INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -1 VENDOR RANKING CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : NEW ROAD CONSTRUCTION COMPLETION DATE : 09/15/11 LOCATION : ON PROPOSED US 31 FROM 0.3 MILE SOUTH OF JUNCTION OF SR 4 PROJECT(S) : 0710726 TO 0.3 MILE NORTH OF JUNCTION OF EXISTING US 31 0710741 0710742 OTHERS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 25,738,715.20 100.0000% 2 36-3543170 T J LAMBRECHT CONSTRUCTION $ 27,489,755.92 106.8031% 3 36-2231526 WALSH CONSTR COMPANY $ 29,061,812.67 112.9109% 4 35-1139301 E & B PAVING INC $ 29,628,638.93 115.1131% 5 35-1068009 DYER CONSTRUCTION CO $ 30,059,042.61 116.7853% 6 35-1487677 G E MARSHALL INC $ 34,163,576.40 132.7323% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -2 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 36-3543170 |( 3 ) 36-2231526 |RIETH RILEY CONSTRUCTION |T J LAMBRECHT CONSTRUCTION |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP | 25000.00000 25000.00| 174112.21000 174112.21| 707754.76000 707754.76 CONSTRUCTION ENGINEERING | | | 0002 105-08520 6.000 EACH | 100.00000 600.00| 28.43000 170.58| 150.00000 900.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 144.000 MOS | 100.00000 14400.00| 151.64000 21836.16| 100.00000 14400.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0012 110-01001 LUMP | 1200000.00000 1200000.00| 1321500.00000 1321500.00| 1458334.00000 1458334.00 MOBILIZATION AND DEMOBILIZATION | | | 0013 113-01614 LUMP | 13700.00000 13700.00| 13700.00000 13700.00| 25000.00000 25000.00 PARTNERING OVERHEAD | | | 0014 201-52370 LUMP | 175000.00000 175000.00| 236000.00000 236000.00| 291666.00000 291666.00 CLEARING RIGHT OF WAY | | | 0015 202-03000 LUMP | 3800.00000 3800.00| 8400.00000 8400.00| 24000.00000 24000.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 156 | | | 0016 202-03000 LUMP | 3800.00000 3800.00| 7500.00000 7500.00| 25000.00000 25000.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 163 | | | 0017 202-03000 LUMP | 3800.00000 3800.00| 9500.00000 9500.00| 22500.00000 22500.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 165 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -3 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 36-3543170 |( 3 ) 36-2231526 |RIETH RILEY CONSTRUCTION |T J LAMBRECHT CONSTRUCTION |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-03000 LUMP | 3800.00000 3800.00| 8900.00000 8900.00| 22000.00000 22000.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 166 | | | 0019 202-03000 LUMP | 3800.00000 3800.00| 7500.00000 7500.00| 20000.00000 20000.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 168 | | | 0020 202-03000 LUMP | 3800.00000 3800.00| 12000.00000 12000.00| 24000.00000 24000.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 175 | | | 0021 202-03000 LUMP | 3800.00000 3800.00| 11000.00000 11000.00| 22500.00000 22500.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 178 | | | 0022 202-03000 LUMP | 3800.00000 3800.00| 7800.00000 7800.00| 21000.00000 21000.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 1 | | | 0023 202-03000 LUMP | 3800.00000 3800.00| 3000.00000 3000.00| 20000.00000 20000.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 202 | | | 0024 202-03000 LUMP | 3800.00000 3800.00| 8500.00000 8500.00| 22500.00000 22500.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 203 | | | 0025 202-03000 LUMP | 3800.00000 3800.00| 12000.00000 12000.00| 24000.00000 24000.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 205 | | | 0026 202-03000 LUMP | 3800.00000 3800.00| 10000.00000 10000.00| 21500.00000 21500.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 207 | | | 0027 202-03000 LUMP | 3800.00000 3800.00| 18000.00000 18000.00| 30000.00000 30000.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 208 | | | 0028 202-03000 LUMP | 3800.00000 3800.00| 12000.00000 12000.00| 25000.00000 25000.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 211 | | | 0029 202-03000 LUMP | 3800.00000 3800.00| 10000.00000 10000.00| 20000.00000 20000.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 212 | | | 0030 202-03000 LUMP | 3800.00000 3800.00| 8000.00000 8000.00| 22000.00000 22000.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 213 | | | 0031 202-03000 LUMP | 3800.00000 3800.00| 7500.00000 7500.00| 20000.00000 20000.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 214 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -4 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 36-3543170 |( 3 ) 36-2231526 |RIETH RILEY CONSTRUCTION |T J LAMBRECHT CONSTRUCTION |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 202-03000 LUMP | 3800.00000 3800.00| 18500.00000 18500.00| 24500.00000 24500.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 215 | | | 0033 202-03000 LUMP | 3800.00000 3800.00| 7000.00000 7000.00| 19500.00000 19500.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 217 | | | 0034 202-03000 LUMP | 3800.00000 3800.00| 12000.00000 12000.00| 20000.00000 20000.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 218 | | | 0035 203-02000 326804.000 CYS | 5.14000 1679772.56| 2.95000 964071.80| 2.95000 964071.80 EXCAVATION, COMMON | | | 0036 203-02070 1116261.000 CYS | 4.15000 4632483.15| 4.63000 5168288.43| 4.63000 5168288.43 BORROW | | | 0037 203-02100 112781.000 CYS | 5.90000 665407.90| 5.20000 586461.20| 5.20000 586461.20 EXCAVATION, PEAT | | | 0038 205-03371 34933.000 CYS | 0.01000 349.33| 0.10000 3493.30| 0.10000 3493.30 SEDIMENT, REMOVE | | | 0039 205-06930 117.000 TON | 50.00000 5850.00| 122.00000 14274.00| 122.00000 14274.00 SPLASHPAD, RIPRAP | | | 0040 205-06931 1513.000 TON | 40.00000 60520.00| 56.00000 84728.00| 56.00000 84728.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0041 205-06933 62.000 EACH | 80.00000 4960.00| 360.00000 22320.00| 360.00000 22320.00 TEMPORARY DITCH INLET PROTECTION | | | 0042 205-06936 2633.000 TON | 36.00000 94788.00| 44.00000 115852.00| 44.00000 115852.00 TEMPORARY SEDIMENT TRAP | | | 0043 205-06937 11205.000 LFT | 1.48000 16583.40| 2.77000 31037.85| 2.38000 26667.90 TEMPORARY SILT FENCE | | | 0044 205-06938 2531.000 LFT | 0.10000 253.10| 16.00000 40496.00| 16.00000 40496.00 TEMPORARY SLOPE DRAIN | | | 0045 206-51220 75294.000 CYS | 6.00000 451764.00| 4.00000 301176.00| 4.00000 301176.00 EXCAVATION, WET | | | 0046 206-51230 85.100 CYS | 55.00000 4680.50| 17.17000 1461.17| 14.87000 1265.44 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0047 207-08262 147512.000 SYS | 0.01000 1475.12| 1.40000 206516.80| 1.40000 206516.80 SUBGRADE TREATMENT, TYPE I | | | 0048 207-08266 4035.000 SYS | 1.50000 6052.50| 1.65000 6657.75| 1.65000 6657.75 SUBGRADE TREATMENT, TYPE III | | | 0049 207-08267 99506.000 SYS | 6.50000 646789.00| 5.85000 582110.10| 5.85000 582110.10 SUBGRADE TREATMENT, TYPE IIIA | | | 0050 211-02050 112618.000 CYS | 9.00000 1013562.00| 11.90000 1340154.20| 11.73000 1321009.14 B BORROW | | | 0051 211-06467 216.000 CYS | 32.00000 6912.00| 32.32000 6981.12| 33.54000 7244.64 AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -5 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 36-3543170 |( 3 ) 36-2231526 |RIETH RILEY CONSTRUCTION |T J LAMBRECHT CONSTRUCTION |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 211-09264 6104.000 CYS | 10.52000 64214.08| 35.49000 216630.96| 10.75000 65618.00 STRUCTURE BACKFILL, TYPE 1 | | | 0053 211-09266 17650.000 CYS | 17.00000 300050.00| 21.00000 370650.00| 16.18000 285577.00 STRUCTURE BACKFILL, TYPE 3 | | | 0054 211-09268 781.000 CYS | 65.00000 50765.00| 100.94000 78834.14| 61.56000 48078.36 STRUCTURE BACKFILL, TYPE 5 | | | 0055 213-09269 8.000 CYS | 100.00000 800.00| 235.19000 1881.52| 57.20000 457.60 FLOWABLE BACKFILL, NON-REMOVABLE | | | 0056 301-07448 34630.000 TON | 20.00000 692600.00| 18.55000 642386.50| 16.03000 555118.90 COMPACTED AGGREGATE, NO. 53, BASE | | | 0057 302-06464 36951.000 CYS | 39.00000 1441089.00| 38.00000 1404138.00| 32.20000 1189822.20 SUBBASE FOR PCCP | | | 0058 302-07455 208.000 CYS | 46.00000 9568.00| 40.26000 8374.08| 64.81000 13480.48 DENSE GRADED SUBBASE | | | 0059 302-08562 81.000 TON | 34.00000 2754.00| 38.88000 3149.28| 36.76000 2977.56 COARSE AGGREGATE, 8 | | | 0060 303-01180 25528.800 TON | 23.00000 587162.40| 19.50000 497811.60| 17.17000 438329.50 COMPACTED AGGREGATE, NO. 53 | | | 0061 303-07449 139.000 TON | 45.00000 6255.00| 29.97000 4165.83| 39.98000 5557.22 COMPACTED AGGREGATE, NO. 73 | | | 0062 303-07662 165.000 TON | 80.00000 13200.00| 130.00000 21450.00| 120.00000 19800.00 STONE | | | 0063 303-08210 60.000 TON | 45.00000 2700.00| 25.70000 1542.00| 48.05000 2883.00 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0064 401-07320 6368.000 TON | 48.00000 305664.00| 48.00000 305664.00| 48.00000 305664.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0065 401-07406 19442.000 TON | 42.00000 816564.00| 42.00000 816564.00| 42.00000 816564.00 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0066 402-07432 644.000 TON | 63.00000 40572.00| 63.00000 40572.00| 63.00000 40572.00 HMA SURFACE, TYPE A | | | 0067 402-07435 1084.000 TON | 53.00000 57452.00| 53.00000 57452.00| 53.00000 57452.00 HMA INTERMEDIATE, TYPE A | | | 0068 406-05520 21.000 TON | 1.00000 21.00| 1.00000 21.00| 1.00000 21.00 ASPHALT FOR TACK COAT | | | 0069 501-05240 73968.000 LFT | 7.50000 554760.00| 8.08000 597661.44| 10.00000 739680.00 CONTRACTION JOINT, D1 | | | 0070 501-06266 LUMP | 29000.00000 29000.00| 29176.00000 29176.00| 25000.00000 25000.00 PROFILOGRAPH, PCCP | | | 0071 501-06321 147512.000 SYS | 23.25000 3429654.00| 24.85000 3665673.20| 26.33000 3883990.96 QC/QA-PCCP, 10 IN. | | | 0072 501-06727 LUMP | 2300.00000 2300.00| 2314.00000 2314.00| 20000.00000 20000.00 CORING, PCCP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -6 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 36-3543170 |( 3 ) 36-2231526 |RIETH RILEY CONSTRUCTION |T J LAMBRECHT CONSTRUCTION |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0073 503-05310 314.600 LFT | 250.00000 78650.00| 194.62000 61227.45| 275.00000 86515.00 TERMINAL JOINT | | | 0074 601-01128 1.000 EACH | 1600.00000 1600.00| 1050.00000 1050.00| 1050.00000 1050.00 GUARDRAIL TRANSITION TYPE WGB | | | 0075 601-01522 15.000 EACH | 1800.00000 27000.00| 2110.00000 31650.00| 2110.00000 31650.00 GUARDRAIL TRANSITION TYPE TGB | | | 0076 601-01740 1.000 EACH | 1700.00000 1700.00| 1945.00000 1945.00| 1945.00000 1945.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0077 601-05999 2.000 EACH | 50.00000 100.00| 40.00000 80.00| 40.00000 80.00 CURVED TERMINAL END | | | 0078 601-06233 4.000 EACH | 8000.00000 32000.00| 7900.00000 31600.00| 7900.00000 31600.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0079 601-94689 8.000 EACH | 2600.00000 20800.00| 2520.00000 20160.00| 2520.00000 20160.00 GUARDRAIL END TREATMENT, OS | | | 0080 601-94690 5.000 EACH | 3600.00000 18000.00| 4000.00000 20000.00| 4000.00000 20000.00 GUARDRAIL END TREATMENT, MS | | | 0081 601-99105 1181.250 LFT | 18.00000 21262.50| 18.20000 21498.75| 18.20000 21498.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0082 601-99108 1475.000 LFT | 22.00000 32450.00| 23.55000 34736.25| 23.55000 34736.25 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0083 602-06729 62.000 EACH | 14.00000 868.00| 33.61000 2083.82| 12.40000 768.80 BARRIER DELINEATOR | | | 0084 603-06040 46246.000 LFT | 4.70000 217356.20| 5.30000 245103.80| 5.30000 245103.80 FENCE, FARM FIELD, 47 IN. | | | 0085 603-92636 170.000 LFT | 25.30000 4301.00| 25.00000 4250.00| 25.00000 4250.00 FENCE, CHAIN LINK, 72 IN. | | | 0086 609-06259 1248.800 SYS | 80.00000 99904.00| 80.81000 100915.53| 70.07000 87503.42 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0087 610-07487 221.650 TON | 76.00000 16845.40| 70.00000 15515.50| 76.00000 16845.40 HMA FOR APPROACHES, TYPE B | | | 0088 615-06490 3.000 EACH | 130.00000 390.00| 125.00000 375.00| 125.00000 375.00 RIGHT OF WAY MARKER | | | 0089 615-06505 8.000 EACH | 470.00000 3760.00| 650.00000 5200.00| 650.00000 5200.00 MONUMENT, B | | | 0090 615-06510 38.000 EACH | 270.00000 10260.00| 505.00000 19190.00| 505.00000 19190.00 MONUMENT, C | | | 0091 615-06515 40.000 EACH | 140.00000 5600.00| 115.00000 4600.00| 115.00000 4600.00 MONUMENT, D | | | 0092 615-92498 1.000 EACH | 630.00000 630.00| 300.00000 300.00| 50.00000 50.00 BENCH MARK , POST | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -7 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 36-3543170 |( 3 ) 36-2231526 |RIETH RILEY CONSTRUCTION |T J LAMBRECHT CONSTRUCTION |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0093 616-02320 12994.500 SYS | 0.70000 9096.15| 1.64000 21310.98| 1.86000 24169.77 GEOTEXTILES | | | 0094 616-05688 641.000 TON | 55.00000 35255.00| 64.95000 41632.95| 56.28000 36075.48 RIPRAP, CLASS 1 | | | 0095 616-06405 9230.000 TON | 25.00000 230750.00| 26.48000 244410.40| 23.60000 217828.00 RIPRAP, REVETMENT | | | 0096 621-01004 18.000 EACH | 350.00000 6300.00| 350.00000 6300.00| 350.00000 6300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0097 621-01597 27914.000 SYS | 3.20000 89324.80| 3.20000 89324.80| 3.20000 89324.80 EROSION CONTROL, MAT | | | 0098 621-02770 18836.000 SYS | 1.18000 22226.48| 1.18000 22226.48| 1.18000 22226.48 EROSION CONTROL BLANKET | | | 0099 621-03787 28.000 LBS | 32.00000 896.00| 32.00000 896.00| 32.00000 896.00 SEED MIXTURE, D | | | 0100 621-06545 54.590 TON | 850.00000 46401.50| 850.00000 46401.50| 850.00000 46401.50 FERTILIZER | | | 0101 621-06553 18218.000 LBS | 3.86000 70321.48| 3.86000 70321.48| 3.86000 70321.48 SEED MIXTURE, R | | | 0102 621-06557 9098.000 LBS | 2.35000 21380.30| 2.35000 21380.30| 2.35000 21380.30 SEED MIXTURE, T | | | 0103 621-06565 431.000 TON | 180.00000 77580.00| 180.00000 77580.00| 180.00000 77580.00 MULCHING MATERIAL | | | 0104 621-06567 127.020 kGAL | 1.00000 127.02| 1.00000 127.02| 1.00000 127.02 WATER | | | 0105 621-06570 11044.000 CYS | 0.01000 110.44| 3.16000 34899.04| 3.20000 35340.80 TOP SOIL | | | 0106 621-06574 32108.900 SYS | 2.57000 82519.87| 2.57000 82519.87| 2.57000 82519.87 SODDING | | | 0107 621-99010 140.000 LBS | 23.50000 3290.00| 23.50000 3290.00| 23.50000 3290.00 SEEDING, PRAIRIE | | | 0108 622-05648 175.000 EACH | 21.25000 3718.75| 21.25000 3718.75| 21.25000 3718.75 PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 IN. OR UNDER | | | 0109 622-52436 16.000 EACH | 40.00000 640.00| 40.00000 640.00| 40.00000 640.00 SIGN, DO NOT MOW OR SPRAY | | | 0110 622-91786 775.000 EACH | 3.35000 2596.25| 3.35000 2596.25| 3.35000 2596.25 SEEDLING | | | 0111 628-09401 24.000 MOS | 1.00000 24.00| 2256.15000 54147.60| 2750.00000 66000.00 FIELD OFFICE, A | | | 0112 628-09402 24.000 MOS | 1.00000 24.00| 2355.37000 56528.88| 2500.00000 60000.00 FIELD OFFICE, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -8 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 36-3543170 |( 3 ) 36-2231526 |RIETH RILEY CONSTRUCTION |T J LAMBRECHT CONSTRUCTION |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0113 628-09407 48.000 MOS | 56.66000 2719.68| 50.00000 2400.00| 150.00000 7200.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 EACH | | | 0114 701-06011 8.000 EACH | 800.00000 6400.00| 808.08000 6464.64| 3500.00000 28000.00 DYNAMIC PILE LOAD TEST | | | 0115 701-06012 8.000 EACH | 1300.00000 10400.00| 1313.13000 10505.04| 3500.00000 28000.00 TEST PILE, RESTRIKE | | | 0116 701-06027 8.000 EACH | 2000.00000 16000.00| 2020.20000 16161.60| 4000.00000 32000.00 TEST PILE | | | 0117 701-51195 6999.000 LFT | 36.00000 251964.00| 36.36000 254483.64| 29.53000 206680.47 PILE, STEEL H, HP 12" X 53 | | | 0118 702-90915 45.100 CYS | 1000.00000 45100.00| 963.69000 43462.42| 450.00000 20295.00 CONCRETE, A | | | 0119 702-92857 201.600 CYS | 485.00000 97776.00| 353.54000 71273.66| 650.00000 131040.00 CONCRETE, C, SUBSTRUCTURE | | | 0120 703-06029 378849.000 LBS | 0.74000 280348.26| 0.75000 284136.75| 0.80000 303079.20 REINFORCING BARS, EPOXY COATED | | | 0121 703-51030 2764.000 LBS | 0.87000 2404.68| 1.00000 2764.00| 0.72000 1990.08 REINFORCING STEEL | | | 0122 704-51002 1129.400 CYS | 485.00000 547759.00| 489.90000 553293.06| 725.00000 818815.00 CONCRETE, C, SUPERSTRUCTURE | | | 0123 706-05732 8.000 EACH | 1300.00000 10400.00| 1313.13000 10505.04| 1750.00000 14000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | , MODIFIED | | | 0124 706-05734 8.000 EACH | 1300.00000 10400.00| 1313.13000 10505.04| 2800.00000 22400.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0125 706-05734 4.000 EACH | 1300.00000 5200.00| 1313.13000 5252.52| 2300.00000 9200.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | , MODIFIED, 54" | | | 0126 706-08496 773.200 SYS | 70.00000 54124.00| 70.71000 54672.97| 93.10000 71984.92 REINFORCED CONCRETE MOMENT SLAB, 12 IN. | | | 0127 706-09545 110.800 CYS | 34.00000 3767.20| 33.33000 3692.96| 74.51000 8255.71 COARSE AGGREGATE, NO. 8 | | | 0128 706-51020 219.500 CYS | 750.00000 164625.00| 757.58000 166288.81| 850.00000 186575.00 CONCRETE, C, RAILING | | | 0129 707-09384 1490.000 LFT | 290.00000 432100.00| 292.93000 436465.70| 475.00000 707750.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 72 IN. X 61 IN. | | | 0130 707-09414 938.000 LFT | 248.00000 232624.00| 250.51000 234978.38| 450.00000 422100.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 66 IN. X 61 IN. | | | 0131 709-51821 LUMP | 9240.00000 9240.00| 5935.35000 5935.35| 7500.00000 7500.00 SURFACE SEAL , STR NO 31-71-8918 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -9 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 36-3543170 |( 3 ) 36-2231526 |RIETH RILEY CONSTRUCTION |T J LAMBRECHT CONSTRUCTION |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0132 709-51821 LUMP | 5800.00000 5800.00| 6974.75000 6974.75| 8500.00000 8500.00 SURFACE SEAL , STR NO 31-71-8935 | | | 0133 709-51821 LUMP | 9240.00000 9240.00| 5935.35000 5935.35| 7000.00000 7000.00 SURFACE SEAL , STR NO 31-71-9141 | | | 0134 709-51821 LUMP | 8500.00000 8500.00| 6776.77000 6776.77| 7500.00000 7500.00 SURFACE SEAL , STR NO. 31-71-8934 | | | 0135 711-51070 40.000 EACH | 60.00000 2400.00| 25.25000 1010.00| 200.00000 8000.00 ANCHOR PLATE, AP 1 | | | 0136 714-02677 257.000 LFT | 160.00000 41120.00| 229.20000 58904.40| 275.00000 70675.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 4' X 4' | | | 0137 714-04854 330.000 LFT | 240.00000 79200.00| 321.07000 105953.10| 375.00000 123750.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 7' X 3' | | | 0138 714-04875 210.000 LFT | 750.00000 157500.00| 1201.80000 252378.00| 950.00000 199500.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX , 18 FT. X 3 FT. | | | 0139 714-06279 161.000 LFT | 270.00000 43470.00| 388.03000 62472.83| 475.00000 76475.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 8' X 3' | | | 0140 715-05048 98298.000 LFT | 2.50000 245745.00| 4.18000 410885.64| 1.49000 146464.02 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0141 715-05053 10562.000 LFT | 13.00000 137306.00| 9.36000 98860.32| 3.75000 39607.50 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0142 715-05119 279.000 LFT | 26.00000 7254.00| 39.93000 11140.47| 21.00000 5859.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0143 715-05128 234.000 LFT | 72.00000 16848.00| 97.47000 22807.98| 79.00000 18486.00 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0144 715-05149 1149.000 LFT | 25.00000 28725.00| 32.07000 36848.43| 17.50000 20107.50 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0145 715-05151 2251.000 LFT | 26.00000 58526.00| 36.61000 82409.11| 20.00000 45020.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0146 715-05152 620.000 LFT | 29.00000 17980.00| 40.39000 25041.80| 22.00000 13640.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0147 715-05155 172.000 LFT | 38.00000 6536.00| 46.27000 7958.44| 41.00000 7052.00 PIPE, TYPE 2, CIRCULAR, 27 IN. | | | 0148 715-05169 50.000 LFT | 60.00000 3000.00| 35.78000 1789.00| 24.20000 1210.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0149 715-05248 512.000 LFT | 175.00000 89600.00| 166.82000 85411.84| 195.00000 99840.00 PIPE, TYPE 1, DEFORMED, 16.6 SQ. FT. | | | 0150 715-05372 63.000 LFT | 90.00000 5670.00| 103.13000 6497.19| 95.01000 5985.63 PIPE, TYPE 3, DEFORMED, MIN. AREA 7.4 | | | SFT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -10 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 36-3543170 |( 3 ) 36-2231526 |RIETH RILEY CONSTRUCTION |T J LAMBRECHT CONSTRUCTION |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0151 715-05443 200.000 LFT | 25.00000 5000.00| 23.40000 4680.00| 45.66000 9132.00 PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | | 0152 715-06004 2.000 EACH | 1250.00000 2500.00| 1773.52000 3547.04| 532.24000 1064.48 CONCRETE ANCHOR, 48 IN. | | | 0153 715-06825 2.000 EACH | 1250.00000 2500.00| 1819.01000 3638.02| 503.11000 1006.22 CONCRETE ANCHOR , MIN. AREA 7.4 SQ. FT. | | | 0154 715-07303 2.000 EACH | 1250.00000 2500.00| 1921.36000 3842.72| 494.70000 989.40 CONCRETE ANCHOR, MIN. AREA 16.7 SQ.FT. | | | 0155 715-08282 102.000 TON | 140.00000 14280.00| 122.16000 12460.32| 80.00000 8160.00 HMA FOR STRUCTURE INSTALLATION, TYPE A | | | 0156 715-08283 334.000 SYS | 60.00000 20040.00| 97.61000 32601.74| 56.29000 18800.86 PCCP FOR STRUCTURE INSTALLATION | | | 0157 715-08302 2.000 EACH | 1250.00000 2500.00| 2046.46000 4092.92| 419.64000 839.28 CONCRETE ANCHOR, MIN. AREA 24.8 SQ. FT. | | | 0159 715-09064 5960.000 LFT | 1.10000 6556.00| 1.75000 10430.00| 1.10000 6556.00 VIDEO INSPECTION FOR PIPE | | | 0160 715-09388 200.000 LFT | 25.00000 5000.00| 25.75000 5150.00| 23.52000 4704.00 PIPE, DRAINTILE, 15 IN. | | | 0161 715-09389 250.000 LFT | 24.00000 6000.00| 21.09000 5272.50| 17.94000 4485.00 PIPE, DRAINTILE, 10 IN. | | | 0162 715-09491 250.000 LFT | 24.00000 6000.00| 21.09000 5272.50| 15.40000 3850.00 PIPE, DRAINTILE, 10 IN. , TERMINAL | | | SECTION | | | 0163 715-46000 27.000 EACH | 100.00000 2700.00| 545.28000 14722.56| 426.40000 11512.80 PIPE END SECTION, 12 IN. | | | 0164 715-46005 26.000 EACH | 110.00000 2860.00| 574.85000 14946.10| 452.40000 11762.40 PIPE END SECTION, 15 IN. | | | 0165 715-46010 6.000 EACH | 200.00000 1200.00| 712.02000 4272.12| 821.40000 4928.40 PIPE END SECTION, 18 IN. | | | 0166 715-46025 2.000 EACH | 500.00000 1000.00| 1097.57000 2195.14| 621.41000 1242.82 PIPE END SECTION, 27 IN. | | | 0167 715-90832 450.000 LFT | 22.00000 9900.00| 19.56000 8802.00| 16.25000 7312.50 PIPE, DRAINTILE, 6 IN | | | 0168 715-90832 450.000 LFT | 22.00000 9900.00| 19.56000 8802.00| 16.25000 7312.50 PIPE, DRAINTILE, 6 IN , TERMINAL SECTIO | | | 0169 715-90833 350.000 LFT | 25.00000 8750.00| 19.98000 6993.00| 22.80000 7980.00 PIPE, DRAINTILE, 8 IN | | | 0170 715-90833 350.000 LFT | 25.00000 8750.00| 19.98000 6993.00| 22.80000 7980.00 PIPE, DRAINTILE, 8 IN , TERMINAL SECTIO | | | 0171 715-90834 200.000 LFT | 25.00000 5000.00| 22.64000 4528.00| 27.45000 5490.00 PIPE, DRAINTILE, 12 IN. | | | 0172 718-06528 236.000 EACH | 900.00000 212400.00| 1019.16000 240521.76| 1506.12000 355444.32 OUTLET PROTECTOR, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -11 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 36-3543170 |( 3 ) 36-2231526 |RIETH RILEY CONSTRUCTION |T J LAMBRECHT CONSTRUCTION |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0173 718-06532 10000.000 LFT | 0.80000 8000.00| 1.75000 17500.00| 0.80000 8000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0174 718-52610 10811.000 CYS | 44.00000 475684.00| 38.94000 420980.34| 28.15000 304329.65 AGGREGATE FOR UNDERDRAINS | | | 0175 718-99153 105179.000 SYS | 1.15000 120955.85| 0.81000 85194.99| 0.63000 66262.77 GEOTEXTILES FOR UNDERDRAIN | | | 0176 719-09392 200.000 LFT | 25.00000 5000.00| 20.85000 4170.00| 36.67000 7334.00 PIPE, DRAIN TILE TERMINAL SECTION, 15 I | | | 0177 720-09079 4.000 EACH | 3000.00000 12000.00| 1806.81000 7227.24| 2500.00000 10000.00 INLET, HA5, MODIFIED | | | 0178 720-45030 2.000 EACH | 3000.00000 6000.00| 1072.56000 2145.12| 2000.00000 4000.00 INLET, E7 | | | 0179 720-45065 27.000 EACH | 1850.00000 49950.00| 4435.99000 119771.73| 4750.00000 128250.00 INLET, N12 | | | 0180 720-45130 22.000 EACH | 900.00000 19800.00| 1395.79000 30707.38| 1750.00000 38500.00 INLET, E7, MODIFIED | | | 0181 731-93945 27099.000 SFT | 13.00000 352287.00| 13.13000 355809.87| 14.50000 392935.50 FACE PANELS, CONCRETE | | | 0182 731-93946 27099.000 SFT | 11.00000 298089.00| 11.11000 301069.89| 10.80000 292669.20 WALL ERECTION | | | 0183 731-93947 1227.000 LFT | 27.00000 33129.00| 44.06000 54061.62| 9.05000 11104.35 LEVELING PAD, CONCRETE | | | 0184 801-03290 4.000 EACH | 175.00000 700.00| 175.00000 700.00| 265.00000 1060.00 CONSTRUCTION SIGN, C | | | 0185 801-04308 6.000 EACH | 390.00000 2340.00| 390.00000 2340.00| 455.00000 2730.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0186 801-06199 4.000 EACH | 260.00000 1040.00| 260.00000 1040.00| 599.00000 2396.00 ROAD CLOSURE SIGN ASSEMBLY, PERMANENT | | | 0187 801-06207 25170.000 LFT | 0.84000 21142.80| 0.84000 21142.80| 0.96000 24163.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0188 801-06640 38.500 EACH | 175.00000 6737.50| 175.00000 6737.50| 265.00000 10202.50 CONSTRUCTION SIGN, A | | | 0189 801-06645 6.000 EACH | 55.00000 330.00| 55.00000 330.00| 79.00000 474.00 CONSTRUCTION SIGN, B | | | 0190 801-06710 60.000 DAY | 11.00000 660.00| 11.00000 660.00| 5.50000 330.00 FLASHING ARROW SIGN | | | 0191 801-06775 LUMP | 10000.00000 10000.00| 41045.45000 41045.45| 257035.32000 257035.32 MAINTAINING TRAFFIC | | | 0192 801-07118 80.000 LFT | 36.00000 2880.00| 20.00000 1600.00| 11.55000 924.00 BARRICADE, III-A | | | 0193 801-07119 160.000 LFT | 36.00000 5760.00| 20.00000 3200.00| 16.55000 2648.00 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -12 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 36-3543170 |( 3 ) 36-2231526 |RIETH RILEY CONSTRUCTION |T J LAMBRECHT CONSTRUCTION |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0194 801-07120 600.000 LFT | 25.00000 15000.00| 25.00000 15000.00| 50.00000 30000.00 BARRICADE, III, PERMANENT | | | 0195 801-08400 680.000 LFT | 23.98000 16306.40| 38.46000 26152.80| 14.79000 10057.20 TEMPORARY TRAFFIC BARRIER, TYPE 1 | | | 0196 802-05701 242.000 LFT | 9.25000 2238.50| 9.25000 2238.50| 10.00000 2420.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0197 802-05702 217.500 LFT | 6.80000 1479.00| 6.80000 1479.00| 8.50000 1848.75 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0198 802-07057 1289.000 SFT | 15.00000 19335.00| 15.00000 19335.00| 16.50000 21268.50 SIGN, PANEL, WITH LEGEND | | | 0199 802-07151 24.000 EACH | 240.00000 5760.00| 240.00000 5760.00| 350.00000 8400.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0200 802-07153 3.000 EACH | 285.00000 855.00| 285.00000 855.00| 400.00000 1200.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XI | | | 0201 802-07154 4.000 EACH | 335.00000 1340.00| 335.00000 1340.00| 450.00000 1800.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XII | | | 0202 802-09221 1.000 EACH | 58800.00000 58800.00| 58800.00000 58800.00| 75000.00000 75000.00 BOX TRUSS SIGN STRUCTURE, TYPE A | | | 0203 802-09537 2.000 EACH | 12750.00000 25500.00| 12750.00000 25500.00| 10000.00000 20000.00 SIGN BOX TRUSS STRUCTURE FOUNDATION AT | | | 36 IN. , MEDIAN AND SHOULDER | | | 0204 802-76025 29.500 SFT | 29.40000 867.30| 29.40000 867.30| 11.50000 339.25 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0205 802-76035 172.500 SFT | 9.30000 1604.25| 9.30000 1604.25| 12.10000 2087.25 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0206 802-76045 36.000 SFT | 10.50000 378.00| 10.50000 378.00| 13.50000 486.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0207 802-76095 7169.500 LBS | 2.00000 14339.00| 2.00000 14339.00| 2.50000 17923.75 STRUCTURAL STEEL, BREAKAWAY | | | 0208 804-06770 236.000 EACH | 23.00000 5428.00| 23.00000 5428.00| 25.00000 5900.00 DELINEATOR POST | | | 0209 808-03631 51867.000 LFT | 0.16000 8298.72| 0.34000 17634.78| 0.34000 17634.78 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0210 808-03632 51912.000 LFT | 0.16000 8305.92| 0.34000 17650.08| 0.34000 17650.08 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -13 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 36-3543170 |( 3 ) 36-2231526 |RIETH RILEY CONSTRUCTION |T J LAMBRECHT CONSTRUCTION |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0211 808-05534 3278.000 LFT | 0.63000 2065.14| 1.00000 3278.00| 0.68000 2229.04 LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0212 808-05535 417.000 LFT | 18.55000 7735.35| 7.50000 3127.50| 7.35000 3064.95 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 24 IN. | | | 0213 808-06701 1765.000 LFT | 0.35000 617.75| 0.32000 564.80| 0.32000 564.80 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0214 808-06703 3760.000 LFT | 0.35000 1316.00| 0.32000 1203.20| 0.32000 1203.20 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0215 808-06716 6965.000 LFT | 0.48000 3343.20| 0.40000 2786.00| 0.38000 2646.70 LINE, REMOVE | | | 0216 808-74805 12.000 LFT | 17.75000 213.00| 9.00000 108.00| 7.86000 94.32 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0217 808-74811 12002.000 LFT | 0.56000 6721.12| 0.42000 5040.84| 0.42000 5040.84 LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0218 808-75245 1440.000 LFT | 0.35000 504.00| 0.32000 460.80| 0.32000 460.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0219 808-75998 776.000 EACH | 12.90000 10010.40| 16.00000 12416.00| 19.55000 15170.80 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0220 715-08300 352.000 LFT | 248.00000 87296.00| 247.30000 87049.60| 515.70000 181526.40 PIPE, TYPE 1, DEFORMED, MIN. AREA 24.8 | | | SQ. FT. | | | 0221 628-09719 24.000 MOS | 300.00000 7200.00| 1324.47000 31787.28| 750.00000 18000.00 ALL TERRAIN VEHICLE | | | 0222 202-03135 15000.000 SFT | 0.01000 150.00| 2.50000 37500.00| 12.00000 180000.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0223 202-05823 20.000 EACH | 500.00000 10000.00| 1761.26000 35225.20| 1157.94000 23158.80 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, UNDER 3000 GAL LONS CAPACITY | | | 0224 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | SECTION TOTALS | $ 25,738,715.20| $ 27,489,755.92| $ 29,061,812.67 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 25,738,715.20| $ 27,489,755.92| $ 29,061,812.67 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -14 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1068009 |( 6 ) 35-1487677 |E & B PAVING INC |DYER CONSTRUCTION CO |G E MARSHALL INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP | 286751.21000 286751.21| 100000.00000 100000.00| 360000.00000 360000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 6.000 EACH | 68.31000 409.86| 176.86000 1061.16| 110.00000 660.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 144.000 MOS | 49.44000 7119.36| 100.22000 14431.68| 105.00000 15120.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0012 110-01001 LUMP | 1481431.95000 1481431.95| 1496073.00000 1496073.00| 2967988.23000 2967988.23 MOBILIZATION AND DEMOBILIZATION | | | 0013 113-01614 LUMP | 21375.39000 21375.39| 13700.00000 13700.00| 20550.00000 20550.00 PARTNERING OVERHEAD | | | 0014 201-52370 LUMP | 296286.39000 296286.39| 111528.38000 111528.38| 192000.00000 192000.00 CLEARING RIGHT OF WAY | | | 0015 202-03000 LUMP | 25808.04000 25808.04| 8400.00000 8400.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 156 | | | 0016 202-03000 LUMP | 16983.00000 16983.00| 7500.00000 7500.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 163 | | | 0017 202-03000 LUMP | 17863.26000 17863.26| 9500.00000 9500.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 165 | | | 0018 202-03000 LUMP | 22334.94000 22334.94| 8900.00000 8900.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 166 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -15 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1068009 |( 6 ) 35-1487677 |E & B PAVING INC |DYER CONSTRUCTION CO |G E MARSHALL INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-03000 LUMP | 10722.24000 10722.24| 7500.00000 7500.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 168 | | | 0020 202-03000 LUMP | 33369.30000 33369.30| 12000.00000 12000.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 175 | | | 0021 202-03000 LUMP | 32141.22000 32141.22| 11000.00000 11000.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 178 | | | 0022 202-03000 LUMP | 16578.06000 16578.06| 7800.00000 7800.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 1 | | | 0023 202-03000 LUMP | 13876.08000 13876.08| 3000.00000 3000.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 202 | | | 0024 202-03000 LUMP | 10517.22000 10517.22| 8500.00000 8500.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 203 | | | 0025 202-03000 LUMP | 12256.32000 12256.32| 12000.00000 12000.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 205 | | | 0026 202-03000 LUMP | 8468.04000 8468.04| 10000.00000 10000.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 207 | | | 0027 202-03000 LUMP | 13181.46000 13181.46| 18000.00000 18000.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 208 | | | 0028 202-03000 LUMP | 10848.72000 10848.72| 12000.00000 12000.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 211 | | | 0029 202-03000 LUMP | 12329.76000 12329.76| 10000.00000 10000.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 212 | | | 0030 202-03000 LUMP | 13681.26000 13681.26| 8000.00000 8000.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 213 | | | 0031 202-03000 LUMP | 11952.36000 11952.36| 7500.00000 7500.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 214 | | | 0032 202-03000 LUMP | 20644.80000 20644.80| 18500.00000 18500.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 215 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -16 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1068009 |( 6 ) 35-1487677 |E & B PAVING INC |DYER CONSTRUCTION CO |G E MARSHALL INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 202-03000 LUMP | 15182.70000 15182.70| 7000.00000 7000.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 217 | | | 0034 202-03000 LUMP | 12828.54000 12828.54| 12000.00000 12000.00| 12815.00000 12815.00 HOUSES AND BUILDINGS, REMOVE , Parcel | | | No. 218 | | | 0035 203-02000 326804.000 CYS | 4.59000 1500030.36| 5.00000 1634020.00| 3.50000 1143814.00 EXCAVATION, COMMON | | | 0036 203-02070 1116261.000 CYS | 3.71000 4141328.31| 5.02000 5603630.22| 5.98000 6675240.78 BORROW | | | 0037 203-02100 112781.000 CYS | 4.85000 546987.85| 7.09000 799617.29| 9.00000 1015029.00 EXCAVATION, PEAT | | | 0038 205-03371 34933.000 CYS | 2.55000 89079.15| 4.40000 153705.20| 6.00000 209598.00 SEDIMENT, REMOVE | | | 0039 205-06930 117.000 TON | 29.58000 3460.86| 58.60000 6856.20| 49.75000 5820.75 SPLASHPAD, RIPRAP | | | 0040 205-06931 1513.000 TON | 29.58000 44754.54| 54.70000 82761.10| 57.40000 86846.20 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0041 205-06933 62.000 EACH | 111.18000 6893.16| 80.00000 4960.00| 128.00000 7936.00 TEMPORARY DITCH INLET PROTECTION | | | 0042 205-06936 2633.000 TON | 76.50000 201424.50| 48.40000 127437.20| 46.75000 123092.75 TEMPORARY SEDIMENT TRAP | | | 0043 205-06937 11205.000 LFT | 1.76000 19720.80| 3.36000 37648.80| 2.48000 27788.40 TEMPORARY SILT FENCE | | | 0044 205-06938 2531.000 LFT | 10.20000 25816.20| 29.69000 75145.39| 20.00000 50620.00 TEMPORARY SLOPE DRAIN | | | 0045 206-51220 75294.000 CYS | 9.69000 729598.86| 5.00000 376470.00| 10.40000 783057.60 EXCAVATION, WET | | | 0046 206-51230 85.100 CYS | 45.90000 3906.09| 50.00000 4255.00| 17.85000 1519.04 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0047 207-08262 147512.000 SYS | 6.27000 924900.24| 4.61000 680030.32| 4.11000 606274.32 SUBGRADE TREATMENT, TYPE I | | | 0048 207-08266 4035.000 SYS | 6.83000 27559.05| 9.47000 38211.45| 7.75000 31271.25 SUBGRADE TREATMENT, TYPE III | | | 0049 207-08267 99506.000 SYS | 6.68000 664700.08| 8.61000 856746.66| 7.74000 770176.44 SUBGRADE TREATMENT, TYPE IIIA | | | 0050 211-02050 112618.000 CYS | 14.82000 1668998.76| 14.80000 1666746.40| 19.28000 2171275.04 B BORROW | | | 0051 211-06467 216.000 CYS | 32.64000 7050.24| 32.00000 6912.00| 33.28000 7188.48 AGGREGATE FOR END BENT BACKFILL | | | 0052 211-09264 6104.000 CYS | 15.30000 93391.20| 23.42000 142955.68| 45.31000 276572.24 STRUCTURE BACKFILL, TYPE 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -17 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1068009 |( 6 ) 35-1487677 |E & B PAVING INC |DYER CONSTRUCTION CO |G E MARSHALL INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 211-09266 17650.000 CYS | 15.30000 270045.00| 29.60000 522440.00| 27.56000 486434.00 STRUCTURE BACKFILL, TYPE 3 | | | 0054 211-09268 781.000 CYS | 66.30000 51780.30| 98.55000 76967.55| 59.45000 46430.45 STRUCTURE BACKFILL, TYPE 5 | | | 0055 213-09269 8.000 CYS | 153.00000 1224.00| 144.11000 1152.88| 92.50000 740.00 FLOWABLE BACKFILL, NON-REMOVABLE | | | 0056 301-07448 34630.000 TON | 20.40000 706452.00| 21.88000 757704.40| 20.36000 705066.80 COMPACTED AGGREGATE, NO. 53, BASE | | | 0057 302-06464 36951.000 CYS | 39.47000 1458455.97| 39.00000 1441089.00| 40.95000 1513143.45 SUBBASE FOR PCCP | | | 0058 302-07455 208.000 CYS | 46.92000 9759.36| 46.00000 9568.00| 47.84000 9950.72 DENSE GRADED SUBBASE | | | 0059 302-08562 81.000 TON | 34.68000 2809.08| 34.00000 2754.00| 35.36000 2864.16 COARSE AGGREGATE, 8 | | | 0060 303-01180 25528.800 TON | 20.40000 520787.52| 21.42000 546826.90| 21.03000 536870.66 COMPACTED AGGREGATE, NO. 53 | | | 0061 303-07449 139.000 TON | 20.40000 2835.60| 22.95000 3190.05| 22.47000 3123.33 COMPACTED AGGREGATE, NO. 73 | | | 0062 303-07662 165.000 TON | 122.40000 20196.00| 49.64000 8190.60| 189.82000 31320.30 STONE | | | 0063 303-08210 60.000 TON | 36.56000 2193.60| 28.36000 1701.60| 26.34000 1580.40 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0064 401-07320 6368.000 TON | 59.16000 376730.88| 48.00000 305664.00| 50.40000 320947.20 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0065 401-07406 19442.000 TON | 48.96000 951880.32| 42.00000 816564.00| 44.10000 857392.20 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0066 402-07432 644.000 TON | 76.50000 49266.00| 63.00000 40572.00| 66.15000 42600.60 HMA SURFACE, TYPE A | | | 0067 402-07435 1084.000 TON | 61.20000 66340.80| 53.00000 57452.00| 55.65000 60324.60 HMA INTERMEDIATE, TYPE A | | | 0068 406-05520 21.000 TON | 408.00000 8568.00| 1.00000 21.00| 1.05000 22.05 ASPHALT FOR TACK COAT | | | 0069 501-05240 73968.000 LFT | 8.06000 596182.08| 7.50000 554760.00| 7.88000 582867.84 CONTRACTION JOINT, D1 | | | 0070 501-06266 LUMP | 8313.65000 8313.65| 29000.00000 29000.00| 30450.00000 30450.00 PROFILOGRAPH, PCCP | | | 0071 501-06321 147512.000 SYS | 24.46000 3608143.52| 23.25000 3429654.00| 24.42000 3602243.04 QC/QA-PCCP, 10 IN. | | | 0072 501-06727 LUMP | 8226.98000 8226.98| 2300.00000 2300.00| 2415.00000 2415.00 CORING, PCCP | | | 0073 503-05310 314.600 LFT | 198.90000 62573.94| 193.00000 60717.80| 201.05000 63250.33 TERMINAL JOINT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -18 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1068009 |( 6 ) 35-1487677 |E & B PAVING INC |DYER CONSTRUCTION CO |G E MARSHALL INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0074 601-01128 1.000 EACH | 1632.00000 1632.00| 1600.00000 1600.00| 1102.50000 1102.50 GUARDRAIL TRANSITION TYPE WGB | | | 0075 601-01522 15.000 EACH | 1836.00000 27540.00| 1800.00000 27000.00| 2215.50000 33232.50 GUARDRAIL TRANSITION TYPE TGB | | | 0076 601-01740 1.000 EACH | 1734.00000 1734.00| 1700.00000 1700.00| 2042.25000 2042.25 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0077 601-05999 2.000 EACH | 51.00000 102.00| 50.00000 100.00| 42.00000 84.00 CURVED TERMINAL END | | | 0078 601-06233 4.000 EACH | 8160.00000 32640.00| 8000.00000 32000.00| 8295.00000 33180.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0079 601-94689 8.000 EACH | 2652.00000 21216.00| 2600.00000 20800.00| 2646.00000 21168.00 GUARDRAIL END TREATMENT, OS | | | 0080 601-94690 5.000 EACH | 3672.00000 18360.00| 3600.00000 18000.00| 4200.00000 21000.00 GUARDRAIL END TREATMENT, MS | | | 0081 601-99105 1181.250 LFT | 18.36000 21687.75| 18.00000 21262.50| 19.11000 22573.69 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0082 601-99108 1475.000 LFT | 22.44000 33099.00| 22.00000 32450.00| 24.73000 36476.75 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0083 602-06729 62.000 EACH | 12.24000 758.88| 5.15000 319.30| 17.25000 1069.50 BARRIER DELINEATOR | | | 0084 603-06040 46246.000 LFT | 4.79000 221518.34| 4.70000 217356.20| 4.89000 226142.94 FENCE, FARM FIELD, 47 IN. | | | 0085 603-92636 170.000 LFT | 25.81000 4387.70| 25.30000 4301.00| 29.90000 5083.00 FENCE, CHAIN LINK, 72 IN. | | | 0086 609-06259 1248.800 SYS | 81.60000 101902.08| 79.95000 99841.56| 83.20000 103900.16 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0087 610-07487 221.650 TON | 102.00000 22608.30| 76.00000 16845.40| 79.80000 17687.67 HMA FOR APPROACHES, TYPE B | | | 0088 615-06490 3.000 EACH | 132.60000 397.80| 130.00000 390.00| 137.50000 412.50 RIGHT OF WAY MARKER | | | 0089 615-06505 8.000 EACH | 479.40000 3835.20| 470.00000 3760.00| 715.00000 5720.00 MONUMENT, B | | | 0090 615-06510 38.000 EACH | 275.40000 10465.20| 270.00000 10260.00| 555.50000 21109.00 MONUMENT, C | | | 0091 615-06515 40.000 EACH | 142.80000 5712.00| 140.00000 5600.00| 126.50000 5060.00 MONUMENT, D | | | 0092 615-92498 1.000 EACH | 642.60000 642.60| 630.00000 630.00| 935.00000 935.00 BENCH MARK , POST | | | 0093 616-02320 12994.500 SYS | 1.37000 17802.47| 0.87000 11305.22| 1.98000 25729.11 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -19 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1068009 |( 6 ) 35-1487677 |E & B PAVING INC |DYER CONSTRUCTION CO |G E MARSHALL INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0094 616-05688 641.000 TON | 59.16000 37921.56| 60.64000 38870.24| 67.80000 43459.80 RIPRAP, CLASS 1 | | | 0095 616-06405 9230.000 TON | 33.23000 306712.90| 30.51000 281607.30| 32.75000 302282.50 RIPRAP, REVETMENT | | | 0096 621-01004 18.000 EACH | 357.00000 6426.00| 350.00000 6300.00| 367.50000 6615.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0097 621-01597 27914.000 SYS | 3.26000 90999.64| 3.20000 89324.80| 3.36000 93791.04 EROSION CONTROL, MAT | | | 0098 621-02770 18836.000 SYS | 1.20000 22603.20| 1.18000 22226.48| 1.24000 23356.64 EROSION CONTROL BLANKET | | | 0099 621-03787 28.000 LBS | 32.64000 913.92| 32.00000 896.00| 31.20000 873.60 SEED MIXTURE, D | | | 0100 621-06545 54.590 TON | 867.00000 47329.53| 850.00000 46401.50| 892.50000 48721.58 FERTILIZER | | | 0101 621-06553 18218.000 LBS | 3.94000 71778.92| 3.86000 70321.48| 4.06000 73965.08 SEED MIXTURE, R | | | 0102 621-06557 9098.000 LBS | 2.40000 21835.20| 2.35000 21380.30| 2.47000 22472.06 SEED MIXTURE, T | | | 0103 621-06565 431.000 TON | 183.60000 79131.60| 177.15000 76351.65| 189.00000 81459.00 MULCHING MATERIAL | | | 0104 621-06567 127.020 kGAL | 1.02000 129.56| 1.00000 127.02| 1.05000 133.37 WATER | | | 0105 621-06570 11044.000 CYS | 3.06000 33794.64| 6.71000 74105.24| 5.60000 61846.40 TOP SOIL | | | 0106 621-06574 32108.900 SYS | 3.08000 98895.41| 2.57000 82519.87| 2.70000 86694.03 SODDING | | | 0107 621-99010 140.000 LBS | 23.97000 3355.80| 23.50000 3290.00| 24.68000 3455.20 SEEDING, PRAIRIE | | | 0108 622-05648 175.000 EACH | 21.68000 3794.00| 21.25000 3718.75| 22.32000 3906.00 PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 IN. OR UNDER | | | 0109 622-52436 16.000 EACH | 40.80000 652.80| 40.00000 640.00| 42.00000 672.00 SIGN, DO NOT MOW OR SPRAY | | | 0110 622-91786 775.000 EACH | 3.42000 2650.50| 3.35000 2596.25| 3.52000 2728.00 SEEDLING | | | 0111 628-09401 24.000 MOS | 2072.36000 49736.64| 2061.39000 49473.36| 2242.16000 53811.84 FIELD OFFICE, A | | | 0112 628-09402 24.000 MOS | 2211.41000 53073.84| 2179.30000 52303.20| 2342.19000 56212.56 FIELD OFFICE, B | | | 0113 628-09407 48.000 MOS | 218.36000 10481.28| 253.50000 12168.00| 157.50000 7560.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 EACH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -20 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1068009 |( 6 ) 35-1487677 |E & B PAVING INC |DYER CONSTRUCTION CO |G E MARSHALL INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0114 701-06011 8.000 EACH | 816.00000 6528.00| 800.00000 6400.00| 832.00000 6656.00 DYNAMIC PILE LOAD TEST | | | 0115 701-06012 8.000 EACH | 1326.00000 10608.00| 1300.00000 10400.00| 1352.00000 10816.00 TEST PILE, RESTRIKE | | | 0116 701-06027 8.000 EACH | 2040.00000 16320.00| 2000.00000 16000.00| 2080.00000 16640.00 TEST PILE | | | 0117 701-51195 6999.000 LFT | 36.72000 257003.28| 36.00000 251964.00| 37.44000 262042.56 PILE, STEEL H, HP 12" X 53 | | | 0118 702-90915 45.100 CYS | 918.00000 41401.80| 600.00000 27060.00| 624.00000 28142.40 CONCRETE, A | | | 0119 702-92857 201.600 CYS | 357.00000 71971.20| 350.00000 70560.00| 364.00000 73382.40 CONCRETE, C, SUBSTRUCTURE | | | 0120 703-06029 378849.000 LBS | 0.75000 284136.75| 0.74000 280348.26| 0.77000 291713.73 REINFORCING BARS, EPOXY COATED | | | 0121 703-51030 2764.000 LBS | 0.89000 2459.96| 0.87000 2404.68| 0.91000 2515.24 REINFORCING STEEL | | | 0122 704-51002 1129.400 CYS | 494.70000 558714.18| 484.83000 547567.00| 504.40000 569669.36 CONCRETE, C, SUPERSTRUCTURE | | | 0123 706-05732 8.000 EACH | 1326.00000 10608.00| 1300.00000 10400.00| 1352.00000 10816.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | , MODIFIED | | | 0124 706-05734 8.000 EACH | 1326.00000 10608.00| 1300.00000 10400.00| 1352.00000 10816.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0125 706-05734 4.000 EACH | 1326.00000 5304.00| 1300.00000 5200.00| 1352.00000 5408.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | , MODIFIED, 54" | | | 0126 706-08496 773.200 SYS | 71.40000 55206.48| 70.00000 54124.00| 72.80000 56288.96 REINFORCED CONCRETE MOMENT SLAB, 12 IN. | | | 0127 706-09545 110.800 CYS | 71.40000 7911.12| 45.00000 4986.00| 46.80000 5185.44 COARSE AGGREGATE, NO. 8 | | | 0128 706-51020 219.500 CYS | 765.00000 167917.50| 750.00000 164625.00| 780.00000 171210.00 CONCRETE, C, RAILING | | | 0129 707-09384 1490.000 LFT | 346.80000 516732.00| 290.00000 432100.00| 312.00000 464880.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 72 IN. X 61 IN. | | | 0130 707-09414 938.000 LFT | 326.40000 306163.20| 248.00000 232624.00| 301.60000 282900.80 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 66 IN. X 61 IN. | | | 0131 709-51821 LUMP | 9424.80000 9424.80| 9240.00000 9240.00| 9309.00000 9309.00 SURFACE SEAL , STR NO 31-71-8918 | | | 0132 709-51821 LUMP | 5916.00000 5916.00| 5800.00000 5800.00| 7490.00000 7490.00 SURFACE SEAL , STR NO 31-71-8935 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -21 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1068009 |( 6 ) 35-1487677 |E & B PAVING INC |DYER CONSTRUCTION CO |G E MARSHALL INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0133 709-51821 LUMP | 9424.80000 9424.80| 9240.00000 9240.00| 9309.00000 9309.00 SURFACE SEAL , STR NO 31-71-9141 | | | 0134 709-51821 LUMP | 5569.20000 5569.20| 5460.00000 5460.00| 7704.00000 7704.00 SURFACE SEAL , STR NO. 31-71-8934 | | | 0135 711-51070 40.000 EACH | 204.00000 8160.00| 25.00000 1000.00| 55.00000 2200.00 ANCHOR PLATE, AP 1 | | | 0136 714-02677 257.000 LFT | 326.40000 83884.80| 206.33000 53026.81| 230.30000 59187.10 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 4' X 4' | | | 0137 714-04854 330.000 LFT | 433.50000 143055.00| 309.98000 102293.40| 316.42000 104418.60 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 7' X 3' | | | 0138 714-04875 210.000 LFT | 1479.00000 310590.00| 962.68000 202162.80| 1536.29000 322620.90 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX , 18 FT. X 3 FT. | | | 0139 714-06279 161.000 LFT | 612.00000 98532.00| 384.38000 61885.18| 400.95000 64552.95 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 8' X 3' | | | 0140 715-05048 98298.000 LFT | 2.55000 250659.90| 4.34000 426613.32| 2.63000 258523.74 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0141 715-05053 10562.000 LFT | 13.26000 140052.12| 11.38000 120195.56| 13.65000 144171.30 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0142 715-05119 279.000 LFT | 29.58000 8252.82| 34.78000 9703.62| 26.08000 7276.32 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0143 715-05128 234.000 LFT | 148.92000 34847.28| 85.47000 19999.98| 73.89000 17290.26 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0144 715-05149 1149.000 LFT | 25.50000 29299.50| 31.34000 36009.66| 19.61000 22531.89 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0145 715-05151 2251.000 LFT | 29.58000 66584.58| 31.11000 70028.61| 17.91000 40315.41 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0146 715-05152 620.000 LFT | 31.62000 19604.40| 37.71000 23380.20| 26.56000 16467.20 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0147 715-05155 172.000 LFT | 56.10000 9649.20| 55.79000 9595.88| 41.97000 7218.84 PIPE, TYPE 2, CIRCULAR, 27 IN. | | | 0148 715-05169 50.000 LFT | 33.66000 1683.00| 37.30000 1865.00| 19.29000 964.50 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0149 715-05248 512.000 LFT | 217.26000 111237.12| 180.33000 92328.96| 154.06000 78878.72 PIPE, TYPE 1, DEFORMED, 16.6 SQ. FT. | | | 0150 715-05372 63.000 LFT | 148.92000 9381.96| 87.70000 5525.10| 80.17000 5050.71 PIPE, TYPE 3, DEFORMED, MIN. AREA 7.4 | | | SFT. | | | 0151 715-05443 200.000 LFT | 35.70000 7140.00| 36.85000 7370.00| 20.50000 4100.00 PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -22 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1068009 |( 6 ) 35-1487677 |E & B PAVING INC |DYER CONSTRUCTION CO |G E MARSHALL INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0152 715-06004 2.000 EACH | 1020.00000 2040.00| 1535.03000 3070.06| 1748.75000 3497.50 CONCRETE ANCHOR, 48 IN. | | | 0153 715-06825 2.000 EACH | 1122.00000 2244.00| 900.00000 1800.00| 1512.50000 3025.00 CONCRETE ANCHOR , MIN. AREA 7.4 SQ. FT. | | | 0154 715-07303 2.000 EACH | 1428.00000 2856.00| 1350.00000 2700.00| 1985.00000 3970.00 CONCRETE ANCHOR, MIN. AREA 16.7 SQ.FT. | | | 0155 715-08282 102.000 TON | 102.00000 10404.00| 80.00000 8160.00| 84.00000 8568.00 HMA FOR STRUCTURE INSTALLATION, TYPE A | | | 0156 715-08283 334.000 SYS | 153.00000 51102.00| 50.00000 16700.00| 55.00000 18370.00 PCCP FOR STRUCTURE INSTALLATION | | | 0157 715-08302 2.000 EACH | 1632.00000 3264.00| 2500.00000 5000.00| 3560.00000 7120.00 CONCRETE ANCHOR, MIN. AREA 24.8 SQ. FT. | | | 0159 715-09064 5960.000 LFT | 1.12000 6675.20| 1.10000 6556.00| 1.13000 6734.80 VIDEO INSPECTION FOR PIPE | | | 0160 715-09388 200.000 LFT | 21.42000 4284.00| 31.07000 6214.00| 35.00000 7000.00 PIPE, DRAINTILE, 15 IN. | | | 0161 715-09389 250.000 LFT | 18.36000 4590.00| 29.96000 7490.00| 20.50000 5125.00 PIPE, DRAINTILE, 10 IN. | | | 0162 715-09491 250.000 LFT | 35.70000 8925.00| 29.42000 7355.00| 25.50000 6375.00 PIPE, DRAINTILE, 10 IN. , TERMINAL | | | SECTION | | | 0163 715-46000 27.000 EACH | 504.90000 13632.30| 422.30000 11402.10| 146.50000 3955.50 PIPE END SECTION, 12 IN. | | | 0164 715-46005 26.000 EACH | 510.00000 13260.00| 317.33000 8250.58| 185.10000 4812.60 PIPE END SECTION, 15 IN. | | | 0165 715-46010 6.000 EACH | 555.90000 3335.40| 468.29000 2809.74| 248.50000 1491.00 PIPE END SECTION, 18 IN. | | | 0166 715-46025 2.000 EACH | 816.00000 1632.00| 595.35000 1190.70| 436.00000 872.00 PIPE END SECTION, 27 IN. | | | 0167 715-90832 450.000 LFT | 16.32000 7344.00| 26.31000 11839.50| 17.00000 7650.00 PIPE, DRAINTILE, 6 IN | | | 0168 715-90832 450.000 LFT | 31.62000 14229.00| 25.35000 11407.50| 17.00000 7650.00 PIPE, DRAINTILE, 6 IN , TERMINAL SECTIO | | | 0169 715-90833 350.000 LFT | 18.36000 6426.00| 27.72000 9702.00| 18.50000 6475.00 PIPE, DRAINTILE, 8 IN | | | 0170 715-90833 350.000 LFT | 33.66000 11781.00| 24.17000 8459.50| 18.50000 6475.00 PIPE, DRAINTILE, 8 IN , TERMINAL SECTIO | | | 0171 715-90834 200.000 LFT | 19.38000 3876.00| 29.42000 5884.00| 21.00000 4200.00 PIPE, DRAINTILE, 12 IN. | | | 0172 718-06528 236.000 EACH | 918.00000 216648.00| 889.36000 209888.96| 945.00000 223020.00 OUTLET PROTECTOR, 1 | | | 0173 718-06532 10000.000 LFT | 0.82000 8200.00| 0.80000 8000.00| 1.13000 11300.00 VIDEO INSPECTION FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -23 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1068009 |( 6 ) 35-1487677 |E & B PAVING INC |DYER CONSTRUCTION CO |G E MARSHALL INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0174 718-52610 10811.000 CYS | 44.88000 485197.68| 36.13000 390601.43| 46.20000 499468.20 AGGREGATE FOR UNDERDRAINS | | | 0175 718-99153 105179.000 SYS | 1.17000 123059.43| 0.49000 51537.71| 1.21000 127266.59 GEOTEXTILES FOR UNDERDRAIN | | | 0176 719-09392 200.000 LFT | 36.72000 7344.00| 34.77000 6954.00| 30.50000 6100.00 PIPE, DRAIN TILE TERMINAL SECTION, 15 I | | | 0177 720-09079 4.000 EACH | 1892.10000 7568.40| 1792.56000 7170.24| 1246.20000 4984.80 INLET, HA5, MODIFIED | | | 0178 720-45030 2.000 EACH | 1300.50000 2601.00| 1167.67000 2335.34| 817.93000 1635.86 INLET, E7 | | | 0179 720-45065 27.000 EACH | 1836.00000 49572.00| 2984.46000 80580.42| 2538.05000 68527.35 INLET, N12 | | | 0180 720-45130 22.000 EACH | 1377.00000 30294.00| 1242.81000 27341.82| 879.55000 19350.10 INLET, E7, MODIFIED | | | 0181 731-93945 27099.000 SFT | 13.26000 359332.74| 13.00000 352287.00| 13.52000 366378.48 FACE PANELS, CONCRETE | | | 0182 731-93946 27099.000 SFT | 11.22000 304050.78| 11.00000 298089.00| 11.44000 310012.56 WALL ERECTION | | | 0183 731-93947 1227.000 LFT | 27.54000 33791.58| 27.00000 33129.00| 28.08000 34454.16 LEVELING PAD, CONCRETE | | | 0184 801-03290 4.000 EACH | 270.30000 1081.20| 175.00000 700.00| 192.50000 770.00 CONSTRUCTION SIGN, C | | | 0185 801-04308 6.000 EACH | 464.10000 2784.60| 390.00000 2340.00| 429.00000 2574.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0186 801-06199 4.000 EACH | 610.98000 2443.92| 260.00000 1040.00| 286.00000 1144.00 ROAD CLOSURE SIGN ASSEMBLY, PERMANENT | | | 0187 801-06207 25170.000 LFT | 0.98000 24666.60| 0.84000 21142.80| 0.93000 23408.10 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0188 801-06640 38.500 EACH | 270.30000 10406.55| 175.00000 6737.50| 192.50000 7411.25 CONSTRUCTION SIGN, A | | | 0189 801-06645 6.000 EACH | 80.58000 483.48| 55.00000 330.00| 60.50000 363.00 CONSTRUCTION SIGN, B | | | 0190 801-06710 60.000 DAY | 5.61000 336.60| 11.00000 660.00| 12.10000 726.00 FLASHING ARROW SIGN | | | 0191 801-06775 LUMP | 113823.91000 113823.91| 79523.16000 79523.16| 25850.00000 25850.00 MAINTAINING TRAFFIC | | | 0192 801-07118 80.000 LFT | 11.78000 942.40| 20.00000 1600.00| 39.60000 3168.00 BARRICADE, III-A | | | 0193 801-07119 160.000 LFT | 16.88000 2700.80| 20.00000 3200.00| 39.60000 6336.00 BARRICADE, III-B | | | 0194 801-07120 600.000 LFT | 51.00000 30600.00| 25.00000 15000.00| 27.50000 16500.00 BARRICADE, III, PERMANENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -24 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1068009 |( 6 ) 35-1487677 |E & B PAVING INC |DYER CONSTRUCTION CO |G E MARSHALL INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0195 801-08400 680.000 LFT | 26.52000 18033.60| 36.79000 25017.20| 33.00000 22440.00 TEMPORARY TRAFFIC BARRIER, TYPE 1 | | | 0196 802-05701 242.000 LFT | 15.30000 3702.60| 15.00000 3630.00| 16.50000 3993.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0197 802-05702 217.500 LFT | 10.20000 2218.50| 10.00000 2175.00| 11.00000 2392.50 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0198 802-07057 1289.000 SFT | 15.30000 19721.70| 14.00000 18046.00| 16.50000 21268.50 SIGN, PANEL, WITH LEGEND | | | 0199 802-07151 24.000 EACH | 346.80000 8323.20| 340.00000 8160.00| 374.00000 8976.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0200 802-07153 3.000 EACH | 377.40000 1132.20| 370.00000 1110.00| 407.00000 1221.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XI | | | 0201 802-07154 4.000 EACH | 387.60000 1550.40| 380.00000 1520.00| 418.00000 1672.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XII | | | 0202 802-09221 1.000 EACH | 65280.00000 65280.00| 58000.00000 58000.00| 70400.00000 70400.00 BOX TRUSS SIGN STRUCTURE, TYPE A | | | 0203 802-09537 2.000 EACH | 9894.00000 19788.00| 9700.00000 19400.00| 10670.00000 21340.00 SIGN BOX TRUSS STRUCTURE FOUNDATION AT | | | 36 IN. , MEDIAN AND SHOULDER | | | 0204 802-76025 29.500 SFT | 38.76000 1143.42| 20.00000 590.00| 41.80000 1233.10 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0205 802-76035 172.500 SFT | 14.28000 2463.30| 12.00000 2070.00| 15.40000 2656.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0206 802-76045 36.000 SFT | 19.38000 697.68| 17.00000 612.00| 20.90000 752.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0207 802-76095 7169.500 LBS | 3.67000 26312.07| 3.20000 22942.40| 3.96000 28391.22 STRUCTURAL STEEL, BREAKAWAY | | | 0208 804-06770 236.000 EACH | 27.54000 6499.44| 23.00000 5428.00| 41.80000 9864.80 DELINEATOR POST | | | 0209 808-03631 51867.000 LFT | 0.35000 18153.45| 0.16000 8298.72| 0.38000 19709.46 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0210 808-03632 51912.000 LFT | 0.35000 18169.20| 0.16000 8305.92| 0.38000 19726.56 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0211 808-05534 3278.000 LFT | 0.69000 2261.82| 0.63000 2065.14| 1.10000 3605.80 LINE, EPOXY, SOLID, WHITE, 8 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 151 -25 TABULATION OF BIDS CALL ORDER : 151 CONTRACT ID : IR-30127-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1068009 |( 6 ) 35-1487677 |E & B PAVING INC |DYER CONSTRUCTION CO |G E MARSHALL INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0212 808-05535 417.000 LFT | 7.50000 3127.50| 18.55000 7735.35| 8.25000 3440.25 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 24 IN. | | | 0213 808-06701 1765.000 LFT | 0.33000 582.45| 0.35000 617.75| 0.36000 635.40 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0214 808-06703 3760.000 LFT | 0.33000 1240.80| 0.35000 1316.00| 0.36000 1353.60 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0215 808-06716 6965.000 LFT | 0.39000 2716.35| 0.48000 3343.20| 0.55000 3830.75 LINE, REMOVE | | | 0216 808-74805 12.000 LFT | 8.02000 96.24| 17.75000 213.00| 9.90000 118.80 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0217 808-74811 12002.000 LFT | 0.43000 5160.86| 0.56000 6721.12| 0.47000 5640.94 LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0218 808-75245 1440.000 LFT | 0.33000 475.20| 0.35000 504.00| 0.36000 518.40 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0219 808-75998 776.000 EACH | 13.16000 10212.16| 12.90000 10010.40| 17.60000 13657.60 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0220 715-08300 352.000 LFT | 255.00000 89760.00| 215.12000 75722.24| 218.61000 76950.72 PIPE, TYPE 1, DEFORMED, MIN. AREA 24.8 | | | SQ. FT. | | | 0221 628-09719 24.000 MOS | 831.32000 19951.68| 707.44000 16978.56| 500.00000 12000.00 ALL TERRAIN VEHICLE | | | 0222 202-03135 15000.000 SFT | 12.24000 183600.00| 12.00000 180000.00| 13.20000 198000.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0223 202-05823 20.000 EACH | 816.00000 16320.00| 3500.00000 70000.00| 575.00000 11500.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, UNDER 3000 GAL LONS CAPACITY | | | 0224 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | SECTION TOTALS | $ 29,628,638.93| $ 30,059,042.61| $ 34,163,576.40 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 29,628,638.93| $ 30,059,042.61| $ 34,163,576.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -1 VENDOR RANKING CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : ROAD RECONSTRUCTION COMPLETION DATE : 11/12/10 LOCATION : ON LINCOLN STREET FROM JCT OF 1ST STREET TO JCT OF SR3 AND PROJECT(S) : 9916021 ON BARACHEL LANE FROM JCT OF EAST STREET TO GAS CREEK 0710999 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 DAVE OMARA CONTRACTOR INC $ 6,439,765.48 100.0000% 2 35-1128289 BEATY CONSTRUCTION INC $ 6,932,427.09 107.6503% 3 35-1698047 GRADEX INC $ 7,137,549.84 110.8356% 4 35-1917625 MILESTONE CONTRACTORS LP $ 7,827,206.15 121.5449% 5 31-0578656 JOHN R JURGENSEN COMPANY $ 8,498,360.88 131.9669% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -2 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1128289 |( 3 ) 35-1698047 |DAVE OMARA CONTRACTOR INC |BEATY CONSTRUCTION INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP | 47000.00000 47000.00| 74900.00000 74900.00| 150000.00000 150000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 275.00000 825.00| 100.00000 300.00| 150.00000 450.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 48.000 MOS | 75.00000 3600.00| 125.00000 6000.00| 100.00000 4800.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0012 110-01001 LUMP | 319000.00000 319000.00| 349500.00000 349500.00| 356800.00000 356800.00 MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 94000.00000 94000.00| 104500.00000 104500.00| 146000.00000 146000.00 CLEARING RIGHT OF WAY | | | 0014 202-01000 LUMP | 10000.00000 10000.00| 75000.00000 75000.00| 15000.00000 15000.00 STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0015 202-01261 1.000 EACH | 1800.00000 1800.00| 960.00000 960.00| 250.00000 250.00 TESTING FOR ASBESTOS | | | 0016 202-01300 4.000 EACH | 2900.00000 11600.00| 2700.00000 10800.00| 2760.00000 11040.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0017 202-02240 854.000 SYS | 19.55000 16695.70| 7.50000 6405.00| 12.00000 10248.00 PAVEMENT REMOVAL | | | 0018 202-03000 LUMP | 9100.00000 9100.00| 5600.00000 5600.00| 10500.00000 10500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 26 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -3 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1128289 |( 3 ) 35-1698047 |DAVE OMARA CONTRACTOR INC |BEATY CONSTRUCTION INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-07553 4215.000 CYS | 5.00000 21075.00| 5.10000 21496.50| 6.80000 28662.00 REGULATED MATERIALS, REMOVE, TYPE Y , | | | SOIL | | | 0020 202-07554 4215.000 CYS | 6.00000 25290.00| 6.05000 25500.75| 18.90000 79663.50 REGULATED MATERIALS, TRANSPORT, TYPE Y | | | SOIL | | | 0021 202-07555 4215.000 CYS | 40.00000 168600.00| 45.50000 191782.50| 47.00000 198105.00 REGULATED MATERIALS, DISPOSE, TYPE Y , | | | SOIL | | | 0022 202-08429 25000.000 GAL | 0.25000 6250.00| 0.35000 8750.00| 0.25000 6250.00 REGULATED MATERIALS, DISPOSE, B , WATER | | | 0023 202-08430 25000.000 GAL | 0.25000 6250.00| 0.25000 6250.00| 0.22000 5500.00 REGULATED MATERIALS, REMOVE, B , WATER | | | 0024 202-08431 25000.000 GAL | 0.25000 6250.00| 0.25000 6250.00| 0.22000 5500.00 REGULATED MATERIALS, TRANSPORT, B , | | | WATER | | | 0025 202-09106 10.000 EACH | 310.00000 3100.00| 355.00000 3550.00| 225.00000 2250.00 TESTING FOR CONTAMINATED MATERIALS, | | | MTBE AND BTEX(WATER), 24 HOUR RETURN , | | | WATER, 24-HOUR RETURN | | | 0026 202-52710 1133.000 SYS | 4.00000 4532.00| 8.00000 9064.00| 4.80000 5438.40 SIDEWALK, CONCRETE, REMOVE | | | 0027 202-91385 34.000 EACH | 200.00000 6800.00| 275.00000 9350.00| 56.00000 1904.00 INLET, REMOVE | | | 0028 202-92222 10.000 EACH | 410.00000 4100.00| 375.00000 3750.00| 250.00000 2500.00 TESTING FOR CONTAMINATED MATERIALS, TPH | | | (SOIL), 24 HOUR RETURN , SOIL, 24-HOUR | | | RETURN | | | 0029 202-93047 7.000 EACH | 510.00000 3570.00| 825.00000 5775.00| 625.00000 4375.00 MANHOLE, REMOVE | | | 0030 202-96022 8.000 EACH | 710.00000 5680.00| 775.00000 6200.00| 480.00000 3840.00 CONCRETE FOUNDATION, REMOVE | | | 0031 202-96133 4500.000 LFT | 14.00000 63000.00| 12.00000 54000.00| 16.00000 72000.00 PIPE, REMOVE | | | 0032 202-98695 LUMP | 3500.00000 3500.00| 1900.00000 1900.00| 2100.00000 2100.00 WELL, REMOVE | | | 0033 203-02000 29083.000 CYS | 11.54000 335617.82| 7.50000 218122.50| 18.50000 538035.50 EXCAVATION, COMMON | | | 0034 205-06933 10.000 EACH | 135.00000 1350.00| 140.00000 1400.00| 142.00000 1420.00 TEMPORARY DITCH INLET PROTECTION | | | 0035 205-06937 1040.000 LFT | 1.50000 1560.00| 1.55000 1612.00| 1.58000 1643.20 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -4 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1128289 |( 3 ) 35-1698047 |DAVE OMARA CONTRACTOR INC |BEATY CONSTRUCTION INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0036 205-09543 50.000 TON | 12.50000 625.00| 27.25000 1362.50| 22.00000 1100.00 NO 2 STONE | | | 0037 207-08267 6804.000 SYS | 9.00000 61236.00| 8.25000 56133.00| 5.90000 40143.60 SUBGRADE TREATMENT, TYPE IIIA | | | 0038 207-08268 34812.000 SYS | 9.00000 313308.00| 12.00000 417744.00| 10.25000 356823.00 SUBGRADE TREATMENT, TYPE IV | | | 0039 210-07753 1.000 EACH | 95000.00000 95000.00| 90000.00000 90000.00| 90000.00000 90000.00 GATEWAY , GATEWAY SIGN STRUCTURE | | | 0040 210-07753 1.000 EACH | 17000.00000 17000.00| 16150.00000 16150.00| 16800.00000 16800.00 GATEWAY , GATEWAY TOWER STRUCTURE | | | 0041 211-09264 5066.000 CYS | 29.50000 149447.00| 20.00000 101320.00| 18.30000 92707.80 STRUCTURE BACKFILL, TYPE 1 | | | 0043 211-09268 445.000 CYS | 60.00000 26700.00| 68.00000 30260.00| 57.00000 25365.00 STRUCTURE BACKFILL, TYPE 5 | | | 0044 301-07448 3249.000 TON | 23.00000 74727.00| 20.75000 67416.75| 14.00000 45486.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0045 401-07320 52.000 TON | 100.00000 5200.00| 108.00000 5616.00| 112.00000 5824.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0046 401-07321 781.000 TON | 75.00000 58575.00| 65.00000 50765.00| 66.40000 51858.40 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0047 401-07328 1602.000 TON | 57.00000 91314.00| 73.00000 116946.00| 74.20000 118868.40 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0048 401-07390 1302.000 TON | 55.00000 71610.00| 54.00000 70308.00| 54.80000 71349.60 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0049 401-07398 2670.000 TON | 53.00000 141510.00| 55.00000 146850.00| 59.30000 158331.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0050 401-07407 2083.000 TON | 50.00000 104150.00| 48.50000 101025.50| 50.40000 104983.20 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0051 401-07408 4271.000 TON | 46.00000 196466.00| 49.00000 209279.00| 50.95000 217607.45 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0052 401-07423 1906.000 TON | 52.00000 99112.00| 51.00000 97206.00| 52.20000 99493.20 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0053 401-07424 3457.000 TON | 51.00000 176307.00| 51.00000 176307.00| 51.85000 179245.45 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0054 401-07429 5472.000 TON | 48.00000 262656.00| 60.00000 328320.00| 61.50000 336528.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0055 402-07432 252.000 TON | 92.00000 23184.00| 60.00000 15120.00| 104.00000 26208.00 HMA SURFACE, TYPE A | | | 0056 402-07435 503.000 TON | 75.00000 37725.00| 102.00000 51306.00| 79.50000 39988.50 HMA INTERMEDIATE, TYPE A | | | 0057 402-07453 2476.000 TON | 59.00000 146084.00| 77.00000 190652.00| 51.60000 127761.60 HMA FOR TEMPORARY PAVEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -5 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1128289 |( 3 ) 35-1698047 |DAVE OMARA CONTRACTOR INC |BEATY CONSTRUCTION INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 604-01527 85.000 SYS | 145.00000 12325.00| 200.00000 17000.00| 250.00000 21250.00 PAVERS, BRICK , TYPE A, INTERLOCKING | | | 0059 604-07894 13.000 SYS | 150.00000 1950.00| 175.00000 2275.00| 165.00000 2145.00 CURB RAMP, CONCRETE, A | | | 0060 604-07900 223.400 SYS | 150.00000 33510.00| 175.00000 39095.00| 159.00000 35520.60 CURB RAMP, CONCRETE, F | | | 0061 604-07902 66.600 SYS | 150.00000 9990.00| 175.00000 11655.00| 164.00000 10922.40 CURB RAMP, CONCRETE, H | | | 0062 604-91531 4713.000 SYS | 31.75000 149637.75| 28.00000 131964.00| 31.00000 146103.00 SIDEWALK, CONCRETE, 4 IN. | | | 0063 605-06120 3565.000 LFT | 15.00000 53475.00| 26.00000 92690.00| 16.50000 58822.50 CURB, CONCRETE | | | 0064 605-06150 7503.000 LFT | 12.84000 96338.52| 20.50000 153811.50| 16.10000 120798.30 CURB AND GUTTER, C, CONCRETE | | | 0065 610-07712 1141.000 SYS | 40.00000 45640.00| 40.00000 45640.00| 38.80000 44270.80 PCCP FOR APPROACHES, 6 IN. | | | 0066 610-09108 5664.000 SYS | 47.00000 266208.00| 48.00000 271872.00| 45.35000 256862.40 PCCP FOR APPROACHES, 9 IN. | | | 0067 611-06497 17.000 EACH | 160.00000 2720.00| 165.00000 2805.00| 186.00000 3162.00 MAILBOX ASSEMBLY, SINGLE | | | 0068 611-06498 5.000 EACH | 200.00000 1000.00| 205.00000 1025.00| 370.00000 1850.00 MAILBOX ASSEMBLY, DOUBLE | | | 0069 615-06505 10.000 EACH | 675.00000 6750.00| 700.00000 7000.00| 620.00000 6200.00 MONUMENT, B | | | 0070 615-06510 1.000 EACH | 495.00000 495.00| 500.00000 500.00| 570.00000 570.00 MONUMENT, C | | | 0071 615-06527 2.000 EACH | 495.00000 990.00| 500.00000 1000.00| 637.00000 1274.00 MONUMENT, SECTION CORNER | | | 0072 616-02320 94.400 SYS | 4.00000 377.60| 2.40000 226.56| 2.25000 212.40 GEOTEXTILES | | | 0073 616-05688 45.000 TON | 35.00000 1575.00| 35.00000 1575.00| 39.00000 1755.00 RIPRAP, CLASS 1 | | | 0074 616-06405 11.000 TON | 35.00000 385.00| 35.00000 385.00| 35.00000 385.00 RIPRAP, REVETMENT | | | 0075 621-06567 8172.000 kGAL | 0.10000 817.20| 0.10000 817.20| 0.11000 898.92 WATER | | | 0076 621-06575 2270.000 SYS | 3.00000 6810.00| 2.65000 6015.50| 3.93000 8921.10 SODDING, NURSERY | | | 0077 622-02564 LUMP | 70112.50000 70112.50| 71000.00000 71000.00| 72000.00000 72000.00 LANDSCAPING | | | 0078 628-09402 16.000 MOS | 1700.00000 27200.00| 1575.00000 25200.00| 2000.00000 32000.00 FIELD OFFICE, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -6 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1128289 |( 3 ) 35-1698047 |DAVE OMARA CONTRACTOR INC |BEATY CONSTRUCTION INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 628-09407 16.000 MOS | 150.00000 2400.00| 50.00000 800.00| 250.00000 4000.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0080 704-04850 9.000 SYS | 300.00000 2700.00| 175.00000 1575.00| 525.00000 4725.00 CONCRETE , INTEGRALLY COLORED | | | 0081 706-92237 42.000 LFT | 365.00000 15330.00| 375.00000 15750.00| 228.00000 9576.00 HANDRAIL, STEEL | | | 0082 712-04784 2.000 EACH | 22575.00000 45150.00| 15500.00000 31000.00| 15750.00000 31500.00 STRUCTURE , PEDESTRIAN SEATWALL | | | 0083 714-08514 303.930 SFT | 62.00000 18843.66| 75.00000 22794.75| 105.00000 31912.65 WINGWALL | | | 0084 714-26707 197.330 LFT | 394.00000 77748.02| 375.00000 73998.75| 390.00000 76958.70 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 6' X 6' | | | 0085 715-01902 49.000 LFT | 34.00000 1666.00| 225.00000 11025.00| 57.00000 2793.00 WATER SERVICE LINE, 2 IN. | | | 0086 715-02181 100.000 LFT | 45.00000 4500.00| 25.00000 2500.00| 46.00000 4600.00 SANITARY SEWER SERVICE ADJUSTMENT | | | 0087 715-04632 1.000 EACH | 1445.00000 1445.00| 3275.00000 3275.00| 1200.00000 1200.00 PIPE END SECTION, PRECAST CONCRETE, 36 | | | IN. | | | 0088 715-05024 2435.000 LFT | 89.00000 216715.00| 105.00000 255675.00| 104.00000 253240.00 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0089 715-05048 12408.000 LFT | 4.00000 49632.00| 4.75000 58938.00| 3.70000 45909.60 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0090 715-05118 2176.000 LFT | 24.00000 52224.00| 27.00000 58752.00| 28.50000 62016.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0091 715-05119 1816.500 LFT | 32.00000 58128.00| 31.00000 56311.50| 32.00000 58128.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0092 715-05121 417.000 LFT | 40.00000 16680.00| 34.00000 14178.00| 36.00000 15012.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0093 715-05123 1306.000 LFT | 51.00000 66606.00| 42.00000 54852.00| 46.00000 60076.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0094 715-05125 1064.000 LFT | 38.00000 40432.00| 50.00000 53200.00| 60.00000 63840.00 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0095 715-05127 163.000 LFT | 98.00000 15974.00| 90.00000 14670.00| 85.00000 13855.00 PIPE, TYPE 1, CURCULAR, 42 IN. | | | 0096 715-05408 25.000 LFT | 45.00000 1125.00| 41.00000 1025.00| 60.00000 1500.00 PIPE, SANITARY SEWER, 8 IN. | | | 0097 715-05409 25.000 LFT | 50.00000 1250.00| 41.00000 1025.00| 75.00000 1875.00 PIPE, SANITARY SEWER, 10 IN. | | | 0098 715-05411 50.000 LFT | 55.00000 2750.00| 42.00000 2100.00| 76.00000 3800.00 PIPE, SANITARY SEWER, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -7 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1128289 |( 3 ) 35-1698047 |DAVE OMARA CONTRACTOR INC |BEATY CONSTRUCTION INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0099 715-05412 25.000 LFT | 65.00000 1625.00| 48.00000 1200.00| 95.00000 2375.00 PIPE, SANITARY SEWER, 15 IN. | | | 0100 715-05711 25.000 LFT | 45.00000 1125.00| 22.00000 550.00| 40.00000 1000.00 PIPE, SANITARY SEWER, 6 IN. | | | 0101 715-07317 1.000 EACH | 19500.00000 19500.00| 18000.00000 18000.00| 18000.00000 18000.00 CHECK VALVE | | | 0102 715-08179 1.000 EACH | 2800.00000 2800.00| 2700.00000 2700.00| 1350.00000 1350.00 CONCRETE ANCHOR, MIN. AREA 10.2 SFT. | | | 0103 715-09597 438.000 LFT | 100.00000 43800.00| 145.00000 63510.00| 145.00000 63510.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 9.8 | | | SFT. | | | 0104 715-46000 1.000 EACH | 225.00000 225.00| 210.00000 210.00| 608.00000 608.00 PIPE END SECTION, 12 IN. | | | 0105 715-93911 40.000 LFT | 315.00000 12600.00| 60.00000 2400.00| 28.00000 1120.00 WATER MAIN, 4 IN. | | | 0106 715-93912 46.000 LFT | 385.00000 17710.00| 76.00000 3496.00| 30.00000 1380.00 WATER MAIN, 6 IN. | | | 0107 715-93913 554.000 LFT | 85.00000 47090.00| 47.00000 26038.00| 25.50000 14127.00 WATER MAIN, 8 IN. | | | 0108 715-98165 5196.000 LFT | 49.00000 254604.00| 45.00000 233820.00| 31.00000 161076.00 WATER MAIN, 12 IN. | | | 0109 718-52610 982.000 CYS | 40.00000 39280.00| 31.00000 30442.00| 21.00000 20622.00 AGGREGATE FOR UNDERDRAINS | | | 0110 718-99153 13098.000 SYS | 1.00000 13098.00| 1.00000 13098.00| 0.83000 10871.34 GEOTEXTILES FOR UNDERDRAIN | | | 0111 720-01092 1.000 EACH | 2837.00000 2837.00| 5000.00000 5000.00| 3300.00000 3300.00 MANHOLE, J15, MODIFIED | | | 0112 720-08242 2.000 EACH | 5327.00000 10654.00| 7200.00000 14400.00| 4875.00000 9750.00 MANHOLE, L15, MODIFIED | | | 0113 720-09595 1.000 EACH | 4250.00000 4250.00| 6200.00000 6200.00| 3600.00000 3600.00 MANHOLE, J13, MODIFIED | | | 0114 720-09596 10.000 EACH | 2292.00000 22920.00| 3100.00000 31000.00| 2070.00000 20700.00 MANHOLE, C15, MODIFIED | | | 0115 720-44000 25.000 EACH | 300.00000 7500.00| 450.00000 11250.00| 730.00000 18250.00 CASTING, ADJUST TO GRADE | | | 0116 720-44296 1.000 EACH | 225.00000 225.00| 275.00000 275.00| 555.00000 555.00 CAP INLET | | | 0117 720-45075 3.000 EACH | 1550.00000 4650.00| 2000.00000 6000.00| 1700.00000 5100.00 INLET, R13 | | | 0118 720-45235 7.000 EACH | 1225.00000 8575.00| 1375.00000 9625.00| 1450.00000 10150.00 CATCH BASIN, E7 | | | 0119 720-45265 4.000 EACH | 800.00000 3200.00| 800.00000 3200.00| 1300.00000 5200.00 PIPE CATCH BASIN, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -8 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1128289 |( 3 ) 35-1698047 |DAVE OMARA CONTRACTOR INC |BEATY CONSTRUCTION INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0120 720-45410 8.000 EACH | 1693.00000 13544.00| 2500.00000 20000.00| 1545.00000 12360.00 MANHOLE, C4 | | | 0121 720-45410 1.000 EACH | 4018.00000 4018.00| 2900.00000 2900.00| 2070.00000 2070.00 MANHOLE, C4 , SANITARY | | | 0122 720-45510 4.000 EACH | 1838.00000 7352.00| 2600.00000 10400.00| 1860.00000 7440.00 MANHOLE, C4, MODIFIED | | | 0123 720-92884 2.000 EACH | 3055.00000 6110.00| 5700.00000 11400.00| 4065.00000 8130.00 MANHOLE, K4, MODIFIED | | | 0124 720-93409 32.000 EACH | 1675.00000 53600.00| 1750.00000 56000.00| 1800.00000 57600.00 INLET, B15, MODIFIED | | | 0125 720-93411 38.000 EACH | 1720.00000 65360.00| 1925.00000 73150.00| 1800.00000 68400.00 INLET, C15, MODIFIED | | | 0126 720-93501 3.000 EACH | 5018.00000 15054.00| 6200.00000 18600.00| 3650.00000 10950.00 MANHOLE, L4 | | | 0127 720-94847 9.000 EACH | 1550.00000 13950.00| 1650.00000 14850.00| 1380.00000 12420.00 INLET, R13, MODIFIED | | | 0128 720-95409 13.000 EACH | 3150.00000 40950.00| 3200.00000 41600.00| 2595.00000 33735.00 MANHOLE, J4, MODIFIED | | | 0129 720-95422 7.000 EACH | 4300.00000 30100.00| 4000.00000 28000.00| 3435.00000 24045.00 MANHOLE, J4 | | | 0130 720-98174 14.000 EACH | 1675.00000 23450.00| 1900.00000 26600.00| 1800.00000 25200.00 INLET, B15 | | | 0131 720-98555 2.000 EACH | 1720.00000 3440.00| 2050.00000 4100.00| 1900.00000 3800.00 INLET, C15 | | | 0132 732-91742 14.000 EACH | 4135.00000 57890.00| 4000.00000 56000.00| 3660.00000 51240.00 FIRE HYDRANT | | | 0133 732-94780 25.000 EACH | 1100.00000 27500.00| 760.00000 19000.00| 960.00000 24000.00 WATER SERVICE CONNECTION , 0.75 IN | | | 0134 732-94780 5.000 EACH | 1400.00000 7000.00| 1400.00000 7000.00| 3800.00000 19000.00 WATER SERVICE CONNECTION , 1.00 IN. | | | DOUBLE | | | 0135 732-94780 3.000 EACH | 1400.00000 4200.00| 1300.00000 3900.00| 3500.00000 10500.00 WATER SERVICE CONNECTION , 1.00 IN. | | | SINGLE | | | 0136 732-94780 1.000 EACH | 1900.00000 1900.00| 1600.00000 1600.00| 2250.00000 2250.00 WATER SERVICE CONNECTION , 1.5 IN. | | | 0137 732-94780 4.000 EACH | 2469.00000 9876.00| 2600.00000 10400.00| 2800.00000 11200.00 WATER SERVICE CONNECTION , 2.00 IN. | | | 0138 732-97009 5.000 EACH | 483.00000 2415.00| 425.00000 2125.00| 1400.00000 7000.00 FIRE HYDRANT ASSEMBLY, REMOVE | | | 0139 801-01093 9.000 EACH | 795.00000 7155.00| 810.00000 7290.00| 834.00000 7506.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -9 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1128289 |( 3 ) 35-1698047 |DAVE OMARA CONTRACTOR INC |BEATY CONSTRUCTION INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0140 801-03290 8.000 EACH | 195.00000 1560.00| 200.00000 1600.00| 204.00000 1632.00 CONSTRUCTION SIGN, C | | | 0141 801-06203 60419.000 LFT | 0.12000 7250.28| 0.12000 7250.28| 0.13000 7854.47 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0142 801-06625 18.000 EACH | 100.00000 1800.00| 96.00000 1728.00| 100.00000 1800.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0143 801-06640 53.000 EACH | 200.00000 10600.00| 200.00000 10600.00| 205.00000 10865.00 CONSTRUCTION SIGN, A | | | 0144 801-06645 39.000 EACH | 65.00000 2535.00| 66.00000 2574.00| 68.00000 2652.00 CONSTRUCTION SIGN, B | | | 0145 801-06775 LUMP | 40000.00000 40000.00| 218000.00000 218000.00| 228000.00000 228000.00 MAINTAINING TRAFFIC | | | 0146 801-07119 72.000 LFT | 13.25000 954.00| 12.50000 900.00| 12.50000 900.00 BARRICADE, III-B | | | 0147 802-04314 2.000 EACH | 4500.00000 9000.00| 4550.00000 9100.00| 4725.00000 9450.00 SIGN , PEDESTRIAN WAYFINGING SIGN | | | 0148 802-05701 497.000 LFT | 13.25000 6585.25| 12.75000 6336.75| 13.13000 6525.61 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0149 802-76025 141.000 SFT | 15.25000 2150.25| 14.25000 2009.25| 14.70000 2072.70 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0150 802-76035 261.000 SFT | 15.25000 3980.25| 14.25000 3719.25| 14.70000 3836.70 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0151 802-76045 180.000 SFT | 29.00000 5220.00| 30.00000 5400.00| 30.45000 5481.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0152 802-91122 1.000 EACH | 78.00000 78.00| 80.00000 80.00| 81.90000 81.90 SIGN, GROUND MOUNTED, RESET | | | 0153 805-01815 4.000 EACH | 2100.00000 8400.00| 2025.00000 8100.00| 2090.00000 8360.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0154 805-01816 7.000 EACH | 1000.00000 7000.00| 975.00000 6825.00| 991.00000 6937.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | | X 8FT. | | | 0155 805-01842 17.000 EACH | 830.00000 14110.00| 850.00000 14450.00| 871.00000 14807.00 HANDHOLE, SIGNAL | | | 0156 805-02037 1.000 EACH | 2375.00000 2375.00| 2500.00000 2500.00| 2500.00000 2500.00 SIGNAL CANTILEVER STRUCTURE, 20 FT. ARM | | | , ALUMINUM | | | 0157 805-02069 3.000 EACH | 2530.00000 7590.00| 2600.00000 7800.00| 2656.00000 7968.00 SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | , ALUMINUM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -10 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1128289 |( 3 ) 35-1698047 |DAVE OMARA CONTRACTOR INC |BEATY CONSTRUCTION INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0158 805-02072 4.000 EACH | 2950.00000 11800.00| 2950.00000 11800.00| 3060.00000 12240.00 SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | , ALUMINUM | | | 0159 805-02073 2.000 EACH | 3200.00000 6400.00| 3050.00000 6100.00| 3170.00000 6340.00 SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | , ALUMINUM | | | 0160 805-02073 1.000 EACH | 4900.00000 4900.00| 4800.00000 4800.00| 4988.00000 4988.00 SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | , AND 25 FT. ARM, ALUMINUM | | | 0161 805-02151 36.000 EACH | 425.00000 15300.00| 400.00000 14400.00| 415.00000 14940.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 12 IN. | | | 0163 805-05698 4.000 EACH | 1000.00000 4000.00| 915.00000 3660.00| 950.00000 3800.00 SIGNAL SUPPORT FOUNDATION, 2 FT. 6 IN. | | | X 2FT. 6 IN. X 7 FT. | | | 0164 805-06592 2001.000 LFT | 11.75000 23511.75| 11.75000 23511.75| 12.00000 24012.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0165 805-08464 4.000 EACH | 2200.00000 8800.00| 2200.00000 8800.00| 2292.00000 9168.00 RADIO, INTERCONNECT | | | 0166 805-78205 31.000 EACH | 550.00000 17050.00| 530.00000 16430.00| 548.00000 16988.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0167 805-78215 2.000 EACH | 550.00000 1100.00| 530.00000 1060.00| 548.00000 1096.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER ARROW, GREEN ARROW | | | 0168 805-78230 4.000 EACH | 900.00000 3600.00| 875.00000 3500.00| 907.00000 3628.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0169 805-78245 2.000 EACH | 2200.00000 4400.00| 2200.00000 4400.00| 2270.00000 4540.00 TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 12 IN. RED, AMBER, | | | GREEN | | | 0170 805-78370 35.000 EACH | 135.00000 4725.00| 125.00000 4375.00| 130.00000 4550.00 PEDESTRIAN PUSH BUTTON | | | 0171 805-78420 4.000 EACH | 230.00000 920.00| 235.00000 940.00| 240.00000 960.00 DISCONNECT HANGER | | | 0172 805-78467 225.000 LFT | 2.51000 564.75| 2.55000 573.75| 2.60000 585.00 SIGNAL CABLE, 3C 8GA. | | | 0173 805-78480 2325.000 LFT | 0.90000 2092.50| 0.90000 2092.50| 0.92000 2139.00 SIGNAL CABLE, 3C 14GA. | | | 0174 805-78485 4609.000 LFT | 1.40000 6452.60| 1.40000 6452.60| 1.40000 6452.60 SIGNAL CABLE, 5C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -11 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1128289 |( 3 ) 35-1698047 |DAVE OMARA CONTRACTOR INC |BEATY CONSTRUCTION INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0175 805-78490 1980.000 LFT | 1.60000 3168.00| 1.50000 2970.00| 1.50000 2970.00 SIGNAL CABLE, 7C 14GA. | | | 0176 805-78495 214.000 LFT | 2.25000 481.50| 2.05000 438.70| 2.10000 449.40 SIGNAL CABLE, 9C 14GA. | | | 0177 805-78510 2243.000 LFT | 1.00000 2243.00| 0.80000 1794.40| 0.80000 1794.40 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0178 805-78746 743.000 LFT | 20.00000 14860.00| 19.00000 14117.00| 19.40000 14414.20 PREFORMED LOOP DETECTORS | | | 0179 805-78785 16.000 EACH | 710.00000 11360.00| 660.00000 10560.00| 680.00000 10880.00 SIGNAL DETECTOR HOUSING | | | 0180 805-78900 5.000 EACH | 545.00000 2725.00| 550.00000 2750.00| 565.00000 2825.00 PEDESTAL FOUNDATION, A | | | 0181 805-78925 4.000 EACH | 975.00000 3900.00| 975.00000 3900.00| 1015.00000 4060.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0182 805-81032 4.000 EACH | 3750.00000 15000.00| 3725.00000 14900.00| 3860.00000 15440.00 SIGNAL STRAIN POLE, STEEL, 30 FT. , | | | ALUMINUM | | | 0183 805-90005 5.000 EACH | 525.00000 2625.00| 500.00000 2500.00| 512.00000 2560.00 SIGNAL PEDESTAL, 10 FT. | | | 0184 805-94069 4188.000 LFT | 10.00000 41880.00| 9.75000 40833.00| 10.00000 41880.00 CONDUIT, STEEL, GALVANIZED, 1 IN. | | | 0185 807-02191 2.000 EACH | 950.00000 1900.00| 950.00000 1900.00| 980.00000 1960.00 HANDHOLE, LIGHTING | | | 0186 807-03972 5419.000 LFT | 7.72000 41834.68| 7.50000 40642.50| 7.70000 41726.30 CONDUIT, PVC, 1 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0187 807-04654 36.000 EACH | 1350.00000 48600.00| 1225.00000 44100.00| 1270.00000 45720.00 LIGHT POLE , 30' POLE WITH 5'-6" ARM | | | 0188 807-04779 36.000 EACH | 1100.00000 39600.00| 1000.00000 36000.00| 1040.00000 37440.00 CONCRETE FOUNDATION WITH GROUNDING , 30 | | | IN. X 96 IN., TYPE A | | | 0189 807-04866 36.000 EACH | 3250.00000 117000.00| 3000.00000 108000.00| 3120.00000 112320.00 LUMINAIRE , TYPE A, ORNAMENTAL | | | 0190 807-04866 8.000 EACH | 1200.00000 9600.00| 1025.00000 8200.00| 1060.00000 8480.00 LUMINAIRE , TYPE B, IN-GROUND WELL | | | 0191 807-04866 2.000 EACH | 1400.00000 2800.00| 1275.00000 2550.00| 1300.00000 2600.00 LUMINAIRE , TYPE C, IN-GROUND WELL | | | 0192 807-86810 2.000 EACH | 4500.00000 9000.00| 4300.00000 8600.00| 4475.00000 8950.00 SERVICE POINT, II | | | 0193 808-06703 1107.000 LFT | 0.30000 332.10| 0.30000 332.10| 0.30000 332.10 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0194 808-75240 1301.000 LFT | 0.30000 390.30| 0.30000 390.30| 0.30000 390.30 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -12 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1128289 |( 3 ) 35-1698047 |DAVE OMARA CONTRACTOR INC |BEATY CONSTRUCTION INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0195 808-75245 13685.000 LFT | 0.30000 4105.50| 0.30000 4105.50| 0.30000 4105.50 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0196 808-75297 551.000 LFT | 4.00000 2204.00| 3.80000 2093.80| 3.95000 2176.45 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0197 808-75300 2265.000 LFT | 1.00000 2265.00| 0.95000 2151.75| 0.98000 2219.70 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0198 808-75320 30.000 EACH | 55.00000 1650.00| 56.00000 1680.00| 57.00000 1710.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0199 808-75325 26.000 EACH | 85.00000 2210.00| 80.00000 2080.00| 83.00000 2158.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0200 808-75998 22.000 EACH | 135.00000 2970.00| 85.00000 1870.00| 135.00000 2970.00 SNOWPLOWABLE RAISED PAVEMENT MARKER , | | | BLUE | | | 0201 202-03135 300.000 SFT | 3.00000 900.00| 3.60000 1080.00| 5.75000 1725.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0202 202-03729 63.000 LFT | 15.00000 945.00| 6.05000 381.15| 26.00000 1638.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0203 202-02278 6300.000 LFT | 1.00000 6300.00| 1.45000 9135.00| 4.80000 30240.00 CURB, CONCRETE, REMOVE | | | 0204 303-08210 1000.000 TON | 23.00000 23000.00| 17.75000 17750.00| 16.50000 16500.00 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0205 304-07489 100.000 TON | 95.00000 9500.00| 165.00000 16500.00| 175.00000 17500.00 HMA PATCHING, TYPE A | | | 0206 801-06539 LUMP | 2995.00000 2995.00| 2900.00000 2900.00| 3100.00000 3100.00 TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0207 805-78109 3.000 EACH | 9000.00000 27000.00| 9100.00000 27300.00| 9400.00000 28200.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0208 805-78106 1.000 EACH | 10000.00000 10000.00| 10125.00000 10125.00| 10400.00000 10400.00 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0209 805-92504 9.000 EACH | 310.00000 2790.00| 310.00000 2790.00| 320.00000 2880.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | SECTION TOTALS | $ 6,439,765.48| $ 6,932,427.09| $ 7,137,549.84 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,439,765.48| $ 6,932,427.09| $ 7,137,549.84 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -13 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 31-0578656 |( ) |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP | 42600.00000 42600.00| 150028.99000 150028.99| CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 115.00000 345.00| 85.44000 256.32| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 48.000 MOS | 95.00000 4560.00| 56.96000 2734.08| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PROJECT ESTIMATE ADJUSTMENT | | | 0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0012 110-01001 LUMP | 380000.00000 380000.00| 213739.90000 213739.90| MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 115000.00000 115000.00| 34808.37000 34808.37| CLEARING RIGHT OF WAY | | | 0014 202-01000 LUMP | 18000.00000 18000.00| 37639.10000 37639.10| STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0015 202-01261 1.000 EACH | 1450.00000 1450.00| 2000.00000 2000.00| TESTING FOR ASBESTOS | | | 0016 202-01300 4.000 EACH | 2700.00000 10800.00| 1403.41000 5613.64| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0017 202-02240 854.000 SYS | 10.00000 8540.00| 14.53000 12408.62| PAVEMENT REMOVAL | | | 0018 202-03000 LUMP | 20000.00000 20000.00| 7821.93000 7821.93| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 26 | | | 0019 202-07553 4215.000 CYS | 6.00000 25290.00| 19.23000 81054.45| REGULATED MATERIALS, REMOVE, TYPE Y , | | | SOIL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -14 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 31-0578656 |( ) |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-07554 4215.000 CYS | 5.75000 24236.25| 24.22000 102087.30| REGULATED MATERIALS, TRANSPORT, TYPE Y | | | SOIL | | | 0021 202-07555 4215.000 CYS | 53.00000 223395.00| 50.90000 214543.50| REGULATED MATERIALS, DISPOSE, TYPE Y , | | | SOIL | | | 0022 202-08429 25000.000 GAL | 2.20000 55000.00| 0.35000 8750.00| REGULATED MATERIALS, DISPOSE, B , WATER | | | 0023 202-08430 25000.000 GAL | 0.21000 5250.00| 0.25000 6250.00| REGULATED MATERIALS, REMOVE, B , WATER | | | 0024 202-08431 25000.000 GAL | 0.40000 10000.00| 0.25000 6250.00| REGULATED MATERIALS, TRANSPORT, B , | | | WATER | | | 0025 202-09106 10.000 EACH | 255.00000 2550.00| 350.00000 3500.00| TESTING FOR CONTAMINATED MATERIALS, | | | MTBE AND BTEX(WATER), 24 HOUR RETURN , | | | WATER, 24-HOUR RETURN | | | 0026 202-52710 1133.000 SYS | 6.50000 7364.50| 3.27000 3704.91| SIDEWALK, CONCRETE, REMOVE | | | 0027 202-91385 34.000 EACH | 375.00000 12750.00| 429.26000 14594.84| INLET, REMOVE | | | 0028 202-92222 10.000 EACH | 255.00000 2550.00| 370.00000 3700.00| TESTING FOR CONTAMINATED MATERIALS, TPH | | | (SOIL), 24 HOUR RETURN , SOIL, 24-HOUR | | | RETURN | | | 0029 202-93047 7.000 EACH | 450.00000 3150.00| 520.29000 3642.03| MANHOLE, REMOVE | | | 0030 202-96022 8.000 EACH | 900.00000 7200.00| 1071.22000 8569.76| CONCRETE FOUNDATION, REMOVE | | | 0031 202-96133 4500.000 LFT | 9.00000 40500.00| 18.99000 85455.00| PIPE, REMOVE | | | 0032 202-98695 LUMP | 1205.00000 1205.00| 20515.00000 20515.00| WELL, REMOVE | | | 0033 203-02000 29083.000 CYS | 21.00000 610743.00| 14.84000 431591.72| EXCAVATION, COMMON | | | 0034 205-06933 10.000 EACH | 140.00000 1400.00| 150.00000 1500.00| TEMPORARY DITCH INLET PROTECTION | | | 0035 205-06937 1040.000 LFT | 1.55000 1612.00| 1.65000 1716.00| TEMPORARY SILT FENCE | | | 0036 205-09543 50.000 TON | 35.00000 1750.00| 47.42000 2371.00| NO 2 STONE | | | 0037 207-08267 6804.000 SYS | 12.00000 81648.00| 11.25000 76545.00| SUBGRADE TREATMENT, TYPE IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -15 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 31-0578656 |( ) |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 207-08268 34812.000 SYS | 11.00000 382932.00| 15.31000 532971.72| SUBGRADE TREATMENT, TYPE IV | | | 0039 210-07753 1.000 EACH | 88000.00000 88000.00| 90000.00000 90000.00| GATEWAY , GATEWAY SIGN STRUCTURE | | | 0040 210-07753 1.000 EACH | 16500.00000 16500.00| 17000.00000 17000.00| GATEWAY , GATEWAY TOWER STRUCTURE | | | 0041 211-09264 5066.000 CYS | 25.00000 126650.00| 27.39000 138757.74| STRUCTURE BACKFILL, TYPE 1 | | | 0043 211-09268 445.000 CYS | 135.00000 60075.00| 66.55000 29614.75| STRUCTURE BACKFILL, TYPE 5 | | | 0044 301-07448 3249.000 TON | 25.00000 81225.00| 26.56000 86293.44| COMPACTED AGGREGATE, NO. 53, BASE | | | 0045 401-07320 52.000 TON | 76.00000 3952.00| 105.72000 5497.44| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0046 401-07321 781.000 TON | 70.00000 54670.00| 62.75000 49007.75| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0047 401-07328 1602.000 TON | 69.00000 110538.00| 70.09000 112284.18| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0048 401-07390 1302.000 TON | 60.00000 78120.00| 51.85000 67508.70| QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0049 401-07398 2670.000 TON | 52.00000 138840.00| 56.04000 149626.80| QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0050 401-07407 2083.000 TON | 56.00000 116648.00| 47.68000 99317.44| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0051 401-07408 4271.000 TON | 49.00000 209279.00| 48.13000 205563.23| QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0052 401-07423 1906.000 TON | 59.00000 112454.00| 49.32000 94003.92| QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0053 401-07424 3457.000 TON | 53.00000 183221.00| 48.99000 169358.43| QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0054 401-07429 5472.000 TON | 54.00000 295488.00| 58.16000 318251.52| QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0055 402-07432 252.000 TON | 104.00000 26208.00| 98.69000 24869.88| HMA SURFACE, TYPE A | | | 0056 402-07435 503.000 TON | 90.00000 45270.00| 75.19000 37820.57| HMA INTERMEDIATE, TYPE A | | | 0057 402-07453 2476.000 TON | 70.00000 173320.00| 48.78000 120779.28| HMA FOR TEMPORARY PAVEMENT | | | 0058 604-01527 85.000 SYS | 165.00000 14025.00| 155.06000 13180.10| PAVERS, BRICK , TYPE A, INTERLOCKING | | | 0059 604-07894 13.000 SYS | 156.00000 2028.00| 196.01000 2548.13| CURB RAMP, CONCRETE, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -16 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 31-0578656 |( ) |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 604-07900 223.400 SYS | 156.00000 34850.40| 196.01000 43788.63| CURB RAMP, CONCRETE, F | | | 0061 604-07902 66.600 SYS | 156.00000 10389.60| 196.01000 13054.27| CURB RAMP, CONCRETE, H | | | 0062 604-91531 4713.000 SYS | 25.00000 117825.00| 35.58000 167688.54| SIDEWALK, CONCRETE, 4 IN. | | | 0063 605-06120 3565.000 LFT | 33.00000 117645.00| 17.75000 63278.75| CURB, CONCRETE | | | 0064 605-06150 7503.000 LFT | 23.00000 172569.00| 15.45000 115921.35| CURB AND GUTTER, C, CONCRETE | | | 0065 610-07712 1141.000 SYS | 40.00000 45640.00| 37.35000 42616.35| PCCP FOR APPROACHES, 6 IN. | | | 0066 610-09108 5664.000 SYS | 47.00000 266208.00| 44.60000 252614.40| PCCP FOR APPROACHES, 9 IN. | | | 0067 611-06497 17.000 EACH | 180.00000 3060.00| 130.00000 2210.00| MAILBOX ASSEMBLY, SINGLE | | | 0068 611-06498 5.000 EACH | 365.00000 1825.00| 160.00000 800.00| MAILBOX ASSEMBLY, DOUBLE | | | 0069 615-06505 10.000 EACH | 600.00000 6000.00| 500.00000 5000.00| MONUMENT, B | | | 0070 615-06510 1.000 EACH | 450.00000 450.00| 300.00000 300.00| MONUMENT, C | | | 0071 615-06527 2.000 EACH | 620.00000 1240.00| 400.00000 800.00| MONUMENT, SECTION CORNER | | | 0072 616-02320 94.400 SYS | 2.70000 254.88| 3.77000 355.89| GEOTEXTILES | | | 0073 616-05688 45.000 TON | 75.00000 3375.00| 47.96000 2158.20| RIPRAP, CLASS 1 | | | 0074 616-06405 11.000 TON | 70.00000 770.00| 102.45000 1126.95| RIPRAP, REVETMENT | | | 0075 621-06567 8172.000 kGAL | 0.11000 898.92| 0.12000 980.64| WATER | | | 0076 621-06575 2270.000 SYS | 5.20000 11804.00| 2.85000 6469.50| SODDING, NURSERY | | | 0077 622-02564 LUMP | 71500.00000 71500.00| 77125.00000 77125.00| LANDSCAPING | | | 0078 628-09402 16.000 MOS | 3000.00000 48000.00| 2110.44000 33767.04| FIELD OFFICE, B | | | 0079 628-09407 16.000 MOS | 200.00000 3200.00| 220.71000 3531.36| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0080 704-04850 9.000 SYS | 350.00000 3150.00| 400.00000 3600.00| CONCRETE , INTEGRALLY COLORED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -17 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 31-0578656 |( ) |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 706-92237 42.000 LFT | 220.00000 9240.00| 400.00000 16800.00| HANDRAIL, STEEL | | | 0082 712-04784 2.000 EACH | 15300.00000 30600.00| 16000.00000 32000.00| STRUCTURE , PEDESTRIAN SEATWALL | | | 0083 714-08514 303.930 SFT | 75.00000 22794.75| 53.07000 16129.57| WINGWALL | | | 0084 714-26707 197.330 LFT | 550.00000 108531.50| 581.02000 114652.68| CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 6' X 6' | | | 0085 715-01902 49.000 LFT | 105.00000 5145.00| 96.42000 4724.58| WATER SERVICE LINE, 2 IN. | | | 0086 715-02181 100.000 LFT | 145.00000 14500.00| 200.40000 20040.00| SANITARY SEWER SERVICE ADJUSTMENT | | | 0087 715-04632 1.000 EACH | 1400.00000 1400.00| 2950.11000 2950.11| PIPE END SECTION, PRECAST CONCRETE, 36 | | | IN. | | | 0088 715-05024 2435.000 LFT | 89.00000 216715.00| 165.44000 402846.40| PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0089 715-05048 12408.000 LFT | 2.95000 36603.60| 4.50000 55836.00| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0090 715-05118 2176.000 LFT | 25.00000 54400.00| 46.43000 101031.68| PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0091 715-05119 1816.500 LFT | 30.00000 54495.00| 54.97000 99853.01| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0092 715-05121 417.000 LFT | 31.00000 12927.00| 55.06000 22960.02| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0093 715-05123 1306.000 LFT | 42.00000 54852.00| 70.25000 91746.50| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0094 715-05125 1064.000 LFT | 52.00000 55328.00| 100.96000 107421.44| PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0095 715-05127 163.000 LFT | 76.00000 12388.00| 116.97000 19066.11| PIPE, TYPE 1, CURCULAR, 42 IN. | | | 0096 715-05408 25.000 LFT | 135.00000 3375.00| 217.93000 5448.25| PIPE, SANITARY SEWER, 8 IN. | | | 0097 715-05409 25.000 LFT | 145.00000 3625.00| 225.09000 5627.25| PIPE, SANITARY SEWER, 10 IN. | | | 0098 715-05411 50.000 LFT | 155.00000 7750.00| 280.87000 14043.50| PIPE, SANITARY SEWER, 12 IN. | | | 0099 715-05412 25.000 LFT | 165.00000 4125.00| 279.81000 6995.25| PIPE, SANITARY SEWER, 15 IN. | | | 0100 715-05711 25.000 LFT | 125.00000 3125.00| 213.87000 5346.75| PIPE, SANITARY SEWER, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -18 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 31-0578656 |( ) |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0101 715-07317 1.000 EACH | 28000.00000 28000.00| 10258.51000 10258.51| CHECK VALVE | | | 0102 715-08179 1.000 EACH | 1900.00000 1900.00| 1478.33000 1478.33| CONCRETE ANCHOR, MIN. AREA 10.2 SFT. | | | 0103 715-09597 438.000 LFT | 135.00000 59130.00| 216.62000 94879.56| PIPE, TYPE 1, DEFORMED, MIN. AREA 9.8 | | | SFT. | | | 0104 715-46000 1.000 EACH | 500.00000 500.00| 1016.22000 1016.22| PIPE END SECTION, 12 IN. | | | 0105 715-93911 40.000 LFT | 835.00000 33400.00| 1754.29000 70171.60| WATER MAIN, 4 IN. | | | 0106 715-93912 46.000 LFT | 980.00000 45080.00| 1973.54000 90782.84| WATER MAIN, 6 IN. | | | 0107 715-93913 554.000 LFT | 115.00000 63710.00| 274.10000 151851.40| WATER MAIN, 8 IN. | | | 0108 715-98165 5196.000 LFT | 58.00000 301368.00| 92.86000 482500.56| WATER MAIN, 12 IN. | | | 0109 718-52610 982.000 CYS | 37.90000 37217.80| 42.72000 41951.04| AGGREGATE FOR UNDERDRAINS | | | 0110 718-99153 13098.000 SYS | 1.70000 22266.60| 2.00000 26196.00| GEOTEXTILES FOR UNDERDRAIN | | | 0111 720-01092 1.000 EACH | 3400.00000 3400.00| 4298.95000 4298.95| MANHOLE, J15, MODIFIED | | | 0112 720-08242 2.000 EACH | 5300.00000 10600.00| 6945.91000 13891.82| MANHOLE, L15, MODIFIED | | | 0113 720-09595 1.000 EACH | 3800.00000 3800.00| 6458.93000 6458.93| MANHOLE, J13, MODIFIED | | | 0114 720-09596 10.000 EACH | 3000.00000 30000.00| 2844.49000 28444.90| MANHOLE, C15, MODIFIED | | | 0115 720-44000 25.000 EACH | 625.00000 15625.00| 370.57000 9264.25| CASTING, ADJUST TO GRADE | | | 0116 720-44296 1.000 EACH | 750.00000 750.00| 1144.47000 1144.47| CAP INLET | | | 0117 720-45075 3.000 EACH | 2200.00000 6600.00| 1851.43000 5554.29| INLET, R13 | | | 0118 720-45235 7.000 EACH | 2000.00000 14000.00| 1460.68000 10224.76| CATCH BASIN, E7 | | | 0119 720-45265 4.000 EACH | 1400.00000 5600.00| 1025.32000 4101.28| PIPE CATCH BASIN, 15 IN. | | | 0120 720-45410 8.000 EACH | 2400.00000 19200.00| 2534.34000 20274.72| MANHOLE, C4 | | | 0121 720-45410 1.000 EACH | 3500.00000 3500.00| 2835.51000 2835.51| MANHOLE, C4 , SANITARY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -19 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 31-0578656 |( ) |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0122 720-45510 4.000 EACH | 2400.00000 9600.00| 2058.06000 8232.24| MANHOLE, C4, MODIFIED | | | 0123 720-92884 2.000 EACH | 4600.00000 9200.00| 3140.68000 6281.36| MANHOLE, K4, MODIFIED | | | 0124 720-93409 32.000 EACH | 2200.00000 70400.00| 1918.65000 61396.80| INLET, B15, MODIFIED | | | 0125 720-93411 38.000 EACH | 2200.00000 83600.00| 1964.21000 74639.98| INLET, C15, MODIFIED | | | 0126 720-93501 3.000 EACH | 4200.00000 12600.00| 5085.31000 15255.93| MANHOLE, L4 | | | 0127 720-94847 9.000 EACH | 2200.00000 19800.00| 1794.48000 16150.32| INLET, R13, MODIFIED | | | 0128 720-95409 13.000 EACH | 2800.00000 36400.00| 3148.77000 40934.01| MANHOLE, J4, MODIFIED | | | 0129 720-95422 7.000 EACH | 6600.00000 46200.00| 7430.89000 52016.23| MANHOLE, J4 | | | 0130 720-98174 14.000 EACH | 2200.00000 30800.00| 1918.66000 26861.24| INLET, B15 | | | 0131 720-98555 2.000 EACH | 2200.00000 4400.00| 1964.30000 3928.60| INLET, C15 | | | 0132 732-91742 14.000 EACH | 3800.00000 53200.00| 3484.37000 48781.18| FIRE HYDRANT | | | 0133 732-94780 25.000 EACH | 1700.00000 42500.00| 4153.17000 103829.25| WATER SERVICE CONNECTION , 0.75 IN | | | 0134 732-94780 5.000 EACH | 2300.00000 11500.00| 5118.03000 25590.15| WATER SERVICE CONNECTION , 1.00 IN. | | | DOUBLE | | | 0135 732-94780 3.000 EACH | 1600.00000 4800.00| 4238.96000 12716.88| WATER SERVICE CONNECTION , 1.00 IN. | | | SINGLE | | | 0136 732-94780 1.000 EACH | 2500.00000 2500.00| 6056.41000 6056.41| WATER SERVICE CONNECTION , 1.5 IN. | | | 0137 732-94780 4.000 EACH | 1900.00000 7600.00| 5415.01000 21660.04| WATER SERVICE CONNECTION , 2.00 IN. | | | 0138 732-97009 5.000 EACH | 430.00000 2150.00| 912.69000 4563.45| FIRE HYDRANT ASSEMBLY, REMOVE | | | 0139 801-01093 9.000 EACH | 810.00000 7290.00| 795.00000 7155.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0140 801-03290 8.000 EACH | 200.00000 1600.00| 195.00000 1560.00| CONSTRUCTION SIGN, C | | | 0141 801-06203 60419.000 LFT | 0.13000 7854.47| 0.12000 7250.28| TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -20 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 31-0578656 |( ) |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0142 801-06625 18.000 EACH | 100.00000 1800.00| 95.00000 1710.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0143 801-06640 53.000 EACH | 200.00000 10600.00| 195.00000 10335.00| CONSTRUCTION SIGN, A | | | 0144 801-06645 39.000 EACH | 65.00000 2535.00| 65.00000 2535.00| CONSTRUCTION SIGN, B | | | 0145 801-06775 LUMP | 280000.00000 280000.00| 258669.38000 258669.38| MAINTAINING TRAFFIC | | | 0146 801-07119 72.000 LFT | 12.55000 903.60| 12.25000 882.00| BARRICADE, III-B | | | 0147 802-04314 2.000 EACH | 4600.00000 9200.00| 1500.00000 3000.00| SIGN , PEDESTRIAN WAYFINGING SIGN | | | 0148 802-05701 497.000 LFT | 12.75000 6336.75| 16.13000 8016.61| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0149 802-76025 141.000 SFT | 14.30000 2016.30| 15.09000 2127.69| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0150 802-76035 261.000 SFT | 14.30000 3732.30| 15.75000 4110.75| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0151 802-76045 180.000 SFT | 29.60000 5328.00| 31.41000 5653.80| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0152 802-91122 1.000 EACH | 79.60000 79.60| 140.37000 140.37| SIGN, GROUND MOUNTED, RESET | | | 0153 805-01815 4.000 EACH | 2030.00000 8120.00| 2043.79000 8175.16| SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0154 805-01816 7.000 EACH | 965.00000 6755.00| 1303.04000 9121.28| SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | | X 8FT. | | | 0155 805-01842 17.000 EACH | 845.00000 14365.00| 967.35000 16444.95| HANDHOLE, SIGNAL | | | 0156 805-02037 1.000 EACH | 2400.00000 2400.00| 2145.78000 2145.78| SIGNAL CANTILEVER STRUCTURE, 20 FT. ARM | | | , ALUMINUM | | | 0157 805-02069 3.000 EACH | 2600.00000 7800.00| 2514.57000 7543.71| SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | , ALUMINUM | | | 0158 805-02072 4.000 EACH | 3000.00000 12000.00| 2998.32000 11993.28| SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | , ALUMINUM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -21 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 31-0578656 |( ) |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0159 805-02073 2.000 EACH | 3100.00000 6200.00| 4368.10000 8736.20| SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | , ALUMINUM | | | 0160 805-02073 1.000 EACH | 4800.00000 4800.00| 1303.03000 1303.03| SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | , AND 25 FT. ARM, ALUMINUM | | | 0161 805-02151 36.000 EACH | 400.00000 14400.00| 546.47000 19672.92| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 12 IN. | | | 0163 805-05698 4.000 EACH | 925.00000 3700.00| 1313.45000 5253.80| SIGNAL SUPPORT FOUNDATION, 2 FT. 6 IN. | | | X 2FT. 6 IN. X 7 FT. | | | 0164 805-06592 2001.000 LFT | 11.75000 23511.75| 14.86000 29734.86| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0165 805-08464 4.000 EACH | 2200.00000 8800.00| 2522.82000 10091.28| RADIO, INTERCONNECT | | | 0166 805-78205 31.000 EACH | 530.00000 16430.00| 612.01000 18972.31| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0167 805-78215 2.000 EACH | 530.00000 1060.00| 571.78000 1143.56| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER ARROW, GREEN ARROW | | | 0168 805-78230 4.000 EACH | 880.00000 3520.00| 958.47000 3833.88| TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0169 805-78245 2.000 EACH | 2200.00000 4400.00| 2726.24000 5452.48| TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 12 IN. RED, AMBER, | | | GREEN | | | 0170 805-78370 35.000 EACH | 125.00000 4375.00| 147.16000 5150.60| PEDESTRIAN PUSH BUTTON | | | 0171 805-78420 4.000 EACH | 235.00000 940.00| 274.10000 1096.40| DISCONNECT HANGER | | | 0172 805-78467 225.000 LFT | 2.60000 585.00| 3.50000 787.50| SIGNAL CABLE, 3C 8GA. | | | 0173 805-78480 2325.000 LFT | 0.95000 2208.75| 1.69000 3929.25| SIGNAL CABLE, 3C 14GA. | | | 0174 805-78485 4609.000 LFT | 1.40000 6452.60| 2.25000 10370.25| SIGNAL CABLE, 5C 14GA. | | | 0175 805-78490 1980.000 LFT | 1.50000 2970.00| 2.51000 4969.80| SIGNAL CABLE, 7C 14GA. | | | 0176 805-78495 214.000 LFT | 2.05000 438.70| 2.88000 616.32| SIGNAL CABLE, 9C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -22 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 31-0578656 |( ) |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0177 805-78510 2243.000 LFT | 0.80000 1794.40| 1.46000 3274.78| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0178 805-78746 743.000 LFT | 18.90000 14042.70| 10.74000 7979.82| PREFORMED LOOP DETECTORS | | | 0179 805-78785 16.000 EACH | 665.00000 10640.00| 818.38000 13094.08| SIGNAL DETECTOR HOUSING | | | 0180 805-78900 5.000 EACH | 550.00000 2750.00| 768.54000 3842.70| PEDESTAL FOUNDATION, A | | | 0181 805-78925 4.000 EACH | 985.00000 3940.00| 1705.93000 6823.72| CONTROLLER CABINET FOUNDATION, P1 | | | 0182 805-81032 4.000 EACH | 3700.00000 14800.00| 3809.39000 15237.56| SIGNAL STRAIN POLE, STEEL, 30 FT. , | | | ALUMINUM | | | 0183 805-90005 5.000 EACH | 500.00000 2500.00| 689.72000 3448.60| SIGNAL PEDESTAL, 10 FT. | | | 0184 805-94069 4188.000 LFT | 9.70000 40623.60| 9.91000 41503.08| CONDUIT, STEEL, GALVANIZED, 1 IN. | | | 0185 807-02191 2.000 EACH | 955.00000 1910.00| 841.80000 1683.60| HANDHOLE, LIGHTING | | | 0186 807-03972 5419.000 LFT | 7.55000 40913.45| 10.16000 55057.04| CONDUIT, PVC, 1 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0187 807-04654 36.000 EACH | 1235.00000 44460.00| 1262.89000 45464.04| LIGHT POLE , 30' POLE WITH 5'-6" ARM | | | 0188 807-04779 36.000 EACH | 1010.00000 36360.00| 904.25000 32553.00| CONCRETE FOUNDATION WITH GROUNDING , 30 | | | IN. X 96 IN., TYPE A | | | 0189 807-04866 36.000 EACH | 3035.00000 109260.00| 3057.64000 110075.04| LUMINAIRE , TYPE A, ORNAMENTAL | | | 0190 807-04866 8.000 EACH | 1030.00000 8240.00| 1638.59000 13108.72| LUMINAIRE , TYPE B, IN-GROUND WELL | | | 0191 807-04866 2.000 EACH | 1270.00000 2540.00| 1654.50000 3309.00| LUMINAIRE , TYPE C, IN-GROUND WELL | | | 0192 807-86810 2.000 EACH | 4400.00000 8800.00| 4827.47000 9654.94| SERVICE POINT, II | | | 0193 808-06703 1107.000 LFT | 0.31000 343.17| 0.29000 321.03| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0194 808-75240 1301.000 LFT | 0.31000 403.31| 0.29000 377.29| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0195 808-75245 13685.000 LFT | 0.31000 4242.35| 0.29000 3968.65| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 211 -23 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -28813-A COUNTIES : DECATUR LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 31-0578656 |( ) |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0196 808-75297 551.000 LFT | 3.85000 2121.35| 3.75000 2066.25| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0197 808-75300 2265.000 LFT | 0.96000 2174.40| 0.93000 2106.45| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0198 808-75320 30.000 EACH | 56.00000 1680.00| 55.00000 1650.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0199 808-75325 26.000 EACH | 81.00000 2106.00| 79.00000 2054.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0200 808-75998 22.000 EACH | 132.00000 2904.00| 99.99000 2199.78| SNOWPLOWABLE RAISED PAVEMENT MARKER , | | | BLUE | | | 0201 202-03135 300.000 SFT | 20.40000 6120.00| 6.00000 1800.00| REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0202 202-03729 63.000 LFT | 30.60000 1927.80| 30.00000 1890.00| REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0203 202-02278 6300.000 LFT | 4.00000 25200.00| 4.40000 27720.00| CURB, CONCRETE, REMOVE | | | 0204 303-08210 1000.000 TON | 55.00000 55000.00| 23.92000 23920.00| COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0205 304-07489 100.000 TON | 165.00000 16500.00| 117.29000 11729.00| HMA PATCHING, TYPE A | | | 0206 801-06539 LUMP | 3000.00000 3000.00| 8069.39000 8069.39| TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0207 805-78109 3.000 EACH | 9200.00000 27600.00| 10590.79000 31772.37| CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0208 805-78106 1.000 EACH | 10200.00000 10200.00| 11395.39000 11395.39| CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0209 805-92504 9.000 EACH | 310.00000 2790.00| 299.18000 2692.62| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | SECTION TOTALS | $ 7,827,206.15| $ 8,498,360.88| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 7,827,206.15| $ 8,498,360.88| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -1 VENDOR RANKING CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : ROAD RECONSTRUCTION COMPLETION DATE : 10/31/10 LOCATION : ON PERRY CROSSING ROAD FROM 1.19 MILES NORTH EAST PROJECT(S) : 9910033 OF SR 60 TO US 31 9910033 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 2,318,000.00 100.0000% 2 35-1955595 TEAM CONTRACTING LLC $ 2,391,089.29 103.1531% 3 35-1357381 DAVE OMARA CONTRACTOR INC $ 2,609,516.20 112.5762% 4 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING, INC. $ 2,662,623.25 114.8673% 5 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 2,725,655.84 117.5865% 6 35-1284281 DAN CRISTIANI EXCAVATING $ 2,874,405.50 124.0037% 7 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 2,928,610.00 126.3421% 8 35-1618530 AMERICAN CONTRACTING & SERVICES $ 2,986,659.37 128.8464% 9 61-1013120 T & C CONTRACTING INC $ 3,104,889.08 133.9469% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -2 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1955595 |( 3 ) 35-1357381 |GOHMANN ASPHALT & CONSTR INC |TEAM CONTRACTING LLC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP | 22000.00000 22000.00| 28000.00000 28000.00| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06845 LUMP | 1500.00000 1500.00| 2900.00000 2900.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING , WETLAND | | | 0003 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0004 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0005 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 106978.22000 106978.22| 36000.00000 36000.00| 125000.00000 125000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 110-01001 LUMP | 2000.00000 2000.00| 1800.00000 1800.00| 3000.00000 3000.00 MOBILIZATION AND DEMOBILIZATION , | | | WETLAND | | | 0012 201-52370 LUMP | 19800.00000 19800.00| 29000.00000 29000.00| 35000.00000 35000.00 CLEARING RIGHT OF WAY | | | 0013 202-02189 1.000 EACH | 210.00000 210.00| 170.00000 170.00| 1700.00000 1700.00 BRIDGE IDENTIFICATION MARKERS, REMOVE | | | AND RESET | | | 0014 202-02241 197.000 LFT | 3.00000 591.00| 7.00000 1379.00| 5.30000 1044.10 GUARDRAIL, REMOVE | | | 0015 202-02272 70.000 LFT | 10.00000 700.00| 11.10000 777.00| 11.00000 770.00 PAVED SIDE DITCH, REMOVE | | | 0016 202-02279 176.000 LFT | 10.00000 1760.00| 5.90000 1038.40| 6.20000 1091.20 CURB AND GUTTER, REMOVE | | | 0017 202-07003 LUMP | 6000.00000 6000.00| 6500.00000 6500.00| 2000.00000 2000.00 REMOVE , CONCRETE BOX CULVERT | | | 0018 202-07846 15.000 EACH | 225.00000 3375.00| 225.00000 3375.00| 235.00000 3525.00 TREE , REMOVE AND REPLANT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -3 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1955595 |( 3 ) 35-1357381 |GOHMANN ASPHALT & CONSTR INC |TEAM CONTRACTING LLC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-51328 LUMP | 78000.00000 78000.00| 41000.00000 41000.00| 37000.00000 37000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0020 202-74025 5990.000 LFT | 2.50000 14975.00| 1.50000 8985.00| 1.70000 10183.00 FENCE, REMOVE | | | 0021 202-96133 887.000 LFT | 10.00000 8870.00| 9.00000 7983.00| 17.70000 15699.90 PIPE, REMOVE | | | 0022 203-02000 23995.000 CYS | 7.50000 179962.50| 10.40000 249548.00| 12.30000 295138.50 EXCAVATION, COMMON | | | 0023 203-02000 285.000 CYS | 20.00000 5700.00| 25.00000 7125.00| 28.00000 7980.00 EXCAVATION, COMMON , WETLAND | | | 0024 203-02020 2150.000 CYS | 1.00000 2150.00| 11.70000 25155.00| 34.00000 73100.00 EXCAVATION, UNCLASSIFIED | | | 0025 203-51223 440.000 CYS | 19.75000 8690.00| 22.00000 9680.00| 15.00000 6600.00 EXCAVATION, WATERWAY | | | 0026 205-03371 200.000 CYS | 32.00000 6400.00| 17.00000 3400.00| 16.00000 3200.00 SEDIMENT, REMOVE | | | 0027 205-06931 315.000 TON | 45.00000 14175.00| 24.00000 7560.00| 27.00000 8505.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0028 205-06931 27.000 TON | 70.00000 1890.00| 27.00000 729.00| 23.00000 621.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP , | | | LEFT IN PLACE, WETLAND | | | 0029 205-06933 17.000 EACH | 95.00000 1615.00| 121.00000 2057.00| 110.00000 1870.00 TEMPORARY DITCH INLET PROTECTION | | | 0030 205-06934 43.000 TON | 335.00000 14405.00| 335.00000 14405.00| 350.00000 15050.00 TEMPORARY MULCHING | | | 0031 205-06934 2.000 TON | 335.00000 670.00| 335.00000 670.00| 350.00000 700.00 TEMPORARY MULCHING , WETLAND | | | 0032 205-06936 117.000 TON | 45.00000 5265.00| 24.39000 2853.63| 36.00000 4212.00 TEMPORARY SEDIMENT TRAP | | | 0033 205-06937 4010.000 LFT | 2.00000 8020.00| 1.15000 4611.50| 1.25000 5012.50 TEMPORARY SILT FENCE | | | 0034 205-06937 1975.000 LFT | 2.00000 3950.00| 1.15000 2271.25| 1.25000 2468.75 TEMPORARY SILT FENCE , WETLAND | | | 0035 205-09543 103.000 TON | 60.00000 6180.00| 14.00000 1442.00| 12.00000 1236.00 NO 2 STONE | | | 0036 205-09543 100.000 TON | 60.00000 6000.00| 19.00000 1900.00| 14.00000 1400.00 NO 2 STONE , WETLAND | | | 0037 206-51215 12.000 CYS | 500.00000 6000.00| 130.00000 1560.00| 270.00000 3240.00 EXCAVATION, X | | | 0038 206-51220 139.000 CYS | 65.00000 9035.00| 51.00000 7089.00| 100.00000 13900.00 EXCAVATION, WET | | | 0039 206-51230 23.000 CYS | 125.00000 2875.00| 150.00000 3450.00| 50.00000 1150.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -4 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1955595 |( 3 ) 35-1357381 |GOHMANN ASPHALT & CONSTR INC |TEAM CONTRACTING LLC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 207-08263 23486.000 SYS | 4.25000 99815.50| 4.60000 108035.60| 5.80000 136218.80 SUBGRADE TREATMENT, TYPE IA | | | 0041 207-08267 1301.000 SYS | 8.00000 10408.00| 9.10000 11839.10| 6.20000 8066.20 SUBGRADE TREATMENT, TYPE IIIA | | | 0042 211-06467 14.000 CYS | 125.00000 1750.00| 60.00000 840.00| 120.00000 1680.00 AGGREGATE FOR END BENT BACKFILL | | | 0043 211-09264 545.000 CYS | 33.00000 17985.00| 35.00000 19075.00| 28.00000 15260.00 STRUCTURE BACKFILL, TYPE 1 | | | 0044 211-09265 25.000 CYS | 38.00000 950.00| 39.00000 975.00| 40.00000 1000.00 STRUCTURE BACKFILL, TYPE 2 | | | 0045 211-09266 117.000 CYS | 45.00000 5265.00| 31.00000 3627.00| 34.00000 3978.00 STRUCTURE BACKFILL, TYPE 3 | | | 0046 211-09268 98.000 CYS | 90.00000 8820.00| 91.00000 8918.00| 97.00000 9506.00 STRUCTURE BACKFILL, TYPE 5 | | | 0047 301-07448 6963.000 TON | 15.00000 104445.00| 17.00000 118371.00| 13.00000 90519.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0048 302-07455 28.000 CYS | 90.00000 2520.00| 30.00000 840.00| 48.00000 1344.00 DENSE GRADED SUBBASE | | | 0049 303-01180 162.000 TON | 22.00000 3564.00| 17.00000 2754.00| 18.00000 2916.00 COMPACTED AGGREGATE, NO. 53 | | | 0050 303-07449 22.000 TON | 22.00000 484.00| 68.00000 1496.00| 23.00000 506.00 COMPACTED AGGREGATE, NO. 73 | | | 0051 304-07489 8.000 TON | 100.00000 800.00| 150.00000 1200.00| 230.00000 1840.00 HMA PATCHING, TYPE A | | | 0052 306-08043 700.000 SYS | 4.60000 3220.00| 3.50000 2450.00| 5.50000 3850.00 MILLING, TRANSITION | | | 0053 401-07320 2494.000 TON | 50.00000 124700.00| 59.00000 147146.00| 52.00000 129688.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0054 401-07389 7432.000 TON | 40.00000 297280.00| 47.00000 349304.00| 47.00000 349304.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0055 402-07450 1133.000 TON | 44.00000 49852.00| 51.00000 57783.00| 56.00000 63448.00 HMA WEDGE AND LEVEL, TYPE A | | | 0056 404-05514 2600.000 SYS | 4.00000 10400.00| 4.70000 12220.00| 3.90000 10140.00 SEAL COAT, 5 | | | 0057 406-05520 16.000 TON | 400.00000 6400.00| 400.00000 6400.00| 460.00000 7360.00 ASPHALT FOR TACK COAT | | | 0058 601-01522 4.000 EACH | 1950.00000 7800.00| 1950.00000 7800.00| 2100.00000 8400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0059 601-01700 1.000 EACH | 1795.00000 1795.00| 1795.00000 1795.00| 1900.00000 1900.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0060 601-03464 4.000 EACH | 95.00000 380.00| 95.00000 380.00| 105.00000 420.00 GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -5 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1955595 |( 3 ) 35-1357381 |GOHMANN ASPHALT & CONSTR INC |TEAM CONTRACTING LLC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 601-94689 3.000 EACH | 2395.00000 7185.00| 2395.00000 7185.00| 2500.00000 7500.00 GUARDRAIL END TREATMENT, OS | | | 0062 601-99105 194.000 LFT | 21.10000 4093.40| 21.10000 4093.40| 22.00000 4268.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0063 601-99123 4.000 EACH | 2195.00000 8780.00| 2195.00000 8780.00| 2325.00000 9300.00 GUARDRAIL TRANSITION, GP | | | 0064 603-06040 6420.000 LFT | 5.46000 35053.20| 5.46000 35053.20| 6.00000 38520.00 FENCE, FARM FIELD, 47 IN. | | | 0065 603-06052 5.000 EACH | 475.00000 2375.00| 465.00000 2325.00| 520.00000 2600.00 FENCE GATE, FARM FIELD, 47 IN. X 12 FT. | | | 0066 605-06140 3852.000 LFT | 14.00000 53928.00| 12.00000 46224.00| 10.50000 40446.00 CURB AND GUTTER, CONCRETE | | | 0067 605-06155 212.000 LFT | 20.00000 4240.00| 12.00000 2544.00| 15.00000 3180.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0068 607-06175 315.000 LFT | 25.00000 7875.00| 12.00000 3780.00| 16.50000 5197.50 GUTTER, CONCRETE | | | 0069 607-06335 23.000 LFT | 45.00000 1035.00| 45.00000 1035.00| 50.00000 1150.00 PAVED SIDE DITCH, A | | | 0070 609-06259 175.000 SYS | 95.00000 16625.00| 50.00000 8750.00| 44.00000 7700.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0071 610-07486 33.000 TON | 62.00000 2046.00| 71.00000 2343.00| 125.00000 4125.00 HMA FOR APPROACHES, TYPE A | | | 0072 610-07487 127.000 TON | 62.00000 7874.00| 71.00000 9017.00| 83.00000 10541.00 HMA FOR APPROACHES, TYPE B | | | 0073 610-08446 632.000 SYS | 45.00000 28440.00| 38.00000 24016.00| 35.00000 22120.00 PCCP FOR APPROACHES, 6 IN. | | | 0074 610-09108 87.000 SYS | 65.00000 5655.00| 45.00000 3915.00| 44.00000 3828.00 PCCP FOR APPROACHES, 9 IN. | | | 0075 611-06497 9.000 EACH | 115.00000 1035.00| 115.00000 1035.00| 125.00000 1125.00 MAILBOX ASSEMBLY, SINGLE | | | 0076 611-06498 8.000 EACH | 195.00000 1560.00| 195.00000 1560.00| 210.00000 1680.00 MAILBOX ASSEMBLY, DOUBLE | | | 0077 615-06505 26.000 EACH | 595.00000 15470.00| 500.00000 13000.00| 615.00000 15990.00 MONUMENT, B | | | 0078 615-06510 3.000 EACH | 495.00000 1485.00| 400.00000 1200.00| 515.00000 1545.00 MONUMENT, C | | | 0079 616-02320 1112.000 SYS | 2.50000 2780.00| 1.50000 1668.00| 3.70000 4114.40 GEOTEXTILES | | | 0080 616-05688 28.000 TON | 56.00000 1568.00| 75.00000 2100.00| 29.00000 812.00 RIPRAP, CLASS 1 | | | 0081 616-06405 393.000 TON | 32.00000 12576.00| 18.00000 7074.00| 16.50000 6484.50 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -6 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1955595 |( 3 ) 35-1357381 |GOHMANN ASPHALT & CONSTR INC |TEAM CONTRACTING LLC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0082 621-01004 2.000 EACH | 500.00000 1000.00| 500.00000 1000.00| 525.00000 1050.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0083 621-01004 2.000 EACH | 500.00000 1000.00| 500.00000 1000.00| 525.00000 1050.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING , WETLAND | | | 0084 621-02770 3759.000 SYS | 1.16000 4360.44| 1.16000 4360.44| 1.25000 4698.75 EROSION CONTROL BLANKET | | | 0085 621-04258 28.000 LBS | 4.40000 123.20| 4.39000 122.92| 4.60000 128.80 SEED MIXTURE , ANNUAL RYE GRASS, WETLAN | | | 0086 621-04258 42.000 LBS | 180.00000 7560.00| 180.00000 7560.00| 190.00000 7980.00 SEED MIXTURE , EMERGENT WETLAND SEED | | | MIX, WETLAND | | | 0087 621-04258 20.000 LBS | 180.00000 3600.00| 199.00000 3980.00| 210.00000 4200.00 SEED MIXTURE , SEDGE MEADOW SEED MIX, | | | WETLAND | | | 0088 621-04258 9.100 LBS | 399.00000 3630.90| 399.00000 3630.90| 415.00000 3776.50 SEED MIXTURE , WOODY REVEGETATION SEED | | | MIX | | | 0089 621-06545 4.000 TON | 975.00000 3900.00| 975.00000 3900.00| 1025.00000 4100.00 FERTILIZER | | | 0090 621-06545 1.000 TON | 975.00000 975.00| 975.00000 975.00| 1025.00000 1025.00 FERTILIZER , WETLAND | | | 0091 621-06553 1207.000 LBS | 3.10000 3741.70| 3.10000 3741.70| 3.30000 3983.10 SEED MIXTURE, R | | | 0092 621-06557 2580.000 LBS | 1.30000 3354.00| 1.30000 3354.00| 1.40000 3612.00 SEED MIXTURE, T | | | 0093 621-06557 173.000 LBS | 1.30000 224.90| 1.30000 224.90| 1.40000 242.20 SEED MIXTURE, T , WETLAND | | | 0094 621-06565 20.000 TON | 390.00000 7800.00| 390.00000 7800.00| 420.00000 8400.00 MULCHING MATERIAL | | | 0095 621-06565 5.000 TON | 390.00000 1950.00| 390.00000 1950.00| 420.00000 2100.00 MULCHING MATERIAL , WETLAND | | | 0096 621-06567 39.000 kGAL | 1.00000 39.00| 1.00000 39.00| 1.10000 42.90 WATER | | | 0097 621-06567 720.000 kGAL | 1.00000 720.00| 1.00000 720.00| 1.10000 792.00 WATER , WETLAND | | | 0098 621-06574 46.000 SYS | 2.49000 114.54| 2.50000 115.00| 2.80000 128.80 SODDING | | | 0099 621-06575 9602.000 SYS | 2.49000 23908.98| 2.50000 24005.00| 2.80000 26885.60 SODDING, NURSERY | | | 0100 622-52436 8.000 EACH | 31.00000 248.00| 31.00000 248.00| 33.00000 264.00 SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -7 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1955595 |( 3 ) 35-1357381 |GOHMANN ASPHALT & CONSTR INC |TEAM CONTRACTING LLC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0101 622-52436 10.000 EACH | 31.00000 310.00| 31.00000 310.00| 33.00000 330.00 SIGN, DO NOT MOW OR SPRAY , WETLAND | | | 0102 622-91786 280.000 EACH | 7.90000 2212.00| 7.90000 2212.00| 8.40000 2352.00 SEEDLING , TREE AND SHRUB, BARE ROOT | | | 0103 622-91786 880.000 EACH | 7.90000 6952.00| 7.90000 6952.00| 8.40000 7392.00 SEEDLING , TREE AND SHRUB, BARE ROOT, | | | WETLAND | | | 0104 624-92647 3.000 ACRE | 262.00000 786.00| 262.00000 786.00| 280.00000 840.00 HERBICIDE TREATMENT , WETLAND | | | 0105 628-09402 18.000 MOS | 2500.00000 45000.00| 1800.00000 32400.00| 1600.00000 28800.00 FIELD OFFICE, B | | | 0106 628-09407 18.000 MOS | 350.00000 6300.00| 200.00000 3600.00| 300.00000 5400.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0107 701-51195 110.000 LFT | 90.00000 9900.00| 110.00000 12100.00| 130.00000 14300.00 PILE, STEEL H, HP 12" X 53 | | | 0108 701-91792 4.000 EACH | 130.00000 520.00| 200.00000 800.00| 100.00000 400.00 PILE TIP, STEEL H | | | 0109 702-51005 66.600 CYS | 825.00000 54945.00| 710.00000 47286.00| 480.00000 31968.00 CONCRETE, A, SUBSTRUCTURE | | | 0110 702-51015 11.500 CYS | 720.00000 8280.00| 910.00000 10465.00| 470.00000 5405.00 CONCRETE, B, FOOTINGS | | | 0111 702-51863 100.000 EACH | 13.00000 1300.00| 16.00000 1600.00| 22.00000 2200.00 FIELD DRILLED HOLE IN CONCRETE | | | 0112 702-90915 67.000 CYS | 410.00000 27470.00| 360.00000 24120.00| 380.00000 25460.00 CONCRETE, A | | | 0113 702-94656 19.000 CYS | 580.00000 11020.00| 320.00000 6080.00| 320.00000 6080.00 CONCRETE, B | | | 0114 703-51030 14435.000 LBS | 0.70000 10104.50| 0.81000 11692.35| 0.85000 12269.75 REINFORCING STEEL | | | 0115 703-51032 34248.000 LBS | 0.75000 25686.00| 0.90000 30823.20| 0.90000 30823.20 REINFORCING STEEL, EPOXY COATED | | | 0116 704-09031 152.000 SYS | 115.00000 17480.00| 112.00000 17024.00| 130.00000 19760.00 ARTICULATING CONCRETE MATTRESS | | | 0117 704-51002 59.600 CYS | 850.00000 50660.00| 1000.00000 59600.00| 700.00000 41720.00 CONCRETE, C, SUPERSTRUCTURE | | | 0118 706-06341 294.000 LFT | 69.00000 20286.00| 67.00000 19698.00| 70.00000 20580.00 RAILING, PF-2 | | | 0119 706-06352 4.000 EACH | 1000.00000 4000.00| 1500.00000 6000.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-2 | | | 0120 706-51020 12.600 CYS | 645.00000 8127.00| 1010.00000 12726.00| 620.00000 7812.00 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -8 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1955595 |( 3 ) 35-1357381 |GOHMANN ASPHALT & CONSTR INC |TEAM CONTRACTING LLC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0121 707-07776 810.000 SFT | 61.50000 49815.00| 80.00000 64800.00| 70.00000 56700.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 21 IN. X 36 IN. | | | 0122 709-51821 LUMP | 2929.00000 2929.00| 18000.00000 18000.00| 5000.00000 5000.00 SURFACE SEAL | | | 0123 714-06279 66.000 LFT | 415.00000 27390.00| 400.00000 26400.00| 570.00000 37620.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 8' X 3' | | | 0124 715-01354 230.000 LFT | 11.00000 2530.00| 11.00000 2530.00| 12.50000 2875.00 CLEAN EXISTING PIPE | | | 0125 715-05119 92.000 LFT | 30.00000 2760.00| 48.00000 4416.00| 32.00000 2944.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0126 715-05123 96.000 LFT | 37.00000 3552.00| 55.00000 5280.00| 52.00000 4992.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0127 715-05149 322.000 LFT | 25.00000 8050.00| 29.00000 9338.00| 32.00000 10304.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0128 715-05151 128.000 LFT | 30.00000 3840.00| 51.00000 6528.00| 38.00000 4864.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0129 715-05152 704.000 LFT | 32.00000 22528.00| 31.00000 21824.00| 36.00000 25344.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0130 715-05154 438.000 LFT | 37.00000 16206.00| 41.00000 17958.00| 52.00000 22776.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0131 715-05155 446.000 LFT | 39.00000 17394.00| 56.00000 24976.00| 59.00000 26314.00 PIPE, TYPE 2, CIRCULAR, 27 IN. | | | 0132 715-05169 304.000 LFT | 30.00000 9120.00| 38.00000 11552.00| 33.00000 10032.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0133 715-05173 40.000 LFT | 37.00000 1480.00| 62.00000 2480.00| 43.00000 1720.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0134 715-05407 50.000 LFT | 9.50000 475.00| 14.00000 700.00| 20.00000 1000.00 PIPE, END BENT DRAIN, 6 IN. | | | 0135 715-08282 6.000 TON | 90.00000 540.00| 150.00000 900.00| 220.00000 1320.00 HMA FOR STRUCTURE INSTALLATION, TYPE A | | | 0136 715-09064 1876.000 LFT | 0.90000 1688.40| 0.90000 1688.40| 1.10000 2063.60 VIDEO INSPECTION FOR PIPE | | | 0137 715-46000 2.000 EACH | 400.00000 800.00| 530.00000 1060.00| 225.00000 450.00 PIPE END SECTION, 12 IN. | | | 0138 715-46005 16.000 EACH | 475.00000 7600.00| 220.00000 3520.00| 240.00000 3840.00 PIPE END SECTION, 15 IN. | | | 0139 715-46020 3.000 EACH | 500.00000 1500.00| 540.00000 1620.00| 320.00000 960.00 PIPE END SECTION, 24 IN. | | | 0140 715-46025 1.000 EACH | 615.00000 615.00| 1190.00000 1190.00| 600.00000 600.00 PIPE END SECTION, 27 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -9 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1955595 |( 3 ) 35-1357381 |GOHMANN ASPHALT & CONSTR INC |TEAM CONTRACTING LLC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0141 716-07633 192.000 LFT | 215.00000 41280.00| 200.00000 38400.00| 560.00000 107520.00 PIPE INSTALLATION, TRENCHLESS, 24 IN. | | | 0142 720-44000 7.000 EACH | 175.00000 1225.00| 480.00000 3360.00| 200.00000 1400.00 CASTING, ADJUST TO GRADE | | | 0143 720-44000 5.000 EACH | 100.00000 500.00| 330.00000 1650.00| 120.00000 600.00 CASTING, ADJUST TO GRADE , UTILITY VALV | | | 0144 720-45005 1.000 EACH | 1600.00000 1600.00| 1500.00000 1500.00| 1150.00000 1150.00 INLET, A2 | | | 0145 720-45030 1.000 EACH | 1300.00000 1300.00| 1180.00000 1180.00| 900.00000 900.00 INLET, E7 | | | 0146 720-45035 5.000 EACH | 1600.00000 8000.00| 1300.00000 6500.00| 900.00000 4500.00 INLET, F7 | | | 0147 720-45040 1.000 EACH | 2000.00000 2000.00| 2100.00000 2100.00| 1200.00000 1200.00 INLET, G7 | | | 0148 720-45140 7.000 EACH | 2020.00000 14140.00| 2300.00000 16100.00| 1200.00000 8400.00 INLET, G7, MODIFIED | | | 0149 720-45270 2.000 EACH | 930.00000 1860.00| 1050.00000 2100.00| 900.00000 1800.00 PIPE CATCH BASIN, 18 IN. | | | 0150 720-45605 2.000 LFT | 380.00000 760.00| 1260.00000 2520.00| 340.00000 680.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0151 720-98174 6.000 EACH | 2400.00000 14400.00| 2400.00000 14400.00| 1600.00000 9600.00 INLET, B15 | | | 0152 720-98555 3.000 EACH | 2400.00000 7200.00| 2400.00000 7200.00| 1600.00000 4800.00 INLET, C15 | | | 0153 721-43020 1.000 EACH | 2000.00000 2000.00| 2500.00000 2500.00| 1500.00000 1500.00 AUTOMATIC DRAINAGE GATE, 24 IN. | | | 0154 722-51401 10.000 SFT | 195.00000 1950.00| 37.00000 370.00| 85.00000 850.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0155 722-51842 545.000 SYS | 54.00000 29430.00| 73.00000 39785.00| 45.00000 24525.00 BRIDGE DECK OVERLAY | | | 0156 722-51846 2.000 CYS | 330.00000 660.00| 330.00000 660.00| 330.00000 660.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0157 722-51852 430.000 SFT | 15.00000 6450.00| 13.00000 5590.00| 24.00000 10320.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0158 722-60824 364.000 SYS | 11.00000 4004.00| 7.60000 2766.40| 8.20000 2984.80 SURFACE MILLING | | | 0159 801-03290 4.000 EACH | 375.00000 1500.00| 375.00000 1500.00| 390.00000 1560.00 CONSTRUCTION SIGN, C | | | 0160 801-03291 41.000 EACH | 55.00000 2255.00| 55.00000 2255.00| 65.00000 2665.00 CONSTRUCTION SIGN, D | | | 0161 801-04308 6.000 EACH | 295.00000 1770.00| 295.00000 1770.00| 325.00000 1950.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -10 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1955595 |( 3 ) 35-1357381 |GOHMANN ASPHALT & CONSTR INC |TEAM CONTRACTING LLC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0162 801-06203 1000.000 LFT | 0.28000 280.00| 0.28000 280.00| 0.30000 300.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0163 801-06207 2000.000 LFT | 1.25000 2500.00| 1.00000 2000.00| 1.10000 2200.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0164 801-06625 35.000 EACH | 115.00000 4025.00| 115.00000 4025.00| 130.00000 4550.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0165 801-06640 20.000 EACH | 135.00000 2700.00| 135.00000 2700.00| 150.00000 3000.00 CONSTRUCTION SIGN, A | | | 0166 801-06775 LUMP | 21000.00000 21000.00| 15000.00000 15000.00| 40000.00000 40000.00 MAINTAINING TRAFFIC | | | 0167 801-07119 104.000 LFT | 21.00000 2184.00| 21.00000 2184.00| 22.00000 2288.00 BARRICADE, III-B | | | 0168 802-05701 122.000 LFT | 10.96000 1337.12| 10.96000 1337.12| 12.00000 1464.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0169 802-05702 70.000 LFT | 10.49000 734.30| 10.50000 735.00| 11.50000 805.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0170 802-07058 2.000 EACH | 195.00000 390.00| 195.00000 390.00| 220.00000 440.00 SIGN, SHEET ASSEMBLY, RELOCATE | | | 0171 802-07059 18.000 EACH | 85.00000 1530.00| 85.00000 1530.00| 95.00000 1710.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0172 802-76025 91.000 SFT | 17.00000 1547.00| 17.00000 1547.00| 18.00000 1638.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0173 802-76035 41.000 SFT | 19.00000 779.00| 19.00000 779.00| 20.00000 820.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0174 802-76055 32.000 LFT | 4.95000 158.40| 4.94000 158.08| 5.20000 166.40 SIGN POST, A | | | 0175 808-06703 15571.000 LFT | 0.40000 6228.40| 0.40000 6228.40| 0.45000 7006.95 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0176 808-06716 5000.000 LFT | 0.70000 3500.00| 0.70000 3500.00| 0.75000 3750.00 LINE, REMOVE | | | 0177 808-75051 355.000 LFT | 2.26000 802.30| 2.26000 802.30| 2.40000 852.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0178 808-75054 355.000 LFT | 2.26000 802.30| 2.26000 802.30| 2.40000 852.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0179 808-75240 930.000 LFT | 0.42000 390.60| 0.42000 390.60| 0.45000 418.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -11 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1955595 |( 3 ) 35-1357381 |GOHMANN ASPHALT & CONSTR INC |TEAM CONTRACTING LLC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 808-75245 8480.000 LFT | 0.42000 3561.60| 0.42000 3561.60| 0.45000 3816.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0181 808-75278 279.000 LFT | 2.90000 809.10| 2.90000 809.10| 3.10000 864.90 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0182 808-75297 122.000 LFT | 5.90000 719.80| 5.90000 719.80| 6.30000 768.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0183 808-75320 3.000 EACH | 60.00000 180.00| 60.00000 180.00| 65.00000 195.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0184 808-92027 1335.000 LFT | 0.82000 1094.70| 0.82000 1094.70| 0.90000 1201.50 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0185 206-51235 LUMP | 26000.00000 26000.00| 20000.00000 20000.00| 27000.00000 27000.00 COFFERDAM | | | SECTION TOTALS | $ 2,318,000.00| $ 2,391,089.29| $ 2,609,516.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,318,000.00| $ 2,391,089.29| $ 2,609,516.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -12 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1004746 |( 5 ) 31-1323837 |( 6 ) 35-1284281 |TEMPLE & TEMPLE EXCAVATING |SUNESIS CONSTRUCTION COMPANY |DAN CRISTIANI EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP | 60000.00000 60000.00| 24500.00000 24500.00| 38920.00000 38920.00 CONSTRUCTION ENGINEERING | | | 0002 105-06845 LUMP | 2100.00000 2100.00| 1200.00000 1200.00| 5560.00000 5560.00 CONSTRUCTION ENGINEERING , WETLAND | | | 0003 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0004 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0005 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 120000.00000 120000.00| 76500.00000 76500.00| 77840.00000 77840.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 110-01001 LUMP | 7600.00000 7600.00| 1800.00000 1800.00| 13900.00000 13900.00 MOBILIZATION AND DEMOBILIZATION , | | | WETLAND | | | 0012 201-52370 LUMP | 46220.00000 46220.00| 43500.00000 43500.00| 20572.00000 20572.00 CLEARING RIGHT OF WAY | | | 0013 202-02189 1.000 EACH | 1680.00000 1680.00| 1400.00000 1400.00| 1668.00000 1668.00 BRIDGE IDENTIFICATION MARKERS, REMOVE | | | AND RESET | | | 0014 202-02241 197.000 LFT | 3.00000 591.00| 3.25000 640.25| 11.52000 2269.44 GUARDRAIL, REMOVE | | | 0015 202-02272 70.000 LFT | 4.00000 280.00| 6.30000 441.00| 9.37000 655.90 PAVED SIDE DITCH, REMOVE | | | 0016 202-02279 176.000 LFT | 4.00000 704.00| 5.75000 1012.00| 5.15000 906.40 CURB AND GUTTER, REMOVE | | | 0017 202-07003 LUMP | 870.00000 870.00| 2000.00000 2000.00| 1357.00000 1357.00 REMOVE , CONCRETE BOX CULVERT | | | 0018 202-07846 15.000 EACH | 230.00000 3450.00| 255.00000 3825.00| 218.69000 3280.35 TREE , REMOVE AND REPLANT | | | 0019 202-51328 LUMP | 57000.00000 57000.00| 36500.00000 36500.00| 56712.00000 56712.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -13 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1004746 |( 5 ) 31-1323837 |( 6 ) 35-1284281 |TEMPLE & TEMPLE EXCAVATING |SUNESIS CONSTRUCTION COMPANY |DAN CRISTIANI EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-74025 5990.000 LFT | 0.60000 3594.00| 2.12000 12698.80| 2.28000 13657.20 FENCE, REMOVE | | | 0021 202-96133 887.000 LFT | 7.50000 6652.50| 3.10000 2749.70| 18.27000 16205.49 PIPE, REMOVE | | | 0022 203-02000 23995.000 CYS | 13.00000 311935.00| 8.77000 210436.15| 11.12000 266824.40 EXCAVATION, COMMON | | | 0023 203-02000 285.000 CYS | 16.00000 4560.00| 29.50000 8407.50| 30.51000 8695.35 EXCAVATION, COMMON , WETLAND | | | 0024 203-02020 2150.000 CYS | 26.00000 55900.00| 8.68000 18662.00| 27.80000 59770.00 EXCAVATION, UNCLASSIFIED | | | 0025 203-51223 440.000 CYS | 15.00000 6600.00| 16.00000 7040.00| 16.93000 7449.20 EXCAVATION, WATERWAY | | | 0026 205-03371 200.000 CYS | 17.00000 3400.00| 15.00000 3000.00| 23.80000 4760.00 SEDIMENT, REMOVE | | | 0027 205-06931 315.000 TON | 18.00000 5670.00| 20.00000 6300.00| 26.30000 8284.50 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0028 205-06931 27.000 TON | 18.00000 486.00| 34.00000 918.00| 28.28000 763.56 TEMPORARY CHECK DAM, REVETMENT RIPRAP , | | | LEFT IN PLACE, WETLAND | | | 0029 205-06933 17.000 EACH | 105.00000 1785.00| 106.00000 1802.00| 106.00000 1802.00 TEMPORARY DITCH INLET PROTECTION | | | 0030 205-06934 43.000 TON | 375.00000 16125.00| 375.00000 16125.00| 375.00000 16125.00 TEMPORARY MULCHING | | | 0031 205-06934 2.000 TON | 375.00000 750.00| 375.00000 750.00| 375.00000 750.00 TEMPORARY MULCHING , WETLAND | | | 0032 205-06936 117.000 TON | 112.00000 13104.00| 30.00000 3510.00| 30.00000 3510.00 TEMPORARY SEDIMENT TRAP | | | 0033 205-06937 4010.000 LFT | 1.30000 5213.00| 1.30000 5213.00| 1.28000 5132.80 TEMPORARY SILT FENCE | | | 0034 205-06937 1975.000 LFT | 1.30000 2567.50| 1.30000 2567.50| 1.28000 2528.00 TEMPORARY SILT FENCE , WETLAND | | | 0035 205-09543 103.000 TON | 22.00000 2266.00| 42.50000 4377.50| 14.20000 1462.60 NO 2 STONE | | | 0036 205-09543 100.000 TON | 14.00000 1400.00| 30.00000 3000.00| 14.20000 1420.00 NO 2 STONE , WETLAND | | | 0037 206-51215 12.000 CYS | 235.00000 2820.00| 335.00000 4020.00| 234.00000 2808.00 EXCAVATION, X | | | 0038 206-51220 139.000 CYS | 56.00000 7784.00| 58.00000 8062.00| 55.60000 7728.40 EXCAVATION, WET | | | 0039 206-51230 23.000 CYS | 79.00000 1817.00| 47.00000 1081.00| 77.84000 1790.32 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0040 207-08263 23486.000 SYS | 5.00000 117430.00| 6.32000 148431.52| 13.30000 312363.80 SUBGRADE TREATMENT, TYPE IA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -14 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1004746 |( 5 ) 31-1323837 |( 6 ) 35-1284281 |TEMPLE & TEMPLE EXCAVATING |SUNESIS CONSTRUCTION COMPANY |DAN CRISTIANI EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 207-08267 1301.000 SYS | 9.00000 11709.00| 12.25000 15937.25| 8.50000 11058.50 SUBGRADE TREATMENT, TYPE IIIA | | | 0042 211-06467 14.000 CYS | 47.00000 658.00| 21.00000 294.00| 46.70000 653.80 AGGREGATE FOR END BENT BACKFILL | | | 0043 211-09264 545.000 CYS | 19.00000 10355.00| 16.60000 9047.00| 22.19000 12093.55 STRUCTURE BACKFILL, TYPE 1 | | | 0044 211-09265 25.000 CYS | 19.00000 475.00| 18.00000 450.00| 20.35000 508.75 STRUCTURE BACKFILL, TYPE 2 | | | 0045 211-09266 117.000 CYS | 13.00000 1521.00| 18.85000 2205.45| 31.35000 3667.95 STRUCTURE BACKFILL, TYPE 3 | | | 0046 211-09268 98.000 CYS | 75.00000 7350.00| 64.00000 6272.00| 81.92000 8028.16 STRUCTURE BACKFILL, TYPE 5 | | | 0047 301-07448 6963.000 TON | 11.50000 80074.50| 17.22000 119902.86| 11.00000 76593.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0048 302-07455 28.000 CYS | 37.00000 1036.00| 70.00000 1960.00| 20.00000 560.00 DENSE GRADED SUBBASE | | | 0049 303-01180 162.000 TON | 18.00000 2916.00| 25.00000 4050.00| 11.00000 1782.00 COMPACTED AGGREGATE, NO. 53 | | | 0050 303-07449 22.000 TON | 18.00000 396.00| 50.00000 1100.00| 11.56000 254.32 COMPACTED AGGREGATE, NO. 73 | | | 0051 304-07489 8.000 TON | 560.00000 4480.00| 207.00000 1656.00| 278.00000 2224.00 HMA PATCHING, TYPE A | | | 0052 306-08043 700.000 SYS | 7.00000 4900.00| 7.30000 5110.00| 4.45000 3115.00 MILLING, TRANSITION | | | 0053 401-07320 2494.000 TON | 66.00000 164604.00| 66.10000 164853.40| 64.50000 160863.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0054 401-07389 7432.000 TON | 53.00000 393896.00| 52.63000 391146.16| 57.27000 425630.64 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0055 402-07450 1133.000 TON | 57.00000 64581.00| 57.15000 64750.95| 67.00000 75911.00 HMA WEDGE AND LEVEL, TYPE A | | | 0056 404-05514 2600.000 SYS | 5.00000 13000.00| 5.30000 13780.00| 4.75000 12350.00 SEAL COAT, 5 | | | 0057 406-05520 16.000 TON | 450.00000 7200.00| 450.00000 7200.00| 556.00000 8896.00 ASPHALT FOR TACK COAT | | | 0058 601-01522 4.000 EACH | 2187.00000 8748.00| 2180.00000 8720.00| 2002.00000 8008.00 GUARDRAIL TRANSITION TYPE TGB | | | 0059 601-01700 1.000 EACH | 2013.00000 2013.00| 2000.00000 2000.00| 2000.00000 2000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0060 601-03464 4.000 EACH | 106.00000 424.00| 106.00000 424.00| 106.00000 424.00 GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -15 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1004746 |( 5 ) 31-1323837 |( 6 ) 35-1284281 |TEMPLE & TEMPLE EXCAVATING |SUNESIS CONSTRUCTION COMPANY |DAN CRISTIANI EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 601-94689 3.000 EACH | 2687.00000 8061.00| 2680.00000 8040.00| 2664.00000 7992.00 GUARDRAIL END TREATMENT, OS | | | 0062 601-99105 194.000 LFT | 24.00000 4656.00| 23.50000 4559.00| 23.46000 4551.24 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0063 601-99123 4.000 EACH | 2462.00000 9848.00| 2450.00000 9800.00| 2441.00000 9764.00 GUARDRAIL TRANSITION, GP | | | 0064 603-06040 6420.000 LFT | 6.00000 38520.00| 6.10000 39162.00| 6.07000 38969.40 FENCE, FARM FIELD, 47 IN. | | | 0065 603-06052 5.000 EACH | 533.00000 2665.00| 530.00000 2650.00| 528.00000 2640.00 FENCE GATE, FARM FIELD, 47 IN. X 12 FT. | | | 0066 605-06140 3852.000 LFT | 16.00000 61632.00| 19.70000 75884.40| 16.68000 64251.36 CURB AND GUTTER, CONCRETE | | | 0067 605-06155 212.000 LFT | 16.00000 3392.00| 27.00000 5724.00| 16.68000 3536.16 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0068 607-06175 315.000 LFT | 22.00000 6930.00| 34.00000 10710.00| 16.68000 5254.20 GUTTER, CONCRETE | | | 0069 607-06335 23.000 LFT | 44.00000 1012.00| 51.00000 1173.00| 74.00000 1702.00 PAVED SIDE DITCH, A | | | 0070 609-06259 175.000 SYS | 81.00000 14175.00| 77.00000 13475.00| 80.00000 14000.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0071 610-07486 33.000 TON | 80.00000 2640.00| 80.00000 2640.00| 139.00000 4587.00 HMA FOR APPROACHES, TYPE A | | | 0072 610-07487 127.000 TON | 80.00000 10160.00| 80.00000 10160.00| 111.00000 14097.00 HMA FOR APPROACHES, TYPE B | | | 0073 610-08446 632.000 SYS | 44.00000 27808.00| 42.50000 26860.00| 42.25000 26702.00 PCCP FOR APPROACHES, 6 IN. | | | 0074 610-09108 87.000 SYS | 78.00000 6786.00| 50.40000 4384.80| 50.00000 4350.00 PCCP FOR APPROACHES, 9 IN. | | | 0075 611-06497 9.000 EACH | 109.00000 981.00| 165.00000 1485.00| 128.00000 1152.00 MAILBOX ASSEMBLY, SINGLE | | | 0076 611-06498 8.000 EACH | 175.00000 1400.00| 175.00000 1400.00| 217.00000 1736.00 MAILBOX ASSEMBLY, DOUBLE | | | 0077 615-06505 26.000 EACH | 667.00000 17342.00| 665.00000 17290.00| 662.00000 17212.00 MONUMENT, B | | | 0078 615-06510 3.000 EACH | 555.00000 1665.00| 550.00000 1650.00| 551.00000 1653.00 MONUMENT, C | | | 0079 616-02320 1112.000 SYS | 4.00000 4448.00| 1.80000 2001.60| 3.50000 3892.00 GEOTEXTILES | | | 0080 616-05688 28.000 TON | 25.00000 700.00| 43.00000 1204.00| 29.08000 814.24 RIPRAP, CLASS 1 | | | 0081 616-06405 393.000 TON | 32.00000 12576.00| 30.00000 11790.00| 33.36000 13110.48 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -16 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1004746 |( 5 ) 31-1323837 |( 6 ) 35-1284281 |TEMPLE & TEMPLE EXCAVATING |SUNESIS CONSTRUCTION COMPANY |DAN CRISTIANI EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0082 621-01004 2.000 EACH | 560.00000 1120.00| 550.00000 1100.00| 1000.00000 2000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0083 621-01004 2.000 EACH | 560.00000 1120.00| 550.00000 1100.00| 1000.00000 2000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING , WETLAND | | | 0084 621-02770 3759.000 SYS | 1.30000 4886.70| 1.30000 4886.70| 1.30000 4886.70 EROSION CONTROL BLANKET | | | 0085 621-04258 28.000 LBS | 447.00000 12516.00| 4.90000 137.20| 5.00000 140.00 SEED MIXTURE , ANNUAL RYE GRASS, WETLAN | | | 0086 621-04258 42.000 LBS | 223.00000 9366.00| 200.00000 8400.00| 201.00000 8442.00 SEED MIXTURE , EMERGENT WETLAND SEED | | | MIX, WETLAND | | | 0087 621-04258 20.000 LBS | 200.00000 4000.00| 220.00000 4400.00| 222.00000 4440.00 SEED MIXTURE , SEDGE MEADOW SEED MIX, | | | WETLAND | | | 0088 621-04258 9.100 LBS | 5.00000 45.50| 445.00000 4049.50| 446.00000 4058.60 SEED MIXTURE , WOODY REVEGETATION SEED | | | MIX | | | 0089 621-06545 4.000 TON | 1100.00000 4400.00| 1050.00000 4200.00| 1092.00000 4368.00 FERTILIZER | | | 0090 621-06545 1.000 TON | 1100.00000 1100.00| 1050.00000 1050.00| 1092.00000 1092.00 FERTILIZER , WETLAND | | | 0091 621-06553 1207.000 LBS | 3.50000 4224.50| 3.45000 4164.15| 3.47000 4188.29 SEED MIXTURE, R | | | 0092 621-06557 2580.000 LBS | 1.50000 3870.00| 1.45000 3741.00| 1.45000 3741.00 SEED MIXTURE, T | | | 0093 621-06557 173.000 LBS | 1.50000 259.50| 1.45000 250.85| 1.45000 250.85 SEED MIXTURE, T , WETLAND | | | 0094 621-06565 20.000 TON | 438.00000 8760.00| 435.00000 8700.00| 437.00000 8740.00 MULCHING MATERIAL | | | 0095 621-06565 5.000 TON | 438.00000 2190.00| 435.00000 2175.00| 437.00000 2185.00 MULCHING MATERIAL , WETLAND | | | 0096 621-06567 39.000 kGAL | 1.10000 42.90| 1.00000 39.00| 2.00000 78.00 WATER | | | 0097 621-06567 720.000 kGAL | 1.10000 792.00| 1.00000 720.00| 2.00000 1440.00 WATER , WETLAND | | | 0098 621-06574 46.000 SYS | 2.80000 128.80| 2.80000 128.80| 2.78000 127.88 SODDING | | | 0099 621-06575 9602.000 SYS | 2.80000 26885.60| 2.80000 26885.60| 2.78000 26693.56 SODDING, NURSERY | | | 0100 622-52436 8.000 EACH | 35.00000 280.00| 35.00000 280.00| 35.00000 280.00 SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -17 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1004746 |( 5 ) 31-1323837 |( 6 ) 35-1284281 |TEMPLE & TEMPLE EXCAVATING |SUNESIS CONSTRUCTION COMPANY |DAN CRISTIANI EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0101 622-52436 10.000 EACH | 35.00000 350.00| 35.00000 350.00| 35.00000 350.00 SIGN, DO NOT MOW OR SPRAY , WETLAND | | | 0102 622-91786 280.000 EACH | 9.00000 2520.00| 8.80000 2464.00| 8.85000 2478.00 SEEDLING , TREE AND SHRUB, BARE ROOT | | | 0103 622-91786 880.000 EACH | 9.00000 7920.00| 8.80000 7744.00| 8.85000 7788.00 SEEDLING , TREE AND SHRUB, BARE ROOT, | | | WETLAND | | | 0104 624-92647 3.000 ACRE | 294.00000 882.00| 290.00000 870.00| 293.00000 879.00 HERBICIDE TREATMENT , WETLAND | | | 0105 628-09402 18.000 MOS | 1536.00000 27648.00| 1600.00000 28800.00| 2350.00000 42300.00 FIELD OFFICE, B | | | 0106 628-09407 18.000 MOS | 225.00000 4050.00| 1000.00000 18000.00| 444.00000 7992.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0107 701-51195 110.000 LFT | 87.50000 9625.00| 79.50000 8745.00| 87.00000 9570.00 PILE, STEEL H, HP 12" X 53 | | | 0108 701-91792 4.000 EACH | 179.00000 716.00| 97.00000 388.00| 178.00000 712.00 PILE TIP, STEEL H | | | 0109 702-51005 66.600 CYS | 785.00000 52281.00| 1287.00000 85714.20| 778.00000 51814.80 CONCRETE, A, SUBSTRUCTURE | | | 0110 702-51015 11.500 CYS | 560.00000 6440.00| 467.00000 5370.50| 556.00000 6394.00 CONCRETE, B, FOOTINGS | | | 0111 702-51863 100.000 EACH | 12.00000 1200.00| 10.00000 1000.00| 12.25000 1225.00 FIELD DRILLED HOLE IN CONCRETE | | | 0112 702-90915 67.000 CYS | 384.00000 25728.00| 330.00000 22110.00| 333.00000 22311.00 CONCRETE, A | | | 0113 702-94656 19.000 CYS | 538.00000 10222.00| 500.00000 9500.00| 778.00000 14782.00 CONCRETE, B | | | 0114 703-51030 14435.000 LBS | 1.00000 14435.00| 0.77000 11114.95| 0.99000 14290.65 REINFORCING STEEL | | | 0115 703-51032 34248.000 LBS | 1.10000 37672.80| 0.82000 28083.36| 1.12000 38357.76 REINFORCING STEEL, EPOXY COATED | | | 0116 704-09031 152.000 SYS | 112.00000 17024.00| 160.00000 24320.00| 112.00000 17024.00 ARTICULATING CONCRETE MATTRESS | | | 0117 704-51002 59.600 CYS | 786.00000 46845.60| 1404.00000 83678.40| 778.00000 46368.80 CONCRETE, C, SUPERSTRUCTURE | | | 0118 706-06341 294.000 LFT | 74.00000 21756.00| 80.00000 23520.00| 73.50000 21609.00 RAILING, PF-2 | | | 0119 706-06352 4.000 EACH | 2356.00000 9424.00| 2400.00000 9600.00| 2335.00000 9340.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-2 | | | 0120 706-51020 12.600 CYS | 684.00000 8618.40| 1730.00000 21798.00| 678.00000 8542.80 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -18 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1004746 |( 5 ) 31-1323837 |( 6 ) 35-1284281 |TEMPLE & TEMPLE EXCAVATING |SUNESIS CONSTRUCTION COMPANY |DAN CRISTIANI EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0121 707-07776 810.000 SFT | 67.00000 54270.00| 84.90000 68769.00| 67.00000 54270.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 21 IN. X 36 IN. | | | 0122 709-51821 LUMP | 2019.00000 2019.00| 3300.00000 3300.00| 3257.00000 3257.00 SURFACE SEAL | | | 0123 714-06279 66.000 LFT | 314.00000 20724.00| 399.00000 26334.00| 415.00000 27390.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 8' X 3' | | | 0124 715-01354 230.000 LFT | 12.34000 2838.20| 1.25000 287.50| 17.00000 3910.00 CLEAN EXISTING PIPE | | | 0125 715-05119 92.000 LFT | 24.00000 2208.00| 31.00000 2852.00| 59.00000 5428.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0126 715-05123 96.000 LFT | 36.00000 3456.00| 39.00000 3744.00| 87.00000 8352.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0127 715-05149 322.000 LFT | 18.00000 5796.00| 25.10000 8082.20| 75.00000 24150.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0128 715-05151 128.000 LFT | 15.00000 1920.00| 27.25000 3488.00| 58.00000 7424.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0129 715-05152 704.000 LFT | 24.00000 16896.00| 20.15000 14185.60| 40.00000 28160.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0130 715-05154 438.000 LFT | 31.00000 13578.00| 33.50000 14673.00| 49.00000 21462.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0131 715-05155 446.000 LFT | 47.00000 20962.00| 55.00000 24530.00| 58.75000 26202.50 PIPE, TYPE 2, CIRCULAR, 27 IN. | | | 0132 715-05169 304.000 LFT | 18.00000 5472.00| 30.25000 9196.00| 38.00000 11552.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0133 715-05173 40.000 LFT | 37.00000 1480.00| 44.75000 1790.00| 63.00000 2520.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0134 715-05407 50.000 LFT | 23.00000 1150.00| 10.44000 522.00| 22.25000 1112.50 PIPE, END BENT DRAIN, 6 IN. | | | 0135 715-08282 6.000 TON | 84.00000 504.00| 336.00000 2016.00| 278.00000 1668.00 HMA FOR STRUCTURE INSTALLATION, TYPE A | | | 0136 715-09064 1876.000 LFT | 1.00000 1876.00| 1.20000 2251.20| 1.00000 1876.00 VIDEO INSPECTION FOR PIPE | | | 0137 715-46000 2.000 EACH | 470.00000 940.00| 600.00000 1200.00| 300.00000 600.00 PIPE END SECTION, 12 IN. | | | 0138 715-46005 16.000 EACH | 496.00000 7936.00| 820.00000 13120.00| 319.00000 5104.00 PIPE END SECTION, 15 IN. | | | 0139 715-46020 3.000 EACH | 789.00000 2367.00| 960.00000 2880.00| 405.00000 1215.00 PIPE END SECTION, 24 IN. | | | 0140 715-46025 1.000 EACH | 876.00000 876.00| 1260.00000 1260.00| 578.00000 578.00 PIPE END SECTION, 27 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -19 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1004746 |( 5 ) 31-1323837 |( 6 ) 35-1284281 |TEMPLE & TEMPLE EXCAVATING |SUNESIS CONSTRUCTION COMPANY |DAN CRISTIANI EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0141 716-07633 192.000 LFT | 249.00000 47808.00| 259.50000 49824.00| 217.00000 41664.00 PIPE INSTALLATION, TRENCHLESS, 24 IN. | | | 0142 720-44000 7.000 EACH | 353.00000 2471.00| 375.00000 2625.00| 378.00000 2646.00 CASTING, ADJUST TO GRADE | | | 0143 720-44000 5.000 EACH | 196.00000 980.00| 105.00000 525.00| 467.00000 2335.00 CASTING, ADJUST TO GRADE , UTILITY VALV | | | 0144 720-45005 1.000 EACH | 1418.00000 1418.00| 1025.00000 1025.00| 1429.00000 1429.00 INLET, A2 | | | 0145 720-45030 1.000 EACH | 1160.00000 1160.00| 1120.00000 1120.00| 1140.00000 1140.00 INLET, E7 | | | 0146 720-45035 5.000 EACH | 1160.00000 5800.00| 1120.00000 5600.00| 1140.00000 5700.00 INLET, F7 | | | 0147 720-45040 1.000 EACH | 1384.00000 1384.00| 1845.00000 1845.00| 1835.00000 1835.00 INLET, G7 | | | 0148 720-45140 7.000 EACH | 1440.00000 10080.00| 1900.00000 13300.00| 1835.00000 12845.00 INLET, G7, MODIFIED | | | 0149 720-45270 2.000 EACH | 1155.00000 2310.00| 670.00000 1340.00| 1215.00000 2430.00 PIPE CATCH BASIN, 18 IN. | | | 0150 720-45605 2.000 LFT | 448.00000 896.00| 810.00000 1620.00| 556.00000 1112.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0151 720-98174 6.000 EACH | 2051.00000 12306.00| 1925.00000 11550.00| 1975.00000 11850.00 INLET, B15 | | | 0152 720-98555 3.000 EACH | 2051.00000 6153.00| 1925.00000 5775.00| 1975.00000 5925.00 INLET, C15 | | | 0153 721-43020 1.000 EACH | 1020.00000 1020.00| 2150.00000 2150.00| 1760.00000 1760.00 AUTOMATIC DRAINAGE GATE, 24 IN. | | | 0154 722-51401 10.000 SFT | 112.00000 1120.00| 55.00000 550.00| 112.00000 1120.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0155 722-51842 545.000 SYS | 62.00000 33790.00| 58.15000 31691.75| 61.00000 33245.00 BRIDGE DECK OVERLAY | | | 0156 722-51846 2.000 CYS | 330.00000 660.00| 330.00000 660.00| 330.00000 660.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0157 722-51852 430.000 SFT | 11.00000 4730.00| 8.21000 3530.30| 11.12000 4781.60 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0158 722-60824 364.000 SYS | 7.00000 2548.00| 17.25000 6279.00| 8.40000 3057.60 SURFACE MILLING | | | 0159 801-03290 4.000 EACH | 421.00000 1684.00| 420.00000 1680.00| 417.00000 1668.00 CONSTRUCTION SIGN, C | | | 0160 801-03291 41.000 EACH | 62.00000 2542.00| 62.00000 2542.00| 61.00000 2501.00 CONSTRUCTION SIGN, D | | | 0161 801-04308 6.000 EACH | 331.00000 1986.00| 330.00000 1980.00| 328.00000 1968.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -20 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1004746 |( 5 ) 31-1323837 |( 6 ) 35-1284281 |TEMPLE & TEMPLE EXCAVATING |SUNESIS CONSTRUCTION COMPANY |DAN CRISTIANI EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0162 801-06203 1000.000 LFT | 0.30000 300.00| 0.30000 300.00| 0.31000 310.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0163 801-06207 2000.000 LFT | 1.10000 2200.00| 1.10000 2200.00| 1.11000 2220.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0164 801-06625 35.000 EACH | 129.00000 4515.00| 128.00000 4480.00| 127.00000 4445.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0165 801-06640 20.000 EACH | 151.00000 3020.00| 150.00000 3000.00| 150.00000 3000.00 CONSTRUCTION SIGN, A | | | 0166 801-06775 LUMP | 13461.00000 13461.00| 24200.00000 24200.00| 20016.00000 20016.00 MAINTAINING TRAFFIC | | | 0167 801-07119 104.000 LFT | 24.00000 2496.00| 23.50000 2444.00| 23.35000 2428.40 BARRICADE, III-B | | | 0168 802-05701 122.000 LFT | 12.30000 1500.60| 12.25000 1494.50| 12.00000 1464.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0169 802-05702 70.000 LFT | 12.00000 840.00| 11.75000 822.50| 12.00000 840.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0170 802-07058 2.000 EACH | 219.00000 438.00| 218.00000 436.00| 217.00000 434.00 SIGN, SHEET ASSEMBLY, RELOCATE | | | 0171 802-07059 18.000 EACH | 95.00000 1710.00| 95.00000 1710.00| 95.00000 1710.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0172 802-76025 91.000 SFT | 95.00000 8645.00| 19.00000 1729.00| 19.00000 1729.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0173 802-76035 41.000 SFT | 21.00000 861.00| 21.25000 871.25| 21.00000 861.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0174 802-76055 32.000 LFT | 5.50000 176.00| 5.50000 176.00| 5.50000 176.00 SIGN POST, A | | | 0175 808-06703 15571.000 LFT | 0.50000 7785.50| 0.44000 6851.24| 0.44000 6851.24 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0176 808-06716 5000.000 LFT | 0.80000 4000.00| 0.78000 3900.00| 0.78000 3900.00 LINE, REMOVE | | | 0177 808-75051 355.000 LFT | 2.50000 887.50| 2.50000 887.50| 2.51000 891.05 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0178 808-75054 355.000 LFT | 2.50000 887.50| 2.50000 887.50| 2.51000 891.05 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0179 808-75240 930.000 LFT | 0.50000 465.00| 0.45000 418.50| 0.47000 437.10 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -21 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1004746 |( 5 ) 31-1323837 |( 6 ) 35-1284281 |TEMPLE & TEMPLE EXCAVATING |SUNESIS CONSTRUCTION COMPANY |DAN CRISTIANI EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 808-75245 8480.000 LFT | 0.50000 4240.00| 0.45000 3816.00| 0.47000 3985.60 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0181 808-75278 279.000 LFT | 3.25000 906.75| 3.20000 892.80| 3.22000 898.38 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0182 808-75297 122.000 LFT | 6.60000 805.20| 6.50000 793.00| 6.56000 800.32 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0183 808-75320 3.000 EACH | 67.00000 201.00| 65.00000 195.00| 66.72000 200.16 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0184 808-92027 1335.000 LFT | 0.92000 1228.20| 0.90000 1201.50| 0.91000 1214.85 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0185 206-51235 LUMP | 9500.00000 9500.00| 105300.00000 105300.00| 9452.00000 9452.00 COFFERDAM | | | SECTION TOTALS | $ 2,662,623.25| $ 2,725,655.84| $ 2,874,405.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,662,623.25| $ 2,725,655.84| $ 2,874,405.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -22 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1487672 |( 8 ) 35-1618530 |( 9 ) 61-1013120 |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVI |T & C CONTRACTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP | 22500.00000 22500.00| 37500.00000 37500.00| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06845 LUMP | 2499.46000 2499.46| 1900.00000 1900.00| 2500.00000 2500.00 CONSTRUCTION ENGINEERING , WETLAND | | | 0003 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0004 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0005 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 88000.00000 88000.00| 149332.96000 149332.96| 146000.00000 146000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 110-01001 LUMP | 3500.00000 3500.00| 1.00000 1.00| 1500.00000 1500.00 MOBILIZATION AND DEMOBILIZATION , | | | WETLAND | | | 0012 201-52370 LUMP | 75000.00000 75000.00| 59733.18000 59733.18| 28000.00000 28000.00 CLEARING RIGHT OF WAY | | | 0013 202-02189 1.000 EACH | 2500.00000 2500.00| 1500.00000 1500.00| 800.00000 800.00 BRIDGE IDENTIFICATION MARKERS, REMOVE | | | AND RESET | | | 0014 202-02241 197.000 LFT | 5.00000 985.00| 7.00000 1379.00| 3.00000 591.00 GUARDRAIL, REMOVE | | | 0015 202-02272 70.000 LFT | 9.00000 630.00| 20.00000 1400.00| 7.00000 490.00 PAVED SIDE DITCH, REMOVE | | | 0016 202-02279 176.000 LFT | 9.00000 1584.00| 15.00000 2640.00| 7.00000 1232.00 CURB AND GUTTER, REMOVE | | | 0017 202-07003 LUMP | 4000.00000 4000.00| 3000.00000 3000.00| 4500.00000 4500.00 REMOVE , CONCRETE BOX CULVERT | | | 0018 202-07846 15.000 EACH | 225.00000 3375.00| 225.00000 3375.00| 225.00000 3375.00 TREE , REMOVE AND REPLANT | | | 0019 202-51328 LUMP | 56500.00000 56500.00| 65000.00000 65000.00| 40000.00000 40000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -23 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1487672 |( 8 ) 35-1618530 |( 9 ) 61-1013120 |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVI |T & C CONTRACTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-74025 5990.000 LFT | 2.00000 11980.00| 1.60000 9584.00| 2.50000 14975.00 FENCE, REMOVE | | | 0021 202-96133 887.000 LFT | 9.00000 7983.00| 10.00000 8870.00| 7.00000 6209.00 PIPE, REMOVE | | | 0022 203-02000 23995.000 CYS | 13.00000 311935.00| 9.00000 215955.00| 24.50000 587877.50 EXCAVATION, COMMON | | | 0023 203-02000 285.000 CYS | 12.00000 3420.00| 15.00000 4275.00| 52.75000 15033.75 EXCAVATION, COMMON , WETLAND | | | 0024 203-02020 2150.000 CYS | 8.00000 17200.00| 25.00000 53750.00| 73.00000 156950.00 EXCAVATION, UNCLASSIFIED | | | 0025 203-51223 440.000 CYS | 22.50000 9900.00| 15.00000 6600.00| 20.00000 8800.00 EXCAVATION, WATERWAY | | | 0026 205-03371 200.000 CYS | 21.00000 4200.00| 15.00000 3000.00| 11.00000 2200.00 SEDIMENT, REMOVE | | | 0027 205-06931 315.000 TON | 38.00000 11970.00| 40.00000 12600.00| 31.00000 9765.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0028 205-06931 27.000 TON | 38.00000 1026.00| 40.00000 1080.00| 24.00000 648.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP , | | | LEFT IN PLACE, WETLAND | | | 0029 205-06933 17.000 EACH | 95.00000 1615.00| 95.00000 1615.00| 95.00000 1615.00 TEMPORARY DITCH INLET PROTECTION | | | 0030 205-06934 43.000 TON | 335.00000 14405.00| 335.00000 14405.00| 335.00000 14405.00 TEMPORARY MULCHING | | | 0031 205-06934 2.000 TON | 335.00000 670.00| 335.00000 670.00| 335.00000 670.00 TEMPORARY MULCHING , WETLAND | | | 0032 205-06936 117.000 TON | 37.94000 4438.98| 30.00000 3510.00| 31.16000 3645.72 TEMPORARY SEDIMENT TRAP | | | 0033 205-06937 4010.000 LFT | 1.15000 4611.50| 1.15000 4611.50| 1.15000 4611.50 TEMPORARY SILT FENCE | | | 0034 205-06937 1975.000 LFT | 1.15000 2271.25| 1.15000 2271.25| 1.15000 2271.25 TEMPORARY SILT FENCE , WETLAND | | | 0035 205-09543 103.000 TON | 36.00000 3708.00| 40.00000 4120.00| 105.00000 10815.00 NO 2 STONE | | | 0036 205-09543 100.000 TON | 36.00000 3600.00| 40.00000 4000.00| 105.00000 10500.00 NO 2 STONE , WETLAND | | | 0037 206-51215 12.000 CYS | 228.00000 2736.00| 150.00000 1800.00| 72.00000 864.00 EXCAVATION, X | | | 0038 206-51220 139.000 CYS | 39.00000 5421.00| 30.00000 4170.00| 40.00000 5560.00 EXCAVATION, WET | | | 0039 206-51230 23.000 CYS | 95.00000 2185.00| 150.00000 3450.00| 73.00000 1679.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0040 207-08263 23486.000 SYS | 5.10000 119778.60| 8.00000 187888.00| 5.45000 127998.70 SUBGRADE TREATMENT, TYPE IA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -24 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1487672 |( 8 ) 35-1618530 |( 9 ) 61-1013120 |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVI |T & C CONTRACTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 207-08267 1301.000 SYS | 14.00000 18214.00| 15.00000 19515.00| 8.90000 11578.90 SUBGRADE TREATMENT, TYPE IIIA | | | 0042 211-06467 14.000 CYS | 66.00000 924.00| 100.00000 1400.00| 23.00000 322.00 AGGREGATE FOR END BENT BACKFILL | | | 0043 211-09264 545.000 CYS | 25.00000 13625.00| 35.00000 19075.00| 25.00000 13625.00 STRUCTURE BACKFILL, TYPE 1 | | | 0044 211-09265 25.000 CYS | 25.00000 625.00| 60.00000 1500.00| 25.00000 625.00 STRUCTURE BACKFILL, TYPE 2 | | | 0045 211-09266 117.000 CYS | 25.00000 2925.00| 60.00000 7020.00| 27.00000 3159.00 STRUCTURE BACKFILL, TYPE 3 | | | 0046 211-09268 98.000 CYS | 100.00000 9800.00| 175.00000 17150.00| 73.00000 7154.00 STRUCTURE BACKFILL, TYPE 5 | | | 0047 301-07448 6963.000 TON | 18.00000 125334.00| 22.00000 153186.00| 11.50000 80074.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0048 302-07455 28.000 CYS | 64.00000 1792.00| 100.00000 2800.00| 34.50000 966.00 DENSE GRADED SUBBASE | | | 0049 303-01180 162.000 TON | 50.00000 8100.00| 24.00000 3888.00| 13.50000 2187.00 COMPACTED AGGREGATE, NO. 53 | | | 0050 303-07449 22.000 TON | 43.00000 946.00| 40.00000 880.00| 13.50000 297.00 COMPACTED AGGREGATE, NO. 73 | | | 0051 304-07489 8.000 TON | 575.00000 4600.00| 250.00000 2000.00| 105.00000 840.00 HMA PATCHING, TYPE A | | | 0052 306-08043 700.000 SYS | 3.50000 2450.00| 15.00000 10500.00| 3.95000 2765.00 MILLING, TRANSITION | | | 0053 401-07320 2494.000 TON | 61.75000 154004.50| 59.00000 147146.00| 59.00000 147146.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0054 401-07389 7432.000 TON | 48.25000 358594.00| 47.00000 349304.00| 47.00000 349304.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0055 402-07450 1133.000 TON | 62.25000 70529.25| 51.00000 57783.00| 51.00000 57783.00 HMA WEDGE AND LEVEL, TYPE A | | | 0056 404-05514 2600.000 SYS | 7.25000 18850.00| 4.70000 12220.00| 4.70000 12220.00 SEAL COAT, 5 | | | 0057 406-05520 16.000 TON | 462.00000 7392.00| 400.00000 6400.00| 400.00000 6400.00 ASPHALT FOR TACK COAT | | | 0058 601-01522 4.000 EACH | 1950.00000 7800.00| 1780.00000 7120.00| 1950.00000 7800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0059 601-01700 1.000 EACH | 1795.00000 1795.00| 2240.00000 2240.00| 1795.00000 1795.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0060 601-03464 4.000 EACH | 95.00000 380.00| 37.00000 148.00| 95.00000 380.00 GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -25 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1487672 |( 8 ) 35-1618530 |( 9 ) 61-1013120 |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVI |T & C CONTRACTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 601-94689 3.000 EACH | 2395.00000 7185.00| 2395.00000 7185.00| 2395.00000 7185.00 GUARDRAIL END TREATMENT, OS | | | 0062 601-99105 194.000 LFT | 21.10000 4093.40| 16.00000 3104.00| 21.10000 4093.40 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0063 601-99123 4.000 EACH | 2195.00000 8780.00| 2555.00000 10220.00| 2195.00000 8780.00 GUARDRAIL TRANSITION, GP | | | 0064 603-06040 6420.000 LFT | 5.46000 35053.20| 6.50000 41730.00| 5.46000 35053.20 FENCE, FARM FIELD, 47 IN. | | | 0065 603-06052 5.000 EACH | 475.00000 2375.00| 770.00000 3850.00| 475.00000 2375.00 FENCE GATE, FARM FIELD, 47 IN. X 12 FT. | | | 0066 605-06140 3852.000 LFT | 15.00000 57780.00| 14.00000 53928.00| 15.00000 57780.00 CURB AND GUTTER, CONCRETE | | | 0067 605-06155 212.000 LFT | 23.00000 4876.00| 20.00000 4240.00| 16.00000 3392.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0068 607-06175 315.000 LFT | 20.00000 6300.00| 25.00000 7875.00| 16.00000 5040.00 GUTTER, CONCRETE | | | 0069 607-06335 23.000 LFT | 100.00000 2300.00| 45.00000 1035.00| 50.00000 1150.00 PAVED SIDE DITCH, A | | | 0070 609-06259 175.000 SYS | 107.00000 18725.00| 100.00000 17500.00| 120.00000 21000.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0071 610-07486 33.000 TON | 203.00000 6699.00| 71.00000 2343.00| 71.00000 2343.00 HMA FOR APPROACHES, TYPE A | | | 0072 610-07487 127.000 TON | 103.00000 13081.00| 71.00000 9017.00| 71.00000 9017.00 HMA FOR APPROACHES, TYPE B | | | 0073 610-08446 632.000 SYS | 60.00000 37920.00| 38.00000 24016.00| 50.00000 31600.00 PCCP FOR APPROACHES, 6 IN. | | | 0074 610-09108 87.000 SYS | 70.00000 6090.00| 45.00000 3915.00| 58.00000 5046.00 PCCP FOR APPROACHES, 9 IN. | | | 0075 611-06497 9.000 EACH | 115.00000 1035.00| 187.00000 1683.00| 115.00000 1035.00 MAILBOX ASSEMBLY, SINGLE | | | 0076 611-06498 8.000 EACH | 195.00000 1560.00| 374.00000 2992.00| 195.00000 1560.00 MAILBOX ASSEMBLY, DOUBLE | | | 0077 615-06505 26.000 EACH | 595.00000 15470.00| 615.00000 15990.00| 595.00000 15470.00 MONUMENT, B | | | 0078 615-06510 3.000 EACH | 495.00000 1485.00| 490.00000 1470.00| 495.00000 1485.00 MONUMENT, C | | | 0079 616-02320 1112.000 SYS | 2.00000 2224.00| 3.00000 3336.00| 2.70000 3002.40 GEOTEXTILES | | | 0080 616-05688 28.000 TON | 44.00000 1232.00| 35.00000 980.00| 34.00000 952.00 RIPRAP, CLASS 1 | | | 0081 616-06405 393.000 TON | 33.00000 12969.00| 25.00000 9825.00| 29.50000 11593.50 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -26 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1487672 |( 8 ) 35-1618530 |( 9 ) 61-1013120 |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVI |T & C CONTRACTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0082 621-01004 2.000 EACH | 500.00000 1000.00| 500.00000 1000.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0083 621-01004 2.000 EACH | 500.00000 1000.00| 500.00000 1000.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING , WETLAND | | | 0084 621-02770 3759.000 SYS | 1.16000 4360.44| 1.16000 4360.44| 1.16000 4360.44 EROSION CONTROL BLANKET | | | 0085 621-04258 28.000 LBS | 4.40000 123.20| 4.40000 123.20| 4.40000 123.20 SEED MIXTURE , ANNUAL RYE GRASS, WETLAN | | | 0086 621-04258 42.000 LBS | 180.00000 7560.00| 180.00000 7560.00| 180.00000 7560.00 SEED MIXTURE , EMERGENT WETLAND SEED | | | MIX, WETLAND | | | 0087 621-04258 20.000 LBS | 199.00000 3980.00| 199.00000 3980.00| 199.00000 3980.00 SEED MIXTURE , SEDGE MEADOW SEED MIX, | | | WETLAND | | | 0088 621-04258 9.100 LBS | 399.00000 3630.90| 399.00000 3630.90| 399.00000 3630.90 SEED MIXTURE , WOODY REVEGETATION SEED | | | MIX | | | 0089 621-06545 4.000 TON | 975.00000 3900.00| 975.00000 3900.00| 975.00000 3900.00 FERTILIZER | | | 0090 621-06545 1.000 TON | 975.00000 975.00| 975.00000 975.00| 975.00000 975.00 FERTILIZER , WETLAND | | | 0091 621-06553 1207.000 LBS | 3.10000 3741.70| 3.10000 3741.70| 3.10000 3741.70 SEED MIXTURE, R | | | 0092 621-06557 2580.000 LBS | 1.30000 3354.00| 1.30000 3354.00| 1.30000 3354.00 SEED MIXTURE, T | | | 0093 621-06557 173.000 LBS | 1.30000 224.90| 1.30000 224.90| 1.30000 224.90 SEED MIXTURE, T , WETLAND | | | 0094 621-06565 20.000 TON | 390.00000 7800.00| 390.00000 7800.00| 390.00000 7800.00 MULCHING MATERIAL | | | 0095 621-06565 5.000 TON | 390.00000 1950.00| 390.00000 1950.00| 390.00000 1950.00 MULCHING MATERIAL , WETLAND | | | 0096 621-06567 39.000 kGAL | 1.00000 39.00| 1.00000 39.00| 1.00000 39.00 WATER | | | 0097 621-06567 720.000 kGAL | 1.00000 720.00| 1.00000 720.00| 1.00000 720.00 WATER , WETLAND | | | 0098 621-06574 46.000 SYS | 2.49000 114.54| 2.49000 114.54| 2.49000 114.54 SODDING | | | 0099 621-06575 9602.000 SYS | 2.49000 23908.98| 2.49000 23908.98| 2.49000 23908.98 SODDING, NURSERY | | | 0100 622-52436 8.000 EACH | 31.00000 248.00| 31.00000 248.00| 31.00000 248.00 SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -27 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1487672 |( 8 ) 35-1618530 |( 9 ) 61-1013120 |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVI |T & C CONTRACTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0101 622-52436 10.000 EACH | 31.00000 310.00| 31.00000 310.00| 31.00000 310.00 SIGN, DO NOT MOW OR SPRAY , WETLAND | | | 0102 622-91786 280.000 EACH | 7.90000 2212.00| 7.90000 2212.00| 7.90000 2212.00 SEEDLING , TREE AND SHRUB, BARE ROOT | | | 0103 622-91786 880.000 EACH | 7.90000 6952.00| 7.90000 6952.00| 7.90000 6952.00 SEEDLING , TREE AND SHRUB, BARE ROOT, | | | WETLAND | | | 0104 624-92647 3.000 ACRE | 262.00000 786.00| 262.00000 786.00| 262.00000 786.00 HERBICIDE TREATMENT , WETLAND | | | 0105 628-09402 18.000 MOS | 2500.00000 45000.00| 2200.00000 39600.00| 1500.00000 27000.00 FIELD OFFICE, B | | | 0106 628-09407 18.000 MOS | 200.00000 3600.00| 250.00000 4500.00| 200.00000 3600.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0107 701-51195 110.000 LFT | 120.00000 13200.00| 125.00000 13750.00| 83.00000 9130.00 PILE, STEEL H, HP 12" X 53 | | | 0108 701-91792 4.000 EACH | 115.00000 460.00| 150.00000 600.00| 103.00000 412.00 PILE TIP, STEEL H | | | 0109 702-51005 66.600 CYS | 1600.00000 106560.00| 800.00000 53280.00| 1200.00000 79920.00 CONCRETE, A, SUBSTRUCTURE | | | 0110 702-51015 11.500 CYS | 2500.00000 28750.00| 800.00000 9200.00| 1800.00000 20700.00 CONCRETE, B, FOOTINGS | | | 0111 702-51863 100.000 EACH | 25.00000 2500.00| 30.00000 3000.00| 25.00000 2500.00 FIELD DRILLED HOLE IN CONCRETE | | | 0112 702-90915 67.000 CYS | 575.00000 38525.00| 800.00000 53600.00| 590.00000 39530.00 CONCRETE, A | | | 0113 702-94656 19.000 CYS | 770.00000 14630.00| 800.00000 15200.00| 382.00000 7258.00 CONCRETE, B | | | 0114 703-51030 14435.000 LBS | 1.00000 14435.00| 1.00000 14435.00| 0.80000 11548.00 REINFORCING STEEL | | | 0115 703-51032 34248.000 LBS | 1.00000 34248.00| 1.10000 37672.80| 1.00000 34248.00 REINFORCING STEEL, EPOXY COATED | | | 0116 704-09031 152.000 SYS | 145.00000 22040.00| 150.00000 22800.00| 180.00000 27360.00 ARTICULATING CONCRETE MATTRESS | | | 0117 704-51002 59.600 CYS | 1080.00000 64368.00| 1000.00000 59600.00| 724.00000 43150.40 CONCRETE, C, SUPERSTRUCTURE | | | 0118 706-06341 294.000 LFT | 66.07000 19424.58| 82.00000 24108.00| 66.07000 19424.58 RAILING, PF-2 | | | 0119 706-06352 4.000 EACH | 2000.00000 8000.00| 2500.00000 10000.00| 2475.00000 9900.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-2 | | | 0120 706-51020 12.600 CYS | 850.00000 10710.00| 800.00000 10080.00| 1400.00000 17640.00 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -28 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1487672 |( 8 ) 35-1618530 |( 9 ) 61-1013120 |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVI |T & C CONTRACTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0121 707-07776 810.000 SFT | 95.00000 76950.00| 110.00000 89100.00| 74.00000 59940.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 21 IN. X 36 IN. | | | 0122 709-51821 LUMP | 3600.00000 3600.00| 2929.00000 2929.00| 8500.00000 8500.00 SURFACE SEAL | | | 0123 714-06279 66.000 LFT | 578.00000 38148.00| 600.00000 39600.00| 418.00000 27588.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 8' X 3' | | | 0124 715-01354 230.000 LFT | 11.00000 2530.00| 11.00000 2530.00| 11.00000 2530.00 CLEAN EXISTING PIPE | | | 0125 715-05119 92.000 LFT | 40.00000 3680.00| 35.00000 3220.00| 34.00000 3128.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0126 715-05123 96.000 LFT | 53.00000 5088.00| 45.00000 4320.00| 46.00000 4416.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0127 715-05149 322.000 LFT | 58.00000 18676.00| 75.00000 24150.00| 39.00000 12558.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0128 715-05151 128.000 LFT | 38.00000 4864.00| 45.00000 5760.00| 24.50000 3136.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0129 715-05152 704.000 LFT | 43.00000 30272.00| 40.00000 28160.00| 32.00000 22528.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0130 715-05154 438.000 LFT | 58.00000 25404.00| 75.00000 32850.00| 47.00000 20586.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0131 715-05155 446.000 LFT | 63.00000 28098.00| 75.00000 33450.00| 51.50000 22969.00 PIPE, TYPE 2, CIRCULAR, 27 IN. | | | 0132 715-05169 304.000 LFT | 38.00000 11552.00| 40.00000 12160.00| 40.50000 12312.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0133 715-05173 40.000 LFT | 89.00000 3560.00| 50.00000 2000.00| 53.00000 2120.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0134 715-05407 50.000 LFT | 19.00000 950.00| 20.00000 1000.00| 8.00000 400.00 PIPE, END BENT DRAIN, 6 IN. | | | 0135 715-08282 6.000 TON | 223.00000 1338.00| 200.00000 1200.00| 105.00000 630.00 HMA FOR STRUCTURE INSTALLATION, TYPE A | | | 0136 715-09064 1876.000 LFT | 1.50000 2814.00| 0.90000 1688.40| 0.90000 1688.40 VIDEO INSPECTION FOR PIPE | | | 0137 715-46000 2.000 EACH | 750.00000 1500.00| 750.00000 1500.00| 675.00000 1350.00 PIPE END SECTION, 12 IN. | | | 0138 715-46005 16.000 EACH | 770.00000 12320.00| 550.00000 8800.00| 690.00000 11040.00 PIPE END SECTION, 15 IN. | | | 0139 715-46020 3.000 EACH | 940.00000 2820.00| 650.00000 1950.00| 870.00000 2610.00 PIPE END SECTION, 24 IN. | | | 0140 715-46025 1.000 EACH | 1050.00000 1050.00| 750.00000 750.00| 1100.00000 1100.00 PIPE END SECTION, 27 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -29 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1487672 |( 8 ) 35-1618530 |( 9 ) 61-1013120 |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVI |T & C CONTRACTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0141 716-07633 192.000 LFT | 330.00000 63360.00| 250.00000 48000.00| 268.00000 51456.00 PIPE INSTALLATION, TRENCHLESS, 24 IN. | | | 0142 720-44000 7.000 EACH | 250.00000 1750.00| 750.00000 5250.00| 375.00000 2625.00 CASTING, ADJUST TO GRADE | | | 0143 720-44000 5.000 EACH | 300.00000 1500.00| 750.00000 3750.00| 156.00000 780.00 CASTING, ADJUST TO GRADE , UTILITY VALV | | | 0144 720-45005 1.000 EACH | 1600.00000 1600.00| 2500.00000 2500.00| 1520.00000 1520.00 INLET, A2 | | | 0145 720-45030 1.000 EACH | 1600.00000 1600.00| 2000.00000 2000.00| 1160.00000 1160.00 INLET, E7 | | | 0146 720-45035 5.000 EACH | 1600.00000 8000.00| 2000.00000 10000.00| 1160.00000 5800.00 INLET, F7 | | | 0147 720-45040 1.000 EACH | 2100.00000 2100.00| 2500.00000 2500.00| 1660.00000 1660.00 INLET, G7 | | | 0148 720-45140 7.000 EACH | 2100.00000 14700.00| 2500.00000 17500.00| 1660.00000 11620.00 INLET, G7, MODIFIED | | | 0149 720-45270 2.000 EACH | 970.00000 1940.00| 1500.00000 3000.00| 778.00000 1556.00 PIPE CATCH BASIN, 18 IN. | | | 0150 720-45605 2.000 LFT | 1700.00000 3400.00| 1200.00000 2400.00| 980.00000 1960.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0151 720-98174 6.000 EACH | 2700.00000 16200.00| 3500.00000 21000.00| 2150.00000 12900.00 INLET, B15 | | | 0152 720-98555 3.000 EACH | 2700.00000 8100.00| 3500.00000 10500.00| 2150.00000 6450.00 INLET, C15 | | | 0153 721-43020 1.000 EACH | 3000.00000 3000.00| 4000.00000 4000.00| 1288.00000 1288.00 AUTOMATIC DRAINAGE GATE, 24 IN. | | | 0154 722-51401 10.000 SFT | 156.00000 1560.00| 200.00000 2000.00| 140.00000 1400.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0155 722-51842 545.000 SYS | 107.00000 58315.00| 100.00000 54500.00| 54.00000 29430.00 BRIDGE DECK OVERLAY | | | 0156 722-51846 2.000 CYS | 330.00000 660.00| 330.00000 660.00| 330.00000 660.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0157 722-51852 430.000 SFT | 32.00000 13760.00| 15.00000 6450.00| 108.00000 46440.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0158 722-60824 364.000 SYS | 6.00000 2184.00| 20.00000 7280.00| 7.55000 2748.20 SURFACE MILLING | | | 0159 801-03290 4.000 EACH | 375.00000 1500.00| 145.00000 580.00| 375.00000 1500.00 CONSTRUCTION SIGN, C | | | 0160 801-03291 41.000 EACH | 55.00000 2255.00| 85.00000 3485.00| 55.00000 2255.00 CONSTRUCTION SIGN, D | | | 0161 801-04308 6.000 EACH | 295.00000 1770.00| 300.00000 1800.00| 295.00000 1770.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -30 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1487672 |( 8 ) 35-1618530 |( 9 ) 61-1013120 |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVI |T & C CONTRACTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0162 801-06203 1000.000 LFT | 0.28000 280.00| 0.50000 500.00| 0.28000 280.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0163 801-06207 2000.000 LFT | 1.00000 2000.00| 1.00000 2000.00| 1.00000 2000.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0164 801-06625 35.000 EACH | 115.00000 4025.00| 95.00000 3325.00| 115.00000 4025.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0165 801-06640 20.000 EACH | 135.00000 2700.00| 115.00000 2300.00| 135.00000 2700.00 CONSTRUCTION SIGN, A | | | 0166 801-06775 LUMP | 26000.00000 26000.00| 38000.00000 38000.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0167 801-07119 104.000 LFT | 21.00000 2184.00| 11.95000 1242.80| 21.00000 2184.00 BARRICADE, III-B | | | 0168 802-05701 122.000 LFT | 10.96000 1337.12| 22.00000 2684.00| 10.96000 1337.12 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0169 802-05702 70.000 LFT | 10.49000 734.30| 22.00000 1540.00| 1.26000 88.20 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0170 802-07058 2.000 EACH | 195.00000 390.00| 195.00000 390.00| 195.00000 390.00 SIGN, SHEET ASSEMBLY, RELOCATE | | | 0171 802-07059 18.000 EACH | 85.00000 1530.00| 74.00000 1332.00| 85.00000 1530.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0172 802-76025 91.000 SFT | 17.00000 1547.00| 28.00000 2548.00| 17.00000 1547.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0173 802-76035 41.000 SFT | 19.00000 779.00| 27.00000 1107.00| 19.00000 779.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0174 802-76055 32.000 LFT | 4.95000 158.40| 17.00000 544.00| 4.95000 158.40 SIGN POST, A | | | 0175 808-06703 15571.000 LFT | 0.40000 6228.40| 0.29000 4515.59| 0.40000 6228.40 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0176 808-06716 5000.000 LFT | 0.70000 3500.00| 0.35000 1750.00| 0.70000 3500.00 LINE, REMOVE | | | 0177 808-75051 355.000 LFT | 2.26000 802.30| 2.35000 834.25| 2.26000 802.30 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0178 808-75054 355.000 LFT | 2.26000 802.30| 2.35000 834.25| 2.26000 802.30 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0179 808-75240 930.000 LFT | 0.42000 390.60| 0.29000 269.70| 0.42000 390.60 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 221 -31 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29714-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1487672 |( 8 ) 35-1618530 |( 9 ) 61-1013120 |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVI |T & C CONTRACTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 808-75245 8480.000 LFT | 0.42000 3561.60| 0.29000 2459.20| 0.42000 3561.60 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0181 808-75278 279.000 LFT | 2.90000 809.10| 2.97000 828.63| 2.90000 809.10 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0182 808-75297 122.000 LFT | 5.90000 719.80| 5.95000 725.90| 5.90000 719.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0183 808-75320 3.000 EACH | 60.00000 180.00| 65.00000 195.00| 60.00000 180.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0184 808-92027 1335.000 LFT | 0.82000 1094.70| 1.98000 2643.30| 0.82000 1094.70 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0185 206-51235 LUMP | 15000.00000 15000.00| 35000.00000 35000.00| 38000.00000 38000.00 COFFERDAM | | | SECTION TOTALS | $ 2,928,610.00| $ 2,986,659.37| $ 3,104,889.08 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,928,610.00| $ 2,986,659.37| $ 3,104,889.08 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 229 -1 VENDOR RANKING CALL ORDER : 229 CONTRACT ID : R -29912-A COUNTIES : WHITE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : AUXILIARY LANES COMPLETION DATE : 10/22/10 LOCATION : ON 6TH STREET FROM US 24 TO RICKEY ROAD PROJECT(S) : 0400505 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING INC $ 5,674,967.06 100.0000% 2 35-1698047 GRADEX INC $ 5,987,542.86 105.5080% 3 35-1917625 MILESTONE CONTRACTORS LP $ 6,228,724.98 109.7579% 4 35-1111003 WHITE CONSTRUCTION INC $ 6,662,896.00 117.4085% 5 36-2231526 WALSH CONSTR COMPANY $ 6,843,087.56 120.5837% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 229 -2 TABULATION OF BIDS CALL ORDER : 229 CONTRACT ID : R -29912-A COUNTIES : WHITE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1698047 |( 3 ) 35-1917625 |E & B PAVING INC |GRADEX INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 AUXILLARY LANES | | | 0001 105-06845 LUMP | 30000.00000 30000.00| 76000.00000 76000.00| 60000.00000 60000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0008 110-01001 LUMP | 280000.00000 280000.00| 299300.00000 299300.00| 248000.00000 248000.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 56000.00000 56000.00| 125000.00000 125000.00| 64200.00000 64200.00 CLEARING RIGHT OF WAY | | | 0010 202-02279 1133.000 LFT | 7.25000 8214.25| 3.85000 4362.05| 5.20000 5891.60 CURB AND GUTTER, REMOVE | | | 0011 202-91385 7.000 EACH | 500.00000 3500.00| 380.00000 2660.00| 425.00000 2975.00 INLET, REMOVE | | | 0012 202-96133 4591.000 LFT | 10.00000 45910.00| 13.00000 59683.00| 15.00000 68865.00 PIPE, REMOVE | | | 0013 202-96133 7627.000 LFT | 4.00000 30508.00| 13.00000 99151.00| 16.00000 122032.00 PIPE, REMOVE , WATER LINE REMOVE | | | 0014 203-02000 25566.000 CYS | 7.00000 178962.00| 9.00000 230094.00| 12.00000 306792.00 EXCAVATION, COMMON | | | 0015 205-06931 98.000 TON | 40.00000 3920.00| 30.00000 2940.00| 70.00000 6860.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06933 41.000 EACH | 85.00000 3485.00| 88.00000 3608.00| 87.00000 3567.00 TEMPORARY DITCH INLET PROTECTION | | | 0017 205-06937 1840.000 LFT | 1.70000 3128.00| 1.75000 3220.00| 1.75000 3220.00 TEMPORARY SILT FENCE | | | 0018 205-06938 14.000 LFT | 50.00000 700.00| 28.00000 392.00| 65.00000 910.00 TEMPORARY SLOPE DRAIN | | | 0019 207-08263 41837.000 SYS | 2.90000 121327.30| 4.25000 177807.25| 5.50000 230103.50 SUBGRADE TREATMENT, TYPE IA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 229 -3 TABULATION OF BIDS CALL ORDER : 229 CONTRACT ID : R -29912-A COUNTIES : WHITE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1698047 |( 3 ) 35-1917625 |E & B PAVING INC |GRADEX INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 207-08266 4552.000 SYS | 5.00000 22760.00| 5.45000 24808.40| 8.00000 36416.00 SUBGRADE TREATMENT, TYPE III | | | 0021 207-08267 7104.000 SYS | 7.50000 53280.00| 5.45000 38716.80| 9.00000 63936.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0022 210-09534 18.000 EACH | 315.00000 5670.00| 325.00000 5850.00| 315.00000 5670.00 PROTECTIVE , BOLLARD | | | 0023 211-09264 7468.000 CYS | 16.00000 119488.00| 20.00000 149360.00| 25.00000 186700.00 STRUCTURE BACKFILL, TYPE 1 | | | 0024 211-09265 1356.000 CYS | 21.00000 28476.00| 27.00000 36612.00| 31.00000 42036.00 STRUCTURE BACKFILL, TYPE 2 | | | 0025 301-07448 400.000 TON | 30.00000 12000.00| 20.00000 8000.00| 23.00000 9200.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 303-08210 169.000 TON | 30.00000 5070.00| 30.00000 5070.00| 6.00000 1014.00 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0027 304-07489 218.000 TON | 85.00000 18530.00| 158.00000 34444.00| 60.70000 13232.60 HMA PATCHING, TYPE A | | | 0028 304-07492 1720.000 TON | 69.00000 118680.00| 62.50000 107500.00| 70.00000 120400.00 WIDENING WITH HMA, TYPE A | | | 0029 401-07328 2927.000 TON | 82.00000 240014.00| 76.20000 223037.40| 74.00000 216598.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0030 401-07398 4877.000 TON | 65.00000 317005.00| 66.60000 324808.20| 64.70000 315541.90 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0031 401-07424 13026.000 TON | 63.00000 820638.00| 56.75000 739225.50| 55.10000 717732.60 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0032 401-07429 5554.000 TON | 66.00000 366564.00| 67.50000 374895.00| 65.50000 363787.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0033 402-07432 73.000 TON | 230.00000 16790.00| 141.00000 10293.00| 137.00000 10001.00 HMA SURFACE, TYPE A | | | 0034 402-07435 121.000 TON | 230.00000 27830.00| 106.00000 12826.00| 103.00000 12463.00 HMA INTERMEDIATE, TYPE A | | | 0035 406-05520 48.000 TON | 50.00000 2400.00| 597.00000 28656.00| 580.00000 27840.00 ASPHALT FOR TACK COAT | | | 0036 604-07902 126.000 SYS | 175.00000 22050.00| 100.00000 12600.00| 93.00000 11718.00 CURB RAMP, CONCRETE, H | | | 0037 605-06140 13530.000 LFT | 18.00000 243540.00| 13.90000 188067.00| 13.00000 175890.00 CURB AND GUTTER, CONCRETE , MODIFIED | | | 0038 610-07487 63.000 TON | 230.00000 14490.00| 319.00000 20097.00| 310.00000 19530.00 HMA FOR APPROACHES, TYPE B | | | 0039 610-08446 871.000 SYS | 45.00000 39195.00| 47.30000 41198.30| 44.00000 38324.00 PCCP FOR APPROACHES, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 229 -4 TABULATION OF BIDS CALL ORDER : 229 CONTRACT ID : R -29912-A COUNTIES : WHITE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1698047 |( 3 ) 35-1917625 |E & B PAVING INC |GRADEX INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 610-09108 5950.000 SYS | 49.00000 291550.00| 52.50000 312375.00| 48.00000 285600.00 PCCP FOR APPROACHES, 9 IN. | | | 0041 611-06497 4.000 EACH | 160.00000 640.00| 165.00000 660.00| 165.00000 660.00 MAILBOX ASSEMBLY, SINGLE | | | 0042 611-06498 2.000 EACH | 180.00000 360.00| 185.00000 370.00| 185.00000 370.00 MAILBOX ASSEMBLY, DOUBLE | | | 0043 615-06490 100.000 EACH | 140.00000 14000.00| 144.00000 14400.00| 144.00000 14400.00 RIGHT OF WAY MARKER | | | 0044 615-06505 53.000 EACH | 500.00000 26500.00| 515.00000 27295.00| 515.00000 27295.00 MONUMENT, B | | | 0045 616-02320 524.000 SYS | 3.00000 1572.00| 2.13000 1116.12| 4.00000 2096.00 GEOTEXTILES | | | 0046 616-05688 196.000 TON | 50.00000 9800.00| 42.00000 8232.00| 47.00000 9212.00 RIPRAP, CLASS 1 | | | 0047 616-06405 320.000 TON | 40.00000 12800.00| 26.00000 8320.00| 23.00000 7360.00 RIPRAP, REVETMENT | | | 0048 621-01004 5.000 EACH | 200.00000 1000.00| 205.00000 1025.00| 206.00000 1030.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-06545 2.200 TON | 1400.00000 3080.00| 1442.00000 3172.40| 1420.00000 3124.00 FERTILIZER | | | 0050 621-06554 643.000 LBS | 6.74000 4333.82| 6.94000 4462.42| 6.90000 4436.70 SEED MIXTURE, U | | | 0051 621-06557 184.000 LBS | 5.35000 984.40| 5.51000 1013.84| 5.50000 1012.00 SEED MIXTURE, T | | | 0052 621-06565 11.000 TON | 400.00000 4400.00| 412.00000 4532.00| 408.00000 4488.00 MULCHING MATERIAL | | | 0053 621-06567 10.000 kGAL | 1.00000 10.00| 1.02000 10.20| 1.03000 10.30 WATER | | | 0054 621-06574 2763.000 SYS | 2.98000 8233.74| 4.15000 11466.45| 6.25000 17268.75 SODDING | | | 0055 628-09403 18.000 MOS | 1400.00000 25200.00| 2000.00000 36000.00| 1800.00000 32400.00 FIELD OFFICE, C | | | 0056 628-09407 36.000 MOS | 100.00000 3600.00| 500.00000 18000.00| 200.00000 7200.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 EACH | | | 0057 702-90915 2.000 CYS | 300.00000 600.00| 640.00000 1280.00| 650.00000 1300.00 CONCRETE, A , SADDLE | | | 0058 714-08514 89.000 SFT | 270.00000 24030.00| 495.00000 44055.00| 800.00000 71200.00 WINGWALL | | | 0059 714-26722 136.000 LFT | 600.00000 81600.00| 788.00000 107168.00| 950.00000 129200.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 10' X 8' | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 229 -5 TABULATION OF BIDS CALL ORDER : 229 CONTRACT ID : R -29912-A COUNTIES : WHITE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1698047 |( 3 ) 35-1917625 |E & B PAVING INC |GRADEX INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 715-05024 2402.000 LFT | 58.00000 139316.00| 68.00000 163336.00| 55.00000 132110.00 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0061 715-05048 16328.000 LFT | 3.69000 60250.32| 3.98000 64985.44| 4.00000 65312.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0062 715-05121 272.000 LFT | 31.00000 8432.00| 32.00000 8704.00| 34.00000 9248.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0063 715-05133 85.000 LFT | 150.00000 12750.00| 127.00000 10795.00| 134.00000 11390.00 PIPE, TYPE 1, CIRCULAR, 60 IN. | | | 0064 715-05149 2721.000 LFT | 35.00000 95235.00| 27.00000 73467.00| 35.00000 95235.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0065 715-05151 832.000 LFT | 40.00000 33280.00| 30.00000 24960.00| 32.00000 26624.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0066 715-05152 571.000 LFT | 34.00000 19414.00| 32.00000 18272.00| 28.00000 15988.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0067 715-05154 1558.000 LFT | 44.00000 68552.00| 41.00000 63878.00| 37.00000 57646.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0068 715-05156 1880.000 LFT | 48.00000 90240.00| 52.00000 97760.00| 44.00000 82720.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0069 715-05169 48.000 LFT | 30.00000 1440.00| 43.00000 2064.00| 31.00000 1488.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0070 715-05711 774.000 LFT | 28.00000 21672.00| 35.00000 27090.00| 53.00000 41022.00 PIPE, SANITARY SEWER, 6 IN. | | | 0071 715-05841 2.000 EACH | 1350.00000 2700.00| 1250.00000 2500.00| 2000.00000 4000.00 CONCRETE ANCHOR, 60 IN. | | | 0072 715-07794 15.000 EACH | 7500.00000 112500.00| 9000.00000 135000.00| 5800.00000 87000.00 WATER MAIN CONNECTIONS | | | 0073 715-46005 2.000 EACH | 325.00000 650.00| 600.00000 1200.00| 290.00000 580.00 PIPE END SECTION, 15 IN. | | | 0074 715-46010 4.000 EACH | 340.00000 1360.00| 700.00000 2800.00| 300.00000 1200.00 PIPE END SECTION, 18 IN. | | | 0075 715-46020 1.000 EACH | 700.00000 700.00| 900.00000 900.00| 430.00000 430.00 PIPE END SECTION, 24 IN. | | | 0076 715-46030 2.000 EACH | 830.00000 1660.00| 1100.00000 2200.00| 630.00000 1260.00 PIPE END SECTION, 30 IN. | | | 0077 715-46040 2.000 EACH | 1090.00000 2180.00| 1200.00000 2400.00| 880.00000 1760.00 PIPE END SECTION, 36 IN. | | | 0078 715-91738 411.000 LFT | 50.00000 20550.00| 33.00000 13563.00| 68.00000 27948.00 WATER MAIN, DUCTILE IRON, 6 IN. | | | 0079 715-91739 173.000 LFT | 80.00000 13840.00| 42.00000 7266.00| 98.00000 16954.00 WATER MAIN, DUCTILE IRON, 8 IN. | | | 0080 715-92544 7804.000 LFT | 48.00000 374592.00| 45.00000 351180.00| 55.00000 429220.00 WATER MAIN, DUCTILE IRON, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 229 -6 TABULATION OF BIDS CALL ORDER : 229 CONTRACT ID : R -29912-A COUNTIES : WHITE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1698047 |( 3 ) 35-1917625 |E & B PAVING INC |GRADEX INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 715-94533 10.000 EACH | 1000.00000 10000.00| 1500.00000 15000.00| 2600.00000 26000.00 ADJUST WATER SERVICE LINE,COMMERCIAL | | | 0082 715-94534 4.000 EACH | 1000.00000 4000.00| 1300.00000 5200.00| 3900.00000 15600.00 ADJUST WATER SERVICE LINE,RESIDENTIAL | | | 0083 715-98265 271.000 LFT | 50.00000 13550.00| 31.00000 8401.00| 58.00000 15718.00 WATER MAIN, DUCTILE IRON, 4 IN. | | | 0084 716-07634 271.000 LFT | 375.00000 101625.00| 262.00000 71002.00| 350.00000 94850.00 PIPE INSTALLATION, TRENCHLESS, 30 IN. | | | 0085 716-07635 106.000 LFT | 830.00000 87980.00| 772.00000 81832.00| 750.00000 79500.00 PIPE INSTALLATION, TRENCHLESS, 36 IN. | | | 0086 718-06532 3000.000 LFT | 0.80000 2400.00| 0.88000 2640.00| 0.85000 2550.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0087 718-52610 1469.000 CYS | 35.00000 51415.00| 30.00000 44070.00| 43.00000 63167.00 AGGREGATE FOR UNDERDRAINS | | | 0088 718-99153 17084.000 SYS | 1.35000 23063.40| 0.94000 16058.96| 1.40000 23917.60 GEOTEXTILES FOR UNDERDRAIN | | | 0089 720-01092 18.000 EACH | 2900.00000 52200.00| 2500.00000 45000.00| 3300.00000 59400.00 MANHOLE, J15, MODIFIED | | | 0090 720-08559 4.000 EACH | 12000.00000 48000.00| 9600.00000 38400.00| 11700.00000 46800.00 BEST MANAGEMENT PRACITICES | | | 0091 720-44000 15.000 EACH | 500.00000 7500.00| 700.00000 10500.00| 550.00000 8250.00 CASTING, ADJUST TO GRADE | | | 0092 720-45030 34.000 EACH | 900.00000 30600.00| 1300.00000 44200.00| 1200.00000 40800.00 INLET, E7 | | | 0093 720-45035 6.000 EACH | 900.00000 5400.00| 1300.00000 7800.00| 1300.00000 7800.00 INLET, F7 | | | 0094 720-45041 5.000 EACH | 1800.00000 9000.00| 2100.00000 10500.00| 2300.00000 11500.00 INLET, H5 | | | 0095 720-45410 6.000 EACH | 1400.00000 8400.00| 1700.00000 10200.00| 2000.00000 12000.00 MANHOLE, C4 | | | 0096 720-93501 1.000 EACH | 4650.00000 4650.00| 4700.00000 4700.00| 6600.00000 6600.00 MANHOLE, L4 | | | 0097 720-94612 3.000 EACH | 2900.00000 8700.00| 4400.00000 13200.00| 3500.00000 10500.00 MANHOLE, K4 | | | 0098 720-95422 20.000 EACH | 2000.00000 40000.00| 2900.00000 58000.00| 2850.00000 57000.00 MANHOLE, J4 | | | 0099 720-96999 15.000 EACH | 3850.00000 57750.00| 3350.00000 50250.00| 3900.00000 58500.00 FIRE HYDRANT ASSEMBLY | | | 0100 720-98174 12.000 EACH | 2200.00000 26400.00| 2000.00000 24000.00| 2300.00000 27600.00 INLET, B15 | | | 0101 720-98555 16.000 EACH | 2200.00000 35200.00| 2000.00000 32000.00| 2350.00000 37600.00 INLET, C15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 229 -7 TABULATION OF BIDS CALL ORDER : 229 CONTRACT ID : R -29912-A COUNTIES : WHITE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1698047 |( 3 ) 35-1917625 |E & B PAVING INC |GRADEX INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0102 732-01898 74.000 LFT | 50.00000 3700.00| 58.00000 4292.00| 150.00000 11100.00 WATER MAIN, DUCTILE IRON, 10 IN. | | | 0103 732-02433 33.000 EACH | 1985.00000 65505.00| 1825.00000 60225.00| 2000.00000 66000.00 VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON, 12 IN. | | | 0104 732-02531 6.000 EACH | 885.00000 5310.00| 900.00000 5400.00| 980.00000 5880.00 VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON 6 IN. | | | 0105 732-02532 3.000 EACH | 1185.00000 3555.00| 1000.00000 3000.00| 1300.00000 3900.00 VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON, 8 IN. | | | 0106 732-09197 3.000 EACH | 775.00000 2325.00| 750.00000 2250.00| 880.00000 2640.00 VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON, 4 IN. | | | 0107 732-09202 1.000 EACH | 1650.00000 1650.00| 1600.00000 1600.00| 1750.00000 1750.00 VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON, 10 IN. | | | 0108 732-97009 8.000 EACH | 950.00000 7600.00| 1200.00000 9600.00| 500.00000 4000.00 FIRE HYDRANT ASSEMBLY, REMOVE | | | 0109 801-01506 3.000 EACH | 130.00000 390.00| 215.00000 645.00| 217.00000 651.00 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (RXR) | | | 0110 801-03290 2.000 EACH | 200.00000 400.00| 230.00000 460.00| 230.00000 460.00 CONSTRUCTION SIGN, C | | | 0111 801-04308 4.000 EACH | 540.00000 2160.00| 385.00000 1540.00| 385.00000 1540.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0112 801-06203 32070.000 LFT | 0.19000 6093.30| 0.12000 3848.40| 0.12000 3848.40 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0113 801-06207 32070.000 LFT | 0.90000 28863.00| 1.00000 32070.00| 1.00000 32070.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0114 801-06213 5.000 EACH | 270.00000 1350.00| 335.00000 1675.00| 335.00000 1675.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (RXR) | | | 0115 801-06216 12.000 LFT | 3.00000 36.00| 10.00000 120.00| 9.50000 114.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0116 801-06218 24.000 LFT | 6.00000 144.00| 6.00000 144.00| 5.70000 136.80 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0117 801-06625 30.000 EACH | 89.00000 2670.00| 160.00000 4800.00| 160.00000 4800.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 229 -8 TABULATION OF BIDS CALL ORDER : 229 CONTRACT ID : R -29912-A COUNTIES : WHITE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1698047 |( 3 ) 35-1917625 |E & B PAVING INC |GRADEX INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0118 801-06640 24.000 EACH | 187.00000 4488.00| 180.00000 4320.00| 180.00000 4320.00 CONSTRUCTION SIGN, A | | | 0119 801-06775 LUMP | 20800.00000 20800.00| 71000.00000 71000.00| 100000.00000 100000.00 MAINTAINING TRAFFIC | | | 0120 801-07118 108.000 LFT | 12.00000 1296.00| 14.95000 1614.60| 15.00000 1620.00 BARRICADE, III-A | | | 0121 802-05704 300.000 LFT | 18.00000 5400.00| 18.50000 5550.00| 18.50000 5550.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0122 802-07059 7.000 EACH | 50.00000 350.00| 52.00000 364.00| 51.00000 357.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0123 802-07060 22.000 EACH | 125.00000 2750.00| 129.00000 2838.00| 128.00000 2816.00 SIGN, SHEET, RELOCATE | | | 0124 802-07125 39.550 SFT | 21.00000 830.55| 21.65000 856.26| 22.00000 870.10 SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 0.080 IN. | | | 0125 802-76025 179.500 SFT | 14.00000 2513.00| 14.50000 2602.75| 14.50000 2602.75 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0126 802-76035 70.400 SFT | 16.00000 1126.40| 16.50000 1161.60| 16.50000 1161.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0127 808-04298 4.000 EACH | 350.00000 1400.00| 355.00000 1420.00| 350.00000 1400.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | WORD (RR) | | | 0128 808-06703 723.000 LFT | 0.26000 187.98| 0.31000 224.13| 0.31000 224.13 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0129 808-75240 2910.000 LFT | 0.26000 756.60| 0.31000 902.10| 0.31000 902.10 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0130 808-75245 18250.000 LFT | 0.26000 4745.00| 0.31000 5657.50| 0.31000 5657.50 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0131 808-75297 291.000 LFT | 4.00000 1164.00| 3.55000 1033.05| 3.55000 1033.05 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0132 808-75300 213.000 LFT | 1.00000 213.00| 0.98000 208.74| 1.00000 213.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0133 808-75320 40.000 EACH | 65.00000 2600.00| 66.00000 2640.00| 65.00000 2600.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 229 -9 TABULATION OF BIDS CALL ORDER : 229 CONTRACT ID : R -29912-A COUNTIES : WHITE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1698047 |( 3 ) 35-1917625 |E & B PAVING INC |GRADEX INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0134 808-75325 35.000 EACH | 80.00000 2800.00| 91.00000 3185.00| 90.00000 3150.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0135 808-75998 389.000 EACH | 16.00000 6224.00| 20.00000 7780.00| 20.00000 7780.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 5,674,967.06| $ 5,987,542.86| $ 6,228,724.98 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,674,967.06| $ 5,987,542.86| $ 6,228,724.98 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 229 -10 TABULATION OF BIDS CALL ORDER : 229 CONTRACT ID : R -29912-A COUNTIES : WHITE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1111003 |( 5 ) 36-2231526 |( ) |WHITE CONSTRUCTION INC |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 AUXILLARY LANES | | | 0001 105-06845 LUMP | 54000.00000 54000.00| 340588.63000 340588.63| CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0008 110-01001 LUMP | 330000.00000 330000.00| 349543.00000 349543.00| MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 68000.00000 68000.00| 69900.00000 69900.00| CLEARING RIGHT OF WAY | | | 0010 202-02279 1133.000 LFT | 4.00000 4532.00| 1.48000 1676.84| CURB AND GUTTER, REMOVE | | | 0011 202-91385 7.000 EACH | 350.00000 2450.00| 126.31000 884.17| INLET, REMOVE | | | 0012 202-96133 4591.000 LFT | 18.00000 82638.00| 9.41000 43201.31| PIPE, REMOVE | | | 0013 202-96133 7627.000 LFT | 12.00000 91524.00| 4.42000 33711.34| PIPE, REMOVE , WATER LINE REMOVE | | | 0014 203-02000 25566.000 CYS | 17.50000 447405.00| 15.00000 383490.00| EXCAVATION, COMMON | | | 0015 205-06931 98.000 TON | 60.00000 5880.00| 64.34000 6305.32| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06933 41.000 EACH | 90.00000 3690.00| 85.00000 3485.00| TEMPORARY DITCH INLET PROTECTION | | | 0017 205-06937 1840.000 LFT | 3.50000 6440.00| 4.25000 7820.00| TEMPORARY SILT FENCE | | | 0018 205-06938 14.000 LFT | 120.00000 1680.00| 16.33000 228.62| TEMPORARY SLOPE DRAIN | | | 0019 207-08263 41837.000 SYS | 6.65000 278216.05| 5.41000 226338.17| SUBGRADE TREATMENT, TYPE IA | | | 0020 207-08266 4552.000 SYS | 7.00000 31864.00| 0.29000 1320.08| SUBGRADE TREATMENT, TYPE III | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 229 -11 TABULATION OF BIDS CALL ORDER : 229 CONTRACT ID : R -29912-A COUNTIES : WHITE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1111003 |( 5 ) 36-2231526 |( ) |WHITE CONSTRUCTION INC |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 207-08267 7104.000 SYS | 13.00000 92352.00| 7.76000 55127.04| SUBGRADE TREATMENT, TYPE IIIA | | | 0022 210-09534 18.000 EACH | 485.00000 8730.00| 315.00000 5670.00| PROTECTIVE , BOLLARD | | | 0023 211-09264 7468.000 CYS | 18.00000 134424.00| 18.75000 140025.00| STRUCTURE BACKFILL, TYPE 1 | | | 0024 211-09265 1356.000 CYS | 20.00000 27120.00| 25.50000 34578.00| STRUCTURE BACKFILL, TYPE 2 | | | 0025 301-07448 400.000 TON | 23.00000 9200.00| 14.79000 5916.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 303-08210 169.000 TON | 45.00000 7605.00| 21.51000 3635.19| COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0027 304-07489 218.000 TON | 165.00000 35970.00| 150.25000 32754.50| HMA PATCHING, TYPE A | | | 0028 304-07492 1720.000 TON | 75.00000 129000.00| 100.25000 172430.00| WIDENING WITH HMA, TYPE A | | | 0029 401-07328 2927.000 TON | 70.00000 204890.00| 68.50000 200499.50| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0030 401-07398 4877.000 TON | 63.00000 307251.00| 61.50000 299935.50| QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0031 401-07424 13026.000 TON | 60.00000 781560.00| 57.50000 748995.00| QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0032 401-07429 5554.000 TON | 56.00000 311024.00| 54.50000 302693.00| QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0033 402-07432 73.000 TON | 86.00000 6278.00| 85.50000 6241.50| HMA SURFACE, TYPE A | | | 0034 402-07435 121.000 TON | 74.00000 8954.00| 73.00000 8833.00| HMA INTERMEDIATE, TYPE A | | | 0035 406-05520 48.000 TON | 450.00000 21600.00| 440.00000 21120.00| ASPHALT FOR TACK COAT | | | 0036 604-07902 126.000 SYS | 142.00000 17892.00| 315.00000 39690.00| CURB RAMP, CONCRETE, H | | | 0037 605-06140 13530.000 LFT | 17.00000 230010.00| 12.98000 175619.40| CURB AND GUTTER, CONCRETE , MODIFIED | | | 0038 610-07487 63.000 TON | 340.00000 21420.00| 127.00000 8001.00| HMA FOR APPROACHES, TYPE B | | | 0039 610-08446 871.000 SYS | 46.00000 40066.00| 37.38000 32557.98| PCCP FOR APPROACHES, 6 IN. | | | 0040 610-09108 5950.000 SYS | 59.00000 351050.00| 47.89000 284945.50| PCCP FOR APPROACHES, 9 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 229 -12 TABULATION OF BIDS CALL ORDER : 229 CONTRACT ID : R -29912-A COUNTIES : WHITE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1111003 |( 5 ) 36-2231526 |( ) |WHITE CONSTRUCTION INC |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 611-06497 4.000 EACH | 205.00000 820.00| 160.00000 640.00| MAILBOX ASSEMBLY, SINGLE | | | 0042 611-06498 2.000 EACH | 238.00000 476.00| 180.00000 360.00| MAILBOX ASSEMBLY, DOUBLE | | | 0043 615-06490 100.000 EACH | 129.00000 12900.00| 140.00000 14000.00| RIGHT OF WAY MARKER | | | 0044 615-06505 53.000 EACH | 672.00000 35616.00| 500.00000 26500.00| MONUMENT, B | | | 0045 616-02320 524.000 SYS | 2.70000 1414.80| 1.26000 660.24| GEOTEXTILES | | | 0046 616-05688 196.000 TON | 38.00000 7448.00| 28.44000 5574.24| RIPRAP, CLASS 1 | | | 0047 616-06405 320.000 TON | 35.00000 11200.00| 22.19000 7100.80| RIPRAP, REVETMENT | | | 0048 621-01004 5.000 EACH | 205.00000 1025.00| 200.00000 1000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-06545 2.200 TON | 1420.00000 3124.00| 1400.00000 3080.00| FERTILIZER | | | 0050 621-06554 643.000 LBS | 7.00000 4501.00| 6.74000 4333.82| SEED MIXTURE, U | | | 0051 621-06557 184.000 LBS | 6.00000 1104.00| 5.35000 984.40| SEED MIXTURE, T | | | 0052 621-06565 11.000 TON | 410.00000 4510.00| 400.00000 4400.00| MULCHING MATERIAL | | | 0053 621-06567 10.000 kGAL | 1.45000 14.50| 1.00000 10.00| WATER | | | 0054 621-06574 2763.000 SYS | 3.20000 8841.60| 2.98000 8233.74| SODDING | | | 0055 628-09403 18.000 MOS | 1700.00000 30600.00| 2500.00000 45000.00| FIELD OFFICE, C | | | 0056 628-09407 36.000 MOS | 498.00000 17928.00| 200.00000 7200.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 EACH | | | 0057 702-90915 2.000 CYS | 710.00000 1420.00| 629.05000 1258.10| CONCRETE, A , SADDLE | | | 0058 714-08514 89.000 SFT | 650.00000 57850.00| 602.26000 53601.14| WINGWALL | | | 0059 714-26722 136.000 LFT | 922.00000 125392.00| 731.44000 99475.84| CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 10' X 8' | | | 0060 715-05024 2402.000 LFT | 51.00000 122502.00| 66.83000 160525.66| PIPE, TYPE 2, CIRCULAR, 36 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 229 -13 TABULATION OF BIDS CALL ORDER : 229 CONTRACT ID : R -29912-A COUNTIES : WHITE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1111003 |( 5 ) 36-2231526 |( ) |WHITE CONSTRUCTION INC |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 715-05048 16328.000 LFT | 3.20000 52249.60| 4.28000 69883.84| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0062 715-05121 272.000 LFT | 32.00000 8704.00| 34.21000 9305.12| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0063 715-05133 85.000 LFT | 115.00000 9775.00| 127.80000 10863.00| PIPE, TYPE 1, CIRCULAR, 60 IN. | | | 0064 715-05149 2721.000 LFT | 35.00000 95235.00| 26.87000 73113.27| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0065 715-05151 832.000 LFT | 29.00000 24128.00| 28.92000 24061.44| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0066 715-05152 571.000 LFT | 32.00000 18272.00| 34.98000 19973.58| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0067 715-05154 1558.000 LFT | 38.00000 59204.00| 40.95000 63800.10| PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0068 715-05156 1880.000 LFT | 44.00000 82720.00| 48.98000 92082.40| PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0069 715-05169 48.000 LFT | 29.00000 1392.00| 31.93000 1532.64| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0070 715-05711 774.000 LFT | 45.00000 34830.00| 33.25000 25735.50| PIPE, SANITARY SEWER, 6 IN. | | | 0071 715-05841 2.000 EACH | 2950.00000 5900.00| 2600.00000 5200.00| CONCRETE ANCHOR, 60 IN. | | | 0072 715-07794 15.000 EACH | 14500.00000 217500.00| 8500.00000 127500.00| WATER MAIN CONNECTIONS | | | 0073 715-46005 2.000 EACH | 595.00000 1190.00| 240.29000 480.58| PIPE END SECTION, 15 IN. | | | 0074 715-46010 4.000 EACH | 635.00000 2540.00| 263.28000 1053.12| PIPE END SECTION, 18 IN. | | | 0075 715-46020 1.000 EACH | 710.00000 710.00| 474.53000 474.53| PIPE END SECTION, 24 IN. | | | 0076 715-46030 2.000 EACH | 810.00000 1620.00| 572.93000 1145.86| PIPE END SECTION, 30 IN. | | | 0077 715-46040 2.000 EACH | 1100.00000 2200.00| 860.07000 1720.14| PIPE END SECTION, 36 IN. | | | 0078 715-91738 411.000 LFT | 38.00000 15618.00| 82.00000 33702.00| WATER MAIN, DUCTILE IRON, 6 IN. | | | 0079 715-91739 173.000 LFT | 49.00000 8477.00| 88.25000 15267.25| WATER MAIN, DUCTILE IRON, 8 IN. | | | 0080 715-92544 7804.000 LFT | 50.00000 390200.00| 87.00000 678948.00| WATER MAIN, DUCTILE IRON, 12 IN. | | | 0081 715-94533 10.000 EACH | 1710.00000 17100.00| 1450.00000 14500.00| ADJUST WATER SERVICE LINE,COMMERCIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 229 -14 TABULATION OF BIDS CALL ORDER : 229 CONTRACT ID : R -29912-A COUNTIES : WHITE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1111003 |( 5 ) 36-2231526 |( ) |WHITE CONSTRUCTION INC |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0082 715-94534 4.000 EACH | 2920.00000 11680.00| 2300.00000 9200.00| ADJUST WATER SERVICE LINE,RESIDENTIAL | | | 0083 715-98265 271.000 LFT | 36.00000 9756.00| 80.25000 21747.75| WATER MAIN, DUCTILE IRON, 4 IN. | | | 0084 716-07634 271.000 LFT | 498.00000 134958.00| 550.00000 149050.00| PIPE INSTALLATION, TRENCHLESS, 30 IN. | | | 0085 716-07635 106.000 LFT | 948.00000 100488.00| 827.33000 87696.98| PIPE INSTALLATION, TRENCHLESS, 36 IN. | | | 0086 718-06532 3000.000 LFT | 1.50000 4500.00| 0.80000 2400.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0087 718-52610 1469.000 CYS | 38.00000 55822.00| 29.18000 42865.42| AGGREGATE FOR UNDERDRAINS | | | 0088 718-99153 17084.000 SYS | 2.00000 34168.00| 1.12000 19134.08| GEOTEXTILES FOR UNDERDRAIN | | | 0089 720-01092 18.000 EACH | 3750.00000 67500.00| 2861.40000 51505.20| MANHOLE, J15, MODIFIED | | | 0090 720-08559 4.000 EACH | 15600.00000 62400.00| 25000.00000 100000.00| BEST MANAGEMENT PRACITICES | | | 0091 720-44000 15.000 EACH | 330.00000 4950.00| 387.06000 5805.90| CASTING, ADJUST TO GRADE | | | 0092 720-45030 34.000 EACH | 1100.00000 37400.00| 1521.46000 51729.64| INLET, E7 | | | 0093 720-45035 6.000 EACH | 1100.00000 6600.00| 1600.46000 9602.76| INLET, F7 | | | 0094 720-45041 5.000 EACH | 1350.00000 6750.00| 3456.92000 17284.60| INLET, H5 | | | 0095 720-45410 6.000 EACH | 1820.00000 10920.00| 2792.42000 16754.52| MANHOLE, C4 | | | 0096 720-93501 1.000 EACH | 4800.00000 4800.00| 7095.65000 7095.65| MANHOLE, L4 | | | 0097 720-94612 3.000 EACH | 3500.00000 10500.00| 3458.69000 10376.07| MANHOLE, K4 | | | 0098 720-95422 20.000 EACH | 3200.00000 64000.00| 2976.69000 59533.80| MANHOLE, J4 | | | 0099 720-96999 15.000 EACH | 3500.00000 52500.00| 2953.17000 44297.55| FIRE HYDRANT ASSEMBLY | | | 0100 720-98174 12.000 EACH | 1720.00000 20640.00| 2242.46000 26909.52| INLET, B15 | | | 0101 720-98555 16.000 EACH | 1920.00000 30720.00| 2296.46000 36743.36| INLET, C15 | | | 0102 732-01898 74.000 LFT | 64.00000 4736.00| 98.64000 7299.36| WATER MAIN, DUCTILE IRON, 10 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 229 -15 TABULATION OF BIDS CALL ORDER : 229 CONTRACT ID : R -29912-A COUNTIES : WHITE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1111003 |( 5 ) 36-2231526 |( ) |WHITE CONSTRUCTION INC |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0103 732-02433 33.000 EACH | 2200.00000 72600.00| 1679.85000 55435.05| VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON, 12 IN. | | | 0104 732-02531 6.000 EACH | 1350.00000 8100.00| 724.64000 4347.84| VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON 6 IN. | | | 0105 732-02532 3.000 EACH | 1420.00000 4260.00| 998.97000 2996.91| VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON, 8 IN. | | | 0106 732-09197 3.000 EACH | 1200.00000 3600.00| 628.26000 1884.78| VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON, 4 IN. | | | 0107 732-09202 1.000 EACH | 2100.00000 2100.00| 1431.87000 1431.87| VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON, 10 IN. | | | 0108 732-97009 8.000 EACH | 420.00000 3360.00| 331.21000 2649.68| FIRE HYDRANT ASSEMBLY, REMOVE | | | 0109 801-01506 3.000 EACH | 145.00000 435.00| 210.00000 630.00| TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (RXR) | | | 0110 801-03290 2.000 EACH | 210.00000 420.00| 225.00000 450.00| CONSTRUCTION SIGN, C | | | 0111 801-04308 4.000 EACH | 550.00000 2200.00| 375.00000 1500.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0112 801-06203 32070.000 LFT | 0.22000 7055.40| 0.12000 3848.40| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0113 801-06207 32070.000 LFT | 1.20000 38484.00| 0.97000 31107.90| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0114 801-06213 5.000 EACH | 280.00000 1400.00| 325.00000 1625.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (RXR) | | | 0115 801-06216 12.000 LFT | 4.00000 48.00| 9.00000 108.00| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0116 801-06218 24.000 LFT | 7.00000 168.00| 5.50000 132.00| TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0117 801-06625 30.000 EACH | 92.00000 2760.00| 155.00000 4650.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0118 801-06640 24.000 EACH | 190.00000 4560.00| 175.00000 4200.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 229 -16 TABULATION OF BIDS CALL ORDER : 229 CONTRACT ID : R -29912-A COUNTIES : WHITE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1111003 |( 5 ) 36-2231526 |( ) |WHITE CONSTRUCTION INC |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0119 801-06775 LUMP | 88320.18000 88320.18| 150000.00000 150000.00| MAINTAINING TRAFFIC | | | 0120 801-07118 108.000 LFT | 14.00000 1512.00| 14.50000 1566.00| BARRICADE, III-A | | | 0121 802-05704 300.000 LFT | 12.00000 3600.00| 18.00000 5400.00| SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0122 802-07059 7.000 EACH | 35.00000 245.00| 50.00000 350.00| SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0123 802-07060 22.000 EACH | 54.00000 1188.00| 125.00000 2750.00| SIGN, SHEET, RELOCATE | | | 0124 802-07125 39.550 SFT | 34.00000 1344.70| 21.00000 830.55| SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 0.080 IN. | | | 0125 802-76025 179.500 SFT | 16.00000 2872.00| 14.00000 2513.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0126 802-76035 70.400 SFT | 26.00000 1830.40| 16.00000 1126.40| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0127 808-04298 4.000 EACH | 420.00000 1680.00| 345.00000 1380.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | WORD (RR) | | | 0128 808-06703 723.000 LFT | 0.29000 209.67| 0.30000 216.90| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0129 808-75240 2910.000 LFT | 0.29000 843.90| 0.30000 873.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0130 808-75245 18250.000 LFT | 0.29000 5292.50| 0.30000 5475.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0131 808-75297 291.000 LFT | 4.10000 1193.10| 3.45000 1003.95| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0132 808-75300 213.000 LFT | 1.20000 255.60| 0.96000 204.48| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0133 808-75320 40.000 EACH | 67.00000 2680.00| 64.00000 2560.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0134 808-75325 35.000 EACH | 83.00000 2905.00| 88.00000 3080.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 229 -17 TABULATION OF BIDS CALL ORDER : 229 CONTRACT ID : R -29912-A COUNTIES : WHITE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1111003 |( 5 ) 36-2231526 |( ) |WHITE CONSTRUCTION INC |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0135 808-75998 389.000 EACH | 17.00000 6613.00| 19.75000 7682.75| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 6,662,896.00| $ 6,843,087.56| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,662,896.00| $ 6,843,087.56| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -1 VENDOR RANKING CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : ROAD REHABILITATION COMPLETION DATE : 11/07/11 LOCATION : ON HANNA AVENUE FROM JUNCTION OF EAST STREET TO JUNCTION PROJECT(S) : 0500871 OF CARSON AVENUE 0600735 9949093 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 7,588,998.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 7,828,000.00 103.1493% 3 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 8,003,223.51 105.4582% 4 35-1139301 E & B PAVING INC $ 8,470,000.00 111.6089% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -2 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 31-1323837 |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP | 40000.00000 40000.00| 74500.00000 74500.00| 23613.73000 23613.73 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0009 110-01001 LUMP | 260900.00000 260900.00| 360727.21000 360727.21| 99876.65000 99876.65 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 224800.00000 224800.00| 95000.00000 95000.00| 41738.46000 41738.46 CLEARING RIGHT OF WAY | | | 0011 202-01300 4.000 EACH | 2398.00000 9592.00| 2398.00000 9592.00| 2671.03000 10684.12 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 202-02240 34739.000 SYS | 4.00000 138956.00| 5.55000 192801.45| 4.96000 172305.44 PAVEMENT REMOVAL | | | 0013 202-02274 12768.000 LFT | 2.30000 29366.40| 3.50000 44688.00| 6.20000 79161.60 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0014 202-03875 11.000 EACH | 300.00000 3300.00| 400.00000 4400.00| 295.62000 3251.82 CONCRETE STEPS, REMOVE | | | 0015 202-04089 36.000 EACH | 30.00000 1080.00| 30.00000 1080.00| 33.42000 1203.12 SIGN, SHEET, REMOVE | | | 0016 202-05545 47.000 CYS | 50.00000 2350.00| 50.00000 2350.00| 49.01000 2303.47 REGULATED MATERIALS, DISPOSE, C | | | 0017 202-05550 47.000 CYS | 34.00000 1598.00| 34.00000 1598.00| 22.28000 1047.16 REGULATED MATERIALS, REMOVE, C | | | 0018 202-05555 47.000 CYS | 16.00000 752.00| 16.00000 752.00| 8.21000 385.87 REGULATED MATERIALS, TRANSPORT, C | | | 0019 202-07603 10.000 EACH | 325.00000 3250.00| 325.00000 3250.00| 1225.24000 12252.40 TESTING FOR WASTE, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -3 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 31-1323837 |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-51133 74.000 LFT | 10.00000 740.00| 40.00000 2960.00| 4.99000 369.26 RAILING, REMOVE | | | 0021 202-52710 7775.000 SYS | 3.75000 29156.25| 3.00000 23325.00| 6.18000 48049.50 SIDEWALK, CONCRETE, REMOVE | | | 0022 203-02000 6833.000 CYS | 36.00000 245988.00| 20.00000 136660.00| 13.19000 90127.27 EXCAVATION, COMMON | | | 0023 203-02020 2441.000 CYS | 5.00000 12205.00| 9.00000 21969.00| 13.29000 32440.89 EXCAVATION, UNCLASSIFIED | | | 0024 203-02070 1010.000 CYS | 0.50000 505.00| 1.00000 1010.00| 10.29000 10392.90 BORROW | | | 0026 205-04948 LUMP | 1200.00000 1200.00| 2500.00000 2500.00| 3174.62000 3174.62 TEMPORARY CONSTRUCTION ENTRANCE/EXIT | | | 0027 205-08451 1.000 EACH | 165000.00000 165000.00| 240000.00000 240000.00| 252878.77000 252878.77 DETENTION | | | 0028 207-08267 2486.000 SYS | 16.00000 39776.00| 5.50000 13673.00| 10.08000 25058.88 SUBGRADE TREATMENT, TYPE IIIA | | | 0029 207-08268 37828.000 SYS | 10.50000 397194.00| 9.30000 351800.40| 10.87000 411190.36 SUBGRADE TREATMENT, TYPE IV | | | 0030 210-05106 72.000 EACH | 475.00000 34200.00| 475.00000 34200.00| 529.08000 38093.76 CONCRETE , ARCHITECTURAL PRECAST, CURB, | | | CURVED | | | 0031 210-05106 54.000 EACH | 450.00000 24300.00| 450.00000 24300.00| 501.23000 27066.42 CONCRETE , ARCHITECTURAL PRECAST, CURB, | | | STRAIGHT | | | 0032 210-05106 11.000 EACH | 3500.00000 38500.00| 3500.00000 38500.00| 3898.49000 42883.39 CONCRETE , ARCHITECTURAL PRECAST, URN | | | 0034 213-09269 9.100 CYS | 150.00000 1365.00| 50.00000 455.00| 40.10000 364.91 FLOWABLE BACKFILL, NON-REMOVABLE , | | | MODIFIED | | | 0035 213-09269 11396.000 CYS | 45.00000 512820.00| 42.50000 484330.00| 40.10000 456979.60 FLOWABLE BACKFILL, NON-REMOVABLE , | | | ROADWAY QUANTITY - 10,855 CYS | | | 0036 301-07448 1547.350 TON | 17.00000 26304.95| 32.00000 49515.20| 18.90000 29244.92 COMPACTED AGGREGATE, NO. 53, BASE | | | 0037 303-01180 1441.000 TON | 17.00000 24497.00| 32.00000 46112.00| 21.98000 31673.18 COMPACTED AGGREGATE, NO. 53 | | | 0038 303-04489 250.000 TON | 25.00000 6250.00| 40.00000 10000.00| 22.44000 5610.00 COMPACTED CRUSHED AGGREGATE, 8 | | | 0039 303-08210 75.000 TON | 30.00000 2250.00| 50.00000 3750.00| 18.41000 1380.75 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0040 306-08034 9751.000 SYS | 0.83000 8093.33| 1.40000 13651.40| 1.19000 11603.69 MILLING, ASPHALT, 1 1/2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -4 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 31-1323837 |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 306-08041 741.000 SYS | 3.00000 2223.00| 3.30000 2445.30| 5.16000 3823.56 MILLING, PCCP | | | 0042 306-08043 1594.000 SYS | 1.57000 2502.58| 0.90000 1434.60| 2.39000 3809.66 MILLING, TRANSITION | | | 0043 401-07327 4159.000 TON | 57.00000 237063.00| 62.00000 257858.00| 72.62000 302026.58 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0044 401-07378 7434.000 TON | 45.00000 334530.00| 52.00000 386568.00| 56.81000 422325.54 QC/QA-HMA, 2, 70, INTERMEDIATE, 12.5 mm | | | 0045 401-07407 13272.000 TON | 45.00000 597240.00| 46.00000 610512.00| 50.74000 673421.28 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0046 401-07429 6280.000 TON | 48.00000 301440.00| 51.00000 320280.00| 56.81000 356766.80 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0047 406-05521 178108.000 SYS | 0.10000 17810.80| 0.11000 19591.88| 0.09000 16029.72 ASPHALT FOR TACK COAT | | | 0048 506-06333 1741.000 SYS | 85.00000 147985.00| 71.00000 123611.00| 45.09000 78501.69 PCCP PATCHING, FULL DEPTH | | | 0049 603-03398 12.000 LFT | 30.00000 360.00| 30.00000 360.00| 30.80000 369.60 FENCE, RELOCATE | | | 0050 603-97461 5766.000 LFT | 1.50000 8649.00| 6.50000 37479.00| 1.30000 7495.80 TEMPORARY FENCE | | | 0055 604-06070 4265.950 SYS | 31.00000 132244.45| 35.00000 149308.25| 35.64000 152038.46 SIDEWALK, CONCRETE , 4" MODIFIED | | | 0056 604-07896 62.000 SYS | 98.00000 6076.00| 90.00000 5580.00| 172.65000 10704.30 CURB RAMP, CONCRETE, B | | | 0057 604-07897 206.000 SYS | 128.00000 26368.00| 90.00000 18540.00| 172.65000 35565.90 CURB RAMP, CONCRETE, C | | | 0058 604-07902 147.000 SYS | 131.00000 19257.00| 90.00000 13230.00| 172.65000 25379.55 CURB RAMP, CONCRETE, H | | | 0059 604-07903 324.000 SYS | 93.00000 30132.00| 90.00000 29160.00| 172.65000 55938.60 CURB RAMP, CONCRETE, K | | | 0060 604-44251 2.700 CYS | 750.00000 2025.00| 1000.00000 2700.00| 1336.63000 3608.90 STEPS, CONCRETE | | | 0061 604-91531 3889.000 SYS | 27.00000 105003.00| 31.00000 120559.00| 42.10000 163726.90 SIDEWALK, CONCRETE, 4 IN. | | | 0062 605-01870 3602.000 LFT | 14.00000 50428.00| 12.00000 43224.00| 21.89000 78847.78 CURB, CONCRETE, A | | | 0063 605-06155 15437.000 LFT | 10.00000 154370.00| 12.00000 185244.00| 16.69000 257643.53 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0064 605-06255 426.000 SYS | 52.00000 22152.00| 64.00000 27264.00| 67.39000 28708.14 CENTER CURB, D, CONCRETE | | | 0065 610-07486 107.000 TON | 75.00000 8025.00| 115.00000 12305.00| 122.52000 13109.64 HMA FOR APPROACHES, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -5 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 31-1323837 |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0066 610-08446 737.000 SYS | 37.00000 27269.00| 42.00000 30954.00| 50.89000 37505.93 PCCP FOR APPROACHES, 6 IN. | | | 0067 610-09108 1861.000 SYS | 47.00000 87467.00| 48.00000 89328.00| 63.37000 117931.57 PCCP FOR APPROACHES, 9 IN. | | | 0069 611-06497 4.000 EACH | 185.00000 740.00| 185.00000 740.00| 196.50000 786.00 MAILBOX ASSEMBLY, SINGLE | | | 0070 612-04315 5.000 TON | 3000.00000 15000.00| 3000.00000 15000.00| 3341.56000 16707.80 ASPHALT MATERIAL FOR UNDERSEAL | | | 0071 612-05081 1.000 EACH | 9300.00000 9300.00| 9300.00000 9300.00| 10358.85000 10358.85 MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0072 612-60410 96.000 EACH | 30.00000 2880.00| 30.00000 2880.00| 33.42000 3208.32 DRILLED HOLE FOR UNDERSEAL | | | 0073 614-06482 240.000 SYS | 58.00000 13920.00| 120.00000 28800.00| 328.59000 78861.60 HEADER, CEMENT CONCRETE, D | | | 0074 615-06490 74.000 EACH | 122.00000 9028.00| 122.00000 9028.00| 135.89000 10055.86 RIGHT OF WAY MARKER | | | 0075 615-06500 5.000 EACH | 575.00000 2875.00| 575.00000 2875.00| 640.47000 3202.35 MONUMENT, A | | | 0076 615-06505 2.000 EACH | 715.00000 1430.00| 715.00000 1430.00| 796.41000 1592.82 MONUMENT, B | | | 0077 615-06527 2.000 EACH | 520.00000 1040.00| 520.00000 1040.00| 579.21000 1158.42 MONUMENT, SECTION CORNER | | | 0078 621-01004 6.000 EACH | 150.00000 900.00| 150.00000 900.00| 167.08000 1002.48 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0079 621-02363 15466.000 SYS | 0.22000 3402.52| 0.22000 3402.52| 0.25000 3866.50 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0080 621-06567 112.000 kGAL | 1.00000 112.00| 1.00000 112.00| 1.11000 124.32 WATER | | | 0081 621-06570 1931.000 CYS | 25.00000 48275.00| 12.00000 23172.00| 43.44000 83882.64 TOP SOIL | | | 0082 621-06574 6395.000 SYS | 2.55000 16307.25| 3.20000 20464.00| 2.84000 18161.80 SODDING | | | 0087 622-05650 59.000 EACH | 328.00000 19352.00| 328.00000 19352.00| 365.34000 21555.06 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0090 628-09403 27.000 MOS | 1500.00000 40500.00| 2600.00000 70200.00| 1384.16000 37372.32 FIELD OFFICE, C | | | 0091 702-51005 121.960 CYS | 500.00000 60980.00| 350.00000 42686.00| 382.09000 46599.70 CONCRETE, A, SUBSTRUCTURE | | | 0092 702-51863 6.000 EACH | 65.00000 390.00| 100.00000 600.00| 81.37000 488.22 FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -6 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 31-1323837 |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0093 703-06029 6461.000 LBS | 1.20000 7753.20| 1.70000 10983.70| 1.10000 7107.10 REINFORCING BARS, EPOXY COATED | | | 0094 706-01268 361.000 LFT | 180.00000 64980.00| 180.00000 64980.00| 200.49000 72376.89 HANDRAIL, ALUMINUM , ORNAMENTAL, TYPE 1 | | | 0095 706-01268 295.000 LFT | 180.00000 53100.00| 180.00000 53100.00| 200.49000 59144.55 HANDRAIL, ALUMINUM , ORNAMENTAL, TYPE 2 | | | 0096 714-93641 550.000 LFT | 249.00000 136950.00| 203.00000 111650.00| 199.41000 109675.50 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 4' X 3' | | | 0097 714-93978 89.000 LFT | 218.00000 19402.00| 203.00000 18067.00| 241.85000 21524.65 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 4' X 2' | | | 0098 715-05024 504.000 LFT | 56.00000 28224.00| 65.00000 32760.00| 70.20000 35380.80 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0099 715-05048 19377.000 LFT | 4.44000 86033.88| 3.65000 70726.05| 4.05000 78476.85 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0100 715-05149 4361.000 LFT | 29.00000 126469.00| 26.00000 113386.00| 25.44000 110943.84 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0101 715-05151 1063.000 LFT | 29.00000 30827.00| 29.00000 30827.00| 27.48000 29211.24 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0102 715-05152 441.000 LFT | 37.50000 16537.50| 31.00000 13671.00| 32.34000 14261.94 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0103 715-05154 2432.000 LFT | 47.61000 115787.52| 50.00000 121600.00| 45.08000 109634.56 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0104 715-05156 204.000 LFT | 46.50000 9486.00| 56.00000 11424.00| 68.37000 13947.48 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0105 715-05159 1222.000 LFT | 65.76000 80358.72| 75.00000 91650.00| 83.07000 101511.54 PIPE, TYPE 2, CIRCULAR, 42 IN. | | | 0106 715-05163 806.000 LFT | 127.00000 102362.00| 115.00000 92690.00| 149.22000 120271.32 PIPE, TYPE 2, CIRCULAR, 60 IN. | | | 0107 715-05361 39.000 LFT | 73.00000 2847.00| 78.00000 3042.00| 75.63000 2949.57 PIPE, TYPE 3, DEFORMED, MIN. AREA 1.1 | | | SQ. FT. | | | 0108 715-05408 1016.000 LFT | 31.00000 31496.00| 42.00000 42672.00| 45.49000 46217.84 PIPE, SANITARY SEWER, 8 IN. | | | 0109 715-08283 3668.700 SYS | 45.00000 165091.50| 50.00000 183435.00| 26.06000 95606.32 PCCP FOR STRUCTURE INSTALLATION | | | 0110 715-08305 404.000 TON | 80.00000 32320.00| 85.00000 34340.00| 155.94000 62999.76 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0111 715-91361 1730.000 LFT | 10.80000 18684.00| 37.00000 64010.00| 21.32000 36883.60 PIPE, PVC, 6 IN. | | | 0112 715-91361 238.000 LFT | 44.00000 10472.00| 39.00000 9282.00| 50.09000 11921.42 PIPE, PVC, 6 IN. , SDR-26 SANITARY | | | SEWER PIPE, LATERAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -7 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 31-1323837 |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0113 718-06526 557.000 TON | 52.00000 28964.00| 65.00000 36205.00| 66.83000 37224.31 HMA FOR UNDERDRAINS | | | 0114 718-06532 3000.000 LFT | 0.90000 2700.00| 1.00000 3000.00| 0.84000 2520.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0115 718-52610 1888.000 CYS | 39.15000 73915.20| 25.00000 47200.00| 24.62000 46482.56 AGGREGATE FOR UNDERDRAINS | | | 0116 718-99153 7604.000 SYS | 1.75000 13307.00| 0.90000 6843.60| 1.45000 11025.80 GEOTEXTILES FOR UNDERDRAIN | | | 0117 720-01092 6.000 EACH | 3105.00000 18630.00| 4000.00000 24000.00| 3188.92000 19133.52 MANHOLE, J15, MODIFIED | | | 0118 720-01894 1.000 EACH | 1023.00000 1023.00| 1000.00000 1000.00| 278.71000 278.71 CASTING, FURNISH AND ADJUST TO GRADE | | | 0119 720-03194 2.000 EACH | 7463.00000 14926.00| 5000.00000 10000.00| 8188.98000 16377.96 MANHOLE | | | 0120 720-04682 1.000 EACH | 2020.00000 2020.00| 1450.00000 1450.00| 3497.26000 3497.26 INLET, | | | 0121 720-07301 23.000 EACH | 1355.00000 31165.00| 1900.00000 43700.00| 971.30000 22339.90 INLET TYPE HA | | | 0122 720-08241 2.000 EACH | 4166.00000 8332.00| 3500.00000 7000.00| 6960.86000 13921.72 MANHOLE, K15, MODIFIED | | | 0123 720-44000 33.000 EACH | 402.00000 13266.00| 650.00000 21450.00| 377.66000 12462.78 CASTING, ADJUST TO GRADE | | | 0124 720-45045 24.000 EACH | 1514.00000 36336.00| 1230.00000 29520.00| 1187.00000 28488.00 INLET, J10 | | | 0125 720-45250 1.000 EACH | 1600.00000 1600.00| 1350.00000 1350.00| 1274.99000 1274.99 CATCH BASIN, K10 | | | 0126 720-45260 10.000 EACH | 1330.00000 13300.00| 1200.00000 12000.00| 658.77000 6587.70 PIPE CATCH BASIN, 12 IN. | | | 0127 720-45410 37.000 EACH | 1975.00000 73075.00| 1600.00000 59200.00| 1767.63000 65402.31 MANHOLE, C4 | | | 0128 720-45510 6.000 EACH | 1985.00000 11910.00| 1800.00000 10800.00| 2026.65000 12159.90 MANHOLE, C4, MODIFIED | | | 0129 720-94612 23.000 EACH | 3300.00000 75900.00| 3050.00000 70150.00| 3315.83000 76264.09 MANHOLE, K4 | | | 0130 720-95335 7.000 EACH | 8800.00000 61600.00| 6500.00000 45500.00| 9020.88000 63146.16 MANHOLE, M4 | | | 0131 720-95422 11.000 EACH | 2897.00000 31867.00| 2350.00000 25850.00| 2543.49000 27978.39 MANHOLE, J4 | | | 0132 720-98174 65.000 EACH | 1950.00000 126750.00| 1700.00000 110500.00| 1634.46000 106239.90 INLET, B15 | | | 0133 720-98363 1.000 EACH | 2300.00000 2300.00| 1950.00000 1950.00| 1390.58000 1390.58 CATCH BASIN, MODIFIED , CATCH BASIN, S1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -8 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 31-1323837 |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0134 720-98555 27.000 EACH | 1988.00000 53676.00| 1725.00000 46575.00| 1799.72000 48592.44 INLET, C15 | | | 0135 722-01807 500.000 SYS | 18.00000 9000.00| 18.00000 9000.00| 16.98000 8490.00 MEMBRANE WATERPROOFING | | | 0136 732-04985 5.000 EACH | 14700.00000 73500.00| 13500.00000 67500.00| 21275.15000 106375.75 VAULT , VAULT, STORMWATER TREATMENT | | | 0137 732-08421 4.000 SYS | 288.00000 1152.00| 240.00000 960.00| 300.74000 1202.96 MODULAR BLOCK WALL ERECTION | | | 0138 801-02595 8.000 EACH | 185.00000 1480.00| 185.00000 1480.00| 206.06000 1648.48 CONTROLLER, RESET TIMING | | | 0139 801-03290 7.000 EACH | 295.00000 2065.00| 295.00000 2065.00| 325.25000 2276.75 CONSTRUCTION SIGN, C | | | 0140 801-04308 22.000 EACH | 495.00000 10890.00| 495.00000 10890.00| 989.10000 21760.20 ROAD CLOSURE SIGN ASSEMBLY | | | 0141 801-06203 19682.000 LFT | 0.14000 2755.48| 0.14000 2755.48| 0.37000 7282.34 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0142 801-06207 36431.000 LFT | 0.95000 34609.45| 0.95000 34609.45| 0.84000 30602.04 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0143 801-06216 109.000 LFT | 1.50000 163.50| 1.50000 163.50| 4.46000 486.14 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0144 801-06218 177.000 LFT | 5.70000 1008.90| 5.70000 1008.90| 8.91000 1577.07 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0145 801-06539 LUMP | 2284.00000 2284.00| 2284.00000 2284.00| 2544.04000 2544.04 TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0146 801-06640 35.000 EACH | 225.00000 7875.00| 225.00000 7875.00| 287.37000 10057.95 CONSTRUCTION SIGN, A | | | 0147 801-06645 66.000 EACH | 120.00000 7920.00| 120.00000 7920.00| 56.81000 3749.46 CONSTRUCTION SIGN, B | | | 0148 801-06710 450.000 DAY | 10.00000 4500.00| 10.00000 4500.00| 14.99000 6745.50 FLASHING ARROW SIGN | | | 0149 801-06775 LUMP | 47383.57000 47383.57| 130000.00000 130000.00| 74002.10000 74002.10 MAINTAINING TRAFFIC | | | 0150 801-07118 480.000 LFT | 16.00000 7680.00| 16.00000 7680.00| 24.50000 11760.00 BARRICADE, III-A | | | 0151 801-08401 647.000 LFT | 18.84000 12189.48| 30.00000 19410.00| 55.56000 35947.32 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0152 802-02475 23.000 EACH | 35.00000 805.00| 35.00000 805.00| 38.99000 896.77 SIGN, PANEL, REMOVE AND RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -9 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 31-1323837 |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0153 802-05701 638.000 LFT | 11.50000 7337.00| 11.50000 7337.00| 12.81000 8172.78 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0154 802-76035 420.370 SFT | 17.00000 7146.29| 17.00000 7146.29| 18.94000 7961.81 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0155 805-01815 4.000 EACH | 2210.00000 8840.00| 2210.00000 8840.00| 2461.62000 9846.48 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0156 805-01816 16.000 EACH | 884.00000 14144.00| 884.00000 14144.00| 984.65000 15754.40 SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | | X 8FT. | | | 0157 805-01842 28.000 EACH | 810.00000 22680.00| 810.00000 22680.00| 902.22000 25262.16 HANDHOLE, SIGNAL | | | 0158 805-02152 32.000 EACH | 630.00000 20160.00| 630.00000 20160.00| 701.73000 22455.36 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0159 805-02658 2464.800 LFT | 2.10000 5176.08| 2.10000 5176.08| 2.34000 5767.63 CABLE, COAXIAL | | | 0161 805-06592 3168.900 LFT | 12.00000 38026.80| 12.00000 38026.80| 13.37000 42368.19 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0162 805-08465 1.000 EACH | 438.00000 438.00| 438.00000 438.00| 487.87000 487.87 RADIO ANTENNA, 6db, OMNI | | | 0163 805-08466 4.000 EACH | 311.00000 1244.00| 311.00000 1244.00| 346.41000 1385.64 RADIO ANTENNA, 9db, YAGI | | | 0164 805-08493 LUMP | 1010.00000 1010.00| 1010.00000 1010.00| 1124.99000 1124.99 RADIO SYSTEM TESTING INTERCONNECT | | | 0165 805-08494 2.000 EACH | 3210.00000 6420.00| 3210.00000 6420.00| 3575.48000 7150.96 RADIO SPREAD SPECTRUM | | | 0166 805-78010 1.000 EACH | 1114.00000 1114.00| 1114.00000 1114.00| 1240.83000 1240.83 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0167 805-78100 3.000 EACH | 18960.00000 56880.00| 18960.00000 56880.00| 21118.69000 63356.07 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0168 805-78106 1.000 EACH | 24630.00000 24630.00| 24630.00000 24630.00| 27434.25000 27434.25 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0169 805-78190 4.000 EACH | 352.00000 1408.00| 352.00000 1408.00| 392.08000 1568.32 TRAFFIC SIGNAL HEAD, 1 FACE, 12" AMBER | | | 0170 805-78205 34.000 EACH | 863.00000 29342.00| 863.00000 29342.00| 961.26000 32682.84 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -10 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 31-1323837 |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0171 805-78215 2.000 EACH | 688.00000 1376.00| 688.00000 1376.00| 766.34000 1532.68 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER ARROW, GREEN ARROW | | | 0172 805-78230 8.000 EACH | 1314.00000 10512.00| 1314.00000 10512.00| 1463.61000 11708.88 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0173 805-78415 4.000 EACH | 1480.00000 5920.00| 1480.00000 5920.00| 1648.51000 6594.04 SPAN, CATENARY, AND TETHER | | | 0174 805-78445 6.000 EACH | 605.00000 3630.00| 605.00000 3630.00| 673.88000 4043.28 SIGNAL SERVICE | | | 0175 805-78465 270.700 LFT | 2.30000 622.61| 2.30000 622.61| 2.56000 692.99 SIGNAL CABLE, 2C 8GA. | | | 0176 805-78470 20465.600 LFT | 0.41000 8390.90| 0.41000 8390.90| 0.46000 9414.18 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0177 805-78480 6438.600 LFT | 0.88000 5665.97| 0.88000 5665.97| 0.98000 6309.83 SIGNAL CABLE, 3C 14GA. | | | 0178 805-78485 7829.200 LFT | 1.30000 10177.96| 1.30000 10177.96| 1.45000 11352.34 SIGNAL CABLE, 5C 14GA. | | | 0179 805-78490 949.800 LFT | 1.42000 1348.72| 1.42000 1348.72| 1.58000 1500.68 SIGNAL CABLE, 7C 14GA. | | | 0180 805-78495 2248.300 LFT | 1.66000 3732.18| 1.66000 3732.18| 1.85000 4159.36 SIGNAL CABLE, 9C 14GA. | | | 0181 805-78500 446.700 LFT | 2.02000 902.33| 2.02000 902.33| 2.25000 1005.08 SIGNAL CABLE, 11C 14GA. | | | 0182 805-78510 7021.800 LFT | 0.72000 5055.70| 0.72000 5055.70| 0.80000 5617.44 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0183 805-78785 40.000 EACH | 622.00000 24880.00| 622.00000 24880.00| 692.82000 27712.80 SIGNAL DETECTOR HOUSING | | | 0184 805-78795 5465.600 LFT | 7.00000 38259.20| 7.00000 38259.20| 7.80000 42631.68 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0185 805-78900 4.000 EACH | 552.00000 2208.00| 552.00000 2208.00| 614.85000 2459.40 PEDESTAL FOUNDATION, A | | | 0186 805-78925 5.000 EACH | 988.00000 4940.00| 988.00000 4940.00| 1100.49000 5502.45 CONTROLLER CABINET FOUNDATION, P1 | | | 0187 805-81032 4.000 EACH | 3740.00000 14960.00| 3740.00000 14960.00| 4165.82000 16663.28 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0188 805-90005 4.000 EACH | 680.00000 2720.00| 680.00000 2720.00| 757.42000 3029.68 SIGNAL PEDESTAL, 10 FT. | | | 0189 805-92951 3.000 EACH | 260.00000 780.00| 260.00000 780.00| 289.60000 868.80 SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | | 0190 805-94295 32.000 EACH | 190.00000 6080.00| 190.00000 6080.00| 211.63000 6772.16 SIGNAL HEAD, RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -11 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 31-1323837 |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0191 805-96121 32.000 EACH | 171.00000 5472.00| 171.00000 5472.00| 190.47000 6095.04 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0192 807-02817 52.000 EACH | 668.00000 34736.00| 668.00000 34736.00| 744.06000 38691.12 CONCRETE FOUNDATION WITH GROUNDING, 24 | | | IN. X 24 IN. X 72 IN. | | | 0193 807-08214 5800.000 LFT | 5.00000 29000.00| 5.00000 29000.00| 5.57000 32306.00 CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0194 807-93651 208.000 SET | 5.00000 1040.00| 5.00000 1040.00| 5.57000 1158.56 FOUNDATION, ANCHOR BOLTS AND | | | REINFORCING STEEL FOR POST TOP LIGHT | | | 0195 808-03439 2538.000 LFT | 3.50000 8883.00| 3.50000 8883.00| 4.46000 11319.48 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0196 808-04298 5.000 EACH | 325.00000 1625.00| 325.00000 1625.00| 473.39000 2366.95 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | WORD (RR) | | | 0197 808-06701 3503.000 LFT | 0.32000 1120.96| 0.32000 1120.96| 0.61000 2136.83 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0198 808-06703 2812.000 LFT | 0.32000 899.84| 0.32000 899.84| 0.43000 1209.16 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0199 808-06705 175.000 LFT | 1.26000 220.50| 1.26000 220.50| 2.23000 390.25 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0200 808-75245 11829.000 LFT | 0.32000 3785.28| 0.32000 3785.28| 0.43000 5086.47 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0201 808-75297 980.000 LFT | 3.50000 3430.00| 3.50000 3430.00| 4.46000 4370.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0202 808-75300 2684.000 LFT | 0.88000 2361.92| 0.88000 2361.92| 1.39000 3730.76 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0203 808-75320 26.000 EACH | 45.00000 1170.00| 45.00000 1170.00| 94.68000 2461.68 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0204 808-75325 19.000 EACH | 59.00000 1121.00| 59.00000 1121.00| 122.52000 2327.88 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0205 808-75998 464.000 EACH | 18.25000 8468.00| 14.85000 6890.40| 16.32000 7572.48 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0206 808-95933 147.000 LFT | 2.60000 382.20| 2.60000 382.20| 4.46000 655.62 CURB PAINTING, YELLOW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -12 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 31-1323837 |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0207 808-98796 14.000 LFT | 10.75000 150.50| 10.75000 150.50| 22.28000 311.92 LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | | IN., 2 FT. LINE, 4 FT. GAP | | | 0208 715-91361 400.000 LFT | 8.00000 3200.00| 24.50000 9800.00| 21.25000 8500.00 PIPE, PVC, 6 IN. , SCH. 40, IRRIGATION | | | SLEEVE, CONDUIT | | | 0209 715-92037 270.000 LFT | 7.00000 1890.00| 23.50000 6345.00| 18.40000 4968.00 PIPE, PVC, 4 IN. , SCH. 40, IRRIGATION | | | SLEEVE, CONDUIT | | | 0210 715-97122 1280.000 LFT | 7.00000 8960.00| 23.00000 29440.00| 10.81000 13836.80 PIPE, PVC, 2 IN. , SCH. 40, IRRIGATION | | | SLEEVE, CONDUIT | | | 0211 802-76005 5.000 SFT | 14.00000 70.00| 14.00000 70.00| 15.59000 77.95 SIGN, SHEET, ENCLOSED LENS, WITH LEGEND | | | , 0.080 IN. THICKNESS | | | 0212 805-02073 3.000 EACH | 5048.00000 15144.00| 5048.00000 15144.00| 5622.74000 16868.22 SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | 0213 805-78109 1.000 EACH | 18860.00000 18860.00| 18860.00000 18860.00| 21007.31000 21007.31 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0214 805-05405 1.000 EACH | 570.00000 570.00| 570.00000 570.00| 634.90000 634.90 SIGNAL PEDESTAL, 4 FT. | | | 0215 805-01844 570.000 LFT | 12.00000 6840.00| 12.00000 6840.00| 13.37000 7620.90 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0216 805-08464 1.000 EACH | 2800.00000 2800.00| 2800.00000 2800.00| 3118.80000 3118.80 RADIO, INTERCONNECT | | | 0217 805-92504 2.000 EACH | 310.00000 620.00| 310.00000 620.00| 345.30000 690.60 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0218 805-78205 5.000 EACH | 863.00000 4315.00| 863.00000 4315.00| 961.26000 4806.30 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN , ALL LED DISPLAYS | | | 0219 805-78230 1.000 EACH | 1314.00000 1314.00| 1314.00000 1314.00| 1463.61000 1463.61 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW ,| | | ALL LED DISPLAYS | | | 0220 805-02152 6.000 EACH | 630.00000 3780.00| 630.00000 3780.00| 701.73000 4210.38 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. , WITH | | | COUNTDOWN DISPLAY | | | 0221 805-78370 6.000 EACH | 135.00000 810.00| 135.00000 810.00| 150.37000 902.22 PEDESTRIAN PUSH BUTTON , WITH R10-4B | | | SIGN AND MOUNTING HARDWARE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -13 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-0918397 |( 3 ) 31-1323837 |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0222 805-79020 LUMP | 1485.00000 1485.00| 1485.00000 1485.00| 1654.07000 1654.07 TRAFFIC SIGNAL INSTALLATION | | | 0223 105-08520 4.000 EACH | 150.00000 600.00| 100.00000 400.00| 167.08000 668.32 CELLULAR TELEPHONE/RADIO | | | 0224 105-08521 108.000 MOS | 125.00000 13500.00| 100.00000 10800.00| 111.39000 12030.12 CELLULAR TELEPHONE/RADIO SERVICE | | | 0225 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0226 604-07898 9.920 SYS | 118.00000 1170.56| 90.00000 892.80| 172.65000 1712.69 CURB RAMP, CONCRETE, D | | | 0227 621-06560 9027.000 SYS | 0.41000 3701.07| 0.41000 3701.07| 0.46000 4152.42 MULCHED SEEDING, U | | | 0228 805-02069 2.000 EACH | 4353.00000 8706.00| 4353.00000 8706.00| 4848.61000 9697.22 SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | 0229 805-02072 2.000 EACH | 4693.00000 9386.00| 4693.00000 9386.00| 5227.32000 10454.64 SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | 0230 805-02073 1.000 EACH | 5048.00000 5048.00| 5048.00000 5048.00| 5622.74000 5622.74 SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | 0231 805-02077 6.000 EACH | 5496.00000 32976.00| 5496.00000 32976.00| 6121.75000 36730.50 SIGNAL CANTILEVER STRUCTURE, 40 FT. ARM | | | 0232 805-09736 1.000 EACH | 6850.00000 6850.00| 6850.00000 6850.00| 7629.91000 7629.91 SIGNAL CANTILEVER STRUCTURE, 55 FT. AR | | | 0233 805-09737 1.000 EACH | 9103.00000 9103.00| 9103.00000 9103.00| 10139.42000 10139.42 SIGNAL CANTILEVER STRUCTURE, 60 FT. ARM | | | 0234 211-09264 281.700 CYS | 20.00000 5634.00| 17.00000 4788.90| 14.08000 3966.34 STRUCTURE BACKFILL, TYPE 1 | | | 0235 604-04740 274.000 SFT | 12.00000 3288.00| 12.00000 3288.00| 12.25000 3356.50 PAVERS , TYPE C, CONCRETE, ADA, 2 1/4" | | | SECTION TOTALS | $ 7,588,998.00| $ 7,828,000.00| $ 8,003,223.51 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 7,588,998.00| $ 7,828,000.00| $ 8,003,223.51 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -14 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP | 44900.00000 44900.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0008 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0009 110-01001 LUMP | 508518.64000 508518.64| | MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 95000.00000 95000.00| | CLEARING RIGHT OF WAY | | | 0011 202-01300 4.000 EACH | 2398.00000 9592.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 202-02240 34739.000 SYS | 7.00000 243173.00| | PAVEMENT REMOVAL | | | 0013 202-02274 12768.000 LFT | 3.50000 44688.00| | CURB, CONCRETE, INTEGRAL, REMOVE | | | 0014 202-03875 11.000 EACH | 400.00000 4400.00| | CONCRETE STEPS, REMOVE | | | 0015 202-04089 36.000 EACH | 30.00000 1080.00| | SIGN, SHEET, REMOVE | | | 0016 202-05545 47.000 CYS | 50.00000 2350.00| | REGULATED MATERIALS, DISPOSE, C | | | 0017 202-05550 47.000 CYS | 20.00000 940.00| | REGULATED MATERIALS, REMOVE, C | | | 0018 202-05555 47.000 CYS | 30.00000 1410.00| | REGULATED MATERIALS, TRANSPORT, C | | | 0019 202-07603 10.000 EACH | 300.00000 3000.00| | TESTING FOR WASTE, C | | | 0020 202-51133 74.000 LFT | 13.00000 962.00| | RAILING, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -15 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 202-52710 7775.000 SYS | 3.00000 23325.00| | SIDEWALK, CONCRETE, REMOVE | | | 0022 203-02000 6833.000 CYS | 20.00000 136660.00| | EXCAVATION, COMMON | | | 0023 203-02020 2441.000 CYS | 9.00000 21969.00| | EXCAVATION, UNCLASSIFIED | | | 0024 203-02070 1010.000 CYS | 1.00000 1010.00| | BORROW | | | 0026 205-04948 LUMP | 2500.00000 2500.00| | TEMPORARY CONSTRUCTION ENTRANCE/EXIT | | | 0027 205-08451 1.000 EACH | 315000.00000 315000.00| | DETENTION | | | 0028 207-08267 2486.000 SYS | 5.50000 13673.00| | SUBGRADE TREATMENT, TYPE IIIA | | | 0029 207-08268 37828.000 SYS | 9.30000 351800.40| | SUBGRADE TREATMENT, TYPE IV | | | 0030 210-05106 72.000 EACH | 475.00000 34200.00| | CONCRETE , ARCHITECTURAL PRECAST, CURB, | | | CURVED | | | 0031 210-05106 54.000 EACH | 450.00000 24300.00| | CONCRETE , ARCHITECTURAL PRECAST, CURB, | | | STRAIGHT | | | 0032 210-05106 11.000 EACH | 3500.00000 38500.00| | CONCRETE , ARCHITECTURAL PRECAST, URN | | | 0034 213-09269 9.100 CYS | 50.00000 455.00| | FLOWABLE BACKFILL, NON-REMOVABLE , | | | MODIFIED | | | 0035 213-09269 11396.000 CYS | 42.50000 484330.00| | FLOWABLE BACKFILL, NON-REMOVABLE , | | | ROADWAY QUANTITY - 10,855 CYS | | | 0036 301-07448 1547.350 TON | 15.00000 23210.25| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0037 303-01180 1441.000 TON | 30.00000 43230.00| | COMPACTED AGGREGATE, NO. 53 | | | 0038 303-04489 250.000 TON | 28.00000 7000.00| | COMPACTED CRUSHED AGGREGATE, 8 | | | 0039 303-08210 75.000 TON | 50.00000 3750.00| | COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0040 306-08034 9751.000 SYS | 1.58000 15406.58| | MILLING, ASPHALT, 1 1/2 IN. | | | 0041 306-08041 741.000 SYS | 2.34000 1733.94| | MILLING, PCCP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -16 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 306-08043 1594.000 SYS | 1.10000 1753.40| | MILLING, TRANSITION | | | 0043 401-07327 4159.000 TON | 74.00000 307766.00| | QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0044 401-07378 7434.000 TON | 59.00000 438606.00| | QC/QA-HMA, 2, 70, INTERMEDIATE, 12.5 mm | | | 0045 401-07407 13272.000 TON | 50.00000 663600.00| | QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0046 401-07429 6280.000 TON | 50.00000 314000.00| | QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0047 406-05521 178108.000 SYS | 0.15000 26716.20| | ASPHALT FOR TACK COAT | | | 0048 506-06333 1741.000 SYS | 100.00000 174100.00| | PCCP PATCHING, FULL DEPTH | | | 0049 603-03398 12.000 LFT | 30.00000 360.00| | FENCE, RELOCATE | | | 0050 603-97461 5766.000 LFT | 6.00000 34596.00| | TEMPORARY FENCE | | | 0055 604-06070 4265.950 SYS | 31.00000 132244.45| | SIDEWALK, CONCRETE , 4" MODIFIED | | | 0056 604-07896 62.000 SYS | 265.00000 16430.00| | CURB RAMP, CONCRETE, B | | | 0057 604-07897 206.000 SYS | 165.00000 33990.00| | CURB RAMP, CONCRETE, C | | | 0058 604-07902 147.000 SYS | 200.00000 29400.00| | CURB RAMP, CONCRETE, H | | | 0059 604-07903 324.000 SYS | 165.00000 53460.00| | CURB RAMP, CONCRETE, K | | | 0060 604-44251 2.700 CYS | 2000.00000 5400.00| | STEPS, CONCRETE | | | 0061 604-91531 3889.000 SYS | 22.00000 85558.00| | SIDEWALK, CONCRETE, 4 IN. | | | 0062 605-01870 3602.000 LFT | 15.00000 54030.00| | CURB, CONCRETE, A | | | 0063 605-06155 15437.000 LFT | 13.50000 208399.50| | CURB AND GUTTER, CONCRETE, MODIFIED | | | 0064 605-06255 426.000 SYS | 100.00000 42600.00| | CENTER CURB, D, CONCRETE | | | 0065 610-07486 107.000 TON | 110.00000 11770.00| | HMA FOR APPROACHES, TYPE A | | | 0066 610-08446 737.000 SYS | 55.00000 40535.00| | PCCP FOR APPROACHES, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -17 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0067 610-09108 1861.000 SYS | 56.00000 104216.00| | PCCP FOR APPROACHES, 9 IN. | | | 0069 611-06497 4.000 EACH | 185.00000 740.00| | MAILBOX ASSEMBLY, SINGLE | | | 0070 612-04315 5.000 TON | 3000.00000 15000.00| | ASPHALT MATERIAL FOR UNDERSEAL | | | 0071 612-05081 1.000 EACH | 9300.00000 9300.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0072 612-60410 96.000 EACH | 30.00000 2880.00| | DRILLED HOLE FOR UNDERSEAL | | | 0073 614-06482 240.000 SYS | 155.00000 37200.00| | HEADER, CEMENT CONCRETE, D | | | 0074 615-06490 74.000 EACH | 122.00000 9028.00| | RIGHT OF WAY MARKER | | | 0075 615-06500 5.000 EACH | 575.00000 2875.00| | MONUMENT, A | | | 0076 615-06505 2.000 EACH | 715.00000 1430.00| | MONUMENT, B | | | 0077 615-06527 2.000 EACH | 520.00000 1040.00| | MONUMENT, SECTION CORNER | | | 0078 621-01004 6.000 EACH | 150.00000 900.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0079 621-02363 15466.000 SYS | 0.22000 3402.52| | MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0080 621-06567 112.000 kGAL | 1.00000 112.00| | WATER | | | 0081 621-06570 1931.000 CYS | 12.00000 23172.00| | TOP SOIL | | | 0082 621-06574 6395.000 SYS | 3.20000 20464.00| | SODDING | | | 0087 622-05650 59.000 EACH | 328.00000 19352.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0090 628-09403 27.000 MOS | 2750.00000 74250.00| | FIELD OFFICE, C | | | 0091 702-51005 121.960 CYS | 350.00000 42686.00| | CONCRETE, A, SUBSTRUCTURE | | | 0092 702-51863 6.000 EACH | 50.00000 300.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0093 703-06029 6461.000 LBS | 2.80000 18090.80| | REINFORCING BARS, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -18 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0094 706-01268 361.000 LFT | 180.00000 64980.00| | HANDRAIL, ALUMINUM , ORNAMENTAL, TYPE 1 | | | 0095 706-01268 295.000 LFT | 180.00000 53100.00| | HANDRAIL, ALUMINUM , ORNAMENTAL, TYPE 2 | | | 0096 714-93641 550.000 LFT | 203.00000 111650.00| | CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 4' X 3' | | | 0097 714-93978 89.000 LFT | 203.00000 18067.00| | CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 4' X 2' | | | 0098 715-05024 504.000 LFT | 65.00000 32760.00| | PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0099 715-05048 19377.000 LFT | 3.65000 70726.05| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0100 715-05149 4361.000 LFT | 26.00000 113386.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0101 715-05151 1063.000 LFT | 29.00000 30827.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0102 715-05152 441.000 LFT | 31.00000 13671.00| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0103 715-05154 2432.000 LFT | 50.00000 121600.00| | PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0104 715-05156 204.000 LFT | 56.00000 11424.00| | PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0105 715-05159 1222.000 LFT | 75.00000 91650.00| | PIPE, TYPE 2, CIRCULAR, 42 IN. | | | 0106 715-05163 806.000 LFT | 115.00000 92690.00| | PIPE, TYPE 2, CIRCULAR, 60 IN. | | | 0107 715-05361 39.000 LFT | 78.00000 3042.00| | PIPE, TYPE 3, DEFORMED, MIN. AREA 1.1 | | | SQ. FT. | | | 0108 715-05408 1016.000 LFT | 42.00000 42672.00| | PIPE, SANITARY SEWER, 8 IN. | | | 0109 715-08283 3668.700 SYS | 45.00000 165091.50| | PCCP FOR STRUCTURE INSTALLATION | | | 0110 715-08305 404.000 TON | 170.00000 68680.00| | HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0111 715-91361 1730.000 LFT | 37.00000 64010.00| | PIPE, PVC, 6 IN. | | | 0112 715-91361 238.000 LFT | 39.00000 9282.00| | PIPE, PVC, 6 IN. , SDR-26 SANITARY | | | SEWER PIPE, LATERAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -19 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0113 718-06526 557.000 TON | 63.35000 35285.95| | HMA FOR UNDERDRAINS | | | 0114 718-06532 3000.000 LFT | 0.75000 2250.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0115 718-52610 1888.000 CYS | 25.00000 47200.00| | AGGREGATE FOR UNDERDRAINS | | | 0116 718-99153 7604.000 SYS | 0.90000 6843.60| | GEOTEXTILES FOR UNDERDRAIN | | | 0117 720-01092 6.000 EACH | 4000.00000 24000.00| | MANHOLE, J15, MODIFIED | | | 0118 720-01894 1.000 EACH | 1000.00000 1000.00| | CASTING, FURNISH AND ADJUST TO GRADE | | | 0119 720-03194 2.000 EACH | 5000.00000 10000.00| | MANHOLE | | | 0120 720-04682 1.000 EACH | 1450.00000 1450.00| | INLET, | | | 0121 720-07301 23.000 EACH | 1900.00000 43700.00| | INLET TYPE HA | | | 0122 720-08241 2.000 EACH | 3500.00000 7000.00| | MANHOLE, K15, MODIFIED | | | 0123 720-44000 33.000 EACH | 650.00000 21450.00| | CASTING, ADJUST TO GRADE | | | 0124 720-45045 24.000 EACH | 1230.00000 29520.00| | INLET, J10 | | | 0125 720-45250 1.000 EACH | 1350.00000 1350.00| | CATCH BASIN, K10 | | | 0126 720-45260 10.000 EACH | 1200.00000 12000.00| | PIPE CATCH BASIN, 12 IN. | | | 0127 720-45410 37.000 EACH | 1600.00000 59200.00| | MANHOLE, C4 | | | 0128 720-45510 6.000 EACH | 1800.00000 10800.00| | MANHOLE, C4, MODIFIED | | | 0129 720-94612 23.000 EACH | 3050.00000 70150.00| | MANHOLE, K4 | | | 0130 720-95335 7.000 EACH | 6500.00000 45500.00| | MANHOLE, M4 | | | 0131 720-95422 11.000 EACH | 2350.00000 25850.00| | MANHOLE, J4 | | | 0132 720-98174 65.000 EACH | 1700.00000 110500.00| | INLET, B15 | | | 0133 720-98363 1.000 EACH | 1950.00000 1950.00| | CATCH BASIN, MODIFIED , CATCH BASIN, S1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -20 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0134 720-98555 27.000 EACH | 1725.00000 46575.00| | INLET, C15 | | | 0135 722-01807 500.000 SYS | 12.50000 6250.00| | MEMBRANE WATERPROOFING | | | 0136 732-04985 5.000 EACH | 13500.00000 67500.00| | VAULT , VAULT, STORMWATER TREATMENT | | | 0137 732-08421 4.000 SYS | 350.00000 1400.00| | MODULAR BLOCK WALL ERECTION | | | 0138 801-02595 8.000 EACH | 185.00000 1480.00| | CONTROLLER, RESET TIMING | | | 0139 801-03290 7.000 EACH | 295.00000 2065.00| | CONSTRUCTION SIGN, C | | | 0140 801-04308 22.000 EACH | 495.00000 10890.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0141 801-06203 19682.000 LFT | 0.14000 2755.48| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0142 801-06207 36431.000 LFT | 0.95000 34609.45| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0143 801-06216 109.000 LFT | 1.50000 163.50| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0144 801-06218 177.000 LFT | 5.70000 1008.90| | TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0145 801-06539 LUMP | 2284.00000 2284.00| | TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0146 801-06640 35.000 EACH | 225.00000 7875.00| | CONSTRUCTION SIGN, A | | | 0147 801-06645 66.000 EACH | 120.00000 7920.00| | CONSTRUCTION SIGN, B | | | 0148 801-06710 450.000 DAY | 10.00000 4500.00| | FLASHING ARROW SIGN | | | 0149 801-06775 LUMP | 261703.78000 261703.78| | MAINTAINING TRAFFIC | | | 0150 801-07118 480.000 LFT | 16.00000 7680.00| | BARRICADE, III-A | | | 0151 801-08401 647.000 LFT | 45.00000 29115.00| | TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0152 802-02475 23.000 EACH | 35.00000 805.00| | SIGN, PANEL, REMOVE AND RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -21 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0153 802-05701 638.000 LFT | 11.50000 7337.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0154 802-76035 420.370 SFT | 17.00000 7146.29| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0155 805-01815 4.000 EACH | 2210.00000 8840.00| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0156 805-01816 16.000 EACH | 884.00000 14144.00| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | | X 8FT. | | | 0157 805-01842 28.000 EACH | 810.00000 22680.00| | HANDHOLE, SIGNAL | | | 0158 805-02152 32.000 EACH | 630.00000 20160.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0159 805-02658 2464.800 LFT | 2.10000 5176.08| | CABLE, COAXIAL | | | 0161 805-06592 3168.900 LFT | 12.00000 38026.80| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0162 805-08465 1.000 EACH | 438.00000 438.00| | RADIO ANTENNA, 6db, OMNI | | | 0163 805-08466 4.000 EACH | 311.00000 1244.00| | RADIO ANTENNA, 9db, YAGI | | | 0164 805-08493 LUMP | 1010.00000 1010.00| | RADIO SYSTEM TESTING INTERCONNECT | | | 0165 805-08494 2.000 EACH | 3210.00000 6420.00| | RADIO SPREAD SPECTRUM | | | 0166 805-78010 1.000 EACH | 1114.00000 1114.00| | CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0167 805-78100 3.000 EACH | 18960.00000 56880.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0168 805-78106 1.000 EACH | 24630.00000 24630.00| | CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0169 805-78190 4.000 EACH | 352.00000 1408.00| | TRAFFIC SIGNAL HEAD, 1 FACE, 12" AMBER | | | 0170 805-78205 34.000 EACH | 863.00000 29342.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -22 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0171 805-78215 2.000 EACH | 688.00000 1376.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER ARROW, GREEN ARROW | | | 0172 805-78230 8.000 EACH | 1314.00000 10512.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0173 805-78415 4.000 EACH | 1480.00000 5920.00| | SPAN, CATENARY, AND TETHER | | | 0174 805-78445 6.000 EACH | 605.00000 3630.00| | SIGNAL SERVICE | | | 0175 805-78465 270.700 LFT | 2.30000 622.61| | SIGNAL CABLE, 2C 8GA. | | | 0176 805-78470 20465.600 LFT | 0.41000 8390.90| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0177 805-78480 6438.600 LFT | 0.88000 5665.97| | SIGNAL CABLE, 3C 14GA. | | | 0178 805-78485 7829.200 LFT | 1.30000 10177.96| | SIGNAL CABLE, 5C 14GA. | | | 0179 805-78490 949.800 LFT | 1.42000 1348.72| | SIGNAL CABLE, 7C 14GA. | | | 0180 805-78495 2248.300 LFT | 1.66000 3732.18| | SIGNAL CABLE, 9C 14GA. | | | 0181 805-78500 446.700 LFT | 2.02000 902.33| | SIGNAL CABLE, 11C 14GA. | | | 0182 805-78510 7021.800 LFT | 0.72000 5055.70| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0183 805-78785 40.000 EACH | 622.00000 24880.00| | SIGNAL DETECTOR HOUSING | | | 0184 805-78795 5465.600 LFT | 7.00000 38259.20| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0185 805-78900 4.000 EACH | 552.00000 2208.00| | PEDESTAL FOUNDATION, A | | | 0186 805-78925 5.000 EACH | 988.00000 4940.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0187 805-81032 4.000 EACH | 3740.00000 14960.00| | SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0188 805-90005 4.000 EACH | 680.00000 2720.00| | SIGNAL PEDESTAL, 10 FT. | | | 0189 805-92951 3.000 EACH | 260.00000 780.00| | SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | | 0190 805-94295 32.000 EACH | 190.00000 6080.00| | SIGNAL HEAD, RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -23 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0191 805-96121 32.000 EACH | 171.00000 5472.00| | PEDESTRIAN PUSH BUTTON AND SIGN | | | 0192 807-02817 52.000 EACH | 668.00000 34736.00| | CONCRETE FOUNDATION WITH GROUNDING, 24 | | | IN. X 24 IN. X 72 IN. | | | 0193 807-08214 5800.000 LFT | 5.00000 29000.00| | CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0194 807-93651 208.000 SET | 5.00000 1040.00| | FOUNDATION, ANCHOR BOLTS AND | | | REINFORCING STEEL FOR POST TOP LIGHT | | | 0195 808-03439 2538.000 LFT | 3.50000 8883.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0196 808-04298 5.000 EACH | 325.00000 1625.00| | PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | WORD (RR) | | | 0197 808-06701 3503.000 LFT | 0.32000 1120.96| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0198 808-06703 2812.000 LFT | 0.32000 899.84| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0199 808-06705 175.000 LFT | 1.26000 220.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0200 808-75245 11829.000 LFT | 0.32000 3785.28| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0201 808-75297 980.000 LFT | 3.50000 3430.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0202 808-75300 2684.000 LFT | 0.88000 2361.92| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0203 808-75320 26.000 EACH | 45.00000 1170.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0204 808-75325 19.000 EACH | 59.00000 1121.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0205 808-75998 464.000 EACH | 14.85000 6890.40| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0206 808-95933 147.000 LFT | 2.60000 382.20| | CURB PAINTING, YELLOW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -24 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0207 808-98796 14.000 LFT | 10.75000 150.50| | LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | | IN., 2 FT. LINE, 4 FT. GAP | | | 0208 715-91361 400.000 LFT | 10.00000 4000.00| | PIPE, PVC, 6 IN. , SCH. 40, IRRIGATION | | | SLEEVE, CONDUIT | | | 0209 715-92037 270.000 LFT | 15.00000 4050.00| | PIPE, PVC, 4 IN. , SCH. 40, IRRIGATION | | | SLEEVE, CONDUIT | | | 0210 715-97122 1280.000 LFT | 5.00000 6400.00| | PIPE, PVC, 2 IN. , SCH. 40, IRRIGATION | | | SLEEVE, CONDUIT | | | 0211 802-76005 5.000 SFT | 14.00000 70.00| | SIGN, SHEET, ENCLOSED LENS, WITH LEGEND | | | , 0.080 IN. THICKNESS | | | 0212 805-02073 3.000 EACH | 5048.00000 15144.00| | SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | 0213 805-78109 1.000 EACH | 18860.00000 18860.00| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0214 805-05405 1.000 EACH | 570.00000 570.00| | SIGNAL PEDESTAL, 4 FT. | | | 0215 805-01844 570.000 LFT | 12.00000 6840.00| | CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0216 805-08464 1.000 EACH | 2800.00000 2800.00| | RADIO, INTERCONNECT | | | 0217 805-92504 2.000 EACH | 310.00000 620.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0218 805-78205 5.000 EACH | 863.00000 4315.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN , ALL LED DISPLAYS | | | 0219 805-78230 1.000 EACH | 1314.00000 1314.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW ,| | | ALL LED DISPLAYS | | | 0220 805-02152 6.000 EACH | 630.00000 3780.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. , WITH | | | COUNTDOWN DISPLAY | | | 0221 805-78370 6.000 EACH | 135.00000 810.00| | PEDESTRIAN PUSH BUTTON , WITH R10-4B | | | SIGN AND MOUNTING HARDWARE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 231 -25 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29935-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0222 805-79020 LUMP | 1485.00000 1485.00| | TRAFFIC SIGNAL INSTALLATION | | | 0223 105-08520 4.000 EACH | 100.00000 400.00| | CELLULAR TELEPHONE/RADIO | | | 0224 105-08521 108.000 MOS | 50.00000 5400.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0225 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0226 604-07898 9.920 SYS | 215.00000 2132.80| | CURB RAMP, CONCRETE, D | | | 0227 621-06560 9027.000 SYS | 0.41000 3701.07| | MULCHED SEEDING, U | | | 0228 805-02069 2.000 EACH | 4353.00000 8706.00| | SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | 0229 805-02072 2.000 EACH | 4693.00000 9386.00| | SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | 0230 805-02073 1.000 EACH | 5048.00000 5048.00| | SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | 0231 805-02077 6.000 EACH | 5496.00000 32976.00| | SIGNAL CANTILEVER STRUCTURE, 40 FT. ARM | | | 0232 805-09736 1.000 EACH | 6850.00000 6850.00| | SIGNAL CANTILEVER STRUCTURE, 55 FT. AR | | | 0233 805-09737 1.000 EACH | 9103.00000 9103.00| | SIGNAL CANTILEVER STRUCTURE, 60 FT. ARM | | | 0234 211-09264 281.700 CYS | 17.00000 4788.90| | STRUCTURE BACKFILL, TYPE 1 | | | 0235 604-04740 274.000 SFT | 12.00000 3288.00| | PAVERS , TYPE C, CONCRETE, ADA, 2 1/4" | | | SECTION TOTALS | $ 8,470,000.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 8,470,000.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 243 -1 VENDOR RANKING CALL ORDER : 243 CONTRACT ID : R -30224-A COUNTIES : CLAY LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : PAVEMENT REPLACEMENT COMPLETION DATE : 06/30/11 LOCATION : ON SR 59 FROM SR 157 TO 0.3 MILE NORTH OF NORTH JCT PROJECT(S) : 0571024 WITH SR 246 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 DAVE OMARA CONTRACTOR INC $ 3,524,369.84 100.0000% 2 35-1875662 CRIDER & CRIDER INC $ 3,833,085.49 108.7595% 3 35-1461789 POINDEXTER EXCAVATING $ 4,185,577.75 118.7610% 4 37-0797609 FEUTZ CONTRACTORS INC $ 4,188,230.47 118.8363% 5 35-1111003 WHITE CONSTRUCTION INC $ 4,327,786.90 122.7960% 6 35-1917625 MILESTONE CONTRACTORS LP $ 4,494,000.00 127.5122% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 243 -2 TABULATION OF BIDS CALL ORDER : 243 CONTRACT ID : R -30224-A COUNTIES : CLAY LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1875662 |( 3 ) 35-1461789 |DAVE OMARA CONTRACTOR INC |CRIDER & CRIDER INC |POINDEXTER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP | 40000.00000 40000.00| 54000.00000 54000.00| 98000.00000 98000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 270.00000 810.00| 180.00000 540.00| 500.00000 1500.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 72.000 MOS | 80.00000 5760.00| 85.00000 6120.00| 90.00000 6480.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 175000.00000 175000.00| 191000.00000 191000.00| 194000.00000 194000.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 113-01614 LUMP | 12000.00000 12000.00| 10300.00000 10300.00| 20000.00000 20000.00 PARTNERING OVERHEAD | | | 0013 201-52370 LUMP | 70000.00000 70000.00| 76600.00000 76600.00| 259000.00000 259000.00 CLEARING RIGHT OF WAY | | | 0014 202-03000 LUMP | 2000.00000 2000.00| 500.00000 500.00| 2000.00000 2000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 3 | | | 0015 202-03000 LUMP | 5000.00000 5000.00| 10000.00000 10000.00| 7500.00000 7500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 5 | | | 0016 202-03000 LUMP | 2000.00000 2000.00| 1025.00000 1025.00| 2000.00000 2000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 9 | | | 0017 202-04089 83.000 EACH | 35.00000 2905.00| 21.00000 1743.00| 40.00000 3320.00 SIGN, SHEET, REMOVE | | | 0018 203-02000 16567.000 CYS | 11.50000 190520.50| 12.00000 198804.00| 17.40000 288265.80 EXCAVATION, COMMON | | | 0019 205-03371 500.000 CYS | 8.00000 4000.00| 4.25000 2125.00| 17.00000 8500.00 SEDIMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 243 -3 TABULATION OF BIDS CALL ORDER : 243 CONTRACT ID : R -30224-A COUNTIES : CLAY LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1875662 |( 3 ) 35-1461789 |DAVE OMARA CONTRACTOR INC |CRIDER & CRIDER INC |POINDEXTER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06931 0.400 TON | 50.00000 20.00| 42.50000 17.00| 950.00000 380.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0021 205-06933 2.000 EACH | 187.00000 374.00| 107.00000 214.00| 250.00000 500.00 TEMPORARY DITCH INLET PROTECTION | | | 0022 205-06937 19434.000 LFT | 1.25000 24292.50| 1.00000 19434.00| 1.30000 25264.20 TEMPORARY SILT FENCE | | | 0023 207-08267 7302.000 SYS | 11.00000 80322.00| 7.00000 51114.00| 12.40000 90544.80 SUBGRADE TREATMENT, TYPE IIIA | | | 0024 211-09264 5580.000 CYS | 31.00000 172980.00| 21.00000 117180.00| 17.00000 94860.00 STRUCTURE BACKFILL, TYPE 1 | | | 0025 213-09269 5.900 CYS | 100.00000 590.00| 190.00000 1121.00| 150.00000 885.00 FLOWABLE BACKFILL, NON-REMOVABLE | | | 0026 214-07202 18952.000 SYS | 2.25000 42642.00| 2.25000 42642.00| 1.80000 34113.60 GEOGRID, I | | | 0027 301-07448 13236.000 TON | 14.00000 185304.00| 19.00000 251484.00| 17.50000 231630.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 303-02172 130.000 TON | 25.00000 3250.00| 20.00000 2600.00| 28.00000 3640.00 TEMPORARY AGGREGATE | | | 0029 303-07449 169.000 TON | 38.00000 6422.00| 36.50000 6168.50| 25.00000 4225.00 COMPACTED AGGREGATE, NO. 73 | | | 0030 304-07492 27.000 TON | 180.00000 4860.00| 179.00000 4833.00| 280.00000 7560.00 WIDENING WITH HMA, TYPE A | | | 0031 306-08043 387.000 SYS | 9.00000 3483.00| 10.00000 3870.00| 12.00000 4644.00 MILLING, TRANSITION | | | 0032 401-07321 1947.000 TON | 56.00000 109032.00| 70.00000 136290.00| 69.00000 134343.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0033 401-07390 2606.000 TON | 55.00000 143330.00| 70.00000 182420.00| 68.00000 177208.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0034 401-07423 5733.000 TON | 53.50000 306715.50| 70.00000 401310.00| 63.00000 361179.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0035 401-08333 2843.000 TON | 65.00000 184795.00| 65.00000 184795.00| 63.00000 179109.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0036 402-07432 1519.000 TON | 62.00000 94178.00| 60.00000 91140.00| 59.00000 89621.00 HMA SURFACE, TYPE A | | | 0037 402-07435 1013.000 TON | 60.00000 60780.00| 55.00000 55715.00| 56.00000 56728.00 HMA INTERMEDIATE, TYPE A | | | 0038 402-07453 258.000 TON | 105.00000 27090.00| 68.00000 17544.00| 99.00000 25542.00 HMA FOR TEMPORARY PAVEMENT | | | 0039 406-05520 26.000 TON | 525.00000 13650.00| 435.00000 11310.00| 435.00000 11310.00 ASPHALT FOR TACK COAT | | | 0040 601-01700 1.000 EACH | 2000.00000 2000.00| 1960.00000 1960.00| 2500.00000 2500.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 243 -4 TABULATION OF BIDS CALL ORDER : 243 CONTRACT ID : R -30224-A COUNTIES : CLAY LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1875662 |( 3 ) 35-1461789 |DAVE OMARA CONTRACTOR INC |CRIDER & CRIDER INC |POINDEXTER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 601-02103 148.000 LFT | 25.00000 3700.00| 24.50000 3626.00| 26.00000 3848.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0042 601-94689 2.000 EACH | 2500.00000 5000.00| 2600.00000 5200.00| 2700.00000 5400.00 GUARDRAIL END TREATMENT, OS | | | 0043 601-97774 1.000 EACH | 800.00000 800.00| 730.00000 730.00| 900.00000 900.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0044 601-99105 168.000 LFT | 20.00000 3360.00| 20.00000 3360.00| 21.00000 3528.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0045 604-07897 58.000 SYS | 70.00000 4060.00| 70.00000 4060.00| 140.00000 8120.00 CURB RAMP, CONCRETE, C | | | 0046 604-07900 355.000 SYS | 65.00000 23075.00| 65.00000 23075.00| 140.00000 49700.00 CURB RAMP, CONCRETE, F | | | 0047 604-07901 118.000 SYS | 75.00000 8850.00| 115.00000 13570.00| 140.00000 16520.00 CURB RAMP, CONCRETE, G | | | 0048 604-07902 233.000 SYS | 60.00000 13980.00| 60.00000 13980.00| 140.00000 32620.00 CURB RAMP, CONCRETE, H | | | 0049 604-07903 89.000 SYS | 75.00000 6675.00| 75.00000 6675.00| 140.00000 12460.00 CURB RAMP, CONCRETE, K | | | 0050 604-44251 38.000 CYS | 500.00000 19000.00| 400.00000 15200.00| 830.00000 31540.00 STEPS, CONCRETE | | | 0051 604-91531 4181.000 SYS | 29.00000 121249.00| 30.00000 125430.00| 34.00000 142154.00 SIDEWALK, CONCRETE, 4 IN. | | | 0052 605-06145 291.000 LFT | 18.00000 5238.00| 18.00000 5238.00| 21.00000 6111.00 CURB AND GUTTER, B, CONCRETE | | | 0053 605-52807 8134.000 LFT | 16.01000 130225.34| 16.00000 130144.00| 15.50000 126077.00 CURB AND GUTTER, COMBINED | | | 0054 610-07487 2684.000 TON | 70.00000 187880.00| 77.00000 206668.00| 80.00000 214720.00 HMA FOR APPROACHES, TYPE B | | | 0055 610-08446 1745.000 SYS | 33.00000 57585.00| 33.00000 57585.00| 46.00000 80270.00 PCCP FOR APPROACHES, 6 IN. | | | 0056 610-09108 307.000 SYS | 43.00000 13201.00| 40.00000 12280.00| 50.00000 15350.00 PCCP FOR APPROACHES, 9 IN. | | | 0057 611-06497 11.000 EACH | 200.00000 2200.00| 180.00000 1980.00| 200.00000 2200.00 MAILBOX ASSEMBLY, SINGLE | | | 0058 615-06505 4.000 EACH | 700.00000 2800.00| 7.25000 29.00| 750.00000 3000.00 MONUMENT, B | | | 0059 616-02320 156.000 SYS | 2.00000 312.00| 1.34000 209.04| 3.00000 468.00 GEOTEXTILES | | | 0060 616-06451 89.000 TON | 35.00000 3115.00| 27.00000 2403.00| 30.00000 2670.00 RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 243 -5 TABULATION OF BIDS CALL ORDER : 243 CONTRACT ID : R -30224-A COUNTIES : CLAY LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1875662 |( 3 ) 35-1461789 |DAVE OMARA CONTRACTOR INC |CRIDER & CRIDER INC |POINDEXTER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 621-06575 7335.000 SYS | 3.15000 23105.25| 3.15000 23105.25| 3.80000 27873.00 SODDING, NURSERY | | | 0062 622-05650 86.000 EACH | 335.00000 28810.00| 360.00000 30960.00| 350.00000 30100.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0063 628-09402 24.000 MOS | 1400.00000 33600.00| 1645.00000 39480.00| 1900.00000 45600.00 FIELD OFFICE, B | | | 0064 628-09407 24.000 MOS | 110.00000 2640.00| 270.00000 6480.00| 100.00000 2400.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 3 EACH | | | 0065 703-06028 343.000 LBS | 2.55000 874.65| 0.55000 188.65| 9.00000 3087.00 REINFORCING BARS | | | 0066 715-02397 2.000 EACH | 1828.70000 3657.40| 2200.00000 4400.00| 1800.00000 3600.00 SAFETY METAL END SECTION, 4:1, 36 IN. | | | 0067 715-05024 512.000 LFT | 55.00000 28160.00| 64.00000 32768.00| 63.50000 32512.00 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0068 715-05048 8512.000 LFT | 2.75000 23408.00| 4.00000 34048.00| 4.00000 34048.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0069 715-05149 1300.000 LFT | 45.00000 58500.00| 34.00000 44200.00| 40.00000 52000.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0070 715-05151 644.000 LFT | 45.00000 28980.00| 33.00000 21252.00| 42.00000 27048.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0071 715-05152 609.000 LFT | 35.00000 21315.00| 37.00000 22533.00| 43.00000 26187.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0072 715-05153 8.000 LFT | 75.00000 600.00| 42.00000 336.00| 49.00000 392.00 PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0073 715-05154 1082.000 LFT | 40.00000 43280.00| 43.00000 46526.00| 50.00000 54100.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0074 715-05156 2256.000 LFT | 42.00000 94752.00| 50.00000 112800.00| 55.60000 125433.60 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0075 715-09064 14758.000 LFT | 0.90000 13282.20| 1.00000 14758.00| 1.00000 14758.00 VIDEO INSPECTION FOR PIPE | | | 0076 715-09594 23.000 LFT | 550.00000 12650.00| 320.00000 7360.00| 370.00000 8510.00 PIPE EXTENSION, DEFORMED, MIN. AREA 49. | | | 0 SFT | | | 0077 715-46000 2.000 EACH | 175.00000 350.00| 287.00000 574.00| 290.00000 580.00 PIPE END SECTION, 12 IN. | | | 0078 718-06532 3000.000 LFT | 0.65000 1950.00| 0.70000 2100.00| 0.90000 2700.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0079 718-52610 681.000 CYS | 38.00000 25878.00| 38.00000 25878.00| 22.00000 14982.00 AGGREGATE FOR UNDERDRAINS | | | 0080 718-99153 9363.000 SYS | 1.25000 11703.75| 1.10000 10299.30| 1.00000 9363.00 GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 243 -6 TABULATION OF BIDS CALL ORDER : 243 CONTRACT ID : R -30224-A COUNTIES : CLAY LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1875662 |( 3 ) 35-1461789 |DAVE OMARA CONTRACTOR INC |CRIDER & CRIDER INC |POINDEXTER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 720-44000 13.000 EACH | 425.00000 5525.00| 280.00000 3640.00| 550.00000 7150.00 CASTING, ADJUST TO GRADE | | | 0082 720-44015 1.000 EACH | 650.00000 650.00| 678.00000 678.00| 950.00000 950.00 CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0083 720-45005 1.000 EACH | 1200.00000 1200.00| 1350.00000 1350.00| 1200.00000 1200.00 INLET, A2 | | | 0084 720-45030 2.000 EACH | 930.00000 1860.00| 985.00000 1970.00| 1100.00000 2200.00 INLET, E7 | | | 0085 720-45035 1.000 EACH | 1000.00000 1000.00| 980.00000 980.00| 1100.00000 1100.00 INLET, F7 | | | 0086 720-45105 1.000 EACH | 1200.00000 1200.00| 1464.00000 1464.00| 1250.00000 1250.00 INLET, A2, MODIFIED | | | 0087 720-45510 6.000 EACH | 1200.00000 7200.00| 1661.00000 9966.00| 1470.00000 8820.00 MANHOLE, C4, MODIFIED | | | 0088 720-90129 2.000 EACH | 1600.00000 3200.00| 2107.00000 4214.00| 1890.00000 3780.00 MANHOLE, J2 | | | 0089 720-90984 5.000 EACH | 1300.00000 6500.00| 1869.00000 9345.00| 1450.00000 7250.00 MANHOLE, C2 | | | 0090 720-93411 8.000 EACH | 1700.00000 13600.00| 2110.00000 16880.00| 1600.00000 12800.00 INLET, C15, MODIFIED | | | 0091 720-95409 20.000 EACH | 1500.00000 30000.00| 1775.00000 35500.00| 1900.00000 38000.00 MANHOLE, J4, MODIFIED | | | 0092 720-95422 2.000 EACH | 1500.00000 3000.00| 1800.00000 3600.00| 1780.00000 3560.00 MANHOLE, J4 | | | 0093 720-97865 2.000 EACH | 1300.00000 2600.00| 1700.00000 3400.00| 1450.00000 2900.00 MANHOLE, C2, MODIFIED | | | 0094 720-98174 46.000 EACH | 1700.00000 78200.00| 2100.00000 96600.00| 1500.00000 69000.00 INLET, B15 | | | 0095 720-98555 7.000 EACH | 1700.00000 11900.00| 2100.00000 14700.00| 1560.00000 10920.00 INLET, C15 | | | 0096 732-08419 93.600 SYS | 100.00000 9360.00| 114.00000 10670.40| 79.00000 7394.40 MODULAR BLOCK WALL | | | 0097 732-08421 93.600 SYS | 135.00000 12636.00| 104.00000 9734.40| 180.00000 16848.00 MODULAR BLOCK WALL ERECTION | | | 0098 801-03290 15.000 EACH | 130.00000 1950.00| 130.00000 1950.00| 130.00000 1950.00 CONSTRUCTION SIGN, C | | | 0099 801-04308 49.000 EACH | 200.00000 9800.00| 180.00000 8820.00| 180.00000 8820.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0100 801-06203 1250.000 LFT | 1.00000 1250.00| 1.00000 1250.00| 1.00000 1250.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0101 801-06207 7066.000 LFT | 1.00000 7066.00| 1.10000 7772.60| 1.05000 7419.30 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 243 -7 TABULATION OF BIDS CALL ORDER : 243 CONTRACT ID : R -30224-A COUNTIES : CLAY LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1875662 |( 3 ) 35-1461789 |DAVE OMARA CONTRACTOR INC |CRIDER & CRIDER INC |POINDEXTER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0102 801-06218 154.000 LFT | 6.00000 924.00| 6.00000 924.00| 7.00000 1078.00 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0103 801-06625 190.000 EACH | 90.00000 17100.00| 90.00000 17100.00| 90.00000 17100.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0104 801-06640 204.000 EACH | 95.00000 19380.00| 95.00000 19380.00| 95.00000 19380.00 CONSTRUCTION SIGN, A | | | 0105 801-06645 287.000 EACH | 22.00000 6314.00| 25.00000 7175.00| 22.00000 6314.00 CONSTRUCTION SIGN, B | | | 0106 801-06775 LUMP | 100000.00000 100000.00| 32200.00000 32200.00| 46000.00000 46000.00 MAINTAINING TRAFFIC | | | 0107 801-07119 1044.000 LFT | 10.00000 10440.00| 12.00000 12528.00| 11.00000 11484.00 BARRICADE, III-B | | | 0108 801-08401 3376.000 LFT | 5.00000 16880.00| 42.50000 143480.00| 22.50000 75960.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0109 802-04893 2.000 EACH | 250.00000 500.00| 240.00000 480.00| 900.00000 1800.00 REFERENCE POST | | | 0110 802-05701 960.000 LFT | 13.00000 12480.00| 13.00000 12480.00| 13.50000 12960.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0111 802-05702 18.000 LFT | 10.00000 180.00| 10.00000 180.00| 10.50000 189.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0112 802-76025 510.000 SFT | 25.00000 12750.00| 24.00000 12240.00| 25.00000 12750.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0113 802-76035 8.500 SFT | 21.00000 178.50| 21.00000 178.50| 23.00000 195.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0114 802-91122 2.000 EACH | 270.00000 540.00| 265.00000 530.00| 300.00000 600.00 SIGN, GROUND MOUNTED, RESET | | | 0115 802-97812 20.000 EACH | 100.00000 2000.00| 110.00000 2200.00| 110.00000 2200.00 STREET NAME IDENTIFICATION SIGN | | | 0116 808-06703 1204.000 LFT | 0.50000 602.00| 0.55000 662.20| 0.60000 722.40 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0117 808-06714 14787.000 LFT | 0.25000 3696.75| 0.30000 4436.10| 0.30000 4436.10 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0118 808-75245 9971.000 LFT | 0.50000 4985.50| 0.55000 5484.05| 0.55000 5484.05 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0119 808-75297 154.000 LFT | 5.00000 770.00| 5.25000 808.50| 6.00000 924.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 243 -8 TABULATION OF BIDS CALL ORDER : 243 CONTRACT ID : R -30224-A COUNTIES : CLAY LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1875662 |( 3 ) 35-1461789 |DAVE OMARA CONTRACTOR INC |CRIDER & CRIDER INC |POINDEXTER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0120 211-02050 550.000 CYS | 31.00000 17050.00| 33.00000 18150.00| 15.00000 8250.00 B BORROW | | | 0121 715-05203 24.000 LFT | 12.00000 288.00| 14.00000 336.00| 25.00000 600.00 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0122 720-45510 1.000 EACH | 1200.00000 1200.00| 1635.00000 1635.00| 2800.00000 2800.00 MANHOLE, C4, MODIFIED | | | 0123 304-07489 450.000 TON | 90.00000 40500.00| 108.00000 48600.00| 90.00000 40500.00 HMA PATCHING, TYPE A | | | SECTION TOTALS | $ 3,524,369.84| $ 3,833,085.49| $ 4,185,577.75 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,524,369.84| $ 3,833,085.49| $ 4,185,577.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 243 -9 TABULATION OF BIDS CALL ORDER : 243 CONTRACT ID : R -30224-A COUNTIES : CLAY LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 37-0797609 |( 5 ) 35-1111003 |( 6 ) 35-1917625 |FEUTZ CONTRACTORS INC |WHITE CONSTRUCTION INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP | 36000.00000 36000.00| 33250.00000 33250.00| 40500.00000 40500.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 430.00000 1290.00| 155.00000 465.00| 120.00000 360.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 72.000 MOS | 55.00000 3960.00| 49.00000 3528.00| 72.00000 5184.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 200000.00000 200000.00| 216000.00000 216000.00| 224700.00000 224700.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 113-01614 LUMP | 17500.00000 17500.00| 10300.00000 10300.00| 16646.00000 16646.00 PARTNERING OVERHEAD | | | 0013 201-52370 LUMP | 80000.00000 80000.00| 86000.00000 86000.00| 89000.00000 89000.00 CLEARING RIGHT OF WAY | | | 0014 202-03000 LUMP | 460.00000 460.00| 1500.00000 1500.00| 250.00000 250.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 3 | | | 0015 202-03000 LUMP | 4000.00000 4000.00| 7450.00000 7450.00| 5000.00000 5000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 5 | | | 0016 202-03000 LUMP | 615.00000 615.00| 1850.00000 1850.00| 1100.00000 1100.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 9 | | | 0017 202-04089 83.000 EACH | 38.00000 3154.00| 40.00000 3320.00| 36.00000 2988.00 SIGN, SHEET, REMOVE | | | 0018 203-02000 16567.000 CYS | 18.00000 298206.00| 24.25000 401749.75| 19.50000 323056.50 EXCAVATION, COMMON | | | 0019 205-03371 500.000 CYS | 15.00000 7500.00| 10.00000 5000.00| 15.00000 7500.00 SEDIMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 243 -10 TABULATION OF BIDS CALL ORDER : 243 CONTRACT ID : R -30224-A COUNTIES : CLAY LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 37-0797609 |( 5 ) 35-1111003 |( 6 ) 35-1917625 |FEUTZ CONTRACTORS INC |WHITE CONSTRUCTION INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06931 0.400 TON | 400.00000 160.00| 500.00000 200.00| 500.00000 200.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0021 205-06933 2.000 EACH | 275.00000 550.00| 187.00000 374.00| 190.00000 380.00 TEMPORARY DITCH INLET PROTECTION | | | 0022 205-06937 19434.000 LFT | 1.35000 26235.90| 2.00000 38868.00| 1.30000 25264.20 TEMPORARY SILT FENCE | | | 0023 207-08267 7302.000 SYS | 7.90000 57685.80| 9.50000 69369.00| 17.00000 124134.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0024 211-09264 5580.000 CYS | 25.00000 139500.00| 18.00000 100440.00| 27.00000 150660.00 STRUCTURE BACKFILL, TYPE 1 | | | 0025 213-09269 5.900 CYS | 125.00000 737.50| 120.00000 708.00| 105.00000 619.50 FLOWABLE BACKFILL, NON-REMOVABLE | | | 0026 214-07202 18952.000 SYS | 2.50000 47380.00| 2.75000 52118.00| 2.75000 52118.00 GEOGRID, I | | | 0027 301-07448 13236.000 TON | 21.00000 277956.00| 19.75000 261411.00| 20.50000 271338.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 303-02172 130.000 TON | 35.00000 4550.00| 40.00000 5200.00| 35.00000 4550.00 TEMPORARY AGGREGATE | | | 0029 303-07449 169.000 TON | 20.00000 3380.00| 19.00000 3211.00| 70.00000 11830.00 COMPACTED AGGREGATE, NO. 73 | | | 0030 304-07492 27.000 TON | 140.00000 3780.00| 145.00000 3915.00| 170.00000 4590.00 WIDENING WITH HMA, TYPE A | | | 0031 306-08043 387.000 SYS | 8.00000 3096.00| 12.00000 4644.00| 14.00000 5418.00 MILLING, TRANSITION | | | 0032 401-07321 1947.000 TON | 70.00000 136290.00| 61.00000 118767.00| 66.24000 128969.28 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0033 401-07390 2606.000 TON | 69.00000 179814.00| 60.00000 156360.00| 65.55000 170823.30 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0034 401-07423 5733.000 TON | 63.50000 364045.50| 55.00000 315315.00| 60.56000 347190.48 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0035 401-08333 2843.000 TON | 63.50000 180530.50| 64.00000 181952.00| 60.49000 171973.07 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0036 402-07432 1519.000 TON | 59.00000 89621.00| 52.00000 78988.00| 56.35000 85595.65 HMA SURFACE, TYPE A | | | 0037 402-07435 1013.000 TON | 56.00000 56728.00| 48.00000 48624.00| 53.25000 53942.25 HMA INTERMEDIATE, TYPE A | | | 0038 402-07453 258.000 TON | 68.00000 17544.00| 70.00000 18060.00| 110.00000 28380.00 HMA FOR TEMPORARY PAVEMENT | | | 0039 406-05520 26.000 TON | 475.00000 12350.00| 400.00000 10400.00| 432.00000 11232.00 ASPHALT FOR TACK COAT | | | 0040 601-01700 1.000 EACH | 2160.00000 2160.00| 1950.00000 1950.00| 2000.00000 2000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 243 -11 TABULATION OF BIDS CALL ORDER : 243 CONTRACT ID : R -30224-A COUNTIES : CLAY LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 37-0797609 |( 5 ) 35-1111003 |( 6 ) 35-1917625 |FEUTZ CONTRACTORS INC |WHITE CONSTRUCTION INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 601-02103 148.000 LFT | 26.00000 3848.00| 45.25000 6697.00| 25.50000 3774.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0042 601-94689 2.000 EACH | 2700.00000 5400.00| 2500.00000 5000.00| 2500.00000 5000.00 GUARDRAIL END TREATMENT, OS | | | 0043 601-97774 1.000 EACH | 800.00000 800.00| 725.00000 725.00| 750.00000 750.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0044 601-99105 168.000 LFT | 21.00000 3528.00| 19.75000 3318.00| 20.00000 3360.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0045 604-07897 58.000 SYS | 87.00000 5046.00| 200.00000 11600.00| 195.00000 11310.00 CURB RAMP, CONCRETE, C | | | 0046 604-07900 355.000 SYS | 67.00000 23785.00| 175.00000 62125.00| 195.00000 69225.00 CURB RAMP, CONCRETE, F | | | 0047 604-07901 118.000 SYS | 87.00000 10266.00| 175.00000 20650.00| 193.00000 22774.00 CURB RAMP, CONCRETE, G | | | 0048 604-07902 233.000 SYS | 86.00000 20038.00| 175.00000 40775.00| 193.00000 44969.00 CURB RAMP, CONCRETE, H | | | 0049 604-07903 89.000 SYS | 79.00000 7031.00| 200.00000 17800.00| 156.00000 13884.00 CURB RAMP, CONCRETE, K | | | 0050 604-44251 38.000 CYS | 585.00000 22230.00| 950.00000 36100.00| 530.00000 20140.00 STEPS, CONCRETE | | | 0051 604-91531 4181.000 SYS | 36.00000 150516.00| 36.00000 150516.00| 49.00000 204869.00 SIDEWALK, CONCRETE, 4 IN. | | | 0052 605-06145 291.000 LFT | 29.00000 8439.00| 15.00000 4365.00| 33.00000 9603.00 CURB AND GUTTER, B, CONCRETE | | | 0053 605-52807 8134.000 LFT | 16.00000 130144.00| 15.25000 124043.50| 24.00000 195216.00 CURB AND GUTTER, COMBINED | | | 0054 610-07487 2684.000 TON | 80.00000 214720.00| 76.50000 205326.00| 80.00000 214720.00 HMA FOR APPROACHES, TYPE B | | | 0055 610-08446 1745.000 SYS | 41.00000 71545.00| 50.00000 87250.00| 56.50000 98592.50 PCCP FOR APPROACHES, 6 IN. | | | 0056 610-09108 307.000 SYS | 53.00000 16271.00| 65.00000 19955.00| 56.00000 17192.00 PCCP FOR APPROACHES, 9 IN. | | | 0057 611-06497 11.000 EACH | 285.00000 3135.00| 175.00000 1925.00| 180.00000 1980.00 MAILBOX ASSEMBLY, SINGLE | | | 0058 615-06505 4.000 EACH | 480.00000 1920.00| 700.00000 2800.00| 725.00000 2900.00 MONUMENT, B | | | 0059 616-02320 156.000 SYS | 2.80000 436.80| 3.00000 468.00| 1.20000 187.20 GEOTEXTILES | | | 0060 616-06451 89.000 TON | 52.00000 4628.00| 25.00000 2225.00| 46.75000 4160.75 RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 243 -12 TABULATION OF BIDS CALL ORDER : 243 CONTRACT ID : R -30224-A COUNTIES : CLAY LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 37-0797609 |( 5 ) 35-1111003 |( 6 ) 35-1917625 |FEUTZ CONTRACTORS INC |WHITE CONSTRUCTION INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 621-06575 7335.000 SYS | 3.40000 24939.00| 3.08000 22591.80| 3.10000 22738.50 SODDING, NURSERY | | | 0062 622-05650 86.000 EACH | 370.00000 31820.00| 335.00000 28810.00| 350.00000 30100.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0063 628-09402 24.000 MOS | 1450.00000 34800.00| 2050.00000 49200.00| 2500.00000 60000.00 FIELD OFFICE, B | | | 0064 628-09407 24.000 MOS | 230.00000 5520.00| 250.00000 6000.00| 130.00000 3120.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 3 EACH | | | 0065 703-06028 343.000 LBS | 3.00000 1029.00| 2.00000 686.00| 2.00000 686.00 REINFORCING BARS | | | 0066 715-02397 2.000 EACH | 2200.00000 4400.00| 3000.00000 6000.00| 2300.00000 4600.00 SAFETY METAL END SECTION, 4:1, 36 IN. | | | 0067 715-05024 512.000 LFT | 58.00000 29696.00| 80.00000 40960.00| 71.00000 36352.00 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0068 715-05048 8512.000 LFT | 6.50000 55328.00| 3.00000 25536.00| 3.40000 28940.80 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0069 715-05149 1300.000 LFT | 31.00000 40300.00| 55.00000 71500.00| 37.00000 48100.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0070 715-05151 644.000 LFT | 32.00000 20608.00| 60.00000 38640.00| 48.00000 30912.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0071 715-05152 609.000 LFT | 33.50000 20401.50| 62.00000 37758.00| 43.00000 26187.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0072 715-05153 8.000 LFT | 100.00000 800.00| 64.00000 512.00| 51.50000 412.00 PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0073 715-05154 1082.000 LFT | 42.00000 45444.00| 72.00000 77904.00| 53.00000 57346.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0074 715-05156 2256.000 LFT | 50.00000 112800.00| 75.00000 169200.00| 52.00000 117312.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0075 715-09064 14758.000 LFT | 1.00000 14758.00| 0.65000 9592.70| 1.00000 14758.00 VIDEO INSPECTION FOR PIPE | | | 0076 715-09594 23.000 LFT | 450.00000 10350.00| 400.00000 9200.00| 610.00000 14030.00 PIPE EXTENSION, DEFORMED, MIN. AREA 49. | | | 0 SFT | | | 0077 715-46000 2.000 EACH | 625.00000 1250.00| 250.00000 500.00| 300.00000 600.00 PIPE END SECTION, 12 IN. | | | 0078 718-06532 3000.000 LFT | 0.70000 2100.00| 0.90000 2700.00| 0.68000 2040.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0079 718-52610 681.000 CYS | 39.00000 26559.00| 20.00000 13620.00| 39.00000 26559.00 AGGREGATE FOR UNDERDRAINS | | | 0080 718-99153 9363.000 SYS | 1.50000 14044.50| 1.00000 9363.00| 1.70000 15917.10 GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 243 -13 TABULATION OF BIDS CALL ORDER : 243 CONTRACT ID : R -30224-A COUNTIES : CLAY LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 37-0797609 |( 5 ) 35-1111003 |( 6 ) 35-1917625 |FEUTZ CONTRACTORS INC |WHITE CONSTRUCTION INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 720-44000 13.000 EACH | 325.00000 4225.00| 425.00000 5525.00| 400.00000 5200.00 CASTING, ADJUST TO GRADE | | | 0082 720-44015 1.000 EACH | 750.00000 750.00| 900.00000 900.00| 760.00000 760.00 CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0083 720-45005 1.000 EACH | 1375.00000 1375.00| 1500.00000 1500.00| 1535.00000 1535.00 INLET, A2 | | | 0084 720-45030 2.000 EACH | 1250.00000 2500.00| 1100.00000 2200.00| 1503.00000 3006.00 INLET, E7 | | | 0085 720-45035 1.000 EACH | 1250.00000 1250.00| 1125.00000 1125.00| 1503.00000 1503.00 INLET, F7 | | | 0086 720-45105 1.000 EACH | 1375.00000 1375.00| 1900.00000 1900.00| 1535.00000 1535.00 INLET, A2, MODIFIED | | | 0087 720-45510 6.000 EACH | 2600.00000 15600.00| 2275.00000 13650.00| 2180.00000 13080.00 MANHOLE, C4, MODIFIED | | | 0088 720-90129 2.000 EACH | 3500.00000 7000.00| 3200.00000 6400.00| 2665.00000 5330.00 MANHOLE, J2 | | | 0089 720-90984 5.000 EACH | 2600.00000 13000.00| 2200.00000 11000.00| 2500.00000 12500.00 MANHOLE, C2 | | | 0090 720-93411 8.000 EACH | 2000.00000 16000.00| 2300.00000 18400.00| 2305.00000 18440.00 INLET, C15, MODIFIED | | | 0091 720-95409 20.000 EACH | 3450.00000 69000.00| 3200.00000 64000.00| 2485.00000 49700.00 MANHOLE, J4, MODIFIED | | | 0092 720-95422 2.000 EACH | 3300.00000 6600.00| 3200.00000 6400.00| 2293.00000 4586.00 MANHOLE, J4 | | | 0093 720-97865 2.000 EACH | 2800.00000 5600.00| 2600.00000 5200.00| 2132.00000 4264.00 MANHOLE, C2, MODIFIED | | | 0094 720-98174 46.000 EACH | 2000.00000 92000.00| 2100.00000 96600.00| 2300.00000 105800.00 INLET, B15 | | | 0095 720-98555 7.000 EACH | 2050.00000 14350.00| 2300.00000 16100.00| 2170.00000 15190.00 INLET, C15 | | | 0096 732-08419 93.600 SYS | 103.00000 9640.80| 100.00000 9360.00| 145.00000 13572.00 MODULAR BLOCK WALL | | | 0097 732-08421 93.600 SYS | 125.00000 11700.00| 250.00000 23400.00| 192.00000 17971.20 MODULAR BLOCK WALL ERECTION | | | 0098 801-03290 15.000 EACH | 435.00000 6525.00| 395.00000 5925.00| 131.00000 1965.00 CONSTRUCTION SIGN, C | | | 0099 801-04308 49.000 EACH | 660.00000 32340.00| 595.00000 29155.00| 185.00000 9065.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0100 801-06203 1250.000 LFT | 3.00000 3750.00| 0.20000 250.00| 0.95000 1187.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0101 801-06207 7066.000 LFT | 1.00000 7066.00| 0.80000 5652.80| 1.05000 7419.30 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 243 -14 TABULATION OF BIDS CALL ORDER : 243 CONTRACT ID : R -30224-A COUNTIES : CLAY LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 37-0797609 |( 5 ) 35-1111003 |( 6 ) 35-1917625 |FEUTZ CONTRACTORS INC |WHITE CONSTRUCTION INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0102 801-06218 154.000 LFT | 6.50000 1001.00| 5.63000 867.02| 6.30000 970.20 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0103 801-06625 190.000 EACH | 135.00000 25650.00| 125.00000 23750.00| 89.50000 17005.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0104 801-06640 204.000 EACH | 250.00000 51000.00| 225.00000 45900.00| 94.75000 19329.00 CONSTRUCTION SIGN, A | | | 0105 801-06645 287.000 EACH | 100.00000 28700.00| 89.00000 25543.00| 21.10000 6055.70 CONSTRUCTION SIGN, B | | | 0106 801-06775 LUMP | 62500.00000 62500.00| 59518.00000 59518.00| 124999.10000 124999.10 MAINTAINING TRAFFIC | | | 0107 801-07119 1044.000 LFT | 21.00000 21924.00| 18.95000 19783.80| 10.53000 10993.32 BARRICADE, III-B | | | 0108 801-08401 3376.000 LFT | 31.00000 104656.00| 21.65000 73090.40| 22.00000 74272.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0109 802-04893 2.000 EACH | 265.00000 530.00| 100.00000 200.00| 600.00000 1200.00 REFERENCE POST | | | 0110 802-05701 960.000 LFT | 14.00000 13440.00| 12.70000 12192.00| 13.50000 12960.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0111 802-05702 18.000 LFT | 11.00000 198.00| 9.80000 176.40| 10.50000 189.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0112 802-76025 510.000 SFT | 26.50000 13515.00| 23.95000 12214.50| 26.00000 13260.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0113 802-76035 8.500 SFT | 23.00000 195.50| 21.00000 178.50| 22.00000 187.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0114 802-91122 2.000 EACH | 290.00000 580.00| 265.00000 530.00| 280.00000 560.00 SIGN, GROUND MOUNTED, RESET | | | 0115 802-97812 20.000 EACH | 110.00000 2200.00| 100.00000 2000.00| 105.00000 2100.00 STREET NAME IDENTIFICATION SIGN | | | 0116 808-06703 1204.000 LFT | 0.39000 469.56| 0.35000 421.40| 0.55000 662.20 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0117 808-06714 14787.000 LFT | 0.16000 2365.92| 0.14000 2070.18| 0.25000 3696.75 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0118 808-75245 9971.000 LFT | 0.39000 3888.69| 0.35000 3489.85| 0.55000 5484.05 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0119 808-75297 154.000 LFT | 5.50000 847.00| 4.95000 762.30| 5.40000 831.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 243 -15 TABULATION OF BIDS CALL ORDER : 243 CONTRACT ID : R -30224-A COUNTIES : CLAY LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 37-0797609 |( 5 ) 35-1111003 |( 6 ) 35-1917625 |FEUTZ CONTRACTORS INC |WHITE CONSTRUCTION INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0120 211-02050 550.000 CYS | 21.50000 11825.00| 25.00000 13750.00| 24.00000 13200.00 B BORROW | | | 0121 715-05203 24.000 LFT | 12.00000 288.00| 24.00000 576.00| 22.50000 540.00 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0122 720-45510 1.000 EACH | 2600.00000 2600.00| 2200.00000 2200.00| 2180.00000 2180.00 MANHOLE, C4, MODIFIED | | | 0123 304-07489 450.000 TON | 135.00000 60750.00| 86.00000 38700.00| 82.00000 36900.00 HMA PATCHING, TYPE A | | | SECTION TOTALS | $ 4,188,230.47| $ 4,327,786.90| $ 4,494,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,188,230.47| $ 4,327,786.90| $ 4,494,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 245 -1 VENDOR RANKING CALL ORDER : 245 CONTRACT ID : R -30248-A COUNTIES : ELKHART LETTING DATE : 08/12/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : INTERSECTION IMPROVEMENT COMPLETION DATE : 07/01/10 LOCATION : ON COUNTY ROAD 15 AT COUNTY ROAD 45 PROJECT(S) : 0400363 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1185040 NIBLOCK EXCAVATING INC $ 691,700.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 734,492.00 106.1865% 3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 751,937.03 108.7085% 4 35-0997978 PHEND & BROWN INC $ 866,398.96 125.2565% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 245 -2 TABULATION OF BIDS CALL ORDER : 245 CONTRACT ID : R -30248-A COUNTIES : ELKHART LETTING DATE : 08/12/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-0918397 |( 3 ) 35-1065659 |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 8500.00000 8500.00| 39800.00000 39800.00| 23733.20000 23733.20 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 32000.00000 32000.00| 32999.88000 32999.88| 68000.00000 68000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 4981.43000 4981.43| 26059.00000 26059.00| 21630.00000 21630.00 CLEARING RIGHT OF WAY | | | 0009 202-02240 4859.000 SYS | 6.60000 32069.40| 3.80000 18464.20| 1.00000 4859.00 PAVEMENT REMOVAL | | | 0010 202-52710 95.000 SYS | 6.40000 608.00| 3.62000 343.90| 4.30000 408.50 SIDEWALK, CONCRETE, REMOVE | | | 0011 202-93996 2.000 EACH | 300.00000 600.00| 180.00000 360.00| 180.00000 360.00 PEDESTAL BASE, REMOVE | | | 0012 203-02000 7795.000 CYS | 10.65000 83016.75| 8.78000 68440.10| 14.00000 109130.00 EXCAVATION, COMMON | | | 0013 205-02770 2976.000 SYS | 1.48000 4404.48| 1.48000 4404.48| 1.40000 4166.40 EROSION CONTROL BLANKET | | | 0014 205-06933 4.000 EACH | 125.00000 500.00| 125.00000 500.00| 75.00000 300.00 TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06934 10.100 TON | 535.00000 5403.50| 535.00000 5403.50| 300.00000 3030.00 TEMPORARY MULCHING | | | 0016 205-06937 100.000 LFT | 4.95000 495.00| 7.00000 700.00| 2.50000 250.00 TEMPORARY SILT FENCE | | | 0017 205-09543 150.000 TON | 29.25000 4387.50| 28.00000 4200.00| 20.00000 3000.00 NO 2 STONE | | | 0018 207-08263 7679.000 SYS | 6.60000 50681.40| 7.25000 55672.75| 6.80000 52217.20 SUBGRADE TREATMENT, TYPE IA | | | 0019 207-08265 2068.000 SYS | 5.65000 11684.20| 6.50000 13442.00| 6.70000 13855.60 SUBGRADE TREATMENT, TYPE IIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 245 -3 TABULATION OF BIDS CALL ORDER : 245 CONTRACT ID : R -30248-A COUNTIES : ELKHART LETTING DATE : 08/12/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-0918397 |( 3 ) 35-1065659 |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 211-07454 73.000 CYS | 16.49000 1203.77| 14.14000 1032.22| 10.00000 730.00 STRUCTURE BACKFILL | | | 0021 301-07448 440.000 TON | 17.70000 7788.00| 22.00000 9680.00| 21.90000 9636.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 303-08210 160.000 TON | 18.50000 2960.00| 22.00000 3520.00| 20.70000 3312.00 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0023 306-08034 373.000 SYS | 11.80000 4401.40| 5.75000 2144.75| 6.30000 2349.90 MILLING, ASPHALT, 1 1/2 IN. | | | 0024 401-06264 LUMP | 1515.00000 1515.00| 2500.00000 2500.00| 1000.00000 1000.00 PROFILOGRAPH, HMA | | | 0025 402-07432 227.000 TON | 55.00000 12485.00| 63.50000 14414.50| 65.00000 14755.00 HMA SURFACE, TYPE A | | | 0026 402-07433 603.000 TON | 55.00000 33165.00| 63.50000 38290.50| 58.30000 35154.90 HMA SURFACE, TYPE B | | | 0027 402-07435 380.000 TON | 50.00000 19000.00| 50.00000 19000.00| 50.00000 19000.00 HMA INTERMEDIATE, TYPE A | | | 0028 402-07438 955.000 TON | 50.00000 47750.00| 50.00000 47750.00| 48.00000 45840.00 HMA INTERMEDIATE, TYPE B | | | 0029 402-07440 822.000 TON | 48.00000 39456.00| 43.50000 35757.00| 43.00000 35346.00 HMA BASE, TYPE A | | | 0030 402-07441 3779.000 TON | 48.00000 181392.00| 43.50000 164386.50| 41.00000 154939.00 HMA BASE, TYPE B | | | 0031 402-07453 198.000 TON | 65.00000 12870.00| 74.00000 14652.00| 54.50000 10791.00 HMA FOR TEMPORARY PAVEMENT | | | 0032 406-05520 2.630 TON | 200.00000 526.00| 1800.00000 4734.00| 600.00000 1578.00 ASPHALT FOR TACK COAT | | | 0033 603-03398 1622.000 LFT | 2.00000 3244.00| 8.75000 14192.50| 5.50000 8921.00 FENCE, RELOCATE | | | 0034 604-07899 28.000 SYS | 100.00000 2800.00| 95.00000 2660.00| 71.00000 1988.00 CURB RAMP, CONCRETE, E | | | 0035 604-07901 76.000 SYS | 80.00000 6080.00| 95.00000 7220.00| 54.70000 4157.20 CURB RAMP, CONCRETE, G | | | 0036 616-02320 288.000 SYS | 2.80000 806.40| 1.00000 288.00| 2.00000 576.00 GEOTEXTILES | | | 0037 616-06406 88.000 SYS | 34.00000 2992.00| 16.00000 1408.00| 30.70000 2701.60 RIPRAP, REVETMENT | | | 0038 621-01004 5.000 EACH | 450.00000 2250.00| 450.00000 2250.00| 375.00000 1875.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06545 1.200 TON | 1980.00000 2376.00| 1980.00000 2376.00| 1100.00000 1320.00 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 245 -4 TABULATION OF BIDS CALL ORDER : 245 CONTRACT ID : R -30248-A COUNTIES : ELKHART LETTING DATE : 08/12/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-0918397 |( 3 ) 35-1065659 |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 621-06553 527.000 LBS | 3.39000 1786.53| 3.39000 1786.53| 2.92000 1538.84 SEED MIXTURE, R | | | 0041 621-06565 6.200 TON | 428.00000 2653.60| 428.00000 2653.60| 350.00000 2170.00 MULCHING MATERIAL | | | 0042 628-09401 4.000 MOS | 2150.00000 8600.00| 1800.00000 7200.00| 2000.00000 8000.00 FIELD OFFICE, A | | | 0043 628-09407 4.000 MOS | 400.00000 1600.00| 240.00000 960.00| 231.00000 924.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , ONE EACH | | | 0044 715-05119 309.000 LFT | 24.50000 7570.50| 29.75000 9192.75| 24.75000 7647.75 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0045 715-05169 40.000 LFT | 24.50000 980.00| 51.13000 2045.20| 26.70000 1068.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0046 715-46005 8.000 EACH | 200.00000 1600.00| 496.00000 3968.00| 305.00000 2440.00 PIPE END SECTION, 15 IN. | | | 0047 801-01504 10.000 EACH | 45.00000 450.00| 66.93000 669.30| 45.00000 450.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0048 801-03290 3.000 EACH | 115.00000 345.00| 115.00000 345.00| 115.00000 345.00 CONSTRUCTION SIGN, C | | | 0049 801-04304 37.000 LFT | 0.62000 22.94| 2.50000 92.50| 0.62000 22.94 TEMPORARY PAVEMENT MARKING, PAINT, | | | WHITE, 12 IN. | | | 0050 801-04308 4.000 EACH | 129.00000 516.00| 129.00000 516.00| 129.00000 516.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0051 801-06203 2464.000 LFT | 0.23000 566.72| 0.19000 468.16| 0.23000 566.72 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0052 801-06206 226.000 LFT | 0.30000 67.80| 0.70000 158.20| 0.30000 67.80 TEMPORARY PAVEMENT MARKING, 6 IN. | | | 0053 801-06586 500.000 LFT | 0.35000 175.00| 1.05000 525.00| 0.35000 175.00 TEMPORARY PAVEMENT MARKING, 8 IN. | | | 0054 801-06625 18.000 EACH | 60.00000 1080.00| 60.00000 1080.00| 60.00000 1080.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0055 801-06625 5.000 EACH | 40.00000 200.00| 40.00000 200.00| 40.00000 200.00 DETOUR ROUTE MARKER ASSEMBLY , OXBOW | | | PARK | | | 0056 801-06640 29.000 EACH | 119.00000 3451.00| 119.00000 3451.00| 119.00000 3451.00 CONSTRUCTION SIGN, A | | | 0057 801-06775 LUMP | 4500.00000 4500.00| 5575.00000 5575.00| 34800.00000 34800.00 MAINTAINING TRAFFIC | | | 0058 801-07119 198.000 LFT | 16.00000 3168.00| 16.00000 3168.00| 16.00000 3168.00 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 245 -5 TABULATION OF BIDS CALL ORDER : 245 CONTRACT ID : R -30248-A COUNTIES : ELKHART LETTING DATE : 08/12/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-0918397 |( 3 ) 35-1065659 |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 801-07612 80.000 LFT | 1.15000 92.00| 2.86000 228.80| 1.15000 92.00 TEMPORARY PAVEMENT MARKING, 24 IN. | | | 0060 802-02475 2.000 EACH | 225.00000 450.00| 500.00000 1000.00| 500.00000 1000.00 SIGN, PANEL, REMOVE AND RELOCATE | | | 0061 802-05704 229.000 LFT | 8.60000 1969.40| 14.00000 3206.00| 14.00000 3206.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0062 802-07058 5.000 EACH | 110.00000 550.00| 50.00000 250.00| 50.00000 250.00 SIGN, SHEET ASSEMBLY, RELOCATE | | | 0063 802-76025 12.000 SFT | 20.00000 240.00| 13.90000 166.80| 13.90000 166.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0064 802-76035 162.000 SFT | 16.00000 2592.00| 14.87000 2408.94| 14.87000 2408.94 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0065 802-99060 3.000 EACH | 110.00000 330.00| 120.00000 360.00| 120.00000 360.00 SIGN AND SUPPORT, WOOD POST, REMOVE | | | 0066 805-02032 2.000 EACH | 170.00000 340.00| 800.00000 1600.00| 800.00000 1600.00 PEDESTRIAN SIGNAL HEAD, 12 IN., RELOCAT | | | 0067 805-06592 225.000 LFT | 11.00000 2475.00| 11.20000 2520.00| 10.00000 2250.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0068 805-78467 150.000 LFT | 2.10000 315.00| 2.05000 307.50| 2.05000 307.50 SIGNAL CABLE, 3C 8GA. | | | 0069 805-78485 140.000 LFT | 1.55000 217.00| 1.88000 263.20| 1.88000 263.20 SIGNAL CABLE, 5C 14GA. | | | 0070 805-78900 2.000 EACH | 485.00000 970.00| 460.00000 920.00| 460.00000 920.00 PEDESTAL FOUNDATION, A | | | 0071 808-06703 677.000 LFT | 0.38000 257.26| 0.30000 203.10| 0.30000 203.10 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0072 808-06713 3317.000 LFT | 0.30000 995.10| 0.30000 995.10| 0.30000 995.10 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0073 808-06716 3307.000 LFT | 0.60000 1984.20| 0.40000 1322.80| 0.60000 1984.20 LINE, REMOVE | | | 0074 808-75043 226.000 LFT | 1.00000 226.00| 0.94000 212.44| 0.94000 212.44 LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN | | | 0075 808-75245 2999.000 LFT | 0.38000 1139.62| 0.30000 899.70| 0.30000 899.70 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0076 808-75278 75.000 LFT | 4.00000 300.00| 1.78000 133.50| 1.78000 133.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0077 808-75297 109.000 LFT | 4.00000 436.00| 3.56000 388.04| 3.55000 386.95 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 245 -6 TABULATION OF BIDS CALL ORDER : 245 CONTRACT ID : R -30248-A COUNTIES : ELKHART LETTING DATE : 08/12/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-0918397 |( 3 ) 35-1065659 |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 808-75320 14.000 EACH | 65.00000 910.00| 68.00000 952.00| 68.00000 952.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0079 808-75998 87.000 EACH | 40.00000 3480.00| 24.00000 2088.00| 24.00000 2088.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0080 808-92027 1001.000 LFT | 1.10000 1101.10| 1.06000 1061.06| 1.05000 1051.05 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0081 203-02070 660.000 CYS | 10.00000 6600.00| 15.00000 9900.00| 1.00000 660.00 BORROW | | | SECTION TOTALS | $ 691,700.00| $ 734,492.00| $ 751,937.03 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 691,700.00| $ 734,492.00| $ 751,937.03 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 245 -7 TABULATION OF BIDS CALL ORDER : 245 CONTRACT ID : R -30248-A COUNTIES : ELKHART LETTING DATE : 08/12/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 20000.00000 20000.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 43000.00000 43000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 4300.00000 4300.00| | CLEARING RIGHT OF WAY | | | 0009 202-02240 4859.000 SYS | 8.00000 38872.00| | PAVEMENT REMOVAL | | | 0010 202-52710 95.000 SYS | 5.00000 475.00| | SIDEWALK, CONCRETE, REMOVE | | | 0011 202-93996 2.000 EACH | 300.00000 600.00| | PEDESTAL BASE, REMOVE | | | 0012 203-02000 7795.000 CYS | 17.00000 132515.00| | EXCAVATION, COMMON | | | 0013 205-02770 2976.000 SYS | 1.55000 4612.80| | EROSION CONTROL BLANKET | | | 0014 205-06933 4.000 EACH | 131.26000 525.04| | TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06934 10.100 TON | 561.79000 5674.08| | TEMPORARY MULCHING | | | 0016 205-06937 100.000 LFT | 5.20000 520.00| | TEMPORARY SILT FENCE | | | 0017 205-09543 150.000 TON | 31.00000 4650.00| | NO 2 STONE | | | 0018 207-08263 7679.000 SYS | 6.50000 49913.50| | SUBGRADE TREATMENT, TYPE IA | | | 0019 207-08265 2068.000 SYS | 5.70000 11787.60| | SUBGRADE TREATMENT, TYPE IIA | | | 0020 211-07454 73.000 CYS | 15.50000 1131.50| | STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 245 -8 TABULATION OF BIDS CALL ORDER : 245 CONTRACT ID : R -30248-A COUNTIES : ELKHART LETTING DATE : 08/12/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 301-07448 440.000 TON | 19.25000 8470.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 303-08210 160.000 TON | 18.50000 2960.00| | COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0023 306-08034 373.000 SYS | 13.70000 5110.10| | MILLING, ASPHALT, 1 1/2 IN. | | | 0024 401-06264 LUMP | 100.00000 100.00| | PROFILOGRAPH, HMA | | | 0025 402-07432 227.000 TON | 72.00000 16344.00| | HMA SURFACE, TYPE A | | | 0026 402-07433 603.000 TON | 72.00000 43416.00| | HMA SURFACE, TYPE B | | | 0027 402-07435 380.000 TON | 64.00000 24320.00| | HMA INTERMEDIATE, TYPE A | | | 0028 402-07438 955.000 TON | 64.00000 61120.00| | HMA INTERMEDIATE, TYPE B | | | 0029 402-07440 822.000 TON | 56.00000 46032.00| | HMA BASE, TYPE A | | | 0030 402-07441 3779.000 TON | 55.00000 207845.00| | HMA BASE, TYPE B | | | 0031 402-07453 198.000 TON | 76.00000 15048.00| | HMA FOR TEMPORARY PAVEMENT | | | 0032 406-05520 2.630 TON | 720.00000 1893.60| | ASPHALT FOR TACK COAT | | | 0033 603-03398 1622.000 LFT | 8.75000 14192.50| | FENCE, RELOCATE | | | 0034 604-07899 28.000 SYS | 138.00000 3864.00| | CURB RAMP, CONCRETE, E | | | 0035 604-07901 76.000 SYS | 83.00000 6308.00| | CURB RAMP, CONCRETE, G | | | 0036 616-02320 288.000 SYS | 2.60000 748.80| | GEOTEXTILES | | | 0037 616-06406 88.000 SYS | 40.00000 3520.00| | RIPRAP, REVETMENT | | | 0038 621-01004 5.000 EACH | 375.00000 1875.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06545 1.200 TON | 1100.00000 1320.00| | FERTILIZER | | | 0040 621-06553 527.000 LBS | 2.90000 1528.30| | SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 245 -9 TABULATION OF BIDS CALL ORDER : 245 CONTRACT ID : R -30248-A COUNTIES : ELKHART LETTING DATE : 08/12/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 621-06565 6.200 TON | 350.00000 2170.00| | MULCHING MATERIAL | | | 0042 628-09401 4.000 MOS | 3875.00000 15500.00| | FIELD OFFICE, A | | | 0043 628-09407 4.000 MOS | 350.00000 1400.00| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , ONE EACH | | | 0044 715-05119 309.000 LFT | 28.00000 8652.00| | PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0045 715-05169 40.000 LFT | 28.00000 1120.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0046 715-46005 8.000 EACH | 300.00000 2400.00| | PIPE END SECTION, 15 IN. | | | 0047 801-01504 10.000 EACH | 45.00000 450.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0048 801-03290 3.000 EACH | 115.00000 345.00| | CONSTRUCTION SIGN, C | | | 0049 801-04304 37.000 LFT | 0.62000 22.94| | TEMPORARY PAVEMENT MARKING, PAINT, | | | WHITE, 12 IN. | | | 0050 801-04308 4.000 EACH | 129.00000 516.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0051 801-06203 2464.000 LFT | 0.23000 566.72| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0052 801-06206 226.000 LFT | 0.30000 67.80| | TEMPORARY PAVEMENT MARKING, 6 IN. | | | 0053 801-06586 500.000 LFT | 0.35000 175.00| | TEMPORARY PAVEMENT MARKING, 8 IN. | | | 0054 801-06625 18.000 EACH | 60.00000 1080.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0055 801-06625 5.000 EACH | 50.00000 250.00| | DETOUR ROUTE MARKER ASSEMBLY , OXBOW | | | PARK | | | 0056 801-06640 29.000 EACH | 119.00000 3451.00| | CONSTRUCTION SIGN, A | | | 0057 801-06775 LUMP | 15000.00000 15000.00| | MAINTAINING TRAFFIC | | | 0058 801-07119 198.000 LFT | 16.00000 3168.00| | BARRICADE, III-B | | | 0059 801-07612 80.000 LFT | 1.15000 92.00| | TEMPORARY PAVEMENT MARKING, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 245 -10 TABULATION OF BIDS CALL ORDER : 245 CONTRACT ID : R -30248-A COUNTIES : ELKHART LETTING DATE : 08/12/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 802-02475 2.000 EACH | 225.00000 450.00| | SIGN, PANEL, REMOVE AND RELOCATE | | | 0061 802-05704 229.000 LFT | 8.60000 1969.40| | SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0062 802-07058 5.000 EACH | 110.00000 550.00| | SIGN, SHEET ASSEMBLY, RELOCATE | | | 0063 802-76025 12.000 SFT | 20.00000 240.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0064 802-76035 162.000 SFT | 16.00000 2592.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0065 802-99060 3.000 EACH | 110.00000 330.00| | SIGN AND SUPPORT, WOOD POST, REMOVE | | | 0066 805-02032 2.000 EACH | 170.00000 340.00| | PEDESTRIAN SIGNAL HEAD, 12 IN., RELOCAT | | | 0067 805-06592 225.000 LFT | 11.00000 2475.00| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0068 805-78467 150.000 LFT | 2.10000 315.00| | SIGNAL CABLE, 3C 8GA. | | | 0069 805-78485 140.000 LFT | 1.55000 217.00| | SIGNAL CABLE, 5C 14GA. | | | 0070 805-78900 2.000 EACH | 485.00000 970.00| | PEDESTAL FOUNDATION, A | | | 0071 808-06703 677.000 LFT | 0.38000 257.26| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0072 808-06713 3317.000 LFT | 0.30000 995.10| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0073 808-06716 3307.000 LFT | 0.60000 1984.20| | LINE, REMOVE | | | 0074 808-75043 226.000 LFT | 1.00000 226.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN | | | 0075 808-75245 2999.000 LFT | 0.38000 1139.62| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0076 808-75278 75.000 LFT | 4.00000 300.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0077 808-75297 109.000 LFT | 4.00000 436.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 245 -11 TABULATION OF BIDS CALL ORDER : 245 CONTRACT ID : R -30248-A COUNTIES : ELKHART LETTING DATE : 08/12/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 808-75320 14.000 EACH | 65.00000 910.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0079 808-75998 87.000 EACH | 34.00000 2958.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0080 808-92027 1001.000 LFT | 1.10000 1101.10| | LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0081 203-02070 660.000 CYS | 7.00000 4620.00| | BORROW | | | SECTION TOTALS | $ 866,398.96| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 866,398.96| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 249 -1 VENDOR RANKING CALL ORDER : 249 CONTRACT ID : R -30576-A COUNTIES : TIPPECANOE LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : RECONSTRUCTION AND RESURFACE COMPLETION DATE : 10/01/10 LOCATION : ON SR 38 FROM 0.45 MILE TO 1.35 MILES EAST OF I-65 PROJECT(S) : 0101058 4079009 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 2,565,800.00 100.0000% 2 35-1875662 CRIDER & CRIDER INC $ 2,674,343.48 104.2304% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 2,732,943.83 106.5143% 4 35-0175870 BERNS CONSTRUCTION COMPANY INC $ 2,882,646.26 112.3488% 5 35-1139301 E & B PAVING INC $ 2,950,039.68 114.9754% 6 35-1917625 MILESTONE CONTRACTORS LP $ 2,969,674.05 115.7407% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 249 -2 TABULATION OF BIDS CALL ORDER : 249 CONTRACT ID : R -30576-A COUNTIES : TIPPECANOE LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-1875662 |( 3 ) 35-0918397 |CALUMET CIVIL CONTRACTORS IN |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW SIGN INSTALLATION | | | 0001 105-06845 LUMP | 20000.00000 20000.00| 60000.00000 60000.00| 40550.00000 40550.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 150.00000 150.00| 250.00000 250.00| 108.36000 108.36 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 22.000 MOS | 100.00000 2200.00| 50.00000 1100.00| 70.43000 1549.46 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0012 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0013 110-01001 LUMP | 94000.00000 94000.00| 134000.00000 134000.00| 241247.03000 241247.03 MOBILIZATION AND DEMOBILIZATION | | | 0014 201-52370 LUMP | 24000.00000 24000.00| 100000.00000 100000.00| 32450.00000 32450.00 CLEARING RIGHT OF WAY | | | 0015 202-02279 4397.000 LFT | 4.42000 19434.74| 4.00000 17588.00| 1.00000 4397.00 CURB AND GUTTER, REMOVE | | | 0016 202-52710 1706.000 SYS | 9.03000 15405.18| 4.25000 7250.50| 1.00000 1706.00 SIDEWALK, CONCRETE, REMOVE | | | 0017 202-91385 4.000 EACH | 242.98000 971.92| 500.00000 2000.00| 150.00000 600.00 INLET, REMOVE | | | 0018 202-96133 140.000 LFT | 10.71000 1499.40| 15.00000 2100.00| 15.00000 2100.00 PIPE, REMOVE | | | 0019 203-02000 11810.000 CYS | 23.41000 276472.10| 25.00000 295250.00| 15.00000 177150.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 249 -3 TABULATION OF BIDS CALL ORDER : 249 CONTRACT ID : R -30576-A COUNTIES : TIPPECANOE LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-1875662 |( 3 ) 35-0918397 |CALUMET CIVIL CONTRACTORS IN |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 203-02070 600.000 CYS | 0.02000 12.00| 1.00000 600.00| 0.01000 6.00 BORROW | | | 0021 205-03371 1932.000 CYS | 0.02000 38.64| 1.00000 1932.00| 10.00000 19320.00 SEDIMENT, REMOVE | | | 0022 205-06931 20.000 TON | 50.00000 1000.00| 50.00000 1000.00| 30.00000 600.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0023 205-06937 3863.000 LFT | 1.40000 5408.20| 1.40000 5408.20| 1.40000 5408.20 TEMPORARY SILT FENCE | | | 0024 207-08263 18983.000 SYS | 5.25000 99660.75| 4.90000 93016.70| 8.29000 157369.07 SUBGRADE TREATMENT, TYPE IA | | | 0025 207-08267 1203.000 SYS | 17.06000 20523.18| 9.00000 10827.00| 21.36000 25696.08 SUBGRADE TREATMENT, TYPE IIIA | | | 0026 211-09264 2987.000 CYS | 16.17000 48299.79| 15.00000 44805.00| 16.00000 47792.00 STRUCTURE BACKFILL, TYPE 1 | | | 0027 211-09265 142.000 CYS | 25.02000 3552.84| 28.00000 3976.00| 25.00000 3550.00 STRUCTURE BACKFILL, TYPE 2 | | | 0028 302-06464 4357.000 CYS | 34.32000 149532.24| 35.00000 152495.00| 36.85000 160555.45 SUBBASE FOR PCCP | | | 0029 302-07455 390.000 CYS | 39.47000 15393.30| 30.00000 11700.00| 33.30000 12987.00 DENSE GRADED SUBBASE | | | 0030 401-07328 25.200 TON | 173.54000 4373.21| 290.00000 7308.00| 188.67000 4754.48 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0031 401-07362 25.200 TON | 168.18000 4238.14| 290.00000 7308.00| 188.67000 4754.48 QC/QA-HMA, 3, 70, INTERMEDIATE, 9.5 mm | | | 0032 406-05520 0.100 TON | 100.00000 10.00| 625.00000 62.50| 677.30000 67.73 ASPHALT FOR TACK COAT | | | 0033 501-06914 17198.000 SYS | 40.22000 691703.56| 41.00000 705118.00| 35.13000 604165.74 QC/QA PCCP , 9.5 IN. | | | 0034 503-05240 13064.000 LFT | 8.37000 109345.68| 9.00000 117576.00| 12.38000 161732.32 D-1 CONTRACTION JOINT | | | 0035 604-07897 7.000 SYS | 122.18000 855.26| 145.00000 1015.00| 195.06000 1365.42 CURB RAMP, CONCRETE, C | | | 0036 604-07900 33.000 SYS | 140.63000 4640.79| 145.00000 4785.00| 197.02000 6501.66 CURB RAMP, CONCRETE, F | | | 0037 604-07900 11.000 SYS | 176.26000 1938.86| 145.00000 1595.00| 232.35000 2555.85 CURB RAMP, CONCRETE, F , MODIFIED | | | 0038 604-07901 80.000 SYS | 152.30000 12184.00| 145.00000 11600.00| 164.89000 13191.20 CURB RAMP, CONCRETE, G | | | 0039 604-07901 27.000 SYS | 154.88000 4181.76| 145.00000 3915.00| 180.92000 4884.84 CURB RAMP, CONCRETE, G , MODIFIED | | | 0040 604-91531 2993.000 SYS | 34.56000 103438.08| 32.00000 95776.00| 35.40000 105952.20 SIDEWALK, CONCRETE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 249 -4 TABULATION OF BIDS CALL ORDER : 249 CONTRACT ID : R -30576-A COUNTIES : TIPPECANOE LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-1875662 |( 3 ) 35-0918397 |CALUMET CIVIL CONTRACTORS IN |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 605-06090 7063.000 LFT | 17.10000 120777.30| 7.00000 49441.00| 8.54000 60318.02 CURB, INTEGRAL, CONCRETE | | | 0042 605-06095 131.000 LFT | 33.40000 4375.40| 21.00000 2751.00| 19.29000 2526.99 CURB, INTEGRAL, B, CONCRETE | | | 0043 605-06120 53.000 LFT | 55.77000 2955.81| 24.00000 1272.00| 34.59000 1833.27 CURB, CONCRETE | | | 0044 605-95635 155.000 LFT | 60.94000 9445.70| 21.00000 3255.00| 30.48000 4724.40 CURB, CONCRETE, INTEGRAL, MODIFIED | | | 0045 610-07486 10.000 TON | 228.19000 2281.90| 576.00000 5760.00| 624.72000 6247.20 HMA FOR APPROACHES, TYPE A | | | 0046 610-08446 1025.000 SYS | 42.62000 43685.50| 41.00000 42025.00| 56.80000 58220.00 PCCP FOR APPROACHES, 6 IN. | | | 0047 610-09108 178.000 SYS | 55.39000 9859.42| 46.00000 8188.00| 54.86000 9765.08 PCCP FOR APPROACHES, 9 IN. | | | 0048 616-02320 46.000 SYS | 2.64000 121.44| 5.00000 230.00| 0.80000 36.80 GEOTEXTILES | | | 0049 616-06405 62.000 TON | 50.00000 3100.00| 40.00000 2480.00| 30.00000 1860.00 RIPRAP, REVETMENT | | | 0050 621-01004 3.000 EACH | 350.00000 1050.00| 350.00000 1050.00| 350.00000 1050.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0051 621-06545 0.100 TON | 2500.00000 250.00| 2500.00000 250.00| 2500.00000 250.00 FERTILIZER | | | 0052 621-06554 17.000 LBS | 22.00000 374.00| 22.00000 374.00| 22.00000 374.00 SEED MIXTURE, U | | | 0053 621-06565 0.200 TON | 1970.00000 394.00| 1970.00000 394.00| 1970.00000 394.00 MULCHING MATERIAL | | | 0054 621-06567 9.000 kGAL | 1.00000 9.00| 1.00000 9.00| 1.00000 9.00 WATER | | | 0055 621-06575 2182.000 SYS | 2.98000 6502.36| 2.98000 6502.36| 2.98000 6502.36 SODDING, NURSERY | | | 0056 628-09402 22.000 MOS | 1500.00000 33000.00| 1500.00000 33000.00| 2364.82000 52026.04 FIELD OFFICE, B | | | 0057 628-09407 18.000 MOS | 321.05000 5778.90| 125.00000 2250.00| 260.00000 4680.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 each | | | 0058 715-04612 362.000 LFT | 117.71000 42611.02| 100.00000 36200.00| 50.00000 18100.00 PIPE , TYPE 2, DEFORMED, MIN. AREA 6.3 | | | SFT | | | 0059 715-05048 7220.000 LFT | 3.10000 22382.00| 3.00000 21660.00| 3.10000 22382.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0060 715-05146 32.000 LFT | 92.92000 2973.44| 50.00000 1600.00| 65.00000 2080.00 PIPE, TYPE 2, CIRCULAR, 6 IN. , | | | PRESSURE PIPE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 249 -5 TABULATION OF BIDS CALL ORDER : 249 CONTRACT ID : R -30576-A COUNTIES : TIPPECANOE LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-1875662 |( 3 ) 35-0918397 |CALUMET CIVIL CONTRACTORS IN |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 715-05149 1718.000 LFT | 25.70000 44152.60| 25.00000 42950.00| 35.00000 60130.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0062 715-05151 558.000 LFT | 27.82000 15523.56| 27.00000 15066.00| 45.00000 25110.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0063 715-05152 100.000 LFT | 41.02000 4102.00| 29.00000 2900.00| 40.00000 4000.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0064 715-05153 172.000 LFT | 49.69000 8546.68| 33.00000 5676.00| 45.00000 7740.00 PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0065 715-05156 1275.000 LFT | 48.63000 62003.25| 45.00000 57375.00| 58.00000 73950.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0066 715-05156 359.000 LFT | 116.89000 41963.51| 100.00000 35900.00| 125.00000 44875.00 PIPE, TYPE 2, CIRCULAR, 30 IN. , | | | PRESSURE PIPE | | | 0067 715-05331 158.000 LFT | 72.93000 11522.94| 65.00000 10270.00| 100.00000 15800.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 3.3 | | | SFT. | | | 0068 715-05334 158.000 LFT | 71.25000 11257.50| 80.00000 12640.00| 60.00000 9480.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.42 | | | m2 | | | 0069 715-06471 4.000 EACH | 885.30000 3541.20| 500.00000 2000.00| 1000.00000 4000.00 PIPE END SECTION, MIN. AREA 3.3 SQ. FT. | | | 0070 715-09064 4862.000 LFT | 1.00000 4862.00| 0.50000 2431.00| 0.75000 3646.50 VIDEO INSPECTION FOR PIPE | | | 0071 715-46095 1.000 EACH | 1548.01000 1548.01| 600.00000 600.00| 1000.00000 1000.00 PIPE END SECTION, MIN. AREA 6.4 SQ. FT. | | | 0072 718-06532 7220.000 LFT | 0.65000 4693.00| 0.25000 1805.00| 3.15000 22743.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0073 718-52610 650.000 CYS | 37.20000 24180.00| 35.00000 22750.00| 37.20000 24180.00 AGGREGATE FOR UNDERDRAINS | | | 0074 718-99153 6498.000 SYS | 1.65000 10721.70| 1.00000 6498.00| 1.65000 10721.70 GEOTEXTILES FOR UNDERDRAIN | | | 0075 720-04682 1.000 EACH | 3114.07000 3114.07| 500.00000 500.00| 1200.00000 1200.00 INLET, , SEAL PIPE, MANHOLE | | | 0076 720-44000 22.000 EACH | 395.30000 8696.60| 500.00000 11000.00| 200.00000 4400.00 CASTING, ADJUST TO GRADE | | | 0077 720-45410 1.000 EACH | 1714.33000 1714.33| 2000.00000 2000.00| 3000.00000 3000.00 MANHOLE, C4 | | | 0078 720-45415 1.000 EACH | 2436.69000 2436.69| 2400.00000 2400.00| 3500.00000 3500.00 MANHOLE, D4 | | | 0079 720-45415 4.000 EACH | 4475.09000 17900.36| 2100.00000 8400.00| 5200.00000 20800.00 MANHOLE, D4 , CONFLICT STRUCTURE | | | 0080 720-45510 7.000 EACH | 2188.32000 15318.24| 1250.00000 8750.00| 3200.00000 22400.00 MANHOLE, C4, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 249 -6 TABULATION OF BIDS CALL ORDER : 249 CONTRACT ID : R -30576-A COUNTIES : TIPPECANOE LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-1875662 |( 3 ) 35-0918397 |CALUMET CIVIL CONTRACTORS IN |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 720-45515 15.000 EACH | 2476.24000 37143.60| 2100.00000 31500.00| 3500.00000 52500.00 MANHOLE, D4, MODIFIED | | | 0082 720-93409 14.000 EACH | 1792.80000 25099.20| 2150.00000 30100.00| 2000.00000 28000.00 INLET, B15, MODIFIED | | | 0083 720-93411 8.000 EACH | 1773.54000 14188.32| 2150.00000 17200.00| 2100.00000 16800.00 INLET, C15, MODIFIED | | | 0084 720-98174 23.000 EACH | 1792.80000 41234.40| 2000.00000 46000.00| 2200.00000 50600.00 INLET, B15 | | | 0085 720-98555 9.000 EACH | 1805.64000 16250.76| 2000.00000 18000.00| 2200.00000 19800.00 INLET, C15 | | | 0086 801-03290 2.000 EACH | 195.00000 390.00| 195.00000 390.00| 195.00000 390.00 CONSTRUCTION SIGN, C | | | 0087 801-06625 20.000 EACH | 85.00000 1700.00| 85.00000 1700.00| 85.00000 1700.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0088 801-06640 26.000 EACH | 145.00000 3770.00| 145.00000 3770.00| 145.00000 3770.00 CONSTRUCTION SIGN, A | | | 0089 801-06775 LUMP | 25359.95000 25359.95| 100000.00000 100000.00| 36853.15000 36853.15 MAINTAINING TRAFFIC | | | 0090 801-07118 300.000 LFT | 10.00000 3000.00| 10.00000 3000.00| 10.00000 3000.00 BARRICADE, III-A | | | 0091 801-07119 200.000 LFT | 15.00000 3000.00| 15.00000 3000.00| 15.00000 3000.00 BARRICADE, III-B | | | 0092 802-05701 415.600 LFT | 12.50000 5195.00| 12.50000 5195.00| 12.50000 5195.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0093 802-76025 239.300 SFT | 22.00000 5264.60| 22.00000 5264.60| 22.00000 5264.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0094 808-03631 7248.000 LFT | 0.38000 2754.24| 0.38000 2754.24| 0.38000 2754.24 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0095 808-03632 5500.000 LFT | 0.38000 2090.00| 0.38000 2090.00| 0.38000 2090.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0096 808-06680 186.000 LFT | 11.95000 2222.70| 11.95000 2222.70| 11.95000 2222.70 TRANSVERSE MARKINGS, EPOXY , CROSSWALK, | | | WHITE, 24 IN | | | 0097 808-07310 297.000 LFT | 5.98000 1776.06| 5.98000 1776.06| 5.98000 1776.06 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH, 12 IN. | | | 0098 808-74805 191.000 LFT | 11.95000 2282.45| 11.95000 2282.45| 11.95000 2282.45 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0099 808-74807 3.000 EACH | 125.00000 375.00| 125.00000 375.00| 125.00000 375.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 249 -7 TABULATION OF BIDS CALL ORDER : 249 CONTRACT ID : R -30576-A COUNTIES : TIPPECANOE LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-1875662 |( 3 ) 35-0918397 |CALUMET CIVIL CONTRACTORS IN |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 808-74808 3.000 EACH | 179.00000 537.00| 179.00000 537.00| 179.00000 537.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0101 808-74809 1.000 EACH | 795.00000 795.00| 795.00000 795.00| 795.00000 795.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (R X R) | | | 0102 808-94455 606.000 LFT | 2.98000 1805.88| 2.98000 1805.88| 2.98000 1805.88 TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 6 IN. | | | 0103 808-98000 2298.000 LFT | 3.98000 9146.04| 3.98000 9146.04| 3.98000 9146.04 LINE, EPOXY, SOLID, YELLOW, 8 IN. | | | 0104 306-08037 305.000 SYS | 11.31000 3449.55| 8.00000 2440.00| 15.89000 4846.45 MILLING, ASPHALT, 3 IN. | | | 0105 501-06727 LUMP | 2500.00000 2500.00| 2500.00000 2500.00| 1732.79000 1732.79 CORING, PCCP | | | 0106 605-94811 2.000 EACH | 700.00000 1400.00| 500.00000 1000.00| 1358.22000 2716.44 CURB TURNOUT | | | 0107 621-06557 25.000 LBS | 27.45000 686.25| 27.45000 686.25| 27.45000 686.25 SEED MIXTURE, T | | | 0108 202-03875 1.000 EACH | 250.00000 250.00| 250.00000 250.00| 1037.99000 1037.99 CONCRETE STEPS, REMOVE | | | 0109 604-44251 2.730 CYS | 500.00000 1365.00| 500.00000 1365.00| 368.08000 1004.86 STEPS, CONCRETE | | | 0110 601-98988 8.000 LFT | 400.00000 3200.00| 400.00000 3200.00| 400.00000 3200.00 HANDRAIL, ALUMINUM, 1.5 IN. , SCHEDULE | | | 40 | | | 0111 202-91707 3.000 EACH | 950.00000 2850.00| 500.00000 1500.00| 1800.00000 5400.00 LIGHT FIXTURE AND CONDUIT, REMOVE | | | 0112 615-06527 1.000 EACH | 520.95000 520.95| 530.00000 530.00| 530.00000 530.00 MONUMENT, SECTION CORNER | | | SECTION TOTALS | $ 2,565,800.00| $ 2,674,343.48| $ 2,732,943.83 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,565,800.00| $ 2,674,343.48| $ 2,732,943.83 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 249 -8 TABULATION OF BIDS CALL ORDER : 249 CONTRACT ID : R -30576-A COUNTIES : TIPPECANOE LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 35-1139301 |( 6 ) 35-1917625 |BERNS CONSTRUCTION COMPANY I |E & B PAVING INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW SIGN INSTALLATION | | | 0001 105-06845 LUMP | 49000.00000 49000.00| 118747.90000 118747.90| 26000.00000 26000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 200.00000 200.00| 68.31000 68.31| 85.00000 85.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 22.000 MOS | 100.00000 2200.00| 49.44000 1087.68| 110.00000 2420.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0012 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0013 110-01001 LUMP | 144132.31000 144132.31| 147501.98000 147501.98| 149500.00000 149500.00 MOBILIZATION AND DEMOBILIZATION | | | 0014 201-52370 LUMP | 14413.23000 14413.23| 14750.20000 14750.20| 49000.00000 49000.00 CLEARING RIGHT OF WAY | | | 0015 202-02279 4397.000 LFT | 4.00000 17588.00| 6.12000 26909.64| 4.50000 19786.50 CURB AND GUTTER, REMOVE | | | 0016 202-52710 1706.000 SYS | 7.20000 12283.20| 7.65000 13050.90| 5.00000 8530.00 SIDEWALK, CONCRETE, REMOVE | | | 0017 202-91385 4.000 EACH | 360.00000 1440.00| 510.00000 2040.00| 415.00000 1660.00 INLET, REMOVE | | | 0018 202-96133 140.000 LFT | 18.00000 2520.00| 10.20000 1428.00| 25.00000 3500.00 PIPE, REMOVE | | | 0019 203-02000 11810.000 CYS | 24.00000 283440.00| 20.91000 246947.10| 15.00000 177150.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 249 -9 TABULATION OF BIDS CALL ORDER : 249 CONTRACT ID : R -30576-A COUNTIES : TIPPECANOE LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 35-1139301 |( 6 ) 35-1917625 |BERNS CONSTRUCTION COMPANY I |E & B PAVING INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 203-02070 600.000 CYS | 1.00000 600.00| 1.02000 612.00| 18.00000 10800.00 BORROW | | | 0021 205-03371 1932.000 CYS | 1.00000 1932.00| 8.16000 15765.12| 1.00000 1932.00 SEDIMENT, REMOVE | | | 0022 205-06931 20.000 TON | 47.00000 940.00| 40.80000 816.00| 90.00000 1800.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0023 205-06937 3863.000 LFT | 1.40000 5408.20| 1.79000 6914.77| 2.50000 9657.50 TEMPORARY SILT FENCE | | | 0024 207-08263 18983.000 SYS | 5.40000 102508.20| 5.25000 99660.75| 7.50000 142372.50 SUBGRADE TREATMENT, TYPE IA | | | 0025 207-08267 1203.000 SYS | 12.00000 14436.00| 14.28000 17178.84| 20.00000 24060.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0026 211-09264 2987.000 CYS | 19.00000 56753.00| 30.60000 91402.20| 23.00000 68701.00 STRUCTURE BACKFILL, TYPE 1 | | | 0027 211-09265 142.000 CYS | 29.00000 4118.00| 48.96000 6952.32| 35.00000 4970.00 STRUCTURE BACKFILL, TYPE 2 | | | 0028 302-06464 4357.000 CYS | 45.00000 196065.00| 38.98000 169835.86| 58.50000 254884.50 SUBBASE FOR PCCP | | | 0029 302-07455 390.000 CYS | 38.00000 14820.00| 43.74000 17058.60| 65.00000 25350.00 DENSE GRADED SUBBASE | | | 0030 401-07328 25.200 TON | 290.00000 7308.00| 473.28000 11926.66| 464.00000 11692.80 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0031 401-07362 25.200 TON | 290.00000 7308.00| 473.28000 11926.66| 464.00000 11692.80 QC/QA-HMA, 3, 70, INTERMEDIATE, 9.5 mm | | | 0032 406-05520 0.100 TON | 625.00000 62.50| 869.04000 86.90| 852.00000 85.20 ASPHALT FOR TACK COAT | | | 0033 501-06914 17198.000 SYS | 47.00000 808306.00| 41.62000 715780.76| 37.50000 644925.00 QC/QA PCCP , 9.5 IN. | | | 0034 503-05240 13064.000 LFT | 9.00000 117576.00| 10.23000 133644.72| 10.60000 138478.40 D-1 CONTRACTION JOINT | | | 0035 604-07897 7.000 SYS | 200.00000 1400.00| 85.20000 596.40| 230.00000 1610.00 CURB RAMP, CONCRETE, C | | | 0036 604-07900 33.000 SYS | 200.00000 6600.00| 85.20000 2811.60| 270.00000 8910.00 CURB RAMP, CONCRETE, F | | | 0037 604-07900 11.000 SYS | 200.00000 2200.00| 85.20000 937.20| 340.00000 3740.00 CURB RAMP, CONCRETE, F , MODIFIED | | | 0038 604-07901 80.000 SYS | 200.00000 16000.00| 85.20000 6816.00| 250.00000 20000.00 CURB RAMP, CONCRETE, G | | | 0039 604-07901 27.000 SYS | 200.00000 5400.00| 85.20000 2300.40| 400.00000 10800.00 CURB RAMP, CONCRETE, G , MODIFIED | | | 0040 604-91531 2993.000 SYS | 33.00000 98769.00| 41.33000 123700.69| 38.50000 115230.50 SIDEWALK, CONCRETE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 249 -10 TABULATION OF BIDS CALL ORDER : 249 CONTRACT ID : R -30576-A COUNTIES : TIPPECANOE LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 35-1139301 |( 6 ) 35-1917625 |BERNS CONSTRUCTION COMPANY I |E & B PAVING INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 605-06090 7063.000 LFT | 8.00000 56504.00| 12.37000 87369.31| 10.00000 70630.00 CURB, INTEGRAL, CONCRETE | | | 0042 605-06095 131.000 LFT | 18.00000 2358.00| 12.37000 1620.47| 34.00000 4454.00 CURB, INTEGRAL, B, CONCRETE | | | 0043 605-06120 53.000 LFT | 25.00000 1325.00| 16.35000 866.55| 53.00000 2809.00 CURB, CONCRETE | | | 0044 605-95635 155.000 LFT | 20.00000 3100.00| 12.37000 1917.35| 34.00000 5270.00 CURB, CONCRETE, INTEGRAL, MODIFIED | | | 0045 610-07486 10.000 TON | 576.00000 5760.00| 637.50000 6375.00| 430.00000 4300.00 HMA FOR APPROACHES, TYPE A | | | 0046 610-08446 1025.000 SYS | 46.00000 47150.00| 69.45000 71186.25| 46.00000 47150.00 PCCP FOR APPROACHES, 6 IN. | | | 0047 610-09108 178.000 SYS | 51.00000 9078.00| 69.45000 12362.10| 52.00000 9256.00 PCCP FOR APPROACHES, 9 IN. | | | 0048 616-02320 46.000 SYS | 2.20000 101.20| 3.06000 140.76| 1.00000 46.00 GEOTEXTILES | | | 0049 616-06405 62.000 TON | 39.00000 2418.00| 31.62000 1960.44| 53.00000 3286.00 RIPRAP, REVETMENT | | | 0050 621-01004 3.000 EACH | 350.00000 1050.00| 459.00000 1377.00| 575.00000 1725.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0051 621-06545 0.100 TON | 2500.00000 250.00| 1173.00000 117.30| 2700.00000 270.00 FERTILIZER | | | 0052 621-06554 17.000 LBS | 22.00000 374.00| 16.32000 277.44| 24.00000 408.00 SEED MIXTURE, U | | | 0053 621-06565 0.200 TON | 1970.00000 394.00| 510.00000 102.00| 2150.00000 430.00 MULCHING MATERIAL | | | 0054 621-06567 9.000 kGAL | 1.00000 9.00| 10.20000 91.80| 1.00000 9.00 WATER | | | 0055 621-06575 2182.000 SYS | 9.10000 19856.20| 3.16000 6895.12| 8.00000 17456.00 SODDING, NURSERY | | | 0056 628-09402 22.000 MOS | 2200.00000 48400.00| 2172.37000 47792.14| 2250.00000 49500.00 FIELD OFFICE, B | | | 0057 628-09407 18.000 MOS | 160.00000 2880.00| 218.36000 3930.48| 275.00000 4950.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 each | | | 0058 715-04612 362.000 LFT | 110.00000 39820.00| 109.14000 39508.68| 115.00000 41630.00 PIPE , TYPE 2, DEFORMED, MIN. AREA 6.3 | | | SFT | | | 0059 715-05048 7220.000 LFT | 4.10000 29602.00| 4.59000 33139.80| 5.00000 36100.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0060 715-05146 32.000 LFT | 120.00000 3840.00| 86.70000 2774.40| 52.00000 1664.00 PIPE, TYPE 2, CIRCULAR, 6 IN. , | | | PRESSURE PIPE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 249 -11 TABULATION OF BIDS CALL ORDER : 249 CONTRACT ID : R -30576-A COUNTIES : TIPPECANOE LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 35-1139301 |( 6 ) 35-1917625 |BERNS CONSTRUCTION COMPANY I |E & B PAVING INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 715-05149 1718.000 LFT | 25.00000 42950.00| 27.54000 47313.72| 41.00000 70438.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0062 715-05151 558.000 LFT | 27.00000 15066.00| 28.56000 15936.48| 37.00000 20646.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0063 715-05152 100.000 LFT | 29.00000 2900.00| 35.70000 3570.00| 39.00000 3900.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0064 715-05153 172.000 LFT | 33.00000 5676.00| 49.98000 8596.56| 40.00000 6880.00 PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0065 715-05156 1275.000 LFT | 53.00000 67575.00| 43.86000 55921.50| 51.00000 65025.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0066 715-05156 359.000 LFT | 140.00000 50260.00| 194.82000 69940.38| 130.00000 46670.00 PIPE, TYPE 2, CIRCULAR, 30 IN. , | | | PRESSURE PIPE | | | 0067 715-05331 158.000 LFT | 65.00000 10270.00| 96.90000 15310.20| 100.00000 15800.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 3.3 | | | SFT. | | | 0068 715-05334 158.000 LFT | 76.00000 12008.00| 90.78000 14343.24| 100.00000 15800.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.42 | | | m2 | | | 0069 715-06471 4.000 EACH | 670.00000 2680.00| 306.00000 1224.00| 690.00000 2760.00 PIPE END SECTION, MIN. AREA 3.3 SQ. FT. | | | 0070 715-09064 4862.000 LFT | 1.00000 4862.00| 1.22000 5931.64| 1.00000 4862.00 VIDEO INSPECTION FOR PIPE | | | 0071 715-46095 1.000 EACH | 1500.00000 1500.00| 714.00000 714.00| 550.00000 550.00 PIPE END SECTION, MIN. AREA 6.4 SQ. FT. | | | 0072 718-06532 7220.000 LFT | 0.65000 4693.00| 0.82000 5920.40| 0.70000 5054.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0073 718-52610 650.000 CYS | 31.00000 20150.00| 43.86000 28509.00| 40.00000 26000.00 AGGREGATE FOR UNDERDRAINS | | | 0074 718-99153 6498.000 SYS | 1.00000 6498.00| 1.58000 10266.84| 1.75000 11371.50 GEOTEXTILES FOR UNDERDRAIN | | | 0075 720-04682 1.000 EACH | 510.00000 510.00| 765.00000 765.00| 750.00000 750.00 INLET, , SEAL PIPE, MANHOLE | | | 0076 720-44000 22.000 EACH | 670.00000 14740.00| 336.60000 7405.20| 525.00000 11550.00 CASTING, ADJUST TO GRADE | | | 0077 720-45410 1.000 EACH | 2600.00000 2600.00| 1581.00000 1581.00| 2450.00000 2450.00 MANHOLE, C4 | | | 0078 720-45415 1.000 EACH | 3100.00000 3100.00| 2856.00000 2856.00| 3100.00000 3100.00 MANHOLE, D4 | | | 0079 720-45415 4.000 EACH | 6200.00000 24800.00| 4386.00000 17544.00| 4300.00000 17200.00 MANHOLE, D4 , CONFLICT STRUCTURE | | | 0080 720-45510 7.000 EACH | 2100.00000 14700.00| 1693.20000 11852.40| 2500.00000 17500.00 MANHOLE, C4, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 249 -12 TABULATION OF BIDS CALL ORDER : 249 CONTRACT ID : R -30576-A COUNTIES : TIPPECANOE LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 35-1139301 |( 6 ) 35-1917625 |BERNS CONSTRUCTION COMPANY I |E & B PAVING INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 720-45515 15.000 EACH | 3100.00000 46500.00| 2856.00000 42840.00| 3250.00000 48750.00 MANHOLE, D4, MODIFIED | | | 0082 720-93409 14.000 EACH | 2000.00000 28000.00| 1785.00000 24990.00| 2260.00000 31640.00 INLET, B15, MODIFIED | | | 0083 720-93411 8.000 EACH | 2000.00000 16000.00| 1785.00000 14280.00| 2870.00000 22960.00 INLET, C15, MODIFIED | | | 0084 720-98174 23.000 EACH | 2100.00000 48300.00| 1785.00000 41055.00| 2050.00000 47150.00 INLET, B15 | | | 0085 720-98555 9.000 EACH | 2100.00000 18900.00| 1785.00000 16065.00| 2750.00000 24750.00 INLET, C15 | | | 0086 801-03290 2.000 EACH | 195.00000 390.00| 198.90000 397.80| 220.00000 440.00 CONSTRUCTION SIGN, C | | | 0087 801-06625 20.000 EACH | 85.00000 1700.00| 86.70000 1734.00| 95.00000 1900.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0088 801-06640 26.000 EACH | 145.00000 3770.00| 147.90000 3845.40| 170.00000 4420.00 CONSTRUCTION SIGN, A | | | 0089 801-06775 LUMP | 78000.00000 78000.00| 92555.36000 92555.36| 112000.00000 112000.00 MAINTAINING TRAFFIC | | | 0090 801-07118 300.000 LFT | 10.00000 3000.00| 10.20000 3060.00| 11.00000 3300.00 BARRICADE, III-A | | | 0091 801-07119 200.000 LFT | 15.00000 3000.00| 15.30000 3060.00| 17.00000 3400.00 BARRICADE, III-B | | | 0092 802-05701 415.600 LFT | 12.50000 5195.00| 18.36000 7630.42| 14.00000 5818.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0093 802-76025 239.300 SFT | 22.00000 5264.60| 16.32000 3905.38| 24.00000 5743.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0094 808-03631 7248.000 LFT | 0.38000 2754.24| 0.39000 2826.72| 0.50000 3624.00 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0095 808-03632 5500.000 LFT | 0.38000 2090.00| 0.39000 2145.00| 0.50000 2750.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0096 808-06680 186.000 LFT | 11.95000 2222.70| 12.19000 2267.34| 14.00000 2604.00 TRANSVERSE MARKINGS, EPOXY , CROSSWALK, | | | WHITE, 24 IN | | | 0097 808-07310 297.000 LFT | 5.98000 1776.06| 6.10000 1811.70| 6.75000 2004.75 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH, 12 IN. | | | 0098 808-74805 191.000 LFT | 11.95000 2282.45| 12.19000 2328.29| 13.20000 2521.20 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0099 808-74807 3.000 EACH | 125.00000 375.00| 127.50000 382.50| 140.00000 420.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 249 -13 TABULATION OF BIDS CALL ORDER : 249 CONTRACT ID : R -30576-A COUNTIES : TIPPECANOE LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 35-1139301 |( 6 ) 35-1917625 |BERNS CONSTRUCTION COMPANY I |E & B PAVING INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 808-74808 3.000 EACH | 179.00000 537.00| 182.58000 547.74| 200.00000 600.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0101 808-74809 1.000 EACH | 795.00000 795.00| 810.90000 810.90| 875.00000 875.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (R X R) | | | 0102 808-94455 606.000 LFT | 2.98000 1805.88| 3.04000 1842.24| 3.30000 1999.80 TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 6 IN. | | | 0103 808-98000 2298.000 LFT | 3.98000 9146.04| 4.06000 9329.88| 4.25000 9766.50 LINE, EPOXY, SOLID, YELLOW, 8 IN. | | | 0104 306-08037 305.000 SYS | 23.00000 7015.00| 6.70000 2043.50| 32.00000 9760.00 MILLING, ASPHALT, 3 IN. | | | 0105 501-06727 LUMP | 2000.00000 2000.00| 2202.22000 2202.22| 1750.00000 1750.00 CORING, PCCP | | | 0106 605-94811 2.000 EACH | 1300.00000 2600.00| 1260.41000 2520.82| 275.00000 550.00 CURB TURNOUT | | | 0107 621-06557 25.000 LBS | 27.45000 686.25| 13.26000 331.50| 30.00000 750.00 SEED MIXTURE, T | | | 0108 202-03875 1.000 EACH | 1400.00000 1400.00| 1530.00000 1530.00| 400.00000 400.00 CONCRETE STEPS, REMOVE | | | 0109 604-44251 2.730 CYS | 1600.00000 4368.00| 1001.34000 2733.66| 3500.00000 9555.00 STEPS, CONCRETE | | | 0110 601-98988 8.000 LFT | 400.00000 3200.00| 45.90000 367.20| 430.00000 3440.00 HANDRAIL, ALUMINUM, 1.5 IN. , SCHEDULE | | | 40 | | | 0111 202-91707 3.000 EACH | 500.00000 1500.00| 1122.00000 3366.00| 1500.00000 4500.00 LIGHT FIXTURE AND CONDUIT, REMOVE | | | 0112 615-06527 1.000 EACH | 530.00000 530.00| 663.00000 663.00| 550.00000 550.00 MONUMENT, SECTION CORNER | | | SECTION TOTALS | $ 2,882,646.26| $ 2,950,039.68| $ 2,969,674.05 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,882,646.26| $ 2,950,039.68| $ 2,969,674.05 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 251 -1 VENDOR RANKING CALL ORDER : 251 CONTRACT ID : R -30745-A COUNTIES : HUNTINGTON WABASH LETTING DATE : 08/12/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT GRANT DESCRIPTION : INSTITUTION AND PARK ROAD MAINTENANCE COMPLETION DATE : 11/06/09 LOCATION : AT VARIOUS LOCATIONS WITHIN THE FORT WAYNE DISTRICT PROJECT(S) : 0710852 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN INC $ 376,188.75 100.0000% 2 35-1139301 E & B PAVING INC $ 389,543.42 103.5500% 3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 397,056.21 105.5471% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 251 -2 TABULATION OF BIDS CALL ORDER : 251 CONTRACT ID : R -30745-A COUNTIES : HUNTINGTON WABASH LETTING DATE : 08/12/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT GRANT ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1139301 |( 3 ) 35-1065659 |PHEND & BROWN INC |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INSTITUTION AND PARK ROAD MAINTENANCE | | | 0001 105-08520 1.000 EACH | 300.00000 300.00| 120.00000 120.00| 80.00000 80.00 CELLULAR TELEPHONE/RADIO | | | 0002 105-08521 3.000 MOS | 50.00000 150.00| 90.00000 270.00| 36.00000 108.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0009 110-01001 LUMP | 18500.00000 18500.00| 19100.00000 19100.00| 19500.00000 19500.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 303-07449 85.000 TON | 65.00000 5525.00| 5.00000 425.00| 28.43000 2416.55 COMPACTED AGGREGATE, NO. 73 | | | 0011 306-08043 1850.000 SYS | 3.70000 6845.00| 10.00000 18500.00| 3.99000 7381.50 MILLING, TRANSITION | | | 0012 402-07433 4750.000 TON | 52.00000 247000.00| 58.00000 275500.00| 56.51000 268422.50 HMA SURFACE, TYPE B | | | 0013 402-07438 300.000 TON | 47.00000 14100.00| 50.00000 15000.00| 45.50000 13650.00 HMA INTERMEDIATE, TYPE B | | | 0014 402-07451 170.000 TON | 100.00000 17000.00| 66.00000 11220.00| 65.27000 11095.90 HMA WEDGE AND LEVEL, TYPE B | | | 0015 404-05512 29950.000 SYS | 1.30000 38935.00| 1.35000 40432.50| 1.32000 39534.00 SEAL COAT, 3 | | | 0016 406-05520 15.000 TON | 0.01000 0.15| 50.00000 750.00| 0.01000 0.15 ASPHALT FOR TACK COAT | | | 0017 628-09408 5.000 MOS | 300.00000 1500.00| 200.00000 1000.00| 50.00000 250.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0018 628-09409 5.000 MOS | 100.00000 500.00| 60.00000 300.00| 20.00000 100.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0019 801-03290 12.000 EACH | 145.00000 1740.00| 50.00000 600.00| 145.00000 1740.00 CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 251 -3 TABULATION OF BIDS CALL ORDER : 251 CONTRACT ID : R -30745-A COUNTIES : HUNTINGTON WABASH LETTING DATE : 08/12/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT GRANT ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1139301 |( 3 ) 35-1065659 |PHEND & BROWN INC |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 801-06640 28.000 EACH | 100.00000 2800.00| 50.00000 1400.00| 100.00000 2800.00 CONSTRUCTION SIGN, A | | | 0021 801-06775 LUMP | 16000.00000 16000.00| 600.00000 600.00| 23245.53000 23245.53 MAINTAINING TRAFFIC | | | 0022 801-92448 432.000 DAY | 2.25000 972.00| 0.01000 4.32| 0.01000 4.32 CONSTRUCTION SIGNS, MOBILE | | | 0023 808-06713 13200.000 LFT | 0.30000 3960.00| 0.30000 3960.00| 0.48000 6336.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0024 808-06714 652.000 LFT | 0.30000 195.60| 0.30000 195.60| 0.48000 312.96 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0025 808-06726 16.000 LFT | 10.00000 160.00| 10.00000 160.00| 4.55000 72.80 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | SECTION TOTALS | $ 376,188.75| $ 389,543.42| $ 397,056.21 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 376,188.75| $ 389,543.42| $ 397,056.21 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 261 -1 VENDOR RANKING CALL ORDER : 261 CONTRACT ID : R -31406-A COUNTIES : LAKE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : ROAD RECONSTRUCTION COMPLETION DATE : 07/01/10 LOCATION : ON CALUMET AVENUE FROM FISHER STREET TO 45TH AVENUE PROJECT(S) : 9945079 IN MUMCTER ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,443,391.69 100.0000% 2 35-1120685 WALSH & KELLY INC $ 1,559,265.04 108.0279% 3 35-1035122 GARIUP CONSTRUCTION CO INC $ 1,869,000.00 129.4867% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 261 -2 TABULATION OF BIDS CALL ORDER : 261 CONTRACT ID : R -31406-A COUNTIES : LAKE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1035122 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |GARIUP CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP | 30000.00000 30000.00| 3700.00000 3700.00| 90000.00000 90000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0008 110-01001 LUMP | 130110.00000 130110.00| 84000.00000 84000.00| 79256.60000 79256.60 MOBILIZATION AND DEMOBILIZATION | | | 0009 202-01300 10.000 EACH | 25.00000 250.00| 25.00000 250.00| 28.00000 280.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0010 202-01845 2965.000 LFT | 1.00000 2965.00| 1.00000 2965.00| 1.10000 3261.50 CONDUIT, REMOVE | | | 0011 202-02240 2889.000 SYS | 2.00000 5778.00| 4.00000 11556.00| 16.00000 46224.00 PAVEMENT REMOVAL | | | 0012 202-02278 260.000 LFT | 10.00000 2600.00| 4.00000 1040.00| 12.00000 3120.00 CURB, CONCRETE, REMOVE | | | 0013 202-02279 3502.000 LFT | 5.00000 17510.00| 5.00000 17510.00| 11.00000 38522.00 CURB AND GUTTER, REMOVE | | | 0014 202-02928 15.000 EACH | 330.00000 4950.00| 300.00000 4500.00| 250.00000 3750.00 CATCH BASIN, REMOVE | | | 0015 202-52710 136.000 SYS | 18.00000 2448.00| 14.00000 1904.00| 15.00000 2040.00 SIDEWALK, CONCRETE, REMOVE | | | 0016 202-74080 2.000 EACH | 680.00000 1360.00| 680.00000 1360.00| 750.00000 1500.00 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0017 202-86946 10.000 EACH | 120.00000 1200.00| 120.00000 1200.00| 130.00000 1300.00 HANDHOLE, REMOVE | | | 0018 202-90277 1.000 EACH | 120.00000 120.00| 120.00000 120.00| 130.00000 130.00 DETECTOR HOUSING, REMOVE | | | 0019 202-96133 390.000 LFT | 10.50000 4095.00| 0.10000 39.00| 10.00000 3900.00 PIPE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 261 -3 TABULATION OF BIDS CALL ORDER : 261 CONTRACT ID : R -31406-A COUNTIES : LAKE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1035122 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |GARIUP CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 203-02020 6373.000 CYS | 5.00000 31865.00| 18.00000 114714.00| 18.00000 114714.00 EXCAVATION, UNCLASSIFIED | | | 0021 205-02237 30.000 EACH | 140.00000 4200.00| 125.00000 3750.00| 150.00000 4500.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0022 205-06937 3133.000 LFT | 2.00000 6266.00| 1.70000 5326.10| 4.00000 12532.00 TEMPORARY SILT FENCE | | | 0023 207-08262 3380.000 SYS | 9.00000 30420.00| 25.00000 84500.00| 18.00000 60840.00 SUBGRADE TREATMENT, TYPE I | | | 0024 207-08267 861.000 SYS | 15.00000 12915.00| 30.00000 25830.00| 10.00000 8610.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0025 211-07454 200.000 CYS | 17.75000 3550.00| 0.10000 20.00| 30.00000 6000.00 STRUCTURE BACKFILL | | | 0026 301-07448 1558.000 TON | 21.00000 32718.00| 24.00000 37392.00| 20.00000 31160.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0027 303-60012 1037.000 TON | 24.00000 24888.00| 50.00000 51850.00| 25.00000 25925.00 AGGREGATE, 2 | | | 0028 304-07491 853.000 TON | 50.00000 42650.00| 135.00000 115155.00| 160.00000 136480.00 HMA PATCHING, TYPE C | | | 0029 306-08034 20506.000 SYS | 2.25000 46138.50| 1.75000 35885.50| 1.30000 26657.80 MILLING, ASPHALT, 1 1/2 IN. | | | 0030 401-07320 234.000 TON | 82.00000 19188.00| 78.00000 18252.00| 105.00000 24570.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0031 401-07328 1916.000 TON | 74.25000 142263.00| 70.00000 134120.00| 95.00000 182020.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0032 401-07389 390.000 TON | 64.50000 25155.00| 67.00000 26130.00| 90.00000 35100.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0033 401-07398 373.000 TON | 79.00000 29467.00| 70.00000 26110.00| 92.00000 34316.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0034 401-07408 1717.000 TON | 60.50000 103878.50| 60.17000 103311.89| 82.00000 140794.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0035 402-07452 1917.000 TON | 56.00000 107352.00| 65.00000 124605.00| 88.00000 168696.00 HMA WEDGE AND LEVEL, TYPE C | | | 0036 406-05520 12.000 TON | 425.00000 5100.00| 1000.00000 12000.00| 1600.00000 19200.00 ASPHALT FOR TACK COAT | | | 0037 604-07896 82.000 SYS | 110.00000 9020.00| 130.00000 10660.00| 150.00000 12300.00 CURB RAMP, CONCRETE, B | | | 0038 604-07901 44.000 SYS | 140.00000 6160.00| 130.00000 5720.00| 150.00000 6600.00 CURB RAMP, CONCRETE, G | | | 0039 604-91404 10.000 SYS | 56.00000 560.00| 200.00000 2000.00| 100.00000 1000.00 SIDEWALK, CONCRETE, 5 IN. | | | 0040 605-06090 460.000 LFT | 27.00000 12420.00| 1.00000 460.00| 20.00000 9200.00 CURB, INTEGRAL, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 261 -4 TABULATION OF BIDS CALL ORDER : 261 CONTRACT ID : R -31406-A COUNTIES : LAKE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1035122 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |GARIUP CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 605-06155 3502.000 LFT | 15.00000 52530.00| 17.00000 59534.00| 25.00000 87550.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0042 610-09108 861.000 SYS | 65.00000 55965.00| 65.00000 55965.00| 58.00000 49938.00 PCCP FOR APPROACHES, 9 IN. | | | 0043 621-01004 2.000 EACH | 500.00000 1000.00| 500.00000 1000.00| 300.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06557 60.000 LBS | 20.65000 1239.00| 20.65000 1239.00| 12.00000 720.00 SEED MIXTURE, T | | | 0045 621-06567 29.000 kGAL | 1.00000 29.00| 1.00000 29.00| 35.00000 1015.00 WATER | | | 0046 621-06570 215.000 CYS | 40.00000 8600.00| 45.00000 9675.00| 45.00000 9675.00 TOP SOIL | | | 0047 621-06575 1934.000 SYS | 6.38000 12338.92| 4.98000 9631.32| 8.50000 16439.00 SODDING, NURSERY | | | 0048 628-09401 12.000 MOS | 2500.00000 30000.00| 3000.00000 36000.00| 2300.00000 27600.00 FIELD OFFICE, A | | | 0049 715-04482 5.000 EACH | 1500.00000 7500.00| 900.00000 4500.00| 500.00000 2500.00 PIPE CONNECTION COLLAR AND PAD | | | 0050 715-05048 453.000 LFT | 18.00000 8154.00| 9.00000 4077.00| 30.00000 13590.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0051 715-05149 518.000 LFT | 48.00000 24864.00| 61.00000 31598.00| 45.00000 23310.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0052 715-08306 127.000 TON | 110.50000 14033.50| 140.00000 17780.00| 200.00000 25400.00 HMA FOR STRUCTURE INSTALLATION, TYPE C | | | 0053 718-06532 453.000 LFT | 4.50000 2038.50| 4.00000 1812.00| 7.00000 3171.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0054 718-52610 38.000 CYS | 54.65000 2076.70| 30.00000 1140.00| 30.00000 1140.00 AGGREGATE FOR UNDERDRAINS | | | 0055 720-44000 42.000 EACH | 270.00000 11340.00| 250.00000 10500.00| 300.00000 12600.00 CASTING, ADJUST TO GRADE | | | 0056 720-45005 1.000 EACH | 1365.00000 1365.00| 1700.00000 1700.00| 1400.00000 1400.00 INLET, A2 | | | 0057 720-45045 9.000 EACH | 1370.00000 12330.00| 1800.00000 16200.00| 1450.00000 13050.00 INLET, J10 | | | 0058 720-45235 5.000 EACH | 1685.00000 8425.00| 2000.00000 10000.00| 1700.00000 8500.00 CATCH BASIN, E7 | | | 0059 720-45240 3.000 EACH | 2045.00000 6135.00| 2100.00000 6300.00| 1700.00000 5100.00 CATCH BASIN, J10 | | | 0060 720-94840 9.000 EACH | 600.00000 5400.00| 250.00000 2250.00| 350.00000 3150.00 CASTING, ADJUST TO GRADE, WATER VALVE | | | 0061 720-96999 1.000 EACH | 4000.00000 4000.00| 3500.00000 3500.00| 3200.00000 3200.00 FIRE HYDRANT ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 261 -5 TABULATION OF BIDS CALL ORDER : 261 CONTRACT ID : R -31406-A COUNTIES : LAKE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1035122 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |GARIUP CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 732-97009 1.000 EACH | 950.00000 950.00| 900.00000 900.00| 1000.00000 1000.00 FIRE HYDRANT ASSEMBLY, REMOVE | | | 0063 801-01504 4.000 EACH | 35.00000 140.00| 48.00000 192.00| 52.00000 208.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0064 801-06203 14519.000 LFT | 0.16000 2323.04| 0.13000 1887.47| 0.15000 2177.85 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0065 801-06206 1121.000 LFT | 0.30000 336.30| 0.40000 448.40| 0.45000 504.45 TEMPORARY PAVEMENT MARKING, 6 IN. | | | 0066 801-06207 1450.000 LFT | 0.90000 1305.00| 1.25000 1812.50| 0.30000 435.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0067 801-06577 213.000 LFT | 5.10000 1086.30| 2.00000 426.00| 3.50000 745.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | 0068 801-06640 2.000 EACH | 165.00000 330.00| 196.00000 392.00| 220.00000 440.00 CONSTRUCTION SIGN, A | | | 0069 801-06645 16.000 EACH | 125.00000 2000.00| 50.00000 800.00| 60.00000 960.00 CONSTRUCTION SIGN, B | | | 0070 801-06775 LUMP | 76500.00000 76500.00| 20000.00000 20000.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0071 801-07118 60.000 LFT | 16.00000 960.00| 10.50000 630.00| 12.00000 720.00 BARRICADE, III-A | | | 0072 801-07612 213.000 LFT | 1.20000 255.60| 2.79000 594.27| 3.00000 639.00 TEMPORARY PAVEMENT MARKING, 24 IN. | | | 0073 802-05701 60.000 LFT | 13.00000 780.00| 13.00000 780.00| 14.00000 840.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0074 802-07135 8.000 EACH | 2091.00000 16728.00| 2091.00000 16728.00| 2300.00000 18400.00 CABLE SPAN SIGN STRUCTURE FOUNDATION, I | | | 0075 802-76025 85.250 SFT | 13.21000 1126.15| 13.21000 1126.15| 14.00000 1193.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0076 802-76125 4.000 EACH | 8792.00000 35168.00| 8792.00000 35168.00| 9200.00000 36800.00 SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0077 805-01579 LUMP | 1400.00000 1400.00| 1400.00000 1400.00| 1600.00000 1600.00 MISCELLANEOUS EQUIPMENT FOR SYSTEM LOOP | | | AND INTERCONNECT | | | 0078 805-01842 4.000 EACH | 632.00000 2528.00| 632.00000 2528.00| 700.00000 2800.00 HANDHOLE, SIGNAL | | | 0079 805-01844 2980.000 LFT | 11.62000 34627.60| 11.62000 34627.60| 13.00000 38740.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 261 -6 TABULATION OF BIDS CALL ORDER : 261 CONTRACT ID : R -31406-A COUNTIES : LAKE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1035122 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |GARIUP CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 805-02087 LUMP | 520.00000 520.00| 520.00000 520.00| 580.00000 580.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0081 805-02152 8.000 EACH | 745.00000 5960.00| 745.00000 5960.00| 800.00000 6400.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0082 805-02373 4106.000 LFT | 3.40000 13960.40| 3.40000 13960.40| 3.60000 14781.60 INTERCONNECT CABLE, FIBER OPTIC | | | 0083 805-04969 1.000 EACH | 2600.00000 2600.00| 2600.00000 2600.00| 2800.00000 2800.00 SPLICE , FIBER OPTIC | | | 0084 805-04989 1.000 EACH | 5700.00000 5700.00| 5700.00000 5700.00| 6100.00000 6100.00 POWER SUPPLY , UNINTERRUPTABLE | | | 0085 805-78100 1.000 EACH | 13400.00000 13400.00| 13400.00000 13400.00| 14200.00000 14200.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0086 805-78205 6.000 EACH | 1000.00000 6000.00| 1000.00000 6000.00| 1100.00000 6600.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0087 805-78230 4.000 EACH | 1320.00000 5280.00| 1320.00000 5280.00| 1450.00000 5800.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0088 805-78370 8.000 EACH | 145.00000 1160.00| 145.00000 1160.00| 160.00000 1280.00 PEDESTRIAN PUSH BUTTON | | | 0089 805-78470 696.000 LFT | 0.50000 348.00| 0.50000 348.00| 0.60000 417.60 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0090 805-78785 1.000 EACH | 610.00000 610.00| 610.00000 610.00| 650.00000 650.00 SIGNAL DETECTOR HOUSING | | | 0091 805-78795 696.000 LFT | 8.88000 6180.48| 8.88000 6180.48| 10.00000 6960.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0092 805-92951 4.000 EACH | 145.00000 580.00| 145.00000 580.00| 160.00000 640.00 SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | | 0093 805-96260 1600.000 LFT | 3.00000 4800.00| 3.00000 4800.00| 3.50000 5600.00 FIBER OPTICS CABLE, IN CONDUIT , REMOVE | | | AND REINSTALL | | | 0094 808-06701 1690.000 LFT | 0.35000 591.50| 0.26000 439.40| 0.30000 507.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0095 808-75043 2010.000 LFT | 0.35000 703.50| 0.89000 1788.90| 1.00000 2010.00 LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN | | | 0096 808-75240 1976.000 LFT | 0.35000 691.60| 0.28000 553.28| 0.40000 790.40 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 261 -7 TABULATION OF BIDS CALL ORDER : 261 CONTRACT ID : R -31406-A COUNTIES : LAKE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1035122 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |GARIUP CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0097 808-75245 7208.000 LFT | 0.35000 2522.80| 0.28000 2018.24| 0.40000 2883.20 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0098 808-75260 505.000 LFT | 1.10000 555.50| 1.86000 939.30| 2.00000 1010.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0099 808-75297 279.000 LFT | 3.50000 976.50| 3.70000 1032.30| 4.00000 1116.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0100 808-75320 13.000 EACH | 50.00000 650.00| 70.00000 910.00| 80.00000 1040.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0101 808-75325 13.000 EACH | 60.00000 780.00| 85.00000 1105.00| 100.00000 1300.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0102 808-75998 180.000 EACH | 19.20000 3456.00| 21.00000 3780.00| 25.00000 4500.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0103 808-96016 39.000 LFT | 1.20000 46.80| 1.86000 72.54| 2.00000 78.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | 0104 801-06710 200.000 DAY | 5.50000 1100.00| 5.50000 1100.00| 7.00000 1400.00 FLASHING ARROW SIGN | | | 0105 805-92504 10.000 EACH | 285.00000 2850.00| 285.00000 2850.00| 320.00000 3200.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0106 805-96014 3500.000 LFT | 3.37000 11795.00| 0.01000 35.00| 3.00000 10500.00 SAW CUT, FULL DEPTH | | | 0107 808-06716 7000.000 LFT | 0.30000 2100.00| 0.39000 2730.00| 0.50000 3500.00 LINE, REMOVE | | | SECTION TOTALS | $ 1,443,391.69| $ 1,559,265.04| $ 1,869,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,443,391.69| $ 1,559,265.04| $ 1,869,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 271 -1 VENDOR RANKING CALL ORDER : 271 CONTRACT ID : R -31647-A COUNTIES : VIGO LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : INTERSECTION IMPROVEMENT COMPLETION DATE : 11/15/10 LOCATION : ON BLAKELY AVENUE AT FRUITRIDGE AVENUE PROJECT(S) : 0800281 0900131 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 37-0797609 FEUTZ CONTRACTORS INC $ 920,850.07 100.0000% 2 35-1461789 POINDEXTER EXCAVATING $ 983,091.80 106.7592% 3 35-1357381 DAVE OMARA CONTRACTOR INC $ 1,048,140.48 113.8231% 4 35-2113672 MCCULLOUGH & DI BENEDETTO EXCAVATING, LLC $ 1,087,573.86 118.1054% 5 35-1673827 H E HENDERSON INC $ 1,091,201.45 118.4994% 6 35-1111003 WHITE CONSTRUCTION INC $ 1,091,798.63 118.5642% 7 35-1875662 CRIDER & CRIDER INC $ 1,137,114.00 123.4852% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 271 -2 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -31647-A COUNTIES : VIGO LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 37-0797609 |( 2 ) 35-1461789 |( 3 ) 35-1357381 |FEUTZ CONTRACTORS INC |POINDEXTER EXCAVATING |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 10500.00000 10500.00| 18000.00000 18000.00| 18000.00000 18000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0009 110-01001 LUMP | 40000.00000 40000.00| 49650.00000 49650.00| 52000.00000 52000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 13000.00000 13000.00| 70000.00000 70000.00| 28000.00000 28000.00 CLEARING RIGHT OF WAY | | | 0011 202-01300 2.000 EACH | 1380.00000 2760.00| 1400.00000 2800.00| 1260.00000 2520.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 202-02240 1140.000 SYS | 12.00000 13680.00| 7.00000 7980.00| 1.50000 1710.00 PAVEMENT REMOVAL | | | 0013 203-02000 2750.000 CYS | 14.50000 39875.00| 16.50000 45375.00| 29.00000 79750.00 EXCAVATION, COMMON | | | 0014 203-02070 1330.000 CYS | 10.00000 13300.00| 1.00000 1330.00| 12.00000 15960.00 BORROW | | | 0015 205-06933 5.000 EACH | 100.00000 500.00| 220.00000 1100.00| 130.00000 650.00 TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06937 1775.000 LFT | 2.00000 3550.00| 2.00000 3550.00| 1.95000 3461.25 TEMPORARY SILT FENCE | | | 0017 207-08263 6379.000 SYS | 13.50000 86116.50| 9.30000 59324.70| 11.00000 70169.00 SUBGRADE TREATMENT, TYPE IA | | | 0018 207-08265 768.000 SYS | 6.75000 5184.00| 9.50000 7296.00| 10.50000 8064.00 SUBGRADE TREATMENT, TYPE IIA | | | 0019 207-08267 641.000 SYS | 7.00000 4487.00| 8.50000 5448.50| 11.25000 7211.25 SUBGRADE TREATMENT, TYPE IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 271 -3 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -31647-A COUNTIES : VIGO LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 37-0797609 |( 2 ) 35-1461789 |( 3 ) 35-1357381 |FEUTZ CONTRACTORS INC |POINDEXTER EXCAVATING |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 211-09264 1211.000 CYS | 17.00000 20587.00| 14.00000 16954.00| 24.00000 29064.00 STRUCTURE BACKFILL, TYPE 1 | | | 0021 301-07448 35.000 TON | 20.00000 700.00| 50.00000 1750.00| 20.00000 700.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 303-01180 33.000 TON | 20.00000 660.00| 50.00000 1650.00| 20.50000 676.50 COMPACTED AGGREGATE, NO. 53 | | | 0023 303-07449 142.000 TON | 18.00000 2556.00| 20.00000 2840.00| 26.00000 3692.00 COMPACTED AGGREGATE, NO. 73 | | | 0024 304-07493 3.000 TON | 375.00000 1125.00| 600.00000 1800.00| 475.00000 1425.00 WIDENING WITH HMA, TYPE B | | | 0025 306-08043 37.000 SYS | 10.00000 370.00| 70.00000 2590.00| 14.00000 518.00 MILLING, TRANSITION | | | 0026 401-07406 2296.000 TON | 63.00000 144648.00| 63.00000 144648.00| 59.00000 135464.00 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0027 402-07433 397.000 TON | 77.00000 30569.00| 77.00000 30569.00| 68.75000 27293.75 HMA SURFACE, TYPE B | | | 0028 402-07438 657.000 TON | 72.00000 47304.00| 71.50000 46975.50| 66.00000 43362.00 HMA INTERMEDIATE, TYPE B | | | 0029 402-07453 40.000 TON | 143.00000 5720.00| 220.00000 8800.00| 125.00000 5000.00 HMA FOR TEMPORARY PAVEMENT | | | 0030 406-05520 4.000 TON | 551.40000 2205.60| 500.00000 2000.00| 500.00000 2000.00 ASPHALT FOR TACK COAT | | | 0031 604-07897 10.000 SYS | 94.00000 940.00| 110.00000 1100.00| 115.00000 1150.00 CURB RAMP, CONCRETE, C | | | 0032 604-07900 56.000 SYS | 75.00000 4200.00| 140.00000 7840.00| 115.00000 6440.00 CURB RAMP, CONCRETE, F | | | 0033 604-07902 11.000 SYS | 96.00000 1056.00| 170.00000 1870.00| 115.00000 1265.00 CURB RAMP, CONCRETE, H | | | 0034 604-91531 2362.000 SYS | 24.00000 56688.00| 35.50000 83851.00| 30.75000 72631.50 SIDEWALK, CONCRETE, 4 IN. | | | 0035 605-06120 44.000 LFT | 26.00000 1144.00| 30.00000 1320.00| 38.50000 1694.00 CURB, CONCRETE | | | 0036 605-06140 2774.000 LFT | 14.50000 40223.00| 14.50000 40223.00| 17.25000 47851.50 CURB AND GUTTER, CONCRETE | | | 0037 610-07486 111.000 TON | 76.00000 8436.00| 76.00000 8436.00| 110.00000 12210.00 HMA FOR APPROACHES, TYPE A | | | 0038 610-08446 79.000 SYS | 43.00000 3397.00| 34.00000 2686.00| 48.00000 3792.00 PCCP FOR APPROACHES, 6 IN. | | | 0039 610-09108 562.000 SYS | 51.00000 28662.00| 40.00000 22480.00| 49.00000 27538.00 PCCP FOR APPROACHES, 9 IN. | | | 0040 611-06497 2.000 EACH | 265.00000 530.00| 300.00000 600.00| 220.00000 440.00 MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 271 -4 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -31647-A COUNTIES : VIGO LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 37-0797609 |( 2 ) 35-1461789 |( 3 ) 35-1357381 |FEUTZ CONTRACTORS INC |POINDEXTER EXCAVATING |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 615-06505 12.000 EACH | 450.00000 5400.00| 600.00000 7200.00| 735.00000 8820.00 MONUMENT, B | | | 0042 615-06510 2.000 EACH | 200.00000 400.00| 550.00000 1100.00| 550.00000 1100.00 MONUMENT, C | | | 0043 621-01004 3.000 EACH | 850.00000 2550.00| 850.00000 2550.00| 1100.00000 3300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 1.000 TON | 650.00000 650.00| 650.00000 650.00| 1155.00000 1155.00 FERTILIZER | | | 0045 621-06554 203.000 LBS | 12.75000 2588.25| 13.00000 2639.00| 8.30000 1684.90 SEED MIXTURE, U | | | 0046 621-06557 65.000 LBS | 4.00000 260.00| 5.00000 325.00| 9.90000 643.50 SEED MIXTURE, T | | | 0047 621-06565 6.000 TON | 478.00000 2868.00| 460.00000 2760.00| 345.00000 2070.00 MULCHING MATERIAL | | | 0048 621-06567 5.000 kGAL | 55.00000 275.00| 60.00000 300.00| 1.00000 5.00 WATER | | | 0049 621-06574 1353.000 SYS | 3.75000 5073.75| 4.00000 5412.00| 5.00000 6765.00 SODDING | | | 0050 628-09402 15.000 MOS | 1500.00000 22500.00| 1800.00000 27000.00| 1800.00000 27000.00 FIELD OFFICE, B | | | 0051 715-05149 593.000 LFT | 22.00000 13046.00| 23.00000 13639.00| 33.50000 19865.50 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0052 715-05151 418.000 LFT | 22.50000 9405.00| 24.00000 10032.00| 29.00000 12122.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0053 715-05152 302.000 LFT | 24.00000 7248.00| 25.00000 7550.00| 33.00000 9966.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0054 715-05154 588.000 LFT | 31.00000 18228.00| 29.00000 17052.00| 39.00000 22932.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0055 720-44000 4.000 EACH | 360.00000 1440.00| 650.00000 2600.00| 375.00000 1500.00 CASTING, ADJUST TO GRADE | | | 0056 720-45270 5.000 EACH | 1100.00000 5500.00| 700.00000 3500.00| 1000.00000 5000.00 PIPE CATCH BASIN, 18 IN. | | | 0057 720-45410 10.000 EACH | 2200.00000 22000.00| 1350.00000 13500.00| 2000.00000 20000.00 MANHOLE, C4 | | | 0058 720-45605 1.000 LFT | 580.00000 580.00| 1000.00000 1000.00| 525.00000 525.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0059 720-98174 9.000 EACH | 1950.00000 17550.00| 1700.00000 15300.00| 2250.00000 20250.00 INLET, B15 | | | 0060 720-98555 12.000 EACH | 2000.00000 24000.00| 1800.00000 21600.00| 2300.00000 27600.00 INLET, C15 | | | 0061 801-03290 7.000 EACH | 215.00000 1505.00| 200.00000 1400.00| 205.00000 1435.00 CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 271 -5 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -31647-A COUNTIES : VIGO LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 37-0797609 |( 2 ) 35-1461789 |( 3 ) 35-1357381 |FEUTZ CONTRACTORS INC |POINDEXTER EXCAVATING |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 801-04308 5.000 EACH | 395.00000 1975.00| 375.00000 1875.00| 375.00000 1875.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06625 19.000 EACH | 116.00000 2204.00| 110.00000 2090.00| 110.00000 2090.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 14.000 EACH | 167.00000 2338.00| 160.00000 2240.00| 160.00000 2240.00 CONSTRUCTION SIGN, A | | | 0065 801-06645 7.000 EACH | 61.00000 427.00| 58.00000 406.00| 60.00000 420.00 CONSTRUCTION SIGN, B | | | 0066 801-06775 LUMP | 10500.00000 10500.00| 15000.00000 15000.00| 39000.00000 39000.00 MAINTAINING TRAFFIC | | | 0067 801-07118 108.000 LFT | 12.00000 1296.00| 12.00000 1296.00| 11.50000 1242.00 BARRICADE, III-A | | | 0068 801-07119 36.000 LFT | 14.00000 504.00| 15.00000 540.00| 13.25000 477.00 BARRICADE, III-B | | | 0069 802-05701 83.000 LFT | 15.50000 1286.50| 14.00000 1162.00| 14.75000 1224.25 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0070 802-76025 86.000 SFT | 22.00000 1892.00| 16.00000 1376.00| 21.00000 1806.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0071 802-76035 21.000 SFT | 24.00000 504.00| 22.00000 462.00| 23.00000 483.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0072 802-76045 24.000 SFT | 26.00000 624.00| 23.00000 552.00| 25.25000 606.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0073 805-01815 2.000 EACH | 1840.00000 3680.00| 2060.00000 4120.00| 1680.00000 3360.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0074 805-01819 30.000 LFT | 23.00000 690.00| 25.00000 750.00| 21.00000 630.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | ABOVE GROUND | | | 0075 805-01842 5.000 EACH | 828.00000 4140.00| 855.00000 4275.00| 755.00000 3775.00 HANDHOLE, SIGNAL | | | 0076 805-01844 945.000 LFT | 20.75000 19608.75| 15.20000 14364.00| 19.00000 17955.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0077 805-02087 LUMP | 575.00000 575.00| 1200.00000 1200.00| 525.00000 525.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0078 805-02152 8.000 EACH | 580.00000 4640.00| 420.00000 3360.00| 530.00000 4240.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 271 -6 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -31647-A COUNTIES : VIGO LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 37-0797609 |( 2 ) 35-1461789 |( 3 ) 35-1357381 |FEUTZ CONTRACTORS INC |POINDEXTER EXCAVATING |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 805-02328 2776.000 LFT | 0.40000 1110.40| 0.45000 1249.20| 0.38000 1054.88 SIGNAL CABLE, 1C 14GA. | | | 0080 805-78100 1.000 EACH | 14000.00000 14000.00| 11000.00000 11000.00| 12850.00000 12850.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0081 805-78205 4.000 EACH | 690.00000 2760.00| 490.00000 1960.00| 630.00000 2520.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0082 805-78230 4.000 EACH | 1065.00000 4260.00| 840.00000 3360.00| 975.00000 3900.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0083 805-78370 8.000 EACH | 208.00000 1664.00| 155.00000 1240.00| 190.00000 1520.00 PEDESTRIAN PUSH BUTTON | | | 0084 805-78415 3.000 EACH | 1725.00000 5175.00| 1555.00000 4665.00| 1575.00000 4725.00 SPAN, CATENARY, AND TETHER | | | 0085 805-78420 4.000 EACH | 325.00000 1300.00| 2415.00000 9660.00| 295.00000 1180.00 DISCONNECT HANGER | | | 0086 805-78445 1.000 EACH | 635.00000 635.00| 700.00000 700.00| 575.00000 575.00 SIGNAL SERVICE | | | 0087 805-78467 13.000 LFT | 5.75000 74.75| 4.00000 52.00| 5.25000 68.25 SIGNAL CABLE, 3C 8GA. | | | 0088 805-78480 1418.000 LFT | 1.45000 2056.10| 1.00000 1418.00| 1.30000 1843.40 SIGNAL CABLE, 3C 14GA. | | | 0089 805-78485 71.000 LFT | 1.65000 117.15| 1.50000 106.50| 1.50000 106.50 SIGNAL CABLE, 5C 14GA. | | | 0090 805-78490 839.000 LFT | 1.70000 1426.30| 1.60000 1342.40| 1.58000 1325.62 SIGNAL CABLE, 7C 14GA. | | | 0091 805-78510 2215.000 LFT | 0.80000 1772.00| 0.80000 1772.00| 0.76000 1683.40 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0092 805-78785 3.000 EACH | 750.00000 2250.00| 665.00000 1995.00| 685.00000 2055.00 SIGNAL DETECTOR HOUSING | | | 0093 805-78795 954.000 LFT | 8.25000 7870.50| 7.50000 7155.00| 7.50000 7155.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0094 805-78925 1.000 EACH | 1150.00000 1150.00| 1050.00000 1050.00| 1050.00000 1050.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0095 805-81060 2.000 EACH | 5900.00000 11800.00| 4685.00000 9370.00| 5370.00000 10740.00 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0096 805-92504 15.000 EACH | 115.00000 1725.00| 310.00000 4650.00| 105.00000 1575.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0097 808-03439 48.000 LFT | 3.70000 177.60| 3.50000 168.00| 3.50000 168.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 271 -7 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -31647-A COUNTIES : VIGO LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 37-0797609 |( 2 ) 35-1461789 |( 3 ) 35-1357381 |FEUTZ CONTRACTORS INC |POINDEXTER EXCAVATING |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0098 808-06703 343.000 LFT | 0.74000 253.82| 0.70000 240.10| 0.70000 240.10 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0099 808-75245 2570.000 LFT | 0.74000 1901.80| 0.70000 1799.00| 0.70000 1799.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0100 808-75278 61.000 LFT | 1.95000 118.95| 1.90000 115.90| 1.88000 114.68 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0101 808-75297 175.000 LFT | 3.95000 691.25| 4.00000 700.00| 3.75000 656.25 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0102 808-75300 582.000 LFT | 1.05000 611.10| 1.50000 873.00| 1.00000 582.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0103 808-75320 9.000 EACH | 72.00000 648.00| 70.00000 630.00| 68.50000 616.50 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0104 808-75325 2.000 EACH | 105.00000 210.00| 100.00000 200.00| 100.00000 200.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0105 808-92027 400.000 LFT | 1.15000 460.00| 1.50000 600.00| 1.10000 440.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | SECTION TOTALS | $ 920,850.07| $ 983,091.80| $ 1,048,140.48 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 920,850.07| $ 983,091.80| $ 1,048,140.48 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 271 -8 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -31647-A COUNTIES : VIGO LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-2113672 |( 5 ) 35-1673827 |( 6 ) 35-1111003 |MCCULLOUGH & DI BENEDETTO EX |H E HENDERSON INC |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 13860.00000 13860.00| 20626.50000 20626.50| 9890.00000 9890.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0009 110-01001 LUMP | 81284.00000 81284.00| 52809.00000 52809.00| 54000.00000 54000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 23340.00000 23340.00| 47950.00000 47950.00| 16000.00000 16000.00 CLEARING RIGHT OF WAY | | | 0011 202-01300 2.000 EACH | 2310.00000 4620.00| 2100.00000 4200.00| 1200.00000 2400.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 202-02240 1140.000 SYS | 7.54000 8595.60| 7.51000 8561.40| 8.00000 9120.00 PAVEMENT REMOVAL | | | 0013 203-02000 2750.000 CYS | 11.75000 32312.50| 11.56000 31790.00| 15.00000 41250.00 EXCAVATION, COMMON | | | 0014 203-02070 1330.000 CYS | 16.48000 21918.40| 4.95000 6583.50| 18.00000 23940.00 BORROW | | | 0015 205-06933 5.000 EACH | 196.00000 980.00| 131.25000 656.25| 210.00000 1050.00 TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06937 1775.000 LFT | 2.31000 4100.25| 1.94000 3443.50| 3.13000 5555.75 TEMPORARY SILT FENCE | | | 0017 207-08263 6379.000 SYS | 5.60000 35722.40| 13.35000 85159.65| 15.00000 95685.00 SUBGRADE TREATMENT, TYPE IA | | | 0018 207-08265 768.000 SYS | 12.96000 9953.28| 9.45000 7257.60| 18.00000 13824.00 SUBGRADE TREATMENT, TYPE IIA | | | 0019 207-08267 641.000 SYS | 9.86000 6320.26| 10.70000 6858.70| 10.00000 6410.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0020 211-09264 1211.000 CYS | 20.56000 24898.16| 52.77000 63904.47| 16.00000 19376.00 STRUCTURE BACKFILL, TYPE 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 271 -9 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -31647-A COUNTIES : VIGO LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-2113672 |( 5 ) 35-1673827 |( 6 ) 35-1111003 |MCCULLOUGH & DI BENEDETTO EX |H E HENDERSON INC |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 301-07448 35.000 TON | 30.59000 1070.65| 34.01000 1190.35| 26.00000 910.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 303-01180 33.000 TON | 31.78000 1048.74| 34.52000 1139.16| 28.00000 924.00 COMPACTED AGGREGATE, NO. 53 | | | 0023 303-07449 142.000 TON | 22.67000 3219.14| 23.85000 3386.70| 33.00000 4686.00 COMPACTED AGGREGATE, NO. 73 | | | 0024 304-07493 3.000 TON | 300.26000 900.78| 306.92000 920.76| 200.00000 600.00 WIDENING WITH HMA, TYPE B | | | 0025 306-08043 37.000 SYS | 110.53000 4089.61| 17.44000 645.28| 68.00000 2516.00 MILLING, TRANSITION | | | 0026 401-07406 2296.000 TON | 66.50000 152684.00| 63.66000 146163.36| 60.00000 137760.00 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0027 402-07433 397.000 TON | 80.90000 32117.30| 78.32000 31093.04| 73.37000 29127.89 HMA SURFACE, TYPE B | | | 0028 402-07438 657.000 TON | 76.50000 50260.50| 72.65000 47731.05| 68.45000 44971.65 HMA INTERMEDIATE, TYPE B | | | 0029 402-07453 40.000 TON | 150.00000 6000.00| 162.35000 6494.00| 184.68000 7387.20 HMA FOR TEMPORARY PAVEMENT | | | 0030 406-05520 4.000 TON | 548.00000 2192.00| 521.06000 2084.24| 496.25000 1985.00 ASPHALT FOR TACK COAT | | | 0031 604-07897 10.000 SYS | 283.00000 2830.00| 152.25000 1522.50| 160.00000 1600.00 CURB RAMP, CONCRETE, C | | | 0032 604-07900 56.000 SYS | 261.00000 14616.00| 120.75000 6762.00| 160.00000 8960.00 CURB RAMP, CONCRETE, F | | | 0033 604-07902 11.000 SYS | 283.00000 3113.00| 152.25000 1674.75| 160.00000 1760.00 CURB RAMP, CONCRETE, H | | | 0034 604-91531 2362.000 SYS | 40.40000 95424.80| 30.45000 71922.90| 35.00000 82670.00 SIDEWALK, CONCRETE, 4 IN. | | | 0035 605-06120 44.000 LFT | 16.15000 710.60| 27.30000 1201.20| 25.50000 1122.00 CURB, CONCRETE | | | 0036 605-06140 2774.000 LFT | 14.61000 40528.14| 14.70000 40777.80| 16.50000 45771.00 CURB AND GUTTER, CONCRETE | | | 0037 610-07486 111.000 TON | 80.00000 8880.00| 90.12000 10003.32| 72.40000 8036.40 HMA FOR APPROACHES, TYPE A | | | 0038 610-08446 79.000 SYS | 75.00000 5925.00| 44.10000 3483.90| 58.00000 4582.00 PCCP FOR APPROACHES, 6 IN. | | | 0039 610-09108 562.000 SYS | 87.00000 48894.00| 44.10000 24784.20| 60.00000 33720.00 PCCP FOR APPROACHES, 9 IN. | | | 0040 611-06497 2.000 EACH | 282.00000 564.00| 220.50000 441.00| 210.00000 420.00 MAILBOX ASSEMBLY, SINGLE | | | 0041 615-06505 12.000 EACH | 665.00000 7980.00| 740.25000 8883.00| 705.00000 8460.00 MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 271 -10 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -31647-A COUNTIES : VIGO LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-2113672 |( 5 ) 35-1673827 |( 6 ) 35-1111003 |MCCULLOUGH & DI BENEDETTO EX |H E HENDERSON INC |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 615-06510 2.000 EACH | 550.00000 1100.00| 577.50000 1155.00| 550.00000 1100.00 MONUMENT, C | | | 0043 621-01004 3.000 EACH | 1242.00000 3726.00| 1128.75000 3386.25| 780.00000 2340.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 1.000 TON | 1270.00000 1270.00| 1155.00000 1155.00| 600.00000 600.00 FERTILIZER | | | 0045 621-06554 203.000 LBS | 9.15000 1857.45| 8.30000 1684.90| 11.48000 2330.44 SEED MIXTURE, U | | | 0046 621-06557 65.000 LBS | 10.84000 704.60| 9.82000 638.30| 3.75000 243.75 SEED MIXTURE, T | | | 0047 621-06565 6.000 TON | 385.00000 2310.00| 341.25000 2047.50| 430.00000 2580.00 MULCHING MATERIAL | | | 0048 621-06567 5.000 kGAL | 5.78000 28.90| 1.05000 5.25| 50.00000 250.00 WATER | | | 0049 621-06574 1353.000 SYS | 12.90000 17453.70| 4.91000 6643.23| 3.40000 4600.20 SODDING | | | 0050 628-09402 15.000 MOS | 1434.00000 21510.00| 1802.00000 27030.00| 1500.00000 22500.00 FIELD OFFICE, B | | | 0051 715-05149 593.000 LFT | 32.68000 19379.24| 42.28000 25072.04| 40.00000 23720.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0052 715-05151 418.000 LFT | 34.00000 14212.00| 40.85000 17075.30| 32.00000 13376.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0053 715-05152 302.000 LFT | 36.25000 10947.50| 44.83000 13538.66| 32.00000 9664.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0054 715-05154 588.000 LFT | 42.25000 24843.00| 45.12000 26530.56| 38.00000 22344.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0055 720-44000 4.000 EACH | 287.00000 1148.00| 179.10000 716.40| 400.00000 1600.00 CASTING, ADJUST TO GRADE | | | 0056 720-45270 5.000 EACH | 1175.00000 5875.00| 1247.60000 6238.00| 1250.00000 6250.00 PIPE CATCH BASIN, 18 IN. | | | 0057 720-45410 10.000 EACH | 1644.00000 16440.00| 2093.70000 20937.00| 2500.00000 25000.00 MANHOLE, C4 | | | 0058 720-45605 1.000 LFT | 2950.00000 2950.00| 2727.40000 2727.40| 2000.00000 2000.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0059 720-98174 9.000 EACH | 2193.00000 19737.00| 2538.90000 22850.10| 1900.00000 17100.00 INLET, B15 | | | 0060 720-98555 12.000 EACH | 2232.00000 26784.00| 2467.70000 29612.40| 2000.00000 24000.00 INLET, C15 | | | 0061 801-03290 7.000 EACH | 225.00000 1575.00| 203.70000 1425.90| 299.00000 2093.00 CONSTRUCTION SIGN, C | | | 0062 801-04308 5.000 EACH | 410.00000 2050.00| 372.75000 1863.75| 409.00000 2045.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 271 -11 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -31647-A COUNTIES : VIGO LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-2113672 |( 5 ) 35-1673827 |( 6 ) 35-1111003 |MCCULLOUGH & DI BENEDETTO EX |H E HENDERSON INC |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0063 801-06625 19.000 EACH | 121.58000 2310.02| 110.25000 2094.75| 116.00000 2204.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 14.000 EACH | 174.00000 2436.00| 157.50000 2205.00| 269.00000 3766.00 CONSTRUCTION SIGN, A | | | 0065 801-06645 7.000 EACH | 64.00000 448.00| 57.75000 404.25| 59.00000 413.00 CONSTRUCTION SIGN, B | | | 0066 801-06775 LUMP | 23074.00000 23074.00| 17494.75000 17494.75| 77700.00000 77700.00 MAINTAINING TRAFFIC | | | 0067 801-07118 108.000 LFT | 12.71000 1372.68| 11.55000 1247.40| 20.00000 2160.00 BARRICADE, III-A | | | 0068 801-07119 36.000 LFT | 14.51000 522.36| 13.18000 474.48| 24.00000 864.00 BARRICADE, III-B | | | 0069 802-05701 83.000 LFT | 16.17000 1342.11| 14.70000 1220.10| 14.00000 1162.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0070 802-76025 86.000 SFT | 18.48000 1589.28| 16.80000 1444.80| 20.00000 1720.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0071 802-76035 21.000 SFT | 20.79000 436.59| 18.90000 396.90| 22.00000 462.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0072 802-76045 24.000 SFT | 27.72000 665.28| 25.20000 604.80| 24.00000 576.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0073 805-01815 2.000 EACH | 2600.00000 5200.00| 2362.50000 4725.00| 1600.00000 3200.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0074 805-01819 30.000 LFT | 23.10000 693.00| 21.00000 630.00| 20.00000 600.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | ABOVE GROUND | | | 0075 805-01842 5.000 EACH | 882.00000 4410.00| 840.00000 4200.00| 720.00000 3600.00 HANDHOLE, SIGNAL | | | 0076 805-01844 945.000 LFT | 15.44000 14590.80| 14.70000 13891.50| 18.00000 17010.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0077 805-02087 LUMP | 578.00000 578.00| 525.00000 525.00| 500.00000 500.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0078 805-02152 8.000 EACH | 578.00000 4624.00| 525.00000 4200.00| 504.00000 4032.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0079 805-02328 2776.000 LFT | 0.30000 832.80| 0.26000 721.76| 0.36000 999.36 SIGNAL CABLE, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 271 -12 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -31647-A COUNTIES : VIGO LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-2113672 |( 5 ) 35-1673827 |( 6 ) 35-1111003 |MCCULLOUGH & DI BENEDETTO EX |H E HENDERSON INC |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 805-78100 1.000 EACH | 14332.00000 14332.00| 13650.00000 13650.00| 12240.00000 12240.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0081 805-78205 4.000 EACH | 607.00000 2428.00| 551.25000 2205.00| 600.00000 2400.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0082 805-78230 4.000 EACH | 965.00000 3860.00| 918.75000 3675.00| 925.00000 3700.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0083 805-78370 8.000 EACH | 139.00000 1112.00| 126.00000 1008.00| 180.00000 1440.00 PEDESTRIAN PUSH BUTTON | | | 0084 805-78415 3.000 EACH | 2095.00000 6285.00| 1995.00000 5985.00| 1500.00000 4500.00 SPAN, CATENARY, AND TETHER | | | 0085 805-78420 4.000 EACH | 318.00000 1272.00| 288.75000 1155.00| 282.00000 1128.00 DISCONNECT HANGER | | | 0086 805-78445 1.000 EACH | 982.00000 982.00| 892.50000 892.50| 550.00000 550.00 SIGNAL SERVICE | | | 0087 805-78467 13.000 LFT | 2.94000 38.22| 2.63000 34.19| 5.00000 65.00 SIGNAL CABLE, 3C 8GA. | | | 0088 805-78480 1418.000 LFT | 2.31000 3275.58| 2.10000 2977.80| 1.25000 1772.50 SIGNAL CABLE, 3C 14GA. | | | 0089 805-78485 71.000 LFT | 2.61000 185.31| 2.36000 167.56| 1.44000 102.24 SIGNAL CABLE, 5C 14GA. | | | 0090 805-78490 839.000 LFT | 2.76000 2315.64| 2.63000 2206.57| 1.50000 1258.50 SIGNAL CABLE, 7C 14GA. | | | 0091 805-78510 2215.000 LFT | 2.20000 4873.00| 2.00000 4430.00| 0.72000 1594.80 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0092 805-78785 3.000 EACH | 924.00000 2772.00| 840.00000 2520.00| 650.00000 1950.00 SIGNAL DETECTOR HOUSING | | | 0093 805-78795 954.000 LFT | 8.40000 8013.60| 7.61000 7259.94| 7.20000 6868.80 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0094 805-78925 1.000 EACH | 867.00000 867.00| 787.50000 787.50| 1000.00000 1000.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0095 805-81060 2.000 EACH | 6064.00000 12128.00| 5775.00000 11550.00| 5112.00000 10224.00 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0096 805-92504 15.000 EACH | 364.00000 5460.00| 330.75000 4961.25| 100.00000 1500.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0097 808-03439 48.000 LFT | 3.88000 186.24| 3.52000 168.96| 5.50000 264.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0098 808-06703 343.000 LFT | 0.80000 274.40| 0.70000 240.10| 0.70000 240.10 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 271 -13 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -31647-A COUNTIES : VIGO LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-2113672 |( 5 ) 35-1673827 |( 6 ) 35-1111003 |MCCULLOUGH & DI BENEDETTO EX |H E HENDERSON INC |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0099 808-75245 2570.000 LFT | 0.80000 2056.00| 0.70000 1799.00| 0.70000 1799.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0100 808-75278 61.000 LFT | 2.10000 128.10| 1.87000 114.07| 2.75000 167.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0101 808-75297 175.000 LFT | 4.11000 719.25| 3.73000 652.75| 5.50000 962.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0102 808-75300 582.000 LFT | 1.10000 640.20| 1.00000 582.00| 1.40000 814.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0103 808-75320 9.000 EACH | 75.10000 675.90| 68.25000 614.25| 115.00000 1035.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0104 808-75325 2.000 EACH | 110.00000 220.00| 99.75000 199.50| 150.00000 300.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0105 808-92027 400.000 LFT | 1.22000 488.00| 1.10000 440.00| 1.85000 740.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | SECTION TOTALS | $ 1,087,573.86| $ 1,091,201.45| $ 1,091,798.63 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,087,573.86| $ 1,091,201.45| $ 1,091,798.63 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 271 -14 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -31647-A COUNTIES : VIGO LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 7 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 60000.00000 60000.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0008 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0009 110-01001 LUMP | 56900.00000 56900.00| | MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 25000.00000 25000.00| | CLEARING RIGHT OF WAY | | | 0011 202-01300 2.000 EACH | 1200.00000 2400.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 202-02240 1140.000 SYS | 7.50000 8550.00| | PAVEMENT REMOVAL | | | 0013 203-02000 2750.000 CYS | 25.00000 68750.00| | EXCAVATION, COMMON | | | 0014 203-02070 1330.000 CYS | 0.01000 13.30| | BORROW | | | 0015 205-06933 5.000 EACH | 210.00000 1050.00| | TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06937 1775.000 LFT | 1.80000 3195.00| | TEMPORARY SILT FENCE | | | 0017 207-08263 6379.000 SYS | 12.50000 79737.50| | SUBGRADE TREATMENT, TYPE IA | | | 0018 207-08265 768.000 SYS | 8.00000 6144.00| | SUBGRADE TREATMENT, TYPE IIA | | | 0019 207-08267 641.000 SYS | 8.00000 5128.00| | SUBGRADE TREATMENT, TYPE IIIA | | | 0020 211-09264 1211.000 CYS | 15.00000 18165.00| | STRUCTURE BACKFILL, TYPE 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 271 -15 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -31647-A COUNTIES : VIGO LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 7 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 301-07448 35.000 TON | 30.00000 1050.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 303-01180 33.000 TON | 30.00000 990.00| | COMPACTED AGGREGATE, NO. 53 | | | 0023 303-07449 142.000 TON | 32.50000 4615.00| | COMPACTED AGGREGATE, NO. 73 | | | 0024 304-07493 3.000 TON | 200.00000 600.00| | WIDENING WITH HMA, TYPE B | | | 0025 306-08043 37.000 SYS | 60.00000 2220.00| | MILLING, TRANSITION | | | 0026 401-07406 2296.000 TON | 73.37000 168457.52| | QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0027 402-07433 397.000 TON | 68.45000 27174.65| | HMA SURFACE, TYPE B | | | 0028 402-07438 657.000 TON | 136.00000 89352.00| | HMA INTERMEDIATE, TYPE B | | | 0029 402-07453 40.000 TON | 496.25000 19850.00| | HMA FOR TEMPORARY PAVEMENT | | | 0030 406-05520 4.000 TON | 496.25000 1985.00| | ASPHALT FOR TACK COAT | | | 0031 604-07897 10.000 SYS | 75.00000 750.00| | CURB RAMP, CONCRETE, C | | | 0032 604-07900 56.000 SYS | 105.00000 5880.00| | CURB RAMP, CONCRETE, F | | | 0033 604-07902 11.000 SYS | 130.00000 1430.00| | CURB RAMP, CONCRETE, H | | | 0034 604-91531 2362.000 SYS | 28.00000 66136.00| | SIDEWALK, CONCRETE, 4 IN. | | | 0035 605-06120 44.000 LFT | 20.00000 880.00| | CURB, CONCRETE | | | 0036 605-06140 2774.000 LFT | 14.00000 38836.00| | CURB AND GUTTER, CONCRETE | | | 0037 610-07486 111.000 TON | 72.40000 8036.40| | HMA FOR APPROACHES, TYPE A | | | 0038 610-08446 79.000 SYS | 32.00000 2528.00| | PCCP FOR APPROACHES, 6 IN. | | | 0039 610-09108 562.000 SYS | 38.00000 21356.00| | PCCP FOR APPROACHES, 9 IN. | | | 0040 611-06497 2.000 EACH | 225.00000 450.00| | MAILBOX ASSEMBLY, SINGLE | | | 0041 615-06505 12.000 EACH | 575.00000 6900.00| | MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 271 -16 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -31647-A COUNTIES : VIGO LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 7 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 615-06510 2.000 EACH | 475.00000 950.00| | MONUMENT, C | | | 0043 621-01004 3.000 EACH | 780.00000 2340.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 1.000 TON | 600.00000 600.00| | FERTILIZER | | | 0045 621-06554 203.000 LBS | 11.48000 2330.44| | SEED MIXTURE, U | | | 0046 621-06557 65.000 LBS | 3.75000 243.75| | SEED MIXTURE, T | | | 0047 621-06565 6.000 TON | 430.00000 2580.00| | MULCHING MATERIAL | | | 0048 621-06567 5.000 kGAL | 50.00000 250.00| | WATER | | | 0049 621-06574 1353.000 SYS | 3.40000 4600.20| | SODDING | | | 0050 628-09402 15.000 MOS | 1500.00000 22500.00| | FIELD OFFICE, B | | | 0051 715-05149 593.000 LFT | 25.00000 14825.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0052 715-05151 418.000 LFT | 30.00000 12540.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0053 715-05152 302.000 LFT | 35.00000 10570.00| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0054 715-05154 588.000 LFT | 40.00000 23520.00| | PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0055 720-44000 4.000 EACH | 500.00000 2000.00| | CASTING, ADJUST TO GRADE | | | 0056 720-45270 5.000 EACH | 950.00000 4750.00| | PIPE CATCH BASIN, 18 IN. | | | 0057 720-45410 10.000 EACH | 2500.00000 25000.00| | MANHOLE, C4 | | | 0058 720-45605 1.000 LFT | 500.00000 500.00| | STRUCTURE, MANHOLE, RECONSTRUCT | | | 0059 720-98174 9.000 EACH | 2500.00000 22500.00| | INLET, B15 | | | 0060 720-98555 12.000 EACH | 2500.00000 30000.00| | INLET, C15 | | | 0061 801-03290 7.000 EACH | 194.00000 1358.00| | CONSTRUCTION SIGN, C | | | 0062 801-04308 5.000 EACH | 355.00000 1775.00| | ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 271 -17 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -31647-A COUNTIES : VIGO LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 7 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0063 801-06625 19.000 EACH | 105.00000 1995.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 14.000 EACH | 150.00000 2100.00| | CONSTRUCTION SIGN, A | | | 0065 801-06645 7.000 EACH | 55.00000 385.00| | CONSTRUCTION SIGN, B | | | 0066 801-06775 LUMP | 50000.00000 50000.00| | MAINTAINING TRAFFIC | | | 0067 801-07118 108.000 LFT | 11.00000 1188.00| | BARRICADE, III-A | | | 0068 801-07119 36.000 LFT | 12.55000 451.80| | BARRICADE, III-B | | | 0069 802-05701 83.000 LFT | 14.00000 1162.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0070 802-76025 86.000 SFT | 20.00000 1720.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0071 802-76035 21.000 SFT | 22.00000 462.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0072 802-76045 24.000 SFT | 24.00000 576.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0073 805-01815 2.000 EACH | 1600.00000 3200.00| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0074 805-01819 30.000 LFT | 20.00000 600.00| | CONDUIT, STEEL, GALVANIZED, 2 IN., | | | ABOVE GROUND | | | 0075 805-01842 5.000 EACH | 720.00000 3600.00| | HANDHOLE, SIGNAL | | | 0076 805-01844 945.000 LFT | 18.00000 17010.00| | CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0077 805-02087 LUMP | 500.00000 500.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0078 805-02152 8.000 EACH | 504.00000 4032.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0079 805-02328 2776.000 LFT | 0.36000 999.36| | SIGNAL CABLE, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 271 -18 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -31647-A COUNTIES : VIGO LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 7 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 805-78100 1.000 EACH | 12240.00000 12240.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0081 805-78205 4.000 EACH | 600.00000 2400.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0082 805-78230 4.000 EACH | 925.00000 3700.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0083 805-78370 8.000 EACH | 180.00000 1440.00| | PEDESTRIAN PUSH BUTTON | | | 0084 805-78415 3.000 EACH | 1500.00000 4500.00| | SPAN, CATENARY, AND TETHER | | | 0085 805-78420 4.000 EACH | 282.00000 1128.00| | DISCONNECT HANGER | | | 0086 805-78445 1.000 EACH | 550.00000 550.00| | SIGNAL SERVICE | | | 0087 805-78467 13.000 LFT | 5.00000 65.00| | SIGNAL CABLE, 3C 8GA. | | | 0088 805-78480 1418.000 LFT | 1.25000 1772.50| | SIGNAL CABLE, 3C 14GA. | | | 0089 805-78485 71.000 LFT | 1.44000 102.24| | SIGNAL CABLE, 5C 14GA. | | | 0090 805-78490 839.000 LFT | 1.50000 1258.50| | SIGNAL CABLE, 7C 14GA. | | | 0091 805-78510 2215.000 LFT | 0.72000 1594.80| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0092 805-78785 3.000 EACH | 650.00000 1950.00| | SIGNAL DETECTOR HOUSING | | | 0093 805-78795 954.000 LFT | 7.20000 6868.80| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0094 805-78925 1.000 EACH | 1000.00000 1000.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0095 805-81060 2.000 EACH | 5112.00000 10224.00| | SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0096 805-92504 15.000 EACH | 100.00000 1500.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0097 808-03439 48.000 LFT | 3.35000 160.80| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0098 808-06703 343.000 LFT | 0.67000 229.81| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 271 -19 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -31647-A COUNTIES : VIGO LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 7 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0099 808-75245 2570.000 LFT | 0.67000 1721.90| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0100 808-75278 61.000 LFT | 1.78000 108.58| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0101 808-75297 175.000 LFT | 3.55000 621.25| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0102 808-75300 582.000 LFT | 0.95000 552.90| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0103 808-75320 9.000 EACH | 65.00000 585.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0104 808-75325 2.000 EACH | 95.00000 190.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0105 808-92027 400.000 LFT | 1.05000 420.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | SECTION TOTALS | $ 1,137,114.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,137,114.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 291 -1 VENDOR RANKING CALL ORDER : 291 CONTRACT ID : R -31701-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : BIKE/PEDESTRIAN FACILITY COMPLETION DATE : 06/15/11 LOCATION : JACKSON ROAD BIKE AND PEDESTRIAN FACILITY PROJECT(S) : 0600455 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1068009 DYER CONSTRUCTION CO $ 2,944,233.94 100.0000% 2 38-2051611 HOFFMAN BROTHERS INC $ 2,991,000.74 101.5884% 3 38-2947862 R & R EXCAVATING INC $ 3,003,385.74 102.0091% 4 35-1487677 G E MARSHALL INC $ 3,058,746.23 103.8894% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 3,183,964.00 108.1424% 6 90-0177865 HIS CONSTRUCTORS LLC $ 3,591,921.00 121.9985% 7 35-1185040 NIBLOCK EXCAVATING INC $ 3,775,000.00 128.2167% 8 35-0997978 PHEND & BROWN INC $ 4,727,268.58 160.5602% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 291 -2 TABULATION OF BIDS CALL ORDER : 291 CONTRACT ID : R -31701-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1068009 |( 2 ) 38-2051611 |( 3 ) 38-2947862 |DYER CONSTRUCTION CO |HOFFMAN BROTHERS INC |R & R EXCAVATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BIKE/PEDESTRIAN FACILITY | | | 0001 105-06845 LUMP | 11789.53000 11789.53| 10414.82000 10414.82| 100500.00000 100500.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 145000.00000 145000.00| 62006.44000 62006.44| 120000.00000 120000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-01015 LUMP | 180000.00000 180000.00| 294853.22000 294853.22| 102250.00000 102250.00 CLEARING AND GRUBBING | | | 0008 203-02000 121917.000 CYS | 4.40000 536434.80| 3.92000 477914.64| 7.00000 853419.00 EXCAVATION, COMMON | | | 0009 203-02070 22536.000 CYS | 10.14000 228515.04| 9.13000 205753.68| 6.00000 135216.00 BORROW | | | 0010 203-02070 63919.000 CYS | 10.38000 663479.22| 11.10000 709500.90| 9.10000 581662.90 BORROW GRANULAR MATERIAL | | | 0011 205-02770 29970.000 SYS | 1.08000 32367.60| 1.23000 36863.10| 1.08000 32367.60 EROSION CONTROL BLANKET | | | 0012 205-06937 4160.000 LFT | 2.32000 9651.20| 1.78000 7404.80| 1.75000 7280.00 TEMPORARY SILT FENCE | | | 0013 210-05584 127836.000 SYS | 6.11000 781077.96| 6.05000 773407.80| 6.09000 778521.24 LINER , GEOSYNTHETIC CLAY LINER | | | 0014 210-06551 1.000 EACH | 9997.88000 9997.88| 17091.12000 17091.12| 5000.00000 5000.00 VENT , LANDFILL GAS VENT | | | 0015 211-09264 178.000 CYS | 27.34000 4866.52| 5.29000 941.62| 15.50000 2759.00 STRUCTURE BACKFILL, TYPE 1 | | | 0016 214-07202 2851.000 SYS | 2.62000 7469.62| 2.42000 6899.42| 2.50000 7127.50 GEOGRID, I | | | 0017 303-04853 1210.000 TON | 26.57000 32149.70| 19.28000 23328.80| 18.50000 22385.00 COMPACTED AGGREGATE , CRUSHER FINES | | | 0018 303-07449 1538.000 TON | 22.38000 34420.44| 21.45000 32990.10| 18.85000 28991.30 COMPACTED AGGREGATE, NO. 73 | | | 0019 603-01891 3.000 EACH | 600.00000 1800.00| 1711.36000 5134.08| 1500.00000 4500.00 FENCE GATE, CHAIN LINK, SECURITY, 72 IN | | | X 12 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 291 -3 TABULATION OF BIDS CALL ORDER : 291 CONTRACT ID : R -31701-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1068009 |( 2 ) 38-2051611 |( 3 ) 38-2947862 |DYER CONSTRUCTION CO |HOFFMAN BROTHERS INC |R & R EXCAVATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 603-01892 3.000 EACH | 200.00000 600.00| 1369.09000 4107.27| 1200.00000 3600.00 FENCE GATE, CHAIN LINK, SECURITY, 72 IN | | | X 4 FT. | | | 0021 603-92636 4156.000 LFT | 14.91000 61965.96| 21.45000 89146.20| 18.80000 78132.80 FENCE, CHAIN LINK, 72 IN. | | | 0022 616-02320 102.000 SYS | 5.95000 606.90| 1.65000 168.30| 3.00000 306.00 GEOTEXTILES | | | 0023 616-06405 31.000 TON | 48.91000 1516.21| 38.84000 1204.04| 30.00000 930.00 RIPRAP, REVETMENT | | | 0024 621-06559 173660.000 SYS | 0.30000 52098.00| 0.34000 59044.40| 0.30000 52098.00 MULCHED SEEDING, R | | | 0025 628-09401 21.000 MOS | 1937.35000 40684.35| 1154.95000 24253.95| 1600.00000 33600.00 FIELD OFFICE, A | | | 0026 715-05121 32.000 LFT | 45.34000 1450.88| 28.12000 899.84| 40.10000 1283.20 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0027 715-05123 34.000 LFT | 61.47000 2089.98| 33.68000 1145.12| 45.80000 1557.20 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0028 715-05125 78.000 LFT | 60.19000 4694.82| 40.77000 3180.06| 63.00000 4914.00 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0029 715-46010 2.000 EACH | 325.97000 651.94| 455.49000 910.98| 700.00000 1400.00 PIPE END SECTION, 18 IN. | | | 0030 715-46020 2.000 EACH | 441.67000 883.34| 529.81000 1059.62| 800.00000 1600.00 PIPE END SECTION, 24 IN. | | | 0031 715-46030 4.000 EACH | 634.77000 2539.08| 605.40000 2421.60| 850.00000 3400.00 PIPE END SECTION, 30 IN. | | | 0032 801-06640 4.000 EACH | 160.00000 640.00| 182.55000 730.20| 160.00000 640.00 CONSTRUCTION SIGN, A | | | 0033 801-06775 LUMP | 5684.57000 5684.57| 958.17000 958.17| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0034 801-07119 36.000 LFT | 31.00000 1116.00| 35.36000 1272.96| 31.00000 1116.00 BARRICADE, III-B | | | 0035 802-03896 3.000 EACH | 1200.00000 3600.00| 1806.86000 5420.58| 1600.00000 4800.00 BOLLARD | | | 0036 802-05701 73.000 LFT | 15.10000 1102.30| 8.56000 624.88| 21.00000 1533.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0037 802-76025 26.000 SFT | 14.85000 386.10| 19.96000 518.96| 42.00000 1092.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0038 210-05873 LUMP | 81000.00000 81000.00| 127525.07000 127525.07| 25000.00000 25000.00 TESTING , MATERIAL TESTING FOR LANDFILL | | | 0039 621-01004 4.000 EACH | 475.00000 1900.00| 475.00000 1900.00| 475.00000 1900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 2,944,233.94| $ 2,991,000.74| $ 3,003,385.74 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,944,233.94| $ 2,991,000.74| $ 3,003,385.74 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 291 -5 TABULATION OF BIDS CALL ORDER : 291 CONTRACT ID : R -31701-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1487677 |( 5 ) 35-0918397 |( 6 ) 90-0177865 |G E MARSHALL INC |RIETH RILEY CONSTRUCTION |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BIKE/PEDESTRIAN FACILITY | | | 0001 105-06845 LUMP | 46725.00000 46725.00| 32000.00000 32000.00| 20720.00000 20720.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 150519.03000 150519.03| 160000.00000 160000.00| 175000.00000 175000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-01015 LUMP | 272665.40000 272665.40| 467000.00000 467000.00| 389000.00000 389000.00 CLEARING AND GRUBBING | | | 0008 203-02000 121917.000 CYS | 3.61000 440120.37| 3.70000 451092.90| 6.05000 737597.85 EXCAVATION, COMMON | | | 0009 203-02070 22536.000 CYS | 9.90000 223106.40| 3.70000 83383.20| 10.50000 236628.00 BORROW | | | 0010 203-02070 63919.000 CYS | 11.21000 716531.99| 12.50000 798987.50| 13.40000 856514.60 BORROW GRANULAR MATERIAL | | | 0011 205-02770 29970.000 SYS | 1.19000 35664.30| 1.08000 32367.60| 1.30000 38961.00 EROSION CONTROL BLANKET | | | 0012 205-06937 4160.000 LFT | 2.58000 10732.80| 1.75000 7280.00| 1.45000 6032.00 TEMPORARY SILT FENCE | | | 0013 210-05584 127836.000 SYS | 6.13000 783634.68| 5.55000 709489.80| 5.55000 709489.80 LINER , GEOSYNTHETIC CLAY LINER | | | 0014 210-06551 1.000 EACH | 5250.00000 5250.00| 8926.03000 8926.03| 16500.00000 16500.00 VENT , LANDFILL GAS VENT | | | 0015 211-09264 178.000 CYS | 42.67000 7595.26| 95.00000 16910.00| 22.00000 3916.00 STRUCTURE BACKFILL, TYPE 1 | | | 0016 214-07202 2851.000 SYS | 3.21000 9151.71| 3.50000 9978.50| 2.65000 7555.15 GEOGRID, I | | | 0017 303-04853 1210.000 TON | 23.37000 28277.70| 30.00000 36300.00| 31.00000 37510.00 COMPACTED AGGREGATE , CRUSHER FINES | | | 0018 303-07449 1538.000 TON | 27.06000 41618.28| 30.00000 46140.00| 29.00000 44602.00 COMPACTED AGGREGATE, NO. 73 | | | 0019 603-01891 3.000 EACH | 960.00000 2880.00| 930.00000 2790.00| 1575.00000 4725.00 FENCE GATE, CHAIN LINK, SECURITY, 72 IN | | | X 12 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 291 -6 TABULATION OF BIDS CALL ORDER : 291 CONTRACT ID : R -31701-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1487677 |( 5 ) 35-0918397 |( 6 ) 90-0177865 |G E MARSHALL INC |RIETH RILEY CONSTRUCTION |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 603-01892 3.000 EACH | 480.00000 1440.00| 530.00000 1590.00| 1250.00000 3750.00 FENCE GATE, CHAIN LINK, SECURITY, 72 IN | | | X 4 FT. | | | 0021 603-92636 4156.000 LFT | 14.84000 61675.04| 17.00000 70652.00| 19.50000 81042.00 FENCE, CHAIN LINK, 72 IN. | | | 0022 616-02320 102.000 SYS | 9.01000 919.02| 3.50000 357.00| 8.25000 841.50 GEOTEXTILES | | | 0023 616-06405 31.000 TON | 43.60000 1351.60| 53.00000 1643.00| 58.00000 1798.00 RIPRAP, REVETMENT | | | 0024 621-06559 173660.000 SYS | 0.33000 57307.80| 0.30000 52098.00| 0.28000 48624.80 MULCHED SEEDING, R | | | 0025 628-09401 21.000 MOS | 1872.61000 39324.81| 1841.07000 38662.47| 1950.00000 40950.00 FIELD OFFICE, A | | | 0026 715-05121 32.000 LFT | 38.32000 1226.24| 150.00000 4800.00| 42.00000 1344.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0027 715-05123 34.000 LFT | 53.05000 1803.70| 52.00000 1768.00| 47.00000 1598.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0028 715-05125 78.000 LFT | 63.25000 4933.50| 55.00000 4290.00| 52.00000 4056.00 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0029 715-46010 2.000 EACH | 414.00000 828.00| 550.00000 1100.00| 865.00000 1730.00 PIPE END SECTION, 18 IN. | | | 0030 715-46020 2.000 EACH | 516.00000 1032.00| 900.00000 1800.00| 945.00000 1890.00 PIPE END SECTION, 24 IN. | | | 0031 715-46030 4.000 EACH | 596.00000 2384.00| 1000.00000 4000.00| 1089.00000 4356.00 PIPE END SECTION, 30 IN. | | | 0032 801-06640 4.000 EACH | 280.50000 1122.00| 160.00000 640.00| 268.00000 1072.00 CONSTRUCTION SIGN, A | | | 0033 801-06775 LUMP | 894.90000 894.90| 359.00000 359.00| 3255.00000 3255.00 MAINTAINING TRAFFIC | | | 0034 801-07119 36.000 LFT | 17.05000 613.80| 31.00000 1116.00| 16.40000 590.40 BARRICADE, III-B | | | 0035 802-03896 3.000 EACH | 2530.00000 7590.00| 2200.00000 6600.00| 1800.00000 5400.00 BOLLARD | | | 0036 802-05701 73.000 LFT | 34.10000 2489.30| 31.00000 2263.00| 22.00000 1606.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0037 802-76025 26.000 SFT | 28.60000 743.60| 26.00000 676.00| 44.00000 1144.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0038 210-05873 LUMP | 94500.00000 94500.00| 125000.00000 125000.00| 100117.90000 100117.90 TESTING , MATERIAL TESTING FOR LANDFILL | | | 0039 621-01004 4.000 EACH | 522.50000 2090.00| 475.00000 1900.00| 500.00000 2000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 3,058,746.23| $ 3,183,964.00| $ 3,591,921.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,058,746.23| $ 3,183,964.00| $ 3,591,921.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 291 -8 TABULATION OF BIDS CALL ORDER : 291 CONTRACT ID : R -31701-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1185040 |( 8 ) 35-0997978 |( ) |NIBLOCK EXCAVATING INC |PHEND & BROWN INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BIKE/PEDESTRIAN FACILITY | | | 0001 105-06845 LUMP | 28500.00000 28500.00| 18500.00000 18500.00| CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 153161.45000 153161.45| 236363.42000 236363.42| MOBILIZATION AND DEMOBILIZATION | | | 0007 201-01015 LUMP | 260000.00000 260000.00| 725000.00000 725000.00| CLEARING AND GRUBBING | | | 0008 203-02000 121917.000 CYS | 6.50000 792460.50| 8.10000 987527.70| EXCAVATION, COMMON | | | 0009 203-02070 22536.000 CYS | 12.25000 276066.00| 11.85000 267051.60| BORROW | | | 0010 203-02070 63919.000 CYS | 13.00000 830947.00| 19.75000 1262400.25| BORROW GRANULAR MATERIAL | | | 0011 205-02770 29970.000 SYS | 1.25000 37462.50| 1.08000 32367.60| EROSION CONTROL BLANKET | | | 0012 205-06937 4160.000 LFT | 1.93000 8028.80| 1.75000 7280.00| TEMPORARY SILT FENCE | | | 0013 210-05584 127836.000 SYS | 7.10000 907635.60| 6.00000 767016.00| LINER , GEOSYNTHETIC CLAY LINER | | | 0014 210-06551 1.000 EACH | 16000.00000 16000.00| 23500.00000 23500.00| VENT , LANDFILL GAS VENT | | | 0015 211-09264 178.000 CYS | 15.50000 2759.00| 12.00000 2136.00| STRUCTURE BACKFILL, TYPE 1 | | | 0016 214-07202 2851.000 SYS | 3.00000 8553.00| 1.75000 4989.25| GEOGRID, I | | | 0017 303-04853 1210.000 TON | 20.00000 24200.00| 31.00000 37510.00| COMPACTED AGGREGATE , CRUSHER FINES | | | 0018 303-07449 1538.000 TON | 19.50000 29991.00| 27.00000 41526.00| COMPACTED AGGREGATE, NO. 73 | | | 0019 603-01891 3.000 EACH | 1500.00000 4500.00| 600.00000 1800.00| FENCE GATE, CHAIN LINK, SECURITY, 72 IN | | | X 12 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 291 -9 TABULATION OF BIDS CALL ORDER : 291 CONTRACT ID : R -31701-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1185040 |( 8 ) 35-0997978 |( ) |NIBLOCK EXCAVATING INC |PHEND & BROWN INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 603-01892 3.000 EACH | 1200.00000 3600.00| 200.00000 600.00| FENCE GATE, CHAIN LINK, SECURITY, 72 IN | | | X 4 FT. | | | 0021 603-92636 4156.000 LFT | 20.00000 83120.00| 14.91000 61965.96| FENCE, CHAIN LINK, 72 IN. | | | 0022 616-02320 102.000 SYS | 6.70000 683.40| 1.70000 173.40| GEOTEXTILES | | | 0023 616-06405 31.000 TON | 70.00000 2170.00| 43.00000 1333.00| RIPRAP, REVETMENT | | | 0024 621-06559 173660.000 SYS | 0.35000 60781.00| 0.50000 86830.00| MULCHED SEEDING, R | | | 0025 628-09401 21.000 MOS | 2150.00000 45150.00| 1900.00000 39900.00| FIELD OFFICE, A | | | 0026 715-05121 32.000 LFT | 46.00000 1472.00| 50.00000 1600.00| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0027 715-05123 34.000 LFT | 59.00000 2006.00| 50.00000 1700.00| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0028 715-05125 78.000 LFT | 61.00000 4758.00| 50.00000 3900.00| PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0029 715-46010 2.000 EACH | 310.00000 620.00| 700.00000 1400.00| PIPE END SECTION, 18 IN. | | | 0030 715-46020 2.000 EACH | 510.00000 1020.00| 800.00000 1600.00| PIPE END SECTION, 24 IN. | | | 0031 715-46030 4.000 EACH | 685.00000 2740.00| 1300.00000 5200.00| PIPE END SECTION, 30 IN. | | | 0032 801-06640 4.000 EACH | 176.00000 704.00| 160.00000 640.00| CONSTRUCTION SIGN, A | | | 0033 801-06775 LUMP | 7000.00000 7000.00| 17500.00000 17500.00| MAINTAINING TRAFFIC | | | 0034 801-07119 36.000 LFT | 34.00000 1224.00| 31.00000 1116.00| BARRICADE, III-B | | | 0035 802-03896 3.000 EACH | 1500.00000 4500.00| 1150.00000 3450.00| BOLLARD | | | 0036 802-05701 73.000 LFT | 8.25000 602.25| 15.10000 1102.30| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0037 802-76025 26.000 SFT | 19.25000 500.50| 14.85000 386.10| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0038 210-05873 LUMP | 170000.00000 170000.00| 80000.00000 80000.00| TESTING , MATERIAL TESTING FOR LANDFILL | | | 0039 621-01004 4.000 EACH | 520.00000 2080.00| 475.00000 1900.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 3,775,000.00| $ 4,727,268.58| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,775,000.00| $ 4,727,268.58| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 301 -1 VENDOR RANKING CALL ORDER : 301 CONTRACT ID : R -31742-A COUNTIES : HENDRICKS LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : INTERSECTION IMPROVEMENT COMPLETION DATE : 06/11/10 LOCATION : AT DAN JONES ROAD AND US 36 IN AVON PROJECT(S) : 0810281 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS LP $ 997,890.00 100.0000% 2 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 998,000.00 100.0110% 3 35-1139301 E & B PAVING INC $ 1,009,500.00 101.1635% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,034,728.00 103.6916% 5 35-1111003 WHITE CONSTRUCTION INC $ 1,378,131.00 138.1045% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 301 -2 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -31742-A COUNTIES : HENDRICKS LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1151771 |( 3 ) 35-1139301 |MILESTONE CONTRACTORS LP |CALUMET CIVIL CONTRACTORS IN |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP | 15000.00000 15000.00| 7250.00000 7250.00| 8350.00000 8350.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0008 110-01001 LUMP | 40000.00000 40000.00| 49900.00000 49900.00| 50475.00000 50475.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 15000.00000 15000.00| 7000.00000 7000.00| 28000.00000 28000.00 CLEARING RIGHT OF WAY | | | 0010 202-02245 6.000 EACH | 500.00000 3000.00| 370.00000 2220.00| 250.00000 1500.00 TREE, 6 IN., REMOVE | | | 0011 203-02000 1016.000 CYS | 35.00000 35560.00| 48.00000 48768.00| 50.00000 50800.00 EXCAVATION, COMMON | | | 0012 203-02000 200.000 CYS | 20.00000 4000.00| 33.00000 6600.00| 5.00000 1000.00 EXCAVATION, COMMON UNDISTRIBUTED, FOR | | | UNDERCUT | | | 0013 205-06932 30.000 LFT | 15.50000 465.00| 15.50000 465.00| 15.50000 465.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0014 205-06933 10.000 EACH | 130.00000 1300.00| 115.00000 1150.00| 115.00000 1150.00 TEMPORARY DITCH INLET PROTECTION AND | | | CULVERT PROTECTION | | | 0015 205-06937 730.000 LFT | 1.75000 1277.50| 1.55000 1131.50| 1.55000 1131.50 TEMPORARY SILT FENCE | | | 0016 207-08268 1200.000 SYS | 12.00000 14400.00| 17.00000 20400.00| 14.50000 17400.00 SUBGRADE TREATMENT, TYPE IV | | | 0017 211-02050 37.000 CYS | 15.00000 555.00| 27.00000 999.00| 53.00000 1961.00 B BORROW | | | 0018 213-04324 74.000 CYS | 67.00000 4958.00| 87.00000 6438.00| 100.00000 7400.00 FLOWABLE FILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 301 -3 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -31742-A COUNTIES : HENDRICKS LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1151771 |( 3 ) 35-1139301 |MILESTONE CONTRACTORS LP |CALUMET CIVIL CONTRACTORS IN |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 214-07202 1200.000 SYS | 1.50000 1800.00| 2.25000 2700.00| 0.10000 120.00 GEOGRID, I UNDISTRIBUTED | | | 0020 301-07448 162.000 TON | 30.00000 4860.00| 35.00000 5670.00| 30.00000 4860.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 304-07783 100.000 TON | 75.00000 7500.00| 110.00000 11000.00| 200.00000 20000.00 HMA PATCHING, TYPE D UNDISTRIBUTED | | | 0022 304-07789 141.000 TON | 90.00000 12690.00| 101.00000 14241.00| 85.00000 11985.00 WIDENING WITH HMA, TYPE D | | | 0023 306-08599 10176.000 SYS | 1.25000 12720.00| 1.15000 11702.40| 1.25000 12720.00 MILLING ASPHALT, 1/2 IN. | | | 0024 401-07334 972.000 TON | 80.00000 77760.00| 75.00000 72900.00| 81.00000 78732.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0025 401-07385 1262.000 TON | 70.00000 88340.00| 74.00000 93388.00| 63.00000 79506.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 12.5 mm | | | 0026 401-07408 834.000 TON | 78.00000 65052.00| 73.00000 60882.00| 63.00000 52542.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0027 402-07784 14.000 TON | 107.00000 1498.00| 91.00000 1274.00| 150.00000 2100.00 HMA SURFACE, TYPE D | | | 0028 402-07785 24.000 TON | 95.00000 2280.00| 65.00000 1560.00| 150.00000 3600.00 HMA INTERMEDIATE, TYPE D | | | 0029 402-07786 101.000 TON | 85.00000 8585.00| 69.00000 6969.00| 70.00000 7070.00 HMA BASE, TYPE D | | | 0030 402-07787 707.000 TON | 65.00000 45955.00| 65.00000 45955.00| 55.00000 38885.00 HMA WEDGE AND LEVEL, TYPE D | | | 0031 406-05521 23244.000 SYS | 0.10000 2324.40| 0.20000 4648.80| 0.20000 4648.80 ASPHALT FOR TACK COAT | | | 0032 602-91266 1047.000 LFT | 45.00000 47115.00| 24.55000 25703.85| 36.00000 37692.00 MEDIAN BARRIER, CONCRETE, MODIFIED | | | 0033 604-07897 4.000 SYS | 80.00000 320.00| 139.50000 558.00| 300.00000 1200.00 CURB RAMP, CONCRETE, C | | | 0034 604-07899 9.000 SYS | 95.00000 855.00| 163.25000 1469.25| 250.00000 2250.00 CURB RAMP, CONCRETE, E | | | 0035 604-07901 55.000 SYS | 80.00000 4400.00| 128.40000 7062.00| 325.00000 17875.00 CURB RAMP, CONCRETE, G | | | 0036 604-07903 3.000 SYS | 80.00000 240.00| 129.50000 388.50| 325.00000 975.00 CURB RAMP, CONCRETE, K | | | 0037 604-07904 20.000 SYS | 80.00000 1600.00| 132.25000 2645.00| 200.00000 4000.00 CURB RAMP, CONCRETE, L | | | 0038 604-91531 691.000 SYS | 40.00000 27640.00| 32.25000 22284.75| 37.00000 25567.00 SIDEWALK, CONCRETE, 4 IN. | | | 0039 605-06120 543.000 LFT | 18.00000 9774.00| 19.20000 10425.60| 26.00000 14118.00 CURB, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 301 -4 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -31742-A COUNTIES : HENDRICKS LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1151771 |( 3 ) 35-1139301 |MILESTONE CONTRACTORS LP |CALUMET CIVIL CONTRACTORS IN |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 605-06140 3017.000 LFT | 13.00000 39221.00| 21.00000 63357.00| 14.00000 42238.00 CURB AND GUTTER, CONCRETE | | | 0041 605-09131 119.000 LFT | 105.00000 12495.00| 34.55000 4111.45| 120.00000 14280.00 CURB AND GUTTER TURNOUT CONCRETE | | | 0042 605-95327 109.000 LFT | 45.00000 4905.00| 55.40000 6038.60| 65.00000 7085.00 CURB, INTEGRAL, A, CONCRETE | | | 0043 610-07788 279.000 TON | 110.00000 30690.00| 82.00000 22878.00| 80.00000 22320.00 HMA FOR APPROACHES, TYPE D | | | 0044 611-08232 1.000 EACH | 750.00000 750.00| 116.00000 116.00| 150.00000 150.00 MAILBOX ASSEMBLY, SINGLE, RESET | | | 0045 616-02320 94.000 SYS | 8.00000 752.00| 3.15000 296.10| 2.00000 188.00 GEOTEXTILES | | | 0046 616-06405 42.000 TON | 65.00000 2730.00| 25.00000 1050.00| 68.00000 2856.00 RIPRAP, REVETMENT | | | 0047 621-06570 148.000 CYS | 45.00000 6660.00| 42.00000 6216.00| 28.00000 4144.00 TOP SOIL | | | 0048 621-06575 6006.000 SYS | 3.25000 19519.50| 4.75000 28528.50| 2.50000 15015.00 SODDING, NURSERY | | | 0049 621-98038 14.000 CYS | 40.00000 560.00| 40.00000 560.00| 40.00000 560.00 MULCH, HARDWOOD SHREDDED BARK | | | 0050 622-05649 26.000 EACH | 315.00000 8190.00| 291.00000 7566.00| 291.00000 7566.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0051 628-09402 10.000 MOS | 1600.00000 16000.00| 2000.00000 20000.00| 2100.00000 21000.00 FIELD OFFICE, B | | | 0052 702-90915 1.500 CYS | 90.00000 135.00| 275.00000 412.50| 400.00000 600.00 CONCRETE, A | | | 0053 715-01471 2.000 EACH | 500.00000 1000.00| 643.00000 1286.00| 550.00000 1100.00 PIPE END SECTION, PRECAST CONCRETE, 15 | | | IN. | | | 0054 715-01472 1.000 EACH | 535.00000 535.00| 683.00000 683.00| 625.00000 625.00 PIPE END SECTION, PRECAST CONCRETE, 18 | | | IN. | | | 0055 715-01765 7.000 EACH | 480.00000 3360.00| 659.00000 4613.00| 525.00000 3675.00 PIPE END SECTION, PRECAST CONCRETE, 12 | | | IN. | | | 0056 715-05149 50.000 LFT | 42.00000 2100.00| 40.75000 2037.50| 20.00000 1000.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0057 715-05152 85.000 LFT | 44.00000 3740.00| 59.00000 5015.00| 25.00000 2125.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0058 715-06690 118.000 LFT | 40.00000 4720.00| 40.75000 4808.50| 28.00000 3304.00 PIPE, RCP, III, D0.01=1500, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 301 -5 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -31742-A COUNTIES : HENDRICKS LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1151771 |( 3 ) 35-1139301 |MILESTONE CONTRACTORS LP |CALUMET CIVIL CONTRACTORS IN |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 715-41055 42.000 LFT | 43.00000 1806.00| 54.50000 2289.00| 39.00000 1638.00 PIPE, REINFORCED CONCRETE, III, 18 IN. | | | 0060 715-46000 4.000 EACH | 480.00000 1920.00| 404.00000 1616.00| 175.00000 700.00 PIPE END SECTION, 12 IN. | | | 0061 715-46005 1.000 EACH | 500.00000 500.00| 330.00000 330.00| 195.00000 195.00 PIPE END SECTION, 15 IN. | | | 0062 715-46010 1.000 EACH | 535.00000 535.00| 405.00000 405.00| 195.00000 195.00 PIPE END SECTION, 18 IN. | | | 0063 715-96960 6.000 LFT | 40.00000 240.00| 72.00000 432.00| 100.00000 600.00 PIPE, PVC, 15 IN. | | | 0064 715-99384 196.000 LFT | 43.00000 8428.00| 50.00000 9800.00| 30.00000 5880.00 PIPE, REINFORCED CONCRETE, 15 IN. D0. | | | 01=1500, CLASS III | | | 0065 720-44000 3.000 EACH | 600.00000 1800.00| 430.00000 1290.00| 750.00000 2250.00 CASTING, ADJUST TO GRADE | | | 0066 720-45030 2.000 EACH | 800.00000 1600.00| 1221.00000 2442.00| 1000.00000 2000.00 INLET, E7 | | | 0067 720-45045 5.000 EACH | 1050.00000 5250.00| 1409.00000 7045.00| 1900.00000 9500.00 INLET, J10 | | | 0068 720-45410 1.000 EACH | 1100.00000 1100.00| 2131.00000 2131.00| 2000.00000 2000.00 MANHOLE, C4 | | | 0069 720-45615 1.000 LFT | 625.00000 625.00| 667.00000 667.00| 500.00000 500.00 STRUCTURE, INLET, RECONSTRUCT | | | 0070 720-94840 12.000 EACH | 250.00000 3000.00| 315.00000 3780.00| 145.00000 1740.00 CASTING, ADJUST TO GRADE, WATER VALVE | | | 0071 801-06207 9250.000 LFT | 1.18000 10915.00| 0.95000 8787.50| 1.00000 9250.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0072 801-06640 52.000 EACH | 92.00000 4784.00| 125.00000 6500.00| 125.00000 6500.00 CONSTRUCTION SIGN, A | | | 0073 801-06710 50.000 DAY | 20.00000 1000.00| 12.00000 600.00| 12.00000 600.00 FLASHING ARROW SIGN | | | 0074 801-06775 LUMP | 34000.00000 34000.00| 17444.50000 17444.50| 29227.78000 29227.78 MAINTAINING TRAFFIC | | | 0075 801-07119 130.000 LFT | 23.00000 2990.00| 11.50000 1495.00| 11.50000 1495.00 BARRICADE, III-B | | | 0076 802-05701 420.000 LFT | 12.00000 5040.00| 12.00000 5040.00| 12.00000 5040.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0077 802-07058 2.000 EACH | 63.00000 126.00| 63.00000 126.00| 63.00000 126.00 SIGN, SHEET ASSEMBLY, RELOCATE | | | 0078 802-76025 241.000 SFT | 12.50000 3012.50| 12.50000 3012.50| 12.50000 3012.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 301 -6 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -31742-A COUNTIES : HENDRICKS LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1151771 |( 3 ) 35-1139301 |MILESTONE CONTRACTORS LP |CALUMET CIVIL CONTRACTORS IN |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 805-01842 14.000 EACH | 810.00000 11340.00| 810.00000 11340.00| 810.00000 11340.00 HANDHOLE, SIGNAL | | | 0080 805-01844 2278.000 LFT | 12.25000 27905.50| 12.25000 27905.50| 12.25000 27905.50 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0081 805-01879 2.000 EACH | 615.00000 1230.00| 615.00000 1230.00| 615.00000 1230.00 SIGNAL SERVICE, INSTALL | | | 0082 805-02152 6.000 EACH | 610.00000 3660.00| 610.00000 3660.00| 610.00000 3660.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0083 805-08466 2.000 EACH | 280.00000 560.00| 310.00000 620.00| 310.00000 620.00 RADIO ANTENNA, 9db, YAGI | | | 0084 805-78100 2.000 EACH | 12500.00000 25000.00| 12426.00000 24852.00| 12426.00000 24852.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0085 805-78205 4.000 EACH | 750.00000 3000.00| 745.00000 2980.00| 745.00000 2980.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0086 805-78230 4.000 EACH | 1150.00000 4600.00| 1145.00000 4580.00| 1145.00000 4580.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0087 805-78370 7.000 EACH | 130.00000 910.00| 133.00000 931.00| 133.00000 931.00 PEDESTRIAN PUSH BUTTON | | | 0088 805-78412 6.000 EACH | 500.00000 3000.00| 466.00000 2796.00| 466.00000 2796.00 SIGNAL PEDESTAL, 9 FT. | | | 0089 805-78467 116.000 LFT | 2.50000 290.00| 2.50000 290.00| 2.50000 290.00 SIGNAL CABLE, 3C 8GA. | | | 0090 805-78470 7370.000 LFT | 0.50000 3685.00| 0.45000 3316.50| 0.42000 3095.40 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0091 805-78480 899.000 LFT | 0.90000 809.10| 0.90000 809.10| 0.90000 809.10 SIGNAL CABLE, 3C 14GA. | | | 0092 805-78485 1243.000 LFT | 1.40000 1740.20| 1.35000 1678.05| 1.35000 1678.05 SIGNAL CABLE, 5C 14GA. | | | 0093 805-78490 857.000 LFT | 1.50000 1285.50| 1.45000 1242.65| 1.45000 1242.65 SIGNAL CABLE, 7C 14GA. | | | 0094 805-78510 5628.000 LFT | 0.80000 4502.40| 0.75000 4221.00| 0.75000 4221.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0095 805-78785 18.000 EACH | 650.00000 11700.00| 630.00000 11340.00| 630.00000 11340.00 SIGNAL DETECTOR HOUSING | | | 0096 805-78795 2381.000 LFT | 7.00000 16667.00| 7.15000 17024.15| 7.15000 17024.15 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0097 805-78900 6.000 EACH | 530.00000 3180.00| 532.00000 3192.00| 532.00000 3192.00 PEDESTAL FOUNDATION, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 301 -7 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -31742-A COUNTIES : HENDRICKS LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1151771 |( 3 ) 35-1139301 |MILESTONE CONTRACTORS LP |CALUMET CIVIL CONTRACTORS IN |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0098 805-78925 1.000 EACH | 950.00000 950.00| 944.00000 944.00| 944.00000 944.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0099 805-86838 2544.000 LFT | 1.90000 4833.60| 1.90000 4833.60| 1.88000 4782.72 WIRE, NO. 4 COPPER IN CONDUIT, 1C | | | 0100 805-86843 1414.000 LFT | 1.90000 2686.60| 1.90000 2686.60| 1.88000 2658.32 WIRE, NO. 4 COPPER, 1C | | | 0101 805-92504 12.000 EACH | 310.00000 3720.00| 310.00000 3720.00| 310.00000 3720.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0102 807-01603 3.000 EACH | 3300.00000 9900.00| 3276.00000 9828.00| 3276.00000 9828.00 SERVICE POINT, TYPE II | | | 0103 807-02783 2.000 EACH | 1150.00000 2300.00| 1152.00000 2304.00| 1152.00000 2304.00 LUMINAIRE MAST ARM, 15 FT. | | | 0104 807-03934 4.000 EACH | 300.00000 1200.00| 290.00000 1160.00| 290.00000 1160.00 LIGHT STRUCTURE, REMOVE | | | 0105 807-03951 6.000 EACH | 3200.00000 19200.00| 3218.00000 19308.00| 3218.00000 19308.00 LIGHT POLE, ORNAMENTAL 25' | | | 0106 807-03970 6.000 EACH | 1000.00000 6000.00| 680.00000 4080.00| 680.00000 4080.00 LIGHT POLE BASE | | | 0107 807-08214 636.000 LFT | 6.00000 3816.00| 6.00000 3816.00| 6.00000 3816.00 CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0108 807-86615 2.000 EACH | 230.00000 460.00| 230.00000 460.00| 230.00000 460.00 LUMINAIRE, ROADWAY, 250 WATT, HIGH | | | PRESSURE SODIUM COBRA HEAD | | | 0109 808-05929 604.000 LFT | 1.50000 906.00| 1.15000 694.60| 1.15000 694.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 8 IN. | | | 0110 808-06701 2234.000 LFT | 0.40000 893.60| 0.35000 781.90| 0.35000 781.90 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. 10' LINE, 30' GAP | | | 0111 808-06701 470.000 LFT | 0.40000 188.00| 0.95000 446.50| 0.95000 446.50 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. DOTTED, 2' LINE, 8' GAP | | | 0112 808-06703 2754.000 LFT | 0.40000 1101.60| 0.35000 963.90| 0.35000 963.90 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0113 808-06723 22.000 EACH | 55.00000 1210.00| 43.00000 946.00| 43.00000 946.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW FOR MAINTENANCE OF | | | TRAFFIC | | | 0114 808-09083 60.000 LFT | 1.50000 90.00| 2.50000 150.00| 2.50000 150.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 8 | | | IN. DOTTED, 2' LINE, 8' GAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 301 -8 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -31742-A COUNTIES : HENDRICKS LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1151771 |( 3 ) 35-1139301 |MILESTONE CONTRACTORS LP |CALUMET CIVIL CONTRACTORS IN |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0115 808-75240 415.000 LFT | 0.40000 166.00| 0.95000 394.25| 0.95000 394.25 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. DOTTED, 2' LINE, 8' GAP | | | 0116 808-75245 3605.000 LFT | 0.40000 1442.00| 0.35000 1261.75| 0.35000 1261.75 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0117 808-75278 134.000 LFT | 2.25000 301.50| 1.85000 247.90| 1.82000 243.88 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0118 808-75297 561.000 LFT | 4.50000 2524.50| 3.75000 2103.75| 3.75000 2103.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0119 808-75320 30.000 EACH | 85.00000 2550.00| 48.00000 1440.00| 48.00000 1440.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0120 808-75325 7.000 EACH | 90.00000 630.00| 75.00000 525.00| 75.00000 525.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0121 808-95638 96.000 SFT | 2.00000 192.00| 3.50000 336.00| 3.50000 336.00 CENTER CURB PAINTING | | | SECTION TOTALS | $ 997,890.00| $ 998,000.00| $ 1,009,500.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 997,890.00| $ 998,000.00| $ 1,009,500.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 301 -9 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -31742-A COUNTIES : HENDRICKS LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1111003 |( ) |RIETH RILEY CONSTRUCTION |WHITE CONSTRUCTION INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP | 21900.22000 21900.22| 10210.00000 10210.00| CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0008 110-01001 LUMP | 51736.00000 51736.00| 68000.00000 68000.00| MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 10337.00000 10337.00| 13000.00000 13000.00| CLEARING RIGHT OF WAY | | | 0010 202-02245 6.000 EACH | 200.00000 1200.00| 500.00000 3000.00| TREE, 6 IN., REMOVE | | | 0011 203-02000 1016.000 CYS | 36.00000 36576.00| 40.00000 40640.00| EXCAVATION, COMMON | | | 0012 203-02000 200.000 CYS | 28.16000 5632.00| 35.00000 7000.00| EXCAVATION, COMMON UNDISTRIBUTED, FOR | | | UNDERCUT | | | 0013 205-06932 30.000 LFT | 15.00000 450.00| 15.50000 465.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0014 205-06933 10.000 EACH | 90.00000 900.00| 115.00000 1150.00| TEMPORARY DITCH INLET PROTECTION AND | | | CULVERT PROTECTION | | | 0015 205-06937 730.000 LFT | 1.85000 1350.50| 1.65000 1204.50| TEMPORARY SILT FENCE | | | 0016 207-08268 1200.000 SYS | 19.80000 23760.00| 28.00000 33600.00| SUBGRADE TREATMENT, TYPE IV | | | 0017 211-02050 37.000 CYS | 15.42000 570.54| 30.00000 1110.00| B BORROW | | | 0018 213-04324 74.000 CYS | 62.89000 4653.86| 155.00000 11470.00| FLOWABLE FILL | | | 0019 214-07202 1200.000 SYS | 0.01000 12.00| 9.00000 10800.00| GEOGRID, I UNDISTRIBUTED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 301 -10 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -31742-A COUNTIES : HENDRICKS LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1111003 |( ) |RIETH RILEY CONSTRUCTION |WHITE CONSTRUCTION INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 301-07448 162.000 TON | 50.00000 8100.00| 32.00000 5184.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 304-07783 100.000 TON | 96.00000 9600.00| 100.00000 10000.00| HMA PATCHING, TYPE D UNDISTRIBUTED | | | 0022 304-07789 141.000 TON | 113.29000 15973.89| 90.00000 12690.00| WIDENING WITH HMA, TYPE D | | | 0023 306-08599 10176.000 SYS | 1.39000 14144.64| 2.00000 20352.00| MILLING ASPHALT, 1/2 IN. | | | 0024 401-07334 972.000 TON | 86.00000 83592.00| 73.00000 70956.00| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0025 401-07385 1262.000 TON | 66.00000 83292.00| 65.00000 82030.00| QC/QA-HMA, 3, 76, INTERMEDIATE, 12.5 mm | | | 0026 401-07408 834.000 TON | 62.00000 51708.00| 73.00000 60882.00| QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0027 402-07784 14.000 TON | 122.00000 1708.00| 105.00000 1470.00| HMA SURFACE, TYPE D | | | 0028 402-07785 24.000 TON | 100.00000 2400.00| 90.00000 2160.00| HMA INTERMEDIATE, TYPE D | | | 0029 402-07786 101.000 TON | 78.00000 7878.00| 85.00000 8585.00| HMA BASE, TYPE D | | | 0030 402-07787 707.000 TON | 66.00000 46662.00| 65.00000 45955.00| HMA WEDGE AND LEVEL, TYPE D | | | 0031 406-05521 23244.000 SYS | 0.10000 2324.40| 0.10000 2324.40| ASPHALT FOR TACK COAT | | | 0032 602-91266 1047.000 LFT | 58.00000 60726.00| 55.00000 57585.00| MEDIAN BARRIER, CONCRETE, MODIFIED | | | 0033 604-07897 4.000 SYS | 125.00000 500.00| 300.00000 1200.00| CURB RAMP, CONCRETE, C | | | 0034 604-07899 9.000 SYS | 125.00000 1125.00| 200.00000 1800.00| CURB RAMP, CONCRETE, E | | | 0035 604-07901 55.000 SYS | 125.00000 6875.00| 200.00000 11000.00| CURB RAMP, CONCRETE, G | | | 0036 604-07903 3.000 SYS | 125.00000 375.00| 300.00000 900.00| CURB RAMP, CONCRETE, K | | | 0037 604-07904 20.000 SYS | 125.00000 2500.00| 200.00000 4000.00| CURB RAMP, CONCRETE, L | | | 0038 604-91531 691.000 SYS | 53.16000 36733.56| 40.00000 27640.00| SIDEWALK, CONCRETE, 4 IN. | | | 0039 605-06120 543.000 LFT | 35.30000 19167.90| 40.00000 21720.00| CURB, CONCRETE | | | 0040 605-06140 3017.000 LFT | 10.10000 30471.70| 22.00000 66374.00| CURB AND GUTTER, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 301 -11 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -31742-A COUNTIES : HENDRICKS LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1111003 |( ) |RIETH RILEY CONSTRUCTION |WHITE CONSTRUCTION INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 605-09131 119.000 LFT | 122.47000 14573.93| 65.00000 7735.00| CURB AND GUTTER TURNOUT CONCRETE | | | 0042 605-95327 109.000 LFT | 39.94000 4353.46| 50.00000 5450.00| CURB, INTEGRAL, A, CONCRETE | | | 0043 610-07788 279.000 TON | 122.00000 34038.00| 110.00000 30690.00| HMA FOR APPROACHES, TYPE D | | | 0044 611-08232 1.000 EACH | 250.00000 250.00| 158.00000 158.00| MAILBOX ASSEMBLY, SINGLE, RESET | | | 0045 616-02320 94.000 SYS | 3.76000 353.44| 6.00000 564.00| GEOTEXTILES | | | 0046 616-06405 42.000 TON | 39.05000 1640.10| 42.00000 1764.00| RIPRAP, REVETMENT | | | 0047 621-06570 148.000 CYS | 45.00000 6660.00| 25.00000 3700.00| TOP SOIL | | | 0048 621-06575 6006.000 SYS | 6.74000 40480.44| 2.50000 15015.00| SODDING, NURSERY | | | 0049 621-98038 14.000 CYS | 60.00000 840.00| 40.00000 560.00| MULCH, HARDWOOD SHREDDED BARK | | | 0050 622-05649 26.000 EACH | 225.00000 5850.00| 291.00000 7566.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0051 628-09402 10.000 MOS | 2458.06000 24580.60| 2500.00000 25000.00| FIELD OFFICE, B | | | 0052 702-90915 1.500 CYS | 574.77000 862.16| 500.00000 750.00| CONCRETE, A | | | 0053 715-01471 2.000 EACH | 651.23000 1302.46| 600.00000 1200.00| PIPE END SECTION, PRECAST CONCRETE, 15 | | | IN. | | | 0054 715-01472 1.000 EACH | 695.91000 695.91| 640.00000 640.00| PIPE END SECTION, PRECAST CONCRETE, 18 | | | IN. | | | 0055 715-01765 7.000 EACH | 628.89000 4402.23| 600.00000 4200.00| PIPE END SECTION, PRECAST CONCRETE, 12 | | | IN. | | | 0056 715-05149 50.000 LFT | 25.83000 1291.50| 60.00000 3000.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0057 715-05152 85.000 LFT | 24.93000 2119.05| 62.00000 5270.00| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0058 715-06690 118.000 LFT | 23.28000 2747.04| 45.00000 5310.00| PIPE, RCP, III, D0.01=1500, 12 IN. | | | 0059 715-41055 42.000 LFT | 33.13000 1391.46| 50.00000 2100.00| PIPE, REINFORCED CONCRETE, III, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 301 -12 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -31742-A COUNTIES : HENDRICKS LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1111003 |( ) |RIETH RILEY CONSTRUCTION |WHITE CONSTRUCTION INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 715-46000 4.000 EACH | 330.57000 1322.28| 530.00000 2120.00| PIPE END SECTION, 12 IN. | | | 0061 715-46005 1.000 EACH | 358.50000 358.50| 580.00000 580.00| PIPE END SECTION, 15 IN. | | | 0062 715-46010 1.000 EACH | 380.84000 380.84| 610.00000 610.00| PIPE END SECTION, 18 IN. | | | 0063 715-96960 6.000 LFT | 51.87000 311.22| 39.00000 234.00| PIPE, PVC, 15 IN. | | | 0064 715-99384 196.000 LFT | 29.38000 5758.48| 44.00000 8624.00| PIPE, REINFORCED CONCRETE, 15 IN. D0. | | | 01=1500, CLASS III | | | 0065 720-44000 3.000 EACH | 315.71000 947.13| 700.00000 2100.00| CASTING, ADJUST TO GRADE | | | 0066 720-45030 2.000 EACH | 1197.89000 2395.78| 1100.00000 2200.00| INLET, E7 | | | 0067 720-45045 5.000 EACH | 1449.38000 7246.90| 1400.00000 7000.00| INLET, J10 | | | 0068 720-45410 1.000 EACH | 1595.29000 1595.29| 1800.00000 1800.00| MANHOLE, C4 | | | 0069 720-45615 1.000 LFT | 418.82000 418.82| 1800.00000 1800.00| STRUCTURE, INLET, RECONSTRUCT | | | 0070 720-94840 12.000 EACH | 302.64000 3631.68| 300.00000 3600.00| CASTING, ADJUST TO GRADE, WATER VALVE | | | 0071 801-06207 9250.000 LFT | 0.81000 7492.50| 0.94000 8695.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0072 801-06640 52.000 EACH | 92.00000 4784.00| 95.00000 4940.00| CONSTRUCTION SIGN, A | | | 0073 801-06710 50.000 DAY | 20.00000 1000.00| 35.00000 1750.00| FLASHING ARROW SIGN | | | 0074 801-06775 LUMP | 3500.00000 3500.00| 262210.00000 262210.00| MAINTAINING TRAFFIC | | | 0075 801-07119 130.000 LFT | 23.00000 2990.00| 18.00000 2340.00| BARRICADE, III-B | | | 0076 802-05701 420.000 LFT | 12.00000 5040.00| 14.00000 5880.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0077 802-07058 2.000 EACH | 63.00000 126.00| 25.00000 50.00| SIGN, SHEET ASSEMBLY, RELOCATE | | | 0078 802-76025 241.000 SFT | 12.50000 3012.50| 16.00000 3856.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 301 -13 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -31742-A COUNTIES : HENDRICKS LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1111003 |( ) |RIETH RILEY CONSTRUCTION |WHITE CONSTRUCTION INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 805-01842 14.000 EACH | 810.00000 11340.00| 950.00000 13300.00| HANDHOLE, SIGNAL | | | 0080 805-01844 2278.000 LFT | 12.25000 27905.50| 12.00000 27336.00| CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0081 805-01879 2.000 EACH | 615.00000 1230.00| 750.00000 1500.00| SIGNAL SERVICE, INSTALL | | | 0082 805-02152 6.000 EACH | 610.00000 3660.00| 745.00000 4470.00| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0083 805-08466 2.000 EACH | 310.00000 620.00| 500.00000 1000.00| RADIO ANTENNA, 9db, YAGI | | | 0084 805-78100 2.000 EACH | 12426.00000 24852.00| 13500.00000 27000.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0085 805-78205 4.000 EACH | 745.00000 2980.00| 1000.00000 4000.00| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0086 805-78230 4.000 EACH | 1145.00000 4580.00| 1300.00000 5200.00| TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0087 805-78370 7.000 EACH | 133.00000 931.00| 145.00000 1015.00| PEDESTRIAN PUSH BUTTON | | | 0088 805-78412 6.000 EACH | 466.00000 2796.00| 650.00000 3900.00| SIGNAL PEDESTAL, 9 FT. | | | 0089 805-78467 116.000 LFT | 2.50000 290.00| 2.55000 295.80| SIGNAL CABLE, 3C 8GA. | | | 0090 805-78470 7370.000 LFT | 0.42000 3095.40| 0.60000 4422.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0091 805-78480 899.000 LFT | 0.90000 809.10| 1.35000 1213.65| SIGNAL CABLE, 3C 14GA. | | | 0092 805-78485 1243.000 LFT | 1.35000 1678.05| 1.45000 1802.35| SIGNAL CABLE, 5C 14GA. | | | 0093 805-78490 857.000 LFT | 1.45000 1242.65| 1.65000 1414.05| SIGNAL CABLE, 7C 14GA. | | | 0094 805-78510 5628.000 LFT | 0.75000 4221.00| 0.75000 4221.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0095 805-78785 18.000 EACH | 630.00000 11340.00| 850.00000 15300.00| SIGNAL DETECTOR HOUSING | | | 0096 805-78795 2381.000 LFT | 7.15000 17024.15| 7.25000 17262.25| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0097 805-78900 6.000 EACH | 532.00000 3192.00| 700.00000 4200.00| PEDESTAL FOUNDATION, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 301 -14 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -31742-A COUNTIES : HENDRICKS LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1111003 |( ) |RIETH RILEY CONSTRUCTION |WHITE CONSTRUCTION INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0098 805-78925 1.000 EACH | 944.00000 944.00| 1150.00000 1150.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0099 805-86838 2544.000 LFT | 1.88000 4782.72| 3.25000 8268.00| WIRE, NO. 4 COPPER IN CONDUIT, 1C | | | 0100 805-86843 1414.000 LFT | 1.88000 2658.32| 3.25000 4595.50| WIRE, NO. 4 COPPER, 1C | | | 0101 805-92504 12.000 EACH | 310.00000 3720.00| 300.00000 3600.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0102 807-01603 3.000 EACH | 3276.00000 9828.00| 4650.00000 13950.00| SERVICE POINT, TYPE II | | | 0103 807-02783 2.000 EACH | 1152.00000 2304.00| 900.00000 1800.00| LUMINAIRE MAST ARM, 15 FT. | | | 0104 807-03934 4.000 EACH | 290.00000 1160.00| 325.00000 1300.00| LIGHT STRUCTURE, REMOVE | | | 0105 807-03951 6.000 EACH | 3218.00000 19308.00| 3500.00000 21000.00| LIGHT POLE, ORNAMENTAL 25' | | | 0106 807-03970 6.000 EACH | 680.00000 4080.00| 1250.00000 7500.00| LIGHT POLE BASE | | | 0107 807-08214 636.000 LFT | 6.00000 3816.00| 8.00000 5088.00| CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0108 807-86615 2.000 EACH | 230.00000 460.00| 350.00000 700.00| LUMINAIRE, ROADWAY, 250 WATT, HIGH | | | PRESSURE SODIUM COBRA HEAD | | | 0109 808-05929 604.000 LFT | 1.50000 906.00| 1.30000 785.20| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 8 IN. | | | 0110 808-06701 2234.000 LFT | 0.40000 893.60| 0.75000 1675.50| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. 10' LINE, 30' GAP | | | 0111 808-06701 470.000 LFT | 0.40000 188.00| 0.40000 188.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. DOTTED, 2' LINE, 8' GAP | | | 0112 808-06703 2754.000 LFT | 0.40000 1101.60| 0.40000 1101.60| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0113 808-06723 22.000 EACH | 55.00000 1210.00| 65.00000 1430.00| PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW FOR MAINTENANCE OF | | | TRAFFIC | | | 0114 808-09083 60.000 LFT | 1.50000 90.00| 0.80000 48.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 8 | | | IN. DOTTED, 2' LINE, 8' GAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 301 -15 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -31742-A COUNTIES : HENDRICKS LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1111003 |( ) |RIETH RILEY CONSTRUCTION |WHITE CONSTRUCTION INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0115 808-75240 415.000 LFT | 0.40000 166.00| 0.40000 166.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. DOTTED, 2' LINE, 8' GAP | | | 0116 808-75245 3605.000 LFT | 0.40000 1442.00| 0.40000 1442.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0117 808-75278 134.000 LFT | 2.25000 301.50| 1.95000 261.30| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0118 808-75297 561.000 LFT | 4.50000 2524.50| 3.90000 2187.90| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0119 808-75320 30.000 EACH | 85.00000 2550.00| 77.00000 2310.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0120 808-75325 7.000 EACH | 90.00000 630.00| 104.00000 728.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0121 808-95638 96.000 SFT | 2.00000 192.00| 5.00000 480.00| CENTER CURB PAINTING | | | SECTION TOTALS | $ 1,034,728.00| $ 1,378,131.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,034,728.00| $ 1,378,131.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 311 -1 VENDOR RANKING CALL ORDER : 311 CONTRACT ID : R -31982-A COUNTIES : LAKE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : NEW BRIDGE CONSTRUCTION COMPLETION DATE : 10/01/10 LOCATION : ON THE GARY MARINA ACCESS ROAD PROJECT(S) : 0300909 0900262 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 3,191,779.33 100.0000% 2 35-1106884 ELLAS CONSTRUCTION COMPANY INC $ 3,192,267.56 100.0153% 3 35-1035114 SUPERIOR CONSTRUCTION CO $ 3,290,979.13 103.1080% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 311 -2 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -31982-A COUNTIES : LAKE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1106884 |( 3 ) 35-1035114 |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY I |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE RECONSTRUCTION | | | 0001 105-06845 LUMP | 42500.00000 42500.00| 102000.00000 102000.00| 43950.00000 43950.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0009 110-01001 LUMP | 159588.96400 159588.96| 155000.00000 155000.00| 165000.00000 165000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 47876.68900 47876.69| 46500.00000 46500.00| 45000.00000 45000.00 CLEARING RIGHT OF WAY | | | 0011 202-01300 1.000 EACH | 345.00000 345.00| 345.00000 345.00| 345.00000 345.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 202-02240 7690.000 SYS | 10.00000 76900.00| 12.10000 93049.00| 7.00000 53830.00 PAVEMENT REMOVAL | | | 0013 202-02241 546.000 LFT | 9.00000 4914.00| 14.00000 7644.00| 14.00000 7644.00 GUARDRAIL, REMOVE | | | 0014 202-02273 139.000 SYS | 14.75000 2050.25| 27.50000 3822.50| 18.00000 2502.00 CENTER CURB, CONCRETE, REMOVE | | | 0015 202-02278 1447.000 LFT | 4.35000 6294.45| 4.60000 6656.20| 4.00000 5788.00 CURB, CONCRETE, REMOVE | | | 0016 202-03783 1.000 EACH | 210.00000 210.00| 210.00000 210.00| 210.00000 210.00 SIGN, PANEL, REMOVE | | | 0017 202-51328 LUMP | 50000.00000 50000.00| 190000.00000 190000.00| 150000.00000 150000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0018 202-51368 20.000 SYS | 175.00000 3500.00| 40.00000 800.00| 20.00000 400.00 SLOPEWALL, REMOVE | | | 0019 202-74035 1.000 EACH | 55.00000 55.00| 55.00000 55.00| 55.00000 55.00 SIGN, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 311 -3 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -31982-A COUNTIES : LAKE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1106884 |( 3 ) 35-1035114 |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY I |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-74050 13.000 EACH | 645.00000 8385.00| 645.00000 8385.00| 645.00000 8385.00 SIGN, OVERHEAD, REMOVE | | | 0021 202-74055 1.000 EACH | 3210.00000 3210.00| 3210.00000 3210.00| 3210.00000 3210.00 OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | 0022 202-93763 10.000 EACH | 341.00000 3410.00| 341.00000 3410.00| 341.00000 3410.00 LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0023 202-96133 34.000 LFT | 14.00000 476.00| 32.00000 1088.00| 13.00000 442.00 PIPE, REMOVE | | | 0024 203-02000 5615.000 CYS | 16.00000 89840.00| 18.00000 101070.00| 13.50000 75802.50 EXCAVATION, COMMON | | | 0025 205-06932 30.000 LFT | 21.85000 655.50| 21.85000 655.50| 21.85000 655.50 TEMPORARY CHECK DAM, STRAW BALES | | | 0026 205-06933 1.000 EACH | 100.00000 100.00| 100.00000 100.00| 100.00000 100.00 TEMPORARY DITCH INLET PROTECTION | | | 0027 205-06937 4722.000 LFT | 2.00000 9444.00| 1.74000 8216.28| 1.74000 8216.28 TEMPORARY SILT FENCE | | | 0028 206-51225 99.000 CYS | 50.00000 4950.00| 22.60000 2237.40| 12.00000 1188.00 EXCAVATION, DRY | | | 0029 207-08262 16020.000 SYS | 6.00000 96120.00| 6.45000 103329.00| 1.00000 16020.00 SUBGRADE TREATMENT, TYPE I | | | 0030 211-02050 375.000 CYS | 40.00000 15000.00| 31.85000 11943.75| 18.00000 6750.00 B BORROW | | | 0031 211-06467 16.000 CYS | 140.00000 2240.00| 44.00000 704.00| 135.00000 2160.00 AGGREGATE FOR END BENT BACKFILL | | | 0032 211-09194 56.000 TON | 60.00000 3360.00| 17.85000 999.60| 23.00000 1288.00 B BORROW | | | 0033 211-09264 17.600 CYS | 58.00000 1020.80| 31.85000 560.56| 40.00000 704.00 STRUCTURE BACKFILL, TYPE 1 | | | 0034 211-09266 710.000 CYS | 33.00000 23430.00| 31.85000 22613.50| 18.00000 12780.00 STRUCTURE BACKFILL, TYPE 3 | | | 0035 302-07455 24.000 CYS | 70.00000 1680.00| 55.00000 1320.00| 65.00000 1560.00 DENSE GRADED SUBBASE | | | 0036 303-01180 1250.000 TON | 18.00000 22500.00| 22.10000 27625.00| 22.50000 28125.00 COMPACTED AGGREGATE, NO. 53 | | | 0037 306-08043 475.000 SYS | 4.65000 2208.75| 10.20000 4845.00| 7.95000 3776.25 MILLING, TRANSITION | | | 0038 401-07334 1470.000 TON | 86.50000 127155.00| 77.00000 113190.00| 77.00000 113190.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0039 401-07403 1995.000 TON | 75.50000 150622.50| 63.00000 125685.00| 63.00000 125685.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0040 401-07408 7110.000 TON | 53.00000 376830.00| 57.00000 405270.00| 57.00000 405270.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 311 -4 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -31982-A COUNTIES : LAKE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1106884 |( 3 ) 35-1035114 |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY I |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 402-07453 859.000 TON | 64.75000 55620.25| 102.00000 87618.00| 64.00000 54976.00 HMA FOR TEMPORARY PAVEMENT | | | 0042 406-05520 13.500 TON | 415.00000 5602.50| 800.00000 10800.00| 800.00000 10800.00 ASPHALT FOR TACK COAT | | | 0043 601-01522 2.000 EACH | 2230.00000 4460.00| 2215.00000 4430.00| 2215.00000 4430.00 GUARDRAIL TRANSITION TYPE TGB | | | 0044 601-06224 1.000 EACH | 26450.00000 26450.00| 30000.00000 30000.00| 30000.00000 30000.00 IMPACT ATTENUATOR, CR, W1, TL-2 | | | 0045 601-06246 1.000 EACH | 17600.00000 17600.00| 19000.00000 19000.00| 19000.00000 19000.00 IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0047 601-06454 1.000 EACH | 2900.00000 2900.00| 1800.00000 1800.00| 1800.00000 1800.00 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R2, W1, TL-3 | | | 0048 601-94689 1.000 EACH | 3260.00000 3260.00| 2550.00000 2550.00| 2550.00000 2550.00 GUARDRAIL END TREATMENT, OS | | | 0049 601-94689 1.000 EACH | 660.00000 660.00| 675.00000 675.00| 675.00000 675.00 GUARDRAIL END TREATMENT, OS , SPARE | | | PARTS PACKAGE | | | 0050 601-99105 682.000 LFT | 21.00000 14322.00| 17.35000 11832.70| 17.35000 11832.70 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0051 601-99123 1.000 EACH | 3570.00000 3570.00| 2830.00000 2830.00| 2830.00000 2830.00 GUARDRAIL TRANSITION, GP | | | 0052 601-99132 1.000 EACH | 180.00000 180.00| 70.00000 70.00| 70.00000 70.00 GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0053 602-02099 1.000 EACH | 9000.00000 9000.00| 5000.00000 5000.00| 6700.00000 6700.00 MEDIAN BARRIER RAIL TRANSITION, MODIFIE | | | 0054 602-02099 1.000 EACH | 4500.00000 4500.00| 2500.00000 2500.00| 2400.00000 2400.00 MEDIAN BARRIER RAIL TRANSITION, | | | MODIFIED , TYPE II | | | 0055 602-06646 1335.000 LFT | 29.00000 38715.00| 15.25000 20358.75| 12.00000 16020.00 TEMPORARY CONCRETE BARRIER | | | 0056 602-06646 1160.000 LFT | 44.00000 51040.00| 19.25000 22330.00| 15.00000 17400.00 TEMPORARY CONCRETE BARRIER , ANCHORED | | | 0057 602-06729 12.000 EACH | 14.00000 168.00| 24.00000 288.00| 10.00000 120.00 BARRIER DELINEATOR | | | 0058 602-06976 150.000 LFT | 440.00000 66000.00| 162.00000 24300.00| 300.00000 45000.00 BARRIER, CONCRETE, 45 IN., MODIFIED , | | | TYPE I | | | 0059 602-06976 175.000 LFT | 128.00000 22400.00| 107.00000 18725.00| 125.00000 21875.00 BARRIER, CONCRETE, 45 IN., MODIFIED , | | | TYPE II | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 311 -5 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -31982-A COUNTIES : LAKE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1106884 |( 3 ) 35-1035114 |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY I |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 602-06976 115.000 LFT | 460.00000 52900.00| 163.00000 18745.00| 300.00000 34500.00 BARRIER, CONCRETE, 45 IN., MODIFIED , | | | TYPE III | | | 0061 602-08605 94.500 LFT | 130.18000 12302.01| 107.00000 10111.50| 90.00000 8505.00 CONCRETE BARRIER, 33 IN. | | | 0062 602-91266 228.000 LFT | 79.50000 18126.00| 82.00000 18696.00| 125.00000 28500.00 MEDIAN BARRIER, CONCRETE, MODIFIED , | | | TYPE II | | | 0063 603-06045 233.000 LFT | 16.00000 3728.00| 16.00000 3728.00| 16.00000 3728.00 FENCE, CHAIN LINK, 48 IN. | | | 0064 605-06120 1226.000 LFT | 18.00000 22068.00| 14.85000 18206.10| 30.00000 36780.00 CURB, CONCRETE | | | 0065 605-06150 321.000 LFT | 22.00000 7062.00| 19.10000 6131.10| 25.00000 8025.00 CURB AND GUTTER, C, CONCRETE | | | 0066 605-06255 127.000 SYS | 80.00000 10160.00| 71.50000 9080.50| 75.00000 9525.00 CENTER CURB, D, CONCRETE | | | 0067 607-06335 440.000 LFT | 43.50000 19140.00| 28.25000 12430.00| 30.00000 13200.00 PAVED SIDE DITCH, A | | | 0068 609-06257 145.000 SYS | 60.00000 8700.00| 67.00000 9715.00| 100.00000 14500.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0069 615-06500 1.000 EACH | 884.00000 884.00| 650.00000 650.00| 650.00000 650.00 MONUMENT, A | | | 0070 615-06505 8.000 EACH | 884.00000 7072.00| 704.00000 5632.00| 704.00000 5632.00 MONUMENT, B | | | 0071 615-06515 1.000 EACH | 105.00000 105.00| 270.00000 270.00| 270.00000 270.00 MONUMENT, D | | | 0072 616-02320 46.000 SYS | 3.30000 151.80| 4.00000 184.00| 4.00000 184.00 GEOTEXTILES | | | 0073 616-51367 196.000 SYS | 148.00000 29008.00| 55.00000 10780.00| 75.00000 14700.00 SLOPEWALL, CONCRETE, 4 IN. | | | 0074 621-01004 2.000 EACH | 500.00000 1000.00| 500.00000 1000.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0075 621-06545 0.800 TON | 1940.00000 1552.00| 1940.00000 1552.00| 1940.00000 1552.00 FERTILIZER | | | 0076 621-06554 200.000 LBS | 3.44000 688.00| 3.44000 688.00| 3.44000 688.00 SEED MIXTURE, U | | | 0077 621-06557 196.000 LBS | 5.95000 1166.20| 5.95000 1166.20| 5.95000 1166.20 SEED MIXTURE, T | | | 0078 621-06565 7.600 TON | 418.00000 3176.80| 418.00000 3176.80| 418.00000 3176.80 MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 311 -6 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -31982-A COUNTIES : LAKE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1106884 |( 3 ) 35-1035114 |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY I |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 621-06567 4.300 kGAL | 1.00000 4.30| 1.00000 4.30| 1.00000 4.30 WATER | | | 0080 621-06570 597.000 CYS | 35.00000 20895.00| 31.50000 18805.50| 23.00000 13731.00 TOP SOIL | | | 0081 621-06575 5373.000 SYS | 3.70000 19880.10| 3.70000 19880.10| 3.70000 19880.10 SODDING, NURSERY | | | 0082 628-09402 12.000 MOS | 3000.00000 36000.00| 2500.00000 30000.00| 1565.00000 18780.00 FIELD OFFICE, B | | | 0083 701-51195 1810.000 LFT | 35.00000 63350.00| 47.00000 85070.00| 30.00000 54300.00 PILE, STEEL H, HP 12" X 53 | | | 0084 701-91792 16.000 EACH | 140.00000 2240.00| 87.00000 1392.00| 75.00000 1200.00 PILE TIP, STEEL H | | | 0085 702-51005 101.300 CYS | 1000.00000 101300.00| 650.00000 65845.00| 800.00000 81040.00 CONCRETE, A, SUBSTRUCTURE | | | 0086 702-51015 8.500 CYS | 800.00000 6800.00| 650.00000 5525.00| 500.00000 4250.00 CONCRETE, B, FOOTINGS | | | 0087 702-51863 114.000 EACH | 15.00000 1710.00| 15.00000 1710.00| 10.00000 1140.00 FIELD DRILLED HOLE IN CONCRETE | | | 0088 703-06028 2335.000 LBS | 2.33000 5440.55| 0.98000 2288.30| 2.25000 5253.75 REINFORCING BARS | | | 0089 703-06029 46334.000 LBS | 1.26000 58380.84| 1.09000 50504.06| 2.10000 97301.40 REINFORCING BARS, EPOXY COATED | | | 0090 704-51002 108.700 CYS | 600.00000 65220.00| 650.00000 70655.00| 1200.00000 130440.00 CONCRETE, C, SUPERSTRUCTURE | | | 0091 706-05732 2.000 EACH | 2000.00000 4000.00| 1850.00000 3700.00| 1800.00000 3600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0092 706-51020 23.500 CYS | 700.00000 16450.00| 650.00000 15275.00| 1050.00000 24675.00 CONCRETE, C, RAILING | | | 0093 707-05979 700.000 SFT | 74.00000 51800.00| 53.50000 37450.00| 125.00000 87500.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 27 IN. X 48 IN. | | | 0094 709-51821 LUMP | 6760.00000 6760.00| 3750.00000 3750.00| 6232.00000 6232.00 SURFACE SEAL | | | 0095 710-51864 30.000 EACH | 60.00000 1800.00| 30.00000 900.00| 85.00000 2550.00 FIELD DRILLED HOLE | | | 0096 711-04121 28.000 EACH | 215.18000 6025.04| 25.00000 700.00| 75.00000 2100.00 ANCHOR BOLT, AB1 | | | 0097 711-51038 LUMP | 168687.43000 168687.43| 140000.00000 140000.00| 350000.00000 350000.00 STRUCTURAL STEEL | | | 0098 711-51075 2.000 EACH | 80.00000 160.00| 36.00000 72.00| 75.00000 150.00 ANCHOR PLATE, AP 2 | | | 0099 711-51080 4.000 EACH | 80.00000 320.00| 37.00000 148.00| 75.00000 300.00 ANCHOR PLATE, AP 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 311 -7 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -31982-A COUNTIES : LAKE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1106884 |( 3 ) 35-1035114 |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY I |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 715-05154 12.000 LFT | 55.00000 660.00| 105.00000 1260.00| 45.00000 540.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0101 715-05407 61.000 LFT | 5.00000 305.00| 10.00000 610.00| 15.00000 915.00 PIPE, END BENT DRAIN, 6 IN. | | | 0102 715-46015 1.000 EACH | 700.00000 700.00| 500.00000 500.00| 375.00000 375.00 PIPE END SECTION, 21 IN. | | | 0103 715-46020 1.000 EACH | 700.00000 700.00| 500.00000 500.00| 425.00000 425.00 PIPE END SECTION, 24 IN. | | | 0104 720-44080 1.000 EACH | 650.00000 650.00| 1500.00000 1500.00| 750.00000 750.00 CASTING, 15, FURNISH AND ADJUST TO GRAD | | | 0105 724-03276 34.000 LFT | 120.00000 4080.00| 76.00000 2584.00| 60.00000 2040.00 EXPANSION JOINT SEALING SYSTEM | | | 0106 724-04163 91.000 LFT | 120.00000 10920.00| 157.00000 14287.00| 167.00000 15197.00 STRUCTURAL EXPANSION JOINT SEAL, REPLAC | | | 0107 731-93945 1800.000 SFT | 22.00000 39600.00| 21.00000 37800.00| 20.00000 36000.00 FACE PANELS, CONCRETE | | | 0108 731-93946 1800.000 SFT | 40.00000 72000.00| 13.90000 25020.00| 20.00000 36000.00 WALL ERECTION | | | 0109 731-93947 175.000 LFT | 35.00000 6125.00| 17.65000 3088.75| 15.00000 2625.00 LEVELING PAD, CONCRETE | | | 0110 801-01093 3.000 EACH | 575.00000 1725.00| 575.00000 1725.00| 300.00000 900.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0111 801-01504 10.000 EACH | 65.00000 650.00| 65.00000 650.00| 75.00000 750.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0112 801-04308 3.000 EACH | 355.00000 1065.00| 355.00000 1065.00| 350.00000 1050.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0113 801-04746 1.000 EACH | 6495.00000 6495.00| 8900.00000 8900.00| 8900.00000 8900.00 ENERGY ABSORBING TERMINAL, CZ | | | 0114 801-06207 29355.000 LFT | 0.97000 28474.35| 0.97000 28474.35| 0.85000 24951.75 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0115 801-06577 33.000 LFT | 5.82000 192.06| 5.82000 192.06| 5.00000 165.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | 0116 801-06640 47.000 EACH | 145.00000 6815.00| 145.00000 6815.00| 125.00000 5875.00 CONSTRUCTION SIGN, A | | | 0117 801-06645 3.000 EACH | 55.00000 165.00| 55.00000 165.00| 65.00000 195.00 CONSTRUCTION SIGN, B | | | 0118 801-06710 200.000 DAY | 5.50000 1100.00| 5.50000 1100.00| 15.00000 3000.00 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 311 -8 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -31982-A COUNTIES : LAKE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1106884 |( 3 ) 35-1035114 |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY I |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0119 801-06775 LUMP | 49000.00000 49000.00| 100000.00000 100000.00| 75000.00000 75000.00 MAINTAINING TRAFFIC | | | 0120 801-07118 192.000 LFT | 11.55000 2217.60| 11.55000 2217.60| 12.00000 2304.00 BARRICADE, III-A | | | 0121 801-07119 72.000 LFT | 12.75000 918.00| 12.75000 918.00| 13.00000 936.00 BARRICADE, III-B | | | 0122 801-08508 540.000 LFT | 40.80000 22032.00| 19.25000 10395.00| 15.00000 8100.00 TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0123 802-02475 1.000 EACH | 641.00000 641.00| 641.00000 641.00| 641.00000 641.00 SIGN, PANEL, REMOVE AND RELOCATE | | | 0124 802-05701 108.100 LFT | 12.00000 1297.20| 12.00000 1297.20| 12.00000 1297.20 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0125 802-05702 19.700 LFT | 14.00000 275.80| 14.00000 275.80| 14.00000 275.80 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0126 802-07057 4647.000 SFT | 24.00000 111528.00| 24.00000 111528.00| 24.00000 111528.00 SIGN, PANEL, WITH LEGEND | | | 0127 802-07151 10.000 EACH | 502.00000 5020.00| 502.00000 5020.00| 502.00000 5020.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0128 802-07153 5.000 EACH | 545.00000 2725.00| 545.00000 2725.00| 545.00000 2725.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XI | | | 0129 802-07271 1.000 EACH | 6320.00000 6320.00| 6320.00000 6320.00| 6320.00000 6320.00 BOX TRUSS SIGN FOUNDATION, V-A | | | 0130 802-07275 2.000 EACH | 6420.00000 12840.00| 6420.00000 12840.00| 6420.00000 12840.00 BOX TRUSS SIGN FOUNDATION, V-C | | | 0131 802-07278 1.000 EACH | 6600.00000 6600.00| 6600.00000 6600.00| 6600.00000 6600.00 BOX TRUSS SIGN FOUNDATION, V-D | | | 0132 802-76025 23.000 SFT | 14.00000 322.00| 14.00000 322.00| 14.00000 322.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0133 802-76035 132.900 SFT | 15.12000 2009.45| 15.12000 2009.45| 15.12000 2009.45 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0134 802-76095 3500.000 LBS | 4.32000 15120.00| 4.32000 15120.00| 4.32000 15120.00 STRUCTURAL STEEL, BREAKAWAY | | | 0135 802-76110 2.000 EACH | 64620.00000 129240.00| 64620.00000 129240.00| 64620.00000 129240.00 SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0136 804-06770 2.000 EACH | 35.00000 70.00| 25.00000 50.00| 35.00000 70.00 DELINEATOR POST | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 311 -9 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -31982-A COUNTIES : LAKE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1106884 |( 3 ) 35-1035114 |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY I |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0137 805-02503 960.000 LFT | 0.42000 403.20| 0.42000 403.20| 0.42000 403.20 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0138 805-06592 745.000 LFT | 11.11000 8276.95| 11.11000 8276.95| 11.11000 8276.95 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0139 805-78205 1.000 EACH | 800.00000 800.00| 800.00000 800.00| 800.00000 800.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0140 805-78230 1.000 EACH | 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0141 805-78485 25.000 LFT | 10.00000 250.00| 10.00000 250.00| 10.00000 250.00 SIGNAL CABLE, 5C 14GA. | | | 0142 805-78490 12.000 LFT | 10.00000 120.00| 10.00000 120.00| 10.00000 120.00 SIGNAL CABLE, 7C 14GA. | | | 0143 805-78510 280.000 LFT | 2.00000 560.00| 2.00000 560.00| 2.00000 560.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0144 805-78785 2.000 EACH | 541.00000 1082.00| 541.00000 1082.00| 541.00000 1082.00 SIGNAL DETECTOR HOUSING | | | 0145 805-78795 320.000 LFT | 8.20000 2624.00| 8.20000 2624.00| 8.20000 2624.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0146 805-86889 1360.000 LFT | 0.80000 1088.00| 0.80000 1088.00| 0.80000 1088.00 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0147 805-98336 445.000 LFT | 9.00000 4005.00| 9.00000 4005.00| 9.00000 4005.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0148 807-02191 6.000 EACH | 652.00000 3912.00| 652.00000 3912.00| 652.00000 3912.00 HANDHOLE, LIGHTING | | | 0149 807-02428 10.000 EACH | 796.00000 7960.00| 796.00000 7960.00| 796.00000 7960.00 CONCRETE FOUNDATION WITH GROUNDING, 30 | | | IN. X 30 IN. X 96 IN. | | | 0150 807-07580 2395.000 LFT | 9.00000 21555.00| 9.00000 21555.00| 9.00000 21555.00 WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0151 807-82005 1.000 EACH | 510.00000 510.00| 510.00000 510.00| 510.00000 510.00 SIGN CIRCUIT INSTALLATION, BOX TRUSS, 6 | | | LUMINAIRES | | | 0152 807-83866 1.000 EACH | 1645.00000 1645.00| 1645.00000 1645.00| 1645.00000 1645.00 LIGHT POLE, 44 FT. E.M.H., 15.0 FT. | | | MAST ARM, ANCHOR BASE | | | 0153 807-83918 1.000 EACH | 1700.00000 1700.00| 1700.00000 1700.00| 1700.00000 1700.00 LIGHT POLE, 46 FT. E.M.H., 15.0 FT. | | | MAST ARM, ANCHOR BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 311 -10 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -31982-A COUNTIES : LAKE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1106884 |( 3 ) 35-1035114 |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY I |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0154 807-85762 3.000 EACH | 1700.00000 5100.00| 1700.00000 5100.00| 1700.00000 5100.00 LIGHT POLE, 40 FT. E.M.H., 15.0 FT. | | | MAST ARM, BREAKAWAY BASE | | | 0155 807-85816 5.000 EACH | 1725.00000 8625.00| 1725.00000 8625.00| 1725.00000 8625.00 LIGHT POLE, 42 FT. E.M.H., 16.0 FT. | | | MAST ARM, BREAKAWAY BASE | | | 0156 807-86620 10.000 EACH | 325.00000 3250.00| 325.00000 3250.00| 325.00000 3250.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0157 807-86810 1.000 EACH | 3941.00000 3941.00| 3941.00000 3941.00| 3941.00000 3941.00 SERVICE POINT, II | | | 0158 807-86910 12.000 EACH | 21.00000 252.00| 21.00000 252.00| 21.00000 252.00 CONNECTOR KIT, UNFUSED | | | 0159 807-86915 14.000 EACH | 23.00000 322.00| 23.00000 322.00| 23.00000 322.00 CONNECTOR KIT, FUSED | | | 0160 807-86920 21.000 EACH | 17.00000 357.00| 17.00000 357.00| 17.00000 357.00 MULTIPLE COMPRESSION FITTING, | | | NON-WATERPROOFED | | | 0161 807-86925 24.000 EACH | 25.00000 600.00| 25.00000 600.00| 25.00000 600.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0162 807-86930 23.000 EACH | 20.00000 460.00| 20.00000 460.00| 20.00000 460.00 INSULATION LINK, NONWATERPROOFED | | | 0163 807-86935 24.000 EACH | 24.00000 576.00| 24.00000 576.00| 24.00000 576.00 INSULATION LINK, WATERPROOFED | | | 0164 808-06701 344.000 LFT | 0.32000 110.08| 0.32000 110.08| 0.35000 120.40 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0165 808-06705 6120.000 LFT | 0.65000 3978.00| 0.65000 3978.00| 0.58000 3549.60 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0166 808-75245 1400.000 LFT | 0.32000 448.00| 0.32000 448.00| 0.35000 490.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0167 808-75260 1117.000 LFT | 1.80000 2010.60| 1.80000 2010.60| 2.00000 2234.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0168 808-75272 180.000 LFT | 3.55000 639.00| 3.55000 639.00| 4.00000 720.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | | 0169 808-75297 24.000 LFT | 3.68000 88.32| 3.68000 88.32| 4.00000 96.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 311 -11 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -31982-A COUNTIES : LAKE LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1106884 |( 3 ) 35-1035114 |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY I |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0170 808-75320 7.000 EACH | 69.00000 483.00| 69.00000 483.00| 70.00000 490.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0171 808-75325 5.000 EACH | 89.00000 445.00| 89.00000 445.00| 90.00000 450.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0172 701-06011 2.000 EACH | 4000.00000 8000.00| 5500.00000 11000.00| 4000.00000 8000.00 DYNAMIC PILE LOAD TEST | | | 0173 701-06012 2.000 EACH | 1800.00000 3600.00| 2300.00000 4600.00| 800.00000 1600.00 TEST PILE, RESTRIKE | | | 0174 701-06027 2.000 EACH | 2500.00000 5000.00| 2300.00000 4600.00| 1600.00000 3200.00 TEST PILE | | | 0175 807-82007 1.000 EACH | 625.00000 625.00| 625.00000 625.00| 625.00000 625.00 SIGN CIRCUIT INSTALLATION, BOX TRUSS, 8 | | | LUMINAIRES | | | 0176 802-76170 110.000 LFT | 185.00000 20350.00| 185.00000 20350.00| 185.00000 20350.00 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (BOX TRUSS) | | | 0177 801-03290 6.000 EACH | 195.00000 1170.00| 195.00000 1170.00| 250.00000 1500.00 CONSTRUCTION SIGN, C | | | 0178 808-06716 4000.000 LFT | 0.98000 3920.00| 0.98000 3920.00| 0.75000 3000.00 LINE, REMOVE | | | 0179 808-75994 40.000 EACH | 6.50000 260.00| 6.50000 260.00| 10.00000 400.00 PRISMATIC REFLECTOR | | | 0180 801-94295 5.000 EACH | 145.00000 725.00| 145.00000 725.00| 145.00000 725.00 SIGNAL HEAD, RELOCATE | | | 0181 807-86950 12.000 EACH | 65.00000 780.00| 65.00000 780.00| 65.00000 780.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0182 807-02109 14.000 EACH | 574.00000 8036.00| 574.00000 8036.00| 574.00000 8036.00 LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, WITH VANDAL SHIELD, 250 | | | WATT | | | SECTION TOTALS | $ 3,191,779.33| $ 3,192,267.56| $ 3,290,979.13 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,191,779.33| $ 3,192,267.56| $ 3,290,979.13 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 321 -1 VENDOR RANKING CALL ORDER : 321 CONTRACT ID : R -32125-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : ENHANCEMENT / BIKE FACILITIES COMPLETION DATE : 11/21/09 LOCATION : ON ALLISONVILLE ROAD FROM JCT OF BINFORD BLVD TO JCT OF PROJECT(S) : 0810003 82ND STREET AND VARIOUS LOCATIONS IN INDIANAPOLIS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 269,938.00 100.0000% 2 35-1139301 E & B PAVING INC $ 292,387.45 108.3165% 3 35-1561537 GLOBE ASPHALT PAVING CO $ 315,423.82 116.8505% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 419,000.00 155.2208% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 321 -2 TABULATION OF BIDS CALL ORDER : 321 CONTRACT ID : R -32125-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-1139301 |( 3 ) 35-1561537 |CALUMET CIVIL CONTRACTORS IN |E & B PAVING INC |GLOBE ASPHALT PAVING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT / BIKE FACILITIES | | | 0001 105-06845 LUMP | 2500.00000 2500.00| 3875.00000 3875.00| 7300.00000 7300.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 10000.00000 10000.00| 14500.00000 14500.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 210-04181 54.000 EACH | 398.00000 21492.00| 375.00000 20250.00| 300.00000 16200.00 BICYCLE RACK | | | 0009 301-07448 25.000 TON | 90.00000 2250.00| 50.00000 1250.00| 50.00000 1250.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0010 306-08033 18560.000 SYS | 1.25000 23200.00| 2.50000 46400.00| 1.50000 27840.00 MILLING, ASPHALT, 1 IN. | | | 0011 402-07433 1531.000 TON | 73.00000 111763.00| 70.00000 107170.00| 72.00000 110232.00 HMA SURFACE, TYPE B | | | 0012 406-05520 46.800 TON | 0.05000 2.34| 4.00000 187.20| 1.00000 46.80 ASPHALT FOR TACK COAT | | | 0013 801-06207 5000.000 LFT | 0.80000 4000.00| 0.81000 4050.00| 0.81000 4050.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0014 801-06640 208.000 EACH | 80.00000 16640.00| 80.00000 16640.00| 80.00000 16640.00 CONSTRUCTION SIGN, A | | | 0015 801-06710 15.000 DAY | 12.00000 180.00| 12.00000 180.00| 12.00000 180.00 FLASHING ARROW SIGN | | | 0016 801-06775 LUMP | 6946.43000 6946.43| 7200.00000 7200.00| 12000.00000 12000.00 MAINTAINING TRAFFIC | | | 0017 802-05701 1382.500 LFT | 13.00000 17972.50| 13.00000 17972.50| 29.00000 40092.50 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0018 802-76025 797.300 SFT | 15.11000 12047.20| 15.10000 12039.23| 30.00000 23919.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 321 -3 TABULATION OF BIDS CALL ORDER : 321 CONTRACT ID : R -32125-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-1139301 |( 3 ) 35-1561537 |CALUMET CIVIL CONTRACTORS IN |E & B PAVING INC |GLOBE ASPHALT PAVING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 808-03442 98.000 EACH | 85.00000 8330.00| 85.00000 8330.00| 85.00000 8330.00 PAVEMENT MESSAGE MARKINGS, PAINT, BIKE | | | SYMBOL , BIKE AND ARROW | | | 0020 808-03442 20.000 EACH | 100.00000 2000.00| 100.00000 2000.00| 100.00000 2000.00 PAVEMENT MESSAGE MARKINGS, PAINT, BIKE | | | SYMBOL , BIKE AND CHEVRON | | | 0021 808-03442 46.000 EACH | 80.00000 3680.00| 80.00000 3680.00| 80.00000 3680.00 PAVEMENT MESSAGE MARKINGS, PAINT, BIKE | | | SYMBOL , DIAMOND | | | 0022 808-04767 1356.000 LFT | 0.20000 271.20| 0.20000 271.20| 0.20000 271.20 LINE , PAINT, DOTTED, WHITE, 6 IN. | | | 0023 808-05866 4.000 SYS | 30.00000 120.00| 30.00000 120.00| 30.00000 120.00 PAVEMENT MESSAGE MARKING, REMOVE | | | 0024 808-06711 131.000 LFT | 0.12000 15.72| 0.11500 15.07| 0.11500 15.07 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0025 808-06712 905.000 LFT | 0.12000 108.60| 0.11500 104.08| 0.11500 104.08 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0026 808-06713 45890.000 LFT | 0.12000 5506.80| 0.11500 5277.35| 0.11500 5277.35 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0027 808-06714 7278.000 LFT | 0.12000 873.36| 0.11500 836.97| 0.11500 836.97 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0028 808-06716 55840.000 LFT | 0.24000 13401.60| 0.24000 13401.60| 0.24000 13401.60 LINE, REMOVE | | | 0029 808-06723 6.000 EACH | 80.00000 480.00| 80.00000 480.00| 80.00000 480.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0030 808-06724 5.000 EACH | 90.00000 450.00| 90.00000 450.00| 90.00000 450.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0031 808-75007 38015.000 LFT | 0.15000 5702.25| 0.15000 5702.25| 0.15000 5702.25 LINE, PAINT, SOLID, WHITE, 6 IN. | | | SECTION TOTALS | $ 269,938.00| $ 292,387.45| $ 315,423.82 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 269,938.00| $ 292,387.45| $ 315,423.82 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 321 -4 TABULATION OF BIDS CALL ORDER : 321 CONTRACT ID : R -32125-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT / BIKE FACILITIES | | | 0001 105-06845 LUMP | 3400.00000 3400.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 14573.97000 14573.97| | MOBILIZATION AND DEMOBILIZATION | | | 0008 210-04181 54.000 EACH | 1150.00000 62100.00| | BICYCLE RACK | | | 0009 301-07448 25.000 TON | 30.00000 750.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0010 306-08033 18560.000 SYS | 3.00000 55680.00| | MILLING, ASPHALT, 1 IN. | | | 0011 402-07433 1531.000 TON | 80.00000 122480.00| | HMA SURFACE, TYPE B | | | 0012 406-05520 46.800 TON | 550.00000 25740.00| | ASPHALT FOR TACK COAT | | | 0013 801-06207 5000.000 LFT | 1.20000 6000.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0014 801-06640 208.000 EACH | 80.00000 16640.00| | CONSTRUCTION SIGN, A | | | 0015 801-06710 15.000 DAY | 12.00000 180.00| | FLASHING ARROW SIGN | | | 0016 801-06775 LUMP | 6500.00000 6500.00| | MAINTAINING TRAFFIC | | | 0017 802-05701 1382.500 LFT | 29.00000 40092.50| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0018 802-76025 797.300 SFT | 30.00000 23919.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 321 -5 TABULATION OF BIDS CALL ORDER : 321 CONTRACT ID : R -32125-A COUNTIES : MARION LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 808-03442 98.000 EACH | 85.00000 8330.00| | PAVEMENT MESSAGE MARKINGS, PAINT, BIKE | | | SYMBOL , BIKE AND ARROW | | | 0020 808-03442 20.000 EACH | 100.00000 2000.00| | PAVEMENT MESSAGE MARKINGS, PAINT, BIKE | | | SYMBOL , BIKE AND CHEVRON | | | 0021 808-03442 46.000 EACH | 80.00000 3680.00| | PAVEMENT MESSAGE MARKINGS, PAINT, BIKE | | | SYMBOL , DIAMOND | | | 0022 808-04767 1356.000 LFT | 0.20000 271.20| | LINE , PAINT, DOTTED, WHITE, 6 IN. | | | 0023 808-05866 4.000 SYS | 30.00000 120.00| | PAVEMENT MESSAGE MARKING, REMOVE | | | 0024 808-06711 131.000 LFT | 0.12000 15.72| | LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0025 808-06712 905.000 LFT | 0.12000 108.60| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0026 808-06713 45890.000 LFT | 0.12000 5506.80| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0027 808-06714 7278.000 LFT | 0.12000 873.36| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0028 808-06716 55840.000 LFT | 0.24000 13401.60| | LINE, REMOVE | | | 0029 808-06723 6.000 EACH | 80.00000 480.00| | PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0030 808-06724 5.000 EACH | 90.00000 450.00| | PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0031 808-75007 38015.000 LFT | 0.15000 5702.25| | LINE, PAINT, SOLID, WHITE, 6 IN. | | | SECTION TOTALS | $ 419,000.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 419,000.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 371 -1 VENDOR RANKING CALL ORDER : 371 CONTRACT ID : B -29610-A COUNTIES : GRANT LETTING DATE : 08/12/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : BRIDGE REPLACEMENT COMPLETION DATE : 05/15/10 LOCATION : ON 2ND STREET OVER BACK CREEK PROJECT(S) : 9927021 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO INC $ 544,422.64 100.0000% 2 35-1310611 DUNCAN ROBERTSON INC $ 636,552.36 116.9225% 3 90-0177865 HIS CONSTRUCTORS LLC $ 834,914.70 153.3578% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 371 -2 TABULATION OF BIDS CALL ORDER : 371 CONTRACT ID : B -29610-A COUNTIES : GRANT LETTING DATE : 08/12/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1310611 |( 3 ) 90-0177865 |PRIMCO INC |DUNCAN ROBERTSON INC |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 5000.00000 5000.00| 20000.00000 20000.00| 5359.33000 5359.33 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 27221.13000 27221.13| 30000.00000 30000.00| 41250.00000 41250.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 10888.45000 10888.45| 18000.00000 18000.00| 16500.00000 16500.00 CLEARING RIGHT OF WAY | | | 0009 202-51330 LUMP | 36312.63000 36312.63| 40000.00000 40000.00| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE | | | 0010 202-91385 2.000 EACH | 99.00000 198.00| 500.00000 1000.00| 525.63000 1051.26 INLET, REMOVE | | | 0011 202-96133 170.000 LFT | 11.00000 1870.00| 5.00000 850.00| 25.12000 4270.40 PIPE, REMOVE | | | 0012 203-02000 227.000 CYS | 56.00000 12712.00| 20.00000 4540.00| 70.00000 15890.00 EXCAVATION, COMMON | | | 0013 205-06937 438.000 LFT | 3.65000 1598.70| 1.00000 438.00| 2.51000 1099.38 TEMPORARY SILT FENCE | | | 0014 206-51215 74.000 CYS | 100.00000 7400.00| 10.00000 740.00| 65.00000 4810.00 EXCAVATION, X | | | 0015 206-51230 511.000 CYS | 18.00000 9198.00| 50.00000 25550.00| 60.00000 30660.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0016 207-08265 699.000 SYS | 11.00000 7689.00| 9.00000 6291.00| 13.00000 9087.00 SUBGRADE TREATMENT, TYPE IIA | | | 0017 207-08267 128.000 SYS | 17.00000 2176.00| 9.00000 1152.00| 13.00000 1664.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0018 211-09264 43.000 CYS | 108.00000 4644.00| 40.00000 1720.00| 26.72000 1148.96 STRUCTURE BACKFILL, TYPE 1 | | | 0019 211-09265 151.000 CYS | 52.00000 7852.00| 50.00000 7550.00| 76.22000 11509.22 STRUCTURE BACKFILL, TYPE 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 371 -3 TABULATION OF BIDS CALL ORDER : 371 CONTRACT ID : B -29610-A COUNTIES : GRANT LETTING DATE : 08/12/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1310611 |( 3 ) 90-0177865 |PRIMCO INC |DUNCAN ROBERTSON INC |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 303-01180 98.000 TON | 46.00000 4508.00| 25.00000 2450.00| 76.52000 7498.96 COMPACTED AGGREGATE, NO. 53 | | | 0021 303-07449 16.000 TON | 40.00000 640.00| 25.00000 400.00| 62.33000 997.28 COMPACTED AGGREGATE, NO. 73 | | | 0022 306-08033 31.000 SYS | 20.00000 620.00| 10.00000 310.00| 25.00000 775.00 MILLING, ASPHALT, 1 IN. | | | 0023 402-07433 50.000 TON | 110.00000 5500.00| 80.00000 4000.00| 76.85000 3842.50 HMA SURFACE, TYPE B | | | 0024 402-07438 81.000 TON | 80.00000 6480.00| 60.00000 4860.00| 56.36000 4565.16 HMA INTERMEDIATE, TYPE B | | | 0025 402-07441 271.000 TON | 80.00000 21680.00| 60.00000 16260.00| 55.34000 14997.14 HMA BASE, TYPE B | | | 0026 406-05521 1776.000 SYS | 0.08000 142.08| 0.11000 195.36| 0.10000 177.60 ASPHALT FOR TACK COAT | | | 0027 502-06329 4.000 SYS | 145.00000 580.00| 250.00000 1000.00| 208.83000 835.32 PCCP, 12 IN. | | | 0028 601-01846 1.000 EACH | 1550.00000 1550.00| 2500.00000 2500.00| 1588.00000 1588.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0029 601-02800 2.000 EACH | 1095.00000 2190.00| 1400.00000 2800.00| 1122.00000 2244.00 GUARDRAIL TRANSITION, TGT | | | 0030 601-02800 2.000 EACH | 1480.00000 2960.00| 1925.00000 3850.00| 1515.00000 3030.00 GUARDRAIL TRANSITION, TGT , MODIFIED | | | 0031 601-03677 2.000 EACH | 810.00000 1620.00| 1100.00000 2200.00| 830.00000 1660.00 ANCHOR, TYPE 5 | | | 0032 601-94689 1.000 EACH | 2310.00000 2310.00| 2500.00000 2500.00| 2367.00000 2367.00 GUARDRAIL END TREATMENT, OS | | | 0033 601-99105 12.500 LFT | 15.70000 196.25| 28.00000 350.00| 16.00000 200.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0034 604-91531 10.000 SYS | 49.00000 490.00| 100.00000 1000.00| 92.35000 923.50 SIDEWALK, CONCRETE, 4 IN. | | | 0035 605-06100 61.000 LFT | 20.00000 1220.00| 50.00000 3050.00| 58.37000 3560.57 CURB, INTEGRAL, C, CONCRETE | | | 0036 605-06140 59.000 LFT | 26.00000 1534.00| 50.00000 2950.00| 59.77000 3526.43 CURB AND GUTTER, CONCRETE | | | 0037 609-06259 128.000 SYS | 105.00000 13440.00| 100.00000 12800.00| 142.42000 18229.76 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0038 610-07487 20.000 TON | 110.00000 2200.00| 85.00000 1700.00| 76.85000 1537.00 HMA FOR APPROACHES, TYPE B | | | 0039 610-08446 55.000 SYS | 60.00000 3300.00| 100.00000 5500.00| 73.94000 4066.70 PCCP FOR APPROACHES, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 371 -4 TABULATION OF BIDS CALL ORDER : 371 CONTRACT ID : B -29610-A COUNTIES : GRANT LETTING DATE : 08/12/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1310611 |( 3 ) 90-0177865 |PRIMCO INC |DUNCAN ROBERTSON INC |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 615-06490 9.000 EACH | 122.00000 1098.00| 175.00000 1575.00| 125.00000 1125.00 RIGHT OF WAY MARKER | | | 0041 616-02320 347.000 SYS | 2.50000 867.50| 4.00000 1388.00| 2.33000 808.51 GEOTEXTILES | | | 0042 616-05688 469.000 TON | 60.00000 28140.00| 50.00000 23450.00| 70.55000 33087.95 RIPRAP, CLASS 1 | | | 0043 621-01004 3.000 EACH | 850.00000 2550.00| 200.00000 600.00| 384.27000 1152.81 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 0.100 TON | 1925.00000 192.50| 2000.00000 200.00| 3156.20000 315.62 FERTILIZER | | | 0045 621-06557 46.000 LBS | 9.90000 455.40| 11.00000 506.00| 16.24000 747.04 SEED MIXTURE, T | | | 0046 621-06565 1.200 TON | 680.00000 816.00| 750.00000 900.00| 722.43000 866.92 MULCHING MATERIAL | | | 0047 621-06567 11.000 kGAL | 1.00000 11.00| 1.10000 12.10| 1.02000 11.22 WATER | | | 0048 621-06575 916.000 SYS | 4.20000 3847.20| 5.00000 4580.00| 5.45000 4992.20 SODDING, NURSERY | | | 0049 628-09401 9.000 MOS | 2500.00000 22500.00| 1500.00000 13500.00| 1800.00000 16200.00 FIELD OFFICE, A | | | 0050 701-01849 534.000 LFT | 45.00000 24030.00| 50.00000 26700.00| 90.00000 48060.00 PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 312 IN., 14 IN. | | | 0051 702-51005 90.000 CYS | 525.00000 47250.00| 750.00000 67500.00| 1309.00000 117810.00 CONCRETE, A, SUBSTRUCTURE | | | 0052 703-51030 8338.000 LBS | 1.15000 9588.70| 0.90000 7504.20| 0.86000 7170.68 REINFORCING STEEL | | | 0053 703-51032 18738.000 LBS | 1.10000 20611.80| 0.90000 16864.20| 0.95000 17801.10 REINFORCING STEEL, EPOXY COATED | | | 0054 704-51002 152.000 CYS | 530.00000 80560.00| 750.00000 114000.00| 1250.00000 190000.00 CONCRETE, C, SUPERSTRUCTURE | | | 0055 706-06347 104.000 LFT | 162.00000 16848.00| 145.00000 15080.00| 166.00000 17264.00 RAILING, CF-1 | | | 0056 707-01065 LUMP | 43000.00000 43000.00| 75000.00000 75000.00| 85400.00000 85400.00 POST-TENSIONING | | | 0057 709-51821 LUMP | 1278.00000 1278.00| 3000.00000 3000.00| 2664.29000 2664.29 SURFACE SEAL | | | 0058 715-05119 8.000 LFT | 70.00000 560.00| 25.00000 200.00| 75.76000 606.08 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0059 715-05147 10.000 LFT | 28.00000 280.00| 20.00000 200.00| 58.27000 582.70 PIPE, TYPE 2, CIRCULAR, 8 IN. , PVC, | | | SCHEDULE 40 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 371 -5 TABULATION OF BIDS CALL ORDER : 371 CONTRACT ID : B -29610-A COUNTIES : GRANT LETTING DATE : 08/12/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1310611 |( 3 ) 90-0177865 |PRIMCO INC |DUNCAN ROBERTSON INC |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 715-05149 121.000 LFT | 31.00000 3751.00| 35.00000 4235.00| 50.86000 6154.06 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0061 715-05407 144.000 LFT | 16.00000 2304.00| 10.00000 1440.00| 10.76000 1549.44 PIPE, END BENT DRAIN, 6 IN. | | | 0062 715-07317 2.000 EACH | 3400.00000 6800.00| 3000.00000 6000.00| 3157.63000 6315.26 CHECK VALVE , ELASTOMERIC, 14 IN. | | | 0063 715-07317 1.000 EACH | 4200.00000 4200.00| 4000.00000 4000.00| 4580.59000 4580.59 CHECK VALVE , ELASTOMERIC, 18 IN. | | | 0064 715-91361 39.000 LFT | 29.00000 1131.00| 15.00000 585.00| 55.37000 2159.43 PIPE, PVC, 6 IN. | | | 0065 720-44000 2.000 EACH | 270.00000 540.00| 500.00000 1000.00| 1094.37000 2188.74 CASTING, ADJUST TO GRADE | | | 0066 720-45275 1.000 EACH | 1100.00000 1100.00| 1500.00000 1500.00| 1173.79000 1173.79 PIPE CATCH BASIN, 24 IN. | | | 0067 720-98174 1.000 EACH | 2100.00000 2100.00| 2500.00000 2500.00| 2338.30000 2338.30 INLET, B15 | | | 0068 720-99417 1.000 EACH | 2100.00000 2100.00| 2500.00000 2500.00| 2382.41000 2382.41 CATCH BASIN, C15 | | | 0069 801-04308 3.000 EACH | 358.00000 1074.00| 375.00000 1125.00| 353.53000 1060.59 ROAD CLOSURE SIGN ASSEMBLY | | | 0070 801-06625 16.000 EACH | 93.00000 1488.00| 100.00000 1600.00| 107.60000 1721.60 DETOUR ROUTE MARKER ASSEMBLY | | | 0071 801-06640 4.000 EACH | 271.00000 1084.00| 300.00000 1200.00| 141.41000 565.64 CONSTRUCTION SIGN, A | | | 0072 801-06775 LUMP | 2092.40000 2092.40| 5000.00000 5000.00| 7500.00000 7500.00 MAINTAINING TRAFFIC | | | 0073 801-07118 72.000 LFT | 9.15000 658.80| 10.00000 720.00| 11.53000 830.16 BARRICADE, III-A | | | 0074 801-07119 72.000 LFT | 11.85000 853.20| 13.00000 936.00| 12.86000 925.92 BARRICADE, III-B | | | 0075 802-05701 20.000 LFT | 14.00000 280.00| 22.00000 440.00| 14.35000 287.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0076 808-06714 198.000 LFT | 2.05000 405.90| 2.25000 445.50| 2.51000 496.98 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0077 808-06726 10.000 LFT | 5.10000 51.00| 5.50000 55.00| 9.22000 92.20 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | SECTION TOTALS | $ 544,422.64| $ 636,552.36| $ 834,914.70 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 544,422.64| $ 636,552.36| $ 834,914.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 381 -1 VENDOR RANKING CALL ORDER : 381 CONTRACT ID : B -29683-A COUNTIES : HENRY LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : BRIDGE REPLACEMENT COMPLETION DATE : 10/01/10 LOCATION : ON CR 500S OVER GLUE RUN, 0.25 MILE EAST OF JUNCTION OF PROJECT(S) : 9933045 WILBUR WRIGHT ROAD ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 430,200.00 100.0000% 2 35-1310611 DUNCAN ROBERTSON INC $ 448,880.00 104.3422% 3 90-0177865 HIS CONSTRUCTORS LLC $ 535,280.29 124.4259% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 595,027.31 138.3141% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 381 -2 TABULATION OF BIDS CALL ORDER : 381 CONTRACT ID : B -29683-A COUNTIES : HENRY LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-1310611 |( 3 ) 90-0177865 |CALUMET CIVIL CONTRACTORS IN |DUNCAN ROBERTSON INC |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 3700.00000 3700.00| 4500.00000 4500.00| 6054.39000 6054.39 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 22000.00000 22000.00| 17000.00000 17000.00| 26250.00000 26250.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 9000.41000 9000.41| 7000.00000 7000.00| 10500.00000 10500.00 CLEARING RIGHT OF WAY | | | 0009 202-51330 LUMP | 25000.00000 25000.00| 20000.00000 20000.00| 26000.00000 26000.00 PRESENT STRUCTURE, REMOVE | | | 0010 203-02000 1520.000 CYS | 17.00000 25840.00| 12.00000 18240.00| 18.00000 27360.00 EXCAVATION, COMMON | | | 0011 203-02070 1000.000 CYS | 14.00000 14000.00| 1.00000 1000.00| 25.00000 25000.00 BORROW | | | 0012 203-51223 180.000 CYS | 15.00000 2700.00| 8.00000 1440.00| 31.00000 5580.00 EXCAVATION, WATERWAY | | | 0013 205-06932 310.000 LFT | 8.15000 2526.50| 1.00000 310.00| 8.81000 2731.10 TEMPORARY CHECK DAM, STRAW BALES | | | 0014 205-06937 530.000 LFT | 2.39000 1266.70| 0.95000 503.50| 2.58000 1367.40 TEMPORARY SILT FENCE | | | 0015 207-08267 2650.000 SYS | 7.00000 18550.00| 13.00000 34450.00| 10.18000 26977.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0016 211-06467 22.000 CYS | 35.00000 770.00| 45.00000 990.00| 91.31000 2008.82 AGGREGATE FOR END BENT BACKFILL | | | 0017 211-09264 40.000 CYS | 25.00000 1000.00| 40.00000 1600.00| 27.39000 1095.60 STRUCTURE BACKFILL, TYPE 1 | | | 0018 215-07043 761.000 SYS | 12.00000 9132.00| 1.00000 761.00| 24.15000 18378.15 CHEMICAL MODIFICATION, SOILS | | | 0019 301-07448 954.000 TON | 16.00000 15264.00| 23.00000 21942.00| 26.51000 25290.54 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 381 -3 TABULATION OF BIDS CALL ORDER : 381 CONTRACT ID : B -29683-A COUNTIES : HENRY LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-1310611 |( 3 ) 90-0177865 |CALUMET CIVIL CONTRACTORS IN |DUNCAN ROBERTSON INC |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 302-07455 22.000 CYS | 64.00000 1408.00| 95.00000 2090.00| 132.54000 2915.88 DENSE GRADED SUBBASE | | | 0021 303-01180 478.000 TON | 22.00000 10516.00| 23.00000 10994.00| 39.79000 19019.62 COMPACTED AGGREGATE, NO. 53 | | | 0022 402-07432 174.000 TON | 77.00000 13398.00| 82.50000 14355.00| 82.41000 14339.34 HMA SURFACE, TYPE A | | | 0023 402-07435 293.000 TON | 62.00000 18166.00| 76.00000 22268.00| 70.98000 20797.14 HMA INTERMEDIATE, TYPE A | | | 0024 406-05521 2213.000 SYS | 0.01000 22.13| 0.25000 553.25| 0.15000 331.95 ASPHALT FOR TACK COAT | | | 0025 601-01839 2.000 EACH | 2060.00000 4120.00| 1870.00000 3740.00| 1725.00000 3450.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0026 601-06037 2.000 EACH | 785.00000 1570.00| 957.00000 1914.00| 875.00000 1750.00 GUARDRAIL END TREATMENT, I | | | 0027 601-06374 4.000 EACH | 740.00000 2960.00| 885.50000 3542.00| 815.00000 3260.00 GUARDRAIL TRANSITION, TGS-1 | | | 0028 601-99105 237.500 LFT | 14.80000 3515.00| 17.60000 4180.00| 16.25000 3859.38 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0029 609-06257 136.000 SYS | 90.00000 12240.00| 110.00000 14960.00| 127.55000 17346.80 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0030 610-07487 30.000 TON | 125.00000 3750.00| 99.00000 2970.00| 130.14000 3904.20 HMA FOR APPROACHES, TYPE B | | | 0031 611-06497 1.000 EACH | 194.00000 194.00| 330.00000 330.00| 195.00000 195.00 MAILBOX ASSEMBLY, SINGLE | | | 0032 616-02320 981.000 SYS | 3.21000 3149.01| 1.35000 1324.35| 2.50000 2452.50 GEOTEXTILES | | | 0033 616-05688 367.000 TON | 33.00000 12111.00| 29.00000 10643.00| 35.84000 13153.28 RIPRAP, CLASS 1 | | | 0034 616-06405 42.000 TON | 30.00000 1260.00| 34.00000 1428.00| 47.39000 1990.38 RIPRAP, REVETMENT | | | 0035 616-06451 198.000 TON | 30.00000 5940.00| 35.00000 6930.00| 33.82000 6696.36 RIPRAP, UNIFORM | | | 0036 621-01004 2.000 EACH | 550.00000 1100.00| 600.00000 1200.00| 565.00000 1130.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06545 0.100 TON | 993.00000 99.30| 1200.00000 120.00| 1023.60000 102.36 FERTILIZER | | | 0038 621-06557 55.000 LBS | 5.90000 324.50| 1.00000 55.00| 6.00000 330.00 SEED MIXTURE, T | | | 0039 621-06559 3050.000 SYS | 0.68000 2074.00| 0.75000 2287.50| 1.00000 3050.00 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 381 -4 TABULATION OF BIDS CALL ORDER : 381 CONTRACT ID : B -29683-A COUNTIES : HENRY LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-1310611 |( 3 ) 90-0177865 |CALUMET CIVIL CONTRACTORS IN |DUNCAN ROBERTSON INC |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 621-06565 2.000 TON | 240.00000 480.00| 264.00000 528.00| 245.00000 490.00 MULCHING MATERIAL | | | 0041 621-06567 0.800 kGAL | 50.00000 40.00| 55.00000 44.00| 50.00000 40.00 WATER | | | 0042 621-06574 207.000 SYS | 11.23000 2324.61| 12.50000 2587.50| 12.14000 2512.98 SODDING | | | 0043 622-52436 3.000 EACH | 23.00000 69.00| 66.00000 198.00| 64.87000 194.61 SIGN, DO NOT MOW OR SPRAY | | | 0044 622-91786 50.000 EACH | 9.39000 469.50| 10.33000 516.50| 10.15000 507.50 SEEDLING | | | 0045 628-09401 8.000 MOS | 2000.00000 16000.00| 1350.00000 10800.00| 1850.00000 14800.00 FIELD OFFICE, A | | | 0046 701-96089 425.000 LFT | 60.00000 25500.00| 47.00000 19975.00| 55.00000 23375.00 PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 250 IN, 14 IN | | | 0047 701-99086 10.000 EACH | 90.00000 900.00| 250.00000 2500.00| 135.00000 1350.00 PILE TIP, STEEL SHELL | | | 0048 702-92857 16.400 CYS | 600.00000 9840.00| 950.00000 15580.00| 1650.00000 27060.00 CONCRETE, C, SUBSTRUCTURE | | | 0049 703-51032 20048.000 LBS | 0.83000 16639.84| 1.05000 21050.40| 0.86000 17241.28 REINFORCING STEEL, EPOXY COATED | | | 0050 704-51002 65.600 CYS | 600.00000 39360.00| 670.00000 43952.00| 725.00000 47560.00 CONCRETE, C, SUPERSTRUCTURE | | | 0051 706-06344 112.500 LFT | 71.16000 8005.50| 70.00000 7875.00| 65.00000 7312.50 RAILING, TS-1 | | | 0052 707-05973 756.000 SFT | 65.00000 49140.00| 99.00000 74844.00| 70.00000 52920.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 27 IN. X 36 IN. | | | 0053 709-51821 LUMP | 1600.00000 1600.00| 1950.00000 1950.00| 1729.83000 1729.83 SURFACE SEAL | | | 0054 715-05169 90.000 LFT | 28.00000 2520.00| 19.00000 1710.00| 27.40000 2466.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0055 715-05407 100.000 LFT | 9.00000 900.00| 4.00000 400.00| 14.85000 1485.00 PIPE, END BENT DRAIN, 6 IN. | | | 0056 715-46005 4.000 EACH | 370.00000 1480.00| 400.00000 1600.00| 1039.50000 4158.00 PIPE END SECTION, 15 IN. | | | 0057 801-03290 2.000 EACH | 250.00000 500.00| 1237.00000 2474.00| 405.43000 810.86 CONSTRUCTION SIGN, C | | | 0058 801-04308 4.000 EACH | 360.00000 1440.00| 215.00000 860.00| 210.82000 843.28 ROAD CLOSURE SIGN ASSEMBLY | | | 0059 801-06625 10.000 EACH | 100.00000 1000.00| 105.00000 1050.00| 102.71000 1027.10 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 381 -5 TABULATION OF BIDS CALL ORDER : 381 CONTRACT ID : B -29683-A COUNTIES : HENRY LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-1310611 |( 3 ) 90-0177865 |CALUMET CIVIL CONTRACTORS IN |DUNCAN ROBERTSON INC |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 801-06640 8.000 EACH | 180.00000 1440.00| 164.00000 1312.00| 161.09000 1288.72 CONSTRUCTION SIGN, A | | | 0061 801-07118 56.000 LFT | 15.00000 840.00| 11.00000 616.00| 10.81000 605.36 BARRICADE, III-A | | | 0062 801-07119 64.000 LFT | 16.25000 1040.00| 13.00000 832.00| 12.97000 830.08 BARRICADE, III-B | | | SECTION TOTALS | $ 430,200.00| $ 448,880.00| $ 535,280.29 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 430,200.00| $ 448,880.00| $ 535,280.29 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 381 -6 TABULATION OF BIDS CALL ORDER : 381 CONTRACT ID : B -29683-A COUNTIES : HENRY LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 5500.00000 5500.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 29751.36000 29751.36| | MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 11900.54000 11900.54| | CLEARING RIGHT OF WAY | | | 0009 202-51330 LUMP | 80000.00000 80000.00| | PRESENT STRUCTURE, REMOVE | | | 0010 203-02000 1520.000 CYS | 12.00000 18240.00| | EXCAVATION, COMMON | | | 0011 203-02070 1000.000 CYS | 18.00000 18000.00| | BORROW | | | 0012 203-51223 180.000 CYS | 20.00000 3600.00| | EXCAVATION, WATERWAY | | | 0013 205-06932 310.000 LFT | 8.15000 2526.50| | TEMPORARY CHECK DAM, STRAW BALES | | | 0014 205-06937 530.000 LFT | 2.39000 1266.70| | TEMPORARY SILT FENCE | | | 0015 207-08267 2650.000 SYS | 12.00000 31800.00| | SUBGRADE TREATMENT, TYPE IIIA | | | 0016 211-06467 22.000 CYS | 85.00000 1870.00| | AGGREGATE FOR END BENT BACKFILL | | | 0017 211-09264 40.000 CYS | 30.00000 1200.00| | STRUCTURE BACKFILL, TYPE 1 | | | 0018 215-07043 761.000 SYS | 12.00000 9132.00| | CHEMICAL MODIFICATION, SOILS | | | 0019 301-07448 954.000 TON | 25.00000 23850.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 302-07455 22.000 CYS | 85.00000 1870.00| | DENSE GRADED SUBBASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 381 -7 TABULATION OF BIDS CALL ORDER : 381 CONTRACT ID : B -29683-A COUNTIES : HENRY LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 303-01180 478.000 TON | 30.00000 14340.00| | COMPACTED AGGREGATE, NO. 53 | | | 0022 402-07432 174.000 TON | 79.00000 13746.00| | HMA SURFACE, TYPE A | | | 0023 402-07435 293.000 TON | 67.50000 19777.50| | HMA INTERMEDIATE, TYPE A | | | 0024 406-05521 2213.000 SYS | 0.14000 309.82| | ASPHALT FOR TACK COAT | | | 0025 601-01839 2.000 EACH | 2060.00000 4120.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0026 601-06037 2.000 EACH | 785.00000 1570.00| | GUARDRAIL END TREATMENT, I | | | 0027 601-06374 4.000 EACH | 740.00000 2960.00| | GUARDRAIL TRANSITION, TGS-1 | | | 0028 601-99105 237.500 LFT | 14.80000 3515.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0029 609-06257 136.000 SYS | 100.00000 13600.00| | REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0030 610-07487 30.000 TON | 125.00000 3750.00| | HMA FOR APPROACHES, TYPE B | | | 0031 611-06497 1.000 EACH | 194.00000 194.00| | MAILBOX ASSEMBLY, SINGLE | | | 0032 616-02320 981.000 SYS | 3.00000 2943.00| | GEOTEXTILES | | | 0033 616-05688 367.000 TON | 35.00000 12845.00| | RIPRAP, CLASS 1 | | | 0034 616-06405 42.000 TON | 40.00000 1680.00| | RIPRAP, REVETMENT | | | 0035 616-06451 198.000 TON | 40.00000 7920.00| | RIPRAP, UNIFORM | | | 0036 621-01004 2.000 EACH | 550.00000 1100.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06545 0.100 TON | 993.00000 99.30| | FERTILIZER | | | 0038 621-06557 55.000 LBS | 5.90000 324.50| | SEED MIXTURE, T | | | 0039 621-06559 3050.000 SYS | 0.68000 2074.00| | MULCHED SEEDING, R | | | 0040 621-06565 2.000 TON | 240.00000 480.00| | MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 381 -8 TABULATION OF BIDS CALL ORDER : 381 CONTRACT ID : B -29683-A COUNTIES : HENRY LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 621-06567 0.800 kGAL | 50.00000 40.00| | WATER | | | 0042 621-06574 207.000 SYS | 11.23000 2324.61| | SODDING | | | 0043 622-52436 3.000 EACH | 60.00000 180.00| | SIGN, DO NOT MOW OR SPRAY | | | 0044 622-91786 50.000 EACH | 9.39000 469.50| | SEEDLING | | | 0045 628-09401 8.000 MOS | 2200.00000 17600.00| | FIELD OFFICE, A | | | 0046 701-96089 425.000 LFT | 70.00000 29750.00| | PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 250 IN, 14 IN | | | 0047 701-99086 10.000 EACH | 300.00000 3000.00| | PILE TIP, STEEL SHELL | | | 0048 702-92857 16.400 CYS | 1500.00000 24600.00| | CONCRETE, C, SUBSTRUCTURE | | | 0049 703-51032 20048.000 LBS | 1.01000 20248.48| | REINFORCING STEEL, EPOXY COATED | | | 0050 704-51002 65.600 CYS | 900.00000 59040.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0051 706-06344 112.500 LFT | 65.00000 7312.50| | RAILING, TS-1 | | | 0052 707-05973 756.000 SFT | 92.00000 69552.00| | STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 27 IN. X 36 IN. | | | 0053 709-51821 LUMP | 1600.00000 1600.00| | SURFACE SEAL | | | 0054 715-05169 90.000 LFT | 35.00000 3150.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0055 715-05407 100.000 LFT | 15.00000 1500.00| | PIPE, END BENT DRAIN, 6 IN. | | | 0056 715-46005 4.000 EACH | 450.00000 1800.00| | PIPE END SECTION, 15 IN. | | | 0057 801-03290 2.000 EACH | 375.00000 750.00| | CONSTRUCTION SIGN, C | | | 0058 801-04308 4.000 EACH | 195.00000 780.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0059 801-06625 10.000 EACH | 95.00000 950.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0060 801-06640 8.000 EACH | 149.00000 1192.00| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 381 -9 TABULATION OF BIDS CALL ORDER : 381 CONTRACT ID : B -29683-A COUNTIES : HENRY LETTING DATE : 08/12/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 801-07118 56.000 LFT | 10.00000 560.00| | BARRICADE, III-A | | | 0062 801-07119 64.000 LFT | 12.00000 768.00| | BARRICADE, III-B | | | SECTION TOTALS | $ 595,027.31| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 595,027.31| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 391 -1 VENDOR RANKING CALL ORDER : 391 CONTRACT ID : B -30481-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : BRIDGE REHABILITATION AND BIKE/PEDESTRIAN FACILITIES COMPLETION DATE : 11/06/10 LOCATION : ON MISHAWAKA AVENUE OVER ST JOSEPH RIVER AND AT MERRIFIELD PROJECT(S) : 0600665 PARK IN CITY OF SOUTH BEND 0800046 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 36-2231526 WALSH CONSTR COMPANY $ 5,454,825.85 100.0000% 2 38-2675420 ANLAAN CORPORATION $ 5,749,634.37 105.4045% 3 35-1128289 BEATY CONSTRUCTION INC $ 6,444,607.91 118.1451% 4 35-1339168 LAPORTE CONSTRUCTION CO $ 6,842,945.09 125.4475% 5 35-1690004 NORTHERN INDIANA CONSTRUCTION CO INC $ 7,945,755.93 145.6647% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 391 -2 TABULATION OF BIDS CALL ORDER : 391 CONTRACT ID : B -30481-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 38-2675420 |( 3 ) 35-1128289 |WALSH CONSTR COMPANY |ANLAAN CORPORATION |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 274048.41000 274048.41| 20000.00000 20000.00| 12500.00000 12500.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0008 110-01001 LUMP | 291225.00000 291225.00| 250000.00000 250000.00| 322230.00000 322230.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 201-01015 LUMP | 116490.00000 116490.00| 15000.00000 15000.00| 35000.00000 35000.00 CLEARING AND GRUBBING | | | 0010 201-52370 LUMP | 116490.00000 116490.00| 15000.00000 15000.00| 128875.00000 128875.00 CLEARING RIGHT OF WAY | | | 0011 201-90788 LUMP | 11262.88000 11262.88| 500.00000 500.00| 2800.00000 2800.00 DEBRIS, REMOVE , STR. NO. 203 | | | 0012 202-01502 2.000 EACH | 1096.86000 2193.72| 230.00000 460.00| 300.00000 600.00 LIGHT STANDARD, REMOVE | | | 0013 202-02240 814.000 SYS | 4.03000 3280.42| 7.00000 5698.00| 6.75000 5494.50 PAVEMENT REMOVAL | | | 0014 202-02241 245.000 LFT | 3.00000 735.00| 2.00000 490.00| 6.00000 1470.00 GUARDRAIL, REMOVE | | | 0015 202-02278 1453.000 LFT | 3.60000 5230.80| 5.50000 7991.50| 6.00000 8718.00 CURB, CONCRETE, REMOVE | | | 0016 202-07003 LUMP | 500.00000 500.00| 750.00000 750.00| 550.00000 550.00 REMOVE , EXISTING CONDUIT AND FEEDER | | | 0017 202-07846 70.000 EACH | 30.00000 2100.00| 100.00000 7000.00| 46.00000 3220.00 TREE , WATERING SYSTEM | | | 0018 202-51328 LUMP | 750000.00000 750000.00| 850000.00000 850000.00| 946597.78000 946597.78 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0019 202-52710 773.000 SYS | 3.12000 2411.76| 4.00000 3092.00| 5.00000 3865.00 SIDEWALK, CONCRETE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 391 -3 TABULATION OF BIDS CALL ORDER : 391 CONTRACT ID : B -30481-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 38-2675420 |( 3 ) 35-1128289 |WALSH CONSTR COMPANY |ANLAAN CORPORATION |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-62420 920.000 LFT | 1.00000 920.00| 1.00000 920.00| 12.50000 11500.00 BRIDGE RAILING, REMOVE | | | 0021 202-90747 561.000 LFT | 9.42000 5284.62| 15.00000 8415.00| 20.00000 11220.00 RETAINING WALL, REMOVE | | | 0022 202-93047 1.000 EACH | 641.92000 641.92| 500.00000 500.00| 1400.00000 1400.00 MANHOLE, REMOVE | | | 0023 202-93615 914.000 SYS | 3.54000 3235.56| 28.70000 26231.80| 5.50000 5027.00 CONCRETE, REMOVE | | | 0024 202-96133 694.000 LFT | 8.66000 6010.04| 5.00000 3470.00| 16.50000 11451.00 PIPE, REMOVE | | | 0025 203-02000 7474.000 CYS | 8.40000 62781.60| 28.70000 214503.80| 11.75000 87819.50 EXCAVATION, COMMON | | | 0026 203-02070 102.000 CYS | 28.32000 2888.64| 25.00000 2550.00| 11.00000 1122.00 BORROW | | | 0027 205-06933 6.000 EACH | 100.00000 600.00| 100.00000 600.00| 95.00000 570.00 TEMPORARY DITCH INLET PROTECTION | | | 0028 205-06937 2860.000 LFT | 2.70000 7722.00| 1.65000 4719.00| 1.65000 4719.00 TEMPORARY SILT FENCE | | | 0029 206-51230 67.000 CYS | 53.11000 3558.37| 20.00000 1340.00| 32.50000 2177.50 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0030 207-08264 2725.000 SYS | 2.52000 6867.00| 8.00000 21800.00| 9.00000 24525.00 SUBGRADE TREATMENT, TYPE II | | | 0031 207-08267 200.000 SYS | 9.21000 1842.00| 8.00000 1600.00| 13.00000 2600.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0032 210-04181 17.000 EACH | 455.68000 7746.56| 200.00000 3400.00| 300.00000 5100.00 BICYCLE RACK | | | 0033 210-09411 2.000 EACH | 8874.38000 17748.76| 3500.00000 7000.00| 8500.00000 17000.00 MARKER , HISTORICAL | | | 0034 210-97671 6.000 EACH | 3754.02000 22524.12| 2000.00000 12000.00| 4650.00000 27900.00 PICNIC TABLE | | | 0035 211-02050 2804.000 CYS | 18.21000 51060.84| 5.00000 14020.00| 25.00000 70100.00 B BORROW | | | 0036 211-09264 84.000 CYS | 15.40000 1293.60| 18.00000 1512.00| 14.50000 1218.00 STRUCTURE BACKFILL, TYPE 1 | | | 0037 211-09265 121.000 CYS | 13.64000 1650.44| 18.00000 2178.00| 33.00000 3993.00 STRUCTURE BACKFILL, TYPE 2 | | | 0038 211-09266 1204.000 CYS | 15.40000 18541.60| 12.00000 14448.00| 24.75000 29799.00 STRUCTURE BACKFILL, TYPE 3 | | | 0039 302-07455 327.000 CYS | 27.54000 9005.58| 30.00000 9810.00| 47.75000 15614.25 DENSE GRADED SUBBASE | | | 0040 303-01180 1433.000 TON | 15.06000 21580.98| 23.75000 34033.75| 21.00000 30093.00 COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 391 -4 TABULATION OF BIDS CALL ORDER : 391 CONTRACT ID : B -30481-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 38-2675420 |( 3 ) 35-1128289 |WALSH CONSTR COMPANY |ANLAAN CORPORATION |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 304-07490 236.000 TON | 74.00000 17464.00| 74.00000 17464.00| 90.00000 21240.00 HMA PATCHING, TYPE B | | | 0042 306-08034 2003.000 SYS | 0.85000 1702.55| 5.00000 10015.00| 3.00000 6009.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0043 402-07432 178.000 TON | 64.00000 11392.00| 64.00000 11392.00| 70.00000 12460.00 HMA SURFACE, TYPE A | | | 0044 402-07433 260.000 TON | 64.00000 16640.00| 64.00000 16640.00| 70.00000 18200.00 HMA SURFACE, TYPE B | | | 0045 402-07435 297.000 TON | 50.00000 14850.00| 50.00000 14850.00| 55.00000 16335.00 HMA INTERMEDIATE, TYPE A | | | 0046 402-07438 159.000 TON | 50.00000 7950.00| 50.00000 7950.00| 55.00000 8745.00 HMA INTERMEDIATE, TYPE B | | | 0047 402-07441 505.000 TON | 48.50000 24492.50| 48.50000 24492.50| 53.00000 26765.00 HMA BASE, TYPE B | | | 0048 406-05520 2.500 TON | 1.00000 2.50| 1.00000 2.50| 1.05000 2.63 ASPHALT FOR TACK COAT | | | 0049 502-06627 2146.000 SYS | 45.35000 97321.10| 32.00000 68672.00| 37.50000 80475.00 PCCP, 6 IN. | | | 0050 604-04740 128.000 SFT | 40.88000 5232.64| 14.00000 1792.00| 72.00000 9216.00 PAVERS , CONCRETE | | | 0051 604-07894 15.000 SYS | 266.32000 3994.80| 85.00000 1275.00| 115.00000 1725.00 CURB RAMP, CONCRETE, A | | | 0052 604-07897 9.000 SYS | 357.47000 3217.23| 85.00000 765.00| 115.00000 1035.00 CURB RAMP, CONCRETE, C | | | 0053 604-07901 15.000 SYS | 231.21000 3468.15| 85.00000 1275.00| 115.00000 1725.00 CURB RAMP, CONCRETE, G | | | 0054 604-07903 10.000 SYS | 247.83000 2478.30| 85.00000 850.00| 115.00000 1150.00 CURB RAMP, CONCRETE, K | | | 0055 604-44251 23.700 CYS | 406.93000 9644.24| 600.00000 14220.00| 1015.00000 24055.50 STEPS, CONCRETE | | | 0056 604-91531 436.000 SYS | 37.01000 16136.36| 27.00000 11772.00| 35.00000 15260.00 SIDEWALK, CONCRETE, 4 IN. | | | 0057 605-04742 LUMP | 75000.00000 75000.00| 20000.00000 20000.00| 40000.00000 40000.00 WALL , FIELD STONE | | | 0058 605-06090 104.000 LFT | 28.52000 2966.08| 30.00000 3120.00| 20.50000 2132.00 CURB, INTEGRAL, CONCRETE | | | 0059 605-06120 2340.000 LFT | 13.79000 32268.60| 12.00000 28080.00| 18.50000 43290.00 CURB, CONCRETE | | | 0060 610-09108 174.000 SYS | 43.13000 7504.62| 40.00000 6960.00| 47.00000 8178.00 PCCP FOR APPROACHES, 9 IN. | | | 0061 611-03671 6.000 EACH | 1450.02000 8700.12| 1500.00000 9000.00| 1725.00000 10350.00 TRASH RECEPTACLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 391 -5 TABULATION OF BIDS CALL ORDER : 391 CONTRACT ID : B -30481-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 38-2675420 |( 3 ) 35-1128289 |WALSH CONSTR COMPANY |ANLAAN CORPORATION |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 611-05330 116.000 SYS | 39.82000 4619.12| 35.00000 4060.00| 40.00000 4640.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0063 616-02320 12.000 SYS | 31.08000 372.96| 12.00000 144.00| 4.00000 48.00 GEOTEXTILES | | | 0064 616-05688 705.000 TON | 38.90000 27424.50| 30.00000 21150.00| 90.00000 63450.00 RIPRAP, CLASS 1 | | | 0065 616-06405 3.000 TON | 143.98000 431.94| 150.00000 450.00| 225.00000 675.00 RIPRAP, REVETMENT | | | 0066 616-94213 49.000 SYS | 53.47000 2620.03| 75.00000 3675.00| 240.00000 11760.00 RIPRAP, GROUTED | | | 0067 621-01004 1.000 EACH | 250.00000 250.00| 100.00000 100.00| 450.00000 450.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0068 621-02770 89.000 SYS | 2.25000 200.25| 2.00000 178.00| 6.35000 565.15 EROSION CONTROL BLANKET | | | 0069 621-06560 8462.000 SYS | 0.73000 6177.26| 0.85000 7192.70| 0.50000 4231.00 MULCHED SEEDING, U | | | 0070 621-06574 582.000 SYS | 3.95000 2298.90| 3.75000 2182.50| 7.00000 4074.00 SODDING | | | 0071 621-98038 156.000 CYS | 67.00000 10452.00| 60.00000 9360.00| 88.00000 13728.00 MULCH, HARDWOOD SHREDDED BARK | | | 0072 622-01937 1560.000 EACH | 1.95000 3042.00| 3.25000 5070.00| 2.75000 4290.00 PLANT , BULB | | | 0073 622-01937 15.000 EACH | 390.00000 5850.00| 310.00000 4650.00| 555.00000 8325.00 PLANT , CONEFEROUS EVRGREEN TREE, | | | 0074 622-01937 77.000 EACH | 42.00000 3234.00| 44.00000 3388.00| 45.00000 3465.00 PLANT , CONIFEROUS EVERGREEN SHRUB, NO. | | | 3 CONT | | | 0075 622-01937 36.000 EACH | 43.00000 1548.00| 31.00000 1116.00| 53.00000 1908.00 PLANT , DECIDUOUS SHRUB, NO. 3 CONT. | | | 0076 622-01937 19.000 EACH | 160.00000 3040.00| 293.00000 5567.00| 300.00000 5700.00 PLANT , DECIDUOUS TREE, SINGLE STEM, | | | 0077 622-01937 18.000 EACH | 305.00000 5490.00| 355.00000 6390.00| 400.00000 7200.00 PLANT , DECIDUOUS TREE, SINGLE STEM, | | | 0078 622-01937 18.000 EACH | 400.00000 7200.00| 358.00000 6444.00| 420.00000 7560.00 PLANT , DECIDUOUS TREE, SINGLE STEM, | | | 0079 622-01937 410.000 EACH | 18.00000 7380.00| 19.75000 8097.50| 25.00000 10250.00 PLANT , GRASS, NO. 2 CONT. | | | 0080 622-01937 476.000 EACH | 1.35000 642.60| 4.12000 1961.12| 2.40000 1142.40 PLANT , GROUNDCOVER, 2.5 IN. POT | | | 0081 622-01937 950.000 EACH | 17.00000 16150.00| 11.25000 10687.50| 19.75000 18762.50 PLANT , PERENNIAL, NO. 2 CONT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 391 -6 TABULATION OF BIDS CALL ORDER : 391 CONTRACT ID : B -30481-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 38-2675420 |( 3 ) 35-1128289 |WALSH CONSTR COMPANY |ANLAAN CORPORATION |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0082 628-09401 15.000 MOS | 2500.00000 37500.00| 800.00000 12000.00| 2250.00000 33750.00 FIELD OFFICE, A | | | 0083 628-09407 15.000 MOS | 400.00000 6000.00| 50.00000 750.00| 260.00000 3900.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0084 702-03607 16.000 EACH | 370.04000 5920.64| 400.00000 6400.00| 1250.00000 20000.00 CORED HOLE IN CONCRETE | | | 0085 702-05696 12900.000 SFT | 4.75000 61275.00| 2.00000 25800.00| 7.00000 90300.00 WATERPROOFING , ARCH RING | | | 0086 702-51100 1143.000 LBS | 2.67000 3051.81| 2.00000 2286.00| 4.25000 4857.75 DRAIN PIPE, CAST IRON, 6 IN. | | | 0087 702-51110 1440.000 LBS | 5.20000 7488.00| 2.00000 2880.00| 7.00000 10080.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0088 702-51863 1890.000 EACH | 8.13000 15365.70| 10.00000 18900.00| 18.00000 34020.00 FIELD DRILLED HOLE IN CONCRETE | | | 0089 702-93722 159.800 CYS | 375.00000 59925.00| 550.00000 87890.00| 355.00000 56729.00 CONCRETE, C | | | 0090 703-51030 1701.000 LBS | 0.66000 1122.66| 1.50000 2551.50| 0.90000 1530.90 REINFORCING STEEL | | | 0091 703-51032 370390.000 LBS | 0.67000 248161.30| 1.20000 444468.00| 0.95000 351870.50 REINFORCING STEEL, EPOXY COATED | | | 0092 704-51002 747.500 CYS | 590.00000 441025.00| 850.00000 635375.00| 535.00000 399912.50 CONCRETE, C, SUPERSTRUCTURE | | | 0093 706-01268 60.000 LFT | 252.00000 15120.00| 120.00000 7200.00| 240.67000 14440.20 HANDRAIL, ALUMINUM | | | 0094 706-06349 1603.000 LFT | 199.83000 320327.49| 250.00000 400750.00| 130.00000 208390.00 RAILING, TX , MODIFIED | | | 0095 706-08496 24.000 SYS | 240.71000 5777.04| 100.00000 2400.00| 135.00000 3240.00 REINFORCED CONCRETE MOMENT SLAB, 12 IN. | | | 0096 706-09545 4.000 CYS | 81.72000 326.88| 50.00000 200.00| 175.00000 700.00 COARSE AGGREGATE, NO. 8 | | | 0097 707-08357 821.000 LFT | 209.09000 171662.89| 300.00000 246300.00| 240.00000 197040.00 STRUCTURAL , MEMBERS, CONC GRADE BEAM, | | | TYPE A | | | 0098 707-08357 162.000 LFT | 208.32000 33747.84| 300.00000 48600.00| 225.00000 36450.00 STRUCTURAL , MEMBERS, CONC GRADE BEAM, | | | TYPE B | | | 0099 707-08357 656.000 LFT | 212.94000 139688.64| 300.00000 196800.00| 300.00000 196800.00 STRUCTURAL , MEMBERS, CONC GRADE BEAM, | | | TYPE C | | | 0100 707-08357 131.000 LFT | 211.77000 27741.87| 300.00000 39300.00| 275.00000 36025.00 STRUCTURAL , MEMBERS, CONC GRADE BEAM, | | | TYPE D | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 391 -7 TABULATION OF BIDS CALL ORDER : 391 CONTRACT ID : B -30481-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 38-2675420 |( 3 ) 35-1128289 |WALSH CONSTR COMPANY |ANLAAN CORPORATION |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0101 707-08357 88.000 LFT | 220.57000 19410.16| 300.00000 26400.00| 425.00000 37400.00 STRUCTURAL , MEMBERS, CONC GRADE BEAM, | | | TYPE E | | | 0102 708-51813 1500.000 SFT | 57.00000 85500.00| 57.00000 85500.00| 85.00000 127500.00 PNEUMATICALLY PLACED MORTAR | | | 0103 708-51814 1500.000 SFT | 9.00000 13500.00| 9.00000 13500.00| 5.00000 7500.00 WELDED STEEL WIRE FABRIC | | | 0104 709-07110 58385.000 SFT | 0.60000 35031.00| 0.60000 35031.00| 0.70000 40869.50 SEAL COAT, GRAFFITI RESISTANT | | | 0105 709-51821 LUMP | 35452.61000 35452.61| 40000.00000 40000.00| 39000.00000 39000.00 SURFACE SEAL | | | 0106 711-90932 390.000 LFT | 5.65000 2203.50| 5.00000 1950.00| 11.00000 4290.00 EDGING, STEEL , LANDSCAPE | | | 0107 712-03812 7.000 EACH | 1737.98000 12165.86| 900.00000 6300.00| 1250.00000 8750.00 BENCH | | | 0108 714-07665 LUMP | 152670.24000 152670.24| 140000.00000 140000.00| 195000.00000 195000.00 RETAINING WALL , FIELD STONE | | | 0109 714-44240 424.800 CYS | 1000.00000 424800.00| 1000.00000 424800.00| 2125.00000 902700.00 CONCRETE, A, STRUCTURES | | | 0110 715-01472 1.000 EACH | 744.99000 744.99| 900.00000 900.00| 1050.00000 1050.00 PIPE END SECTION, PRECAST CONCRETE, 18 | | | IN. | | | 0111 715-01765 1.000 EACH | 680.83000 680.83| 650.00000 650.00| 1150.00000 1150.00 PIPE END SECTION, PRECAST CONCRETE, 12 | | | IN. | | | 0112 715-04608 570.000 LFT | 14.35000 8179.50| 85.00000 48450.00| 65.00000 37050.00 PIPE, INSULATION AND JACKET | | | 0113 715-05149 264.000 LFT | 35.14000 9276.96| 50.00000 13200.00| 40.00000 10560.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0114 715-05152 640.000 LFT | 44.16000 28262.40| 55.00000 35200.00| 60.00000 38400.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0115 715-05154 441.000 LFT | 46.35000 20440.35| 70.00000 30870.00| 60.50000 26680.50 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0116 715-07073 520.000 LFT | 117.03000 60855.60| 165.00000 85800.00| 78.00000 40560.00 WATER LINE , STEEL CASING, 28 IN. | | | 0117 715-91738 26.000 LFT | 66.87000 1738.62| 65.00000 1690.00| 80.00000 2080.00 WATER MAIN, DUCTILE IRON, 6 IN. | | | 0118 715-92544 671.000 LFT | 48.54000 32570.34| 67.00000 44957.00| 90.00000 60390.00 WATER MAIN, DUCTILE IRON, 12 IN. | | | 0119 720-01091 2.000 EACH | 3449.99000 6899.98| 2700.00000 5400.00| 2400.00000 4800.00 MANHOLE, C10, MODIFIED | | | 0120 720-44000 2.000 EACH | 437.91000 875.82| 350.00000 700.00| 675.00000 1350.00 CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 391 -8 TABULATION OF BIDS CALL ORDER : 391 CONTRACT ID : B -30481-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 38-2675420 |( 3 ) 35-1128289 |WALSH CONSTR COMPANY |ANLAAN CORPORATION |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0121 720-45045 2.000 EACH | 2458.92000 4917.84| 1300.00000 2600.00| 1800.00000 3600.00 INLET, J10 | | | 0122 720-45205 4.000 EACH | 2896.89000 11587.56| 2000.00000 8000.00| 2200.00000 8800.00 CATCH BASIN, A2 | | | 0123 720-45240 6.000 EACH | 2902.18000 17413.08| 2000.00000 12000.00| 2100.00000 12600.00 CATCH BASIN, J10 | | | 0124 720-45250 2.000 EACH | 2899.93000 5799.86| 2000.00000 4000.00| 1900.00000 3800.00 CATCH BASIN, K10 | | | 0125 720-45275 2.000 EACH | 2071.32000 4142.64| 1250.00000 2500.00| 1245.00000 2490.00 PIPE CATCH BASIN, 24 IN. | | | 0126 720-94612 1.000 EACH | 5462.04000 5462.04| 4800.00000 4800.00| 5240.00000 5240.00 MANHOLE, K4 | | | 0127 720-96999 1.000 EACH | 3332.50000 3332.50| 3250.00000 3250.00| 4500.00000 4500.00 FIRE HYDRANT ASSEMBLY | | | 0128 723-08608 963.000 SFT | 48.91000 47100.33| 50.00000 48150.00| 92.50000 89077.50 WINGWALL | | | 0129 723-09643 51.000 LFT | 2200.40000 112220.40| 3500.00000 178500.00| 3825.00000 195075.00 STRUCTURE, PRECAST THREE-SIDED, 288 IN. | | | X 156 IN. | | | 0130 727-90308 120.000 LFT | 90.00000 10800.00| 95.00000 11400.00| 80.00000 9600.00 EPOXY INJECTION, CRACK PREPARATION | | | 0131 727-90309 36.000 GAL | 70.00000 2520.00| 77.00000 2772.00| 60.00000 2160.00 EPOXY INJECTION, EPOXY MATERIAL | | | 0132 727-93560 LUMP | 2500.00000 2500.00| 4370.00000 4370.00| 5000.00000 5000.00 EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0133 728-98377 LUMP | 108718.10000 108718.10| 110000.00000 110000.00| 125000.00000 125000.00 MASONRY COATING | | | 0134 729-51875 500.000 SFT | 59.93000 29965.00| 80.00000 40000.00| 65.00000 32500.00 CONCRETE, A, PATCHING | | | 0135 732-02533 2.000 EACH | 1870.63000 3741.26| 2200.00000 4400.00| 2875.00000 5750.00 VALVE WITH BOX RESTRAINED, GATE, | | | DUCTILE IRON, 12 IN. | | | 0136 801-03290 4.000 EACH | 75.00000 300.00| 75.00000 300.00| 90.00000 360.00 CONSTRUCTION SIGN, C | | | 0137 801-06775 LUMP | 15000.00000 15000.00| 150.00000 150.00| 41250.00000 41250.00 MAINTAINING TRAFFIC | | | 0138 805-04973 75.000 LFT | 14.00000 1050.00| 7.75000 581.25| 16.50000 1237.50 CONDUIT , SCHEDULE 80 PVC, 4 IN. | | | 0139 805-06592 2800.000 LFT | 12.00000 33600.00| 6.90000 19320.00| 14.00000 39200.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0140 805-90187 1690.000 LFT | 24.00000 40560.00| 16.65000 28138.50| 28.00000 47320.00 CONDUIT, STEEL, GALVANIZED, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 391 -9 TABULATION OF BIDS CALL ORDER : 391 CONTRACT ID : B -30481-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 38-2675420 |( 3 ) 35-1128289 |WALSH CONSTR COMPANY |ANLAAN CORPORATION |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0141 807-02822 1.000 EACH | 1200.00000 1200.00| 320.00000 320.00| 1400.00000 1400.00 LIGHT POLE, STEEL, RELOCATE | | | 0144 807-04654 25.000 EACH | 3200.00000 80000.00| 2535.00000 63375.00| 3775.00000 94375.00 LIGHT POLE , TYPE A ROADWAY STD., | | | 12'-0" POLE, | | | 0145 807-04654 4.000 EACH | 1200.00000 4800.00| 725.00000 2900.00| 1415.00000 5660.00 LIGHT POLE , TYPE B STANDARD, TUNNEL | | | AREA | | | 0146 807-04654 12.000 EACH | 2850.00000 34200.00| 2485.00000 29820.00| 3350.00000 40200.00 LIGHT POLE , TYPE C ROADWAY STD., 8'-0" | | | POLE, | | | 0147 808-03632 1093.000 LFT | 2.95000 3224.35| 2.95000 3224.35| 3.25000 3552.25 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0148 808-06706 31.000 LFT | 3.75000 116.25| 3.75000 116.25| 4.00000 124.00 LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0149 808-75205 316.000 LFT | 0.65000 205.40| 0.65000 205.40| 0.70000 221.20 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0150 808-75215 295.000 LFT | 1.88000 554.60| 1.88000 554.60| 2.00000 590.00 LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | 0151 808-75245 1947.000 LFT | 0.65000 1265.55| 0.65000 1265.55| 0.70000 1362.90 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0152 808-97664 1.000 EACH | 275.00000 275.00| 275.00000 275.00| 300.00000 300.00 PAVEMENT MESSAGE MARKINGS THERMOPLASTIC | | | HANDICAP SYMBOL | | | 0153 805-06595 1760.000 LFT | 6.50000 11440.00| 3.38000 5948.80| 7.50000 13200.00 CONDUIT, PVC, 2 IN. , SCHEDULE 80 FOR | | | ELECTRIC | | | 0154 622-04992 20.000 EACH | 200.00000 4000.00| 38.00000 760.00| 225.00000 4500.00 DRAIN , ASSEMBLY CONDUIT | | | SECTION TOTALS | $ 5,454,825.85| $ 5,749,634.37| $ 6,444,607.91 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,454,825.85| $ 5,749,634.37| $ 6,444,607.91 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 391 -10 TABULATION OF BIDS CALL ORDER : 391 CONTRACT ID : B -30481-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1339168 |( 5 ) 35-1690004 |( ) |LAPORTE CONSTRUCTION CO |NORTHERN INDIANA CONSTRUCTIO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 21317.18000 21317.18| 127430.98000 127430.98| CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PROJECT ESTIMATE ADJUSTMENT | | | 0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0008 110-01001 LUMP | 338601.91000 338601.91| 418093.17000 418093.17| MOBILIZATION AND DEMOBILIZATION | | | 0009 201-01015 LUMP | 12138.42000 12138.42| 126750.00000 126750.00| CLEARING AND GRUBBING | | | 0010 201-52370 LUMP | 29885.60000 29885.60| 58155.00000 58155.00| CLEARING RIGHT OF WAY | | | 0011 201-90788 LUMP | 1.00000 1.00| 18490.00000 18490.00| DEBRIS, REMOVE , STR. NO. 203 | | | 0012 202-01502 2.000 EACH | 230.00000 460.00| 300.00000 600.00| LIGHT STANDARD, REMOVE | | | 0013 202-02240 814.000 SYS | 16.71000 13601.94| 7.50000 6105.00| PAVEMENT REMOVAL | | | 0014 202-02241 245.000 LFT | 19.79000 4848.55| 5.30000 1298.50| GUARDRAIL, REMOVE | | | 0015 202-02278 1453.000 LFT | 4.73000 6872.69| 4.20000 6102.60| CURB, CONCRETE, REMOVE | | | 0016 202-07003 LUMP | 750.00000 750.00| 600.00000 600.00| REMOVE , EXISTING CONDUIT AND FEEDER | | | 0017 202-07846 70.000 EACH | 42.00000 2940.00| 42.00000 2940.00| TREE , WATERING SYSTEM | | | 0018 202-51328 LUMP | 1172001.95000 1172001.95| 1795400.00000 1795400.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0019 202-52710 773.000 SYS | 19.86000 15351.78| 5.00000 3865.00| SIDEWALK, CONCRETE, REMOVE | | | 0020 202-62420 920.000 LFT | 18.60000 17112.00| 13.10000 12052.00| BRIDGE RAILING, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 391 -11 TABULATION OF BIDS CALL ORDER : 391 CONTRACT ID : B -30481-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1339168 |( 5 ) 35-1690004 |( ) |LAPORTE CONSTRUCTION CO |NORTHERN INDIANA CONSTRUCTIO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 202-90747 561.000 LFT | 40.51000 22726.11| 15.30000 8583.30| RETAINING WALL, REMOVE | | | 0022 202-93047 1.000 EACH | 1301.06000 1301.06| 1551.88000 1551.88| MANHOLE, REMOVE | | | 0023 202-93615 914.000 SYS | 1.00000 914.00| 24.20000 22118.80| CONCRETE, REMOVE | | | 0024 202-96133 694.000 LFT | 8.25000 5725.50| 22.35000 15510.90| PIPE, REMOVE | | | 0025 203-02000 7474.000 CYS | 26.31000 196640.94| 12.50000 93425.00| EXCAVATION, COMMON | | | 0026 203-02070 102.000 CYS | 30.12000 3072.24| 27.00000 2754.00| BORROW | | | 0027 205-06933 6.000 EACH | 90.00000 540.00| 90.00000 540.00| TEMPORARY DITCH INLET PROTECTION | | | 0028 205-06937 2860.000 LFT | 2.81000 8036.60| 1.52000 4347.20| TEMPORARY SILT FENCE | | | 0029 206-51230 67.000 CYS | 11.64000 779.88| 23.10000 1547.70| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0030 207-08264 2725.000 SYS | 9.89000 26950.25| 2.70000 7357.50| SUBGRADE TREATMENT, TYPE II | | | 0031 207-08267 200.000 SYS | 7.32000 1464.00| 8.90000 1780.00| SUBGRADE TREATMENT, TYPE IIIA | | | 0032 210-04181 17.000 EACH | 978.00000 16626.00| 460.00000 7820.00| BICYCLE RACK | | | 0033 210-09411 2.000 EACH | 21000.00000 42000.00| 10617.35000 21234.70| MARKER , HISTORICAL | | | 0034 210-97671 6.000 EACH | 2191.56000 13149.36| 4490.00000 26940.00| PICNIC TABLE | | | 0035 211-02050 2804.000 CYS | 1.00000 2804.00| 44.60000 125058.40| B BORROW | | | 0036 211-09264 84.000 CYS | 43.25000 3633.00| 24.35000 2045.40| STRUCTURE BACKFILL, TYPE 1 | | | 0037 211-09265 121.000 CYS | 43.25000 5233.25| 30.00000 3630.00| STRUCTURE BACKFILL, TYPE 2 | | | 0038 211-09266 1204.000 CYS | 32.17000 38732.68| 53.65000 64594.60| STRUCTURE BACKFILL, TYPE 3 | | | 0039 302-07455 327.000 CYS | 59.27000 19381.29| 76.25000 24933.75| DENSE GRADED SUBBASE | | | 0040 303-01180 1433.000 TON | 29.40000 42130.20| 21.00000 30093.00| COMPACTED AGGREGATE, NO. 53 | | | 0041 304-07490 236.000 TON | 74.00000 17464.00| 67.65000 15965.40| HMA PATCHING, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 391 -12 TABULATION OF BIDS CALL ORDER : 391 CONTRACT ID : B -30481-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1339168 |( 5 ) 35-1690004 |( ) |LAPORTE CONSTRUCTION CO |NORTHERN INDIANA CONSTRUCTIO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 306-08034 2003.000 SYS | 4.39000 8793.17| 2.80000 5608.40| MILLING, ASPHALT, 1 1/2 IN. | | | 0043 402-07432 178.000 TON | 64.00000 11392.00| 62.00000 11036.00| HMA SURFACE, TYPE A | | | 0044 402-07433 260.000 TON | 64.00000 16640.00| 62.00000 16120.00| HMA SURFACE, TYPE B | | | 0045 402-07435 297.000 TON | 50.00000 14850.00| 55.00000 16335.00| HMA INTERMEDIATE, TYPE A | | | 0046 402-07438 159.000 TON | 50.00000 7950.00| 55.00000 8745.00| HMA INTERMEDIATE, TYPE B | | | 0047 402-07441 505.000 TON | 48.50000 24492.50| 52.00000 26260.00| HMA BASE, TYPE B | | | 0048 406-05520 2.500 TON | 1.00000 2.50| 200.00000 500.00| ASPHALT FOR TACK COAT | | | 0049 502-06627 2146.000 SYS | 32.00000 68672.00| 32.00000 68672.00| PCCP, 6 IN. | | | 0050 604-04740 128.000 SFT | 39.06000 4999.68| 25.00000 3200.00| PAVERS , CONCRETE | | | 0051 604-07894 15.000 SYS | 85.00000 1275.00| 85.00000 1275.00| CURB RAMP, CONCRETE, A | | | 0052 604-07897 9.000 SYS | 85.00000 765.00| 85.00000 765.00| CURB RAMP, CONCRETE, C | | | 0053 604-07901 15.000 SYS | 85.00000 1275.00| 85.00000 1275.00| CURB RAMP, CONCRETE, G | | | 0054 604-07903 10.000 SYS | 85.00000 850.00| 85.00000 850.00| CURB RAMP, CONCRETE, K | | | 0055 604-44251 23.700 CYS | 600.00000 14220.00| 657.00000 15570.90| STEPS, CONCRETE | | | 0056 604-91531 436.000 SYS | 27.00000 11772.00| 27.00000 11772.00| SIDEWALK, CONCRETE, 4 IN. | | | 0057 605-04742 LUMP | 65000.00000 65000.00| 54750.00000 54750.00| WALL , FIELD STONE | | | 0058 605-06090 104.000 LFT | 26.13000 2717.52| 18.00000 1872.00| CURB, INTEGRAL, CONCRETE | | | 0059 605-06120 2340.000 LFT | 26.14000 61167.60| 12.50000 29250.00| CURB, CONCRETE | | | 0060 610-09108 174.000 SYS | 40.00000 6960.00| 40.00000 6960.00| PCCP FOR APPROACHES, 9 IN. | | | 0061 611-03671 6.000 EACH | 1839.56000 11037.36| 1655.00000 9930.00| TRASH RECEPTACLE | | | 0062 611-05330 116.000 SYS | 125.12000 14513.92| 48.00000 5568.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 391 -13 TABULATION OF BIDS CALL ORDER : 391 CONTRACT ID : B -30481-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1339168 |( 5 ) 35-1690004 |( ) |LAPORTE CONSTRUCTION CO |NORTHERN INDIANA CONSTRUCTIO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0063 616-02320 12.000 SYS | 3.83000 45.96| 8.10000 97.20| GEOTEXTILES | | | 0064 616-05688 705.000 TON | 164.02000 115634.10| 119.60000 84318.00| RIPRAP, CLASS 1 | | | 0065 616-06405 3.000 TON | 116.17000 348.51| 40.00000 120.00| RIPRAP, REVETMENT | | | 0066 616-94213 49.000 SYS | 255.72000 12530.28| 87.00000 4263.00| RIPRAP, GROUTED | | | 0067 621-01004 1.000 EACH | 425.00000 425.00| 425.00000 425.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0068 621-02770 89.000 SYS | 5.85000 520.65| 5.85000 520.65| EROSION CONTROL BLANKET | | | 0069 621-06560 8462.000 SYS | 0.46000 3892.52| 0.46000 3892.52| MULCHED SEEDING, U | | | 0070 621-06574 582.000 SYS | 5.80000 3375.60| 5.80000 3375.60| SODDING | | | 0071 621-98038 156.000 CYS | 80.00000 12480.00| 80.00000 12480.00| MULCH, HARDWOOD SHREDDED BARK | | | 0072 622-01937 1560.000 EACH | 2.50000 3900.00| 2.50000 3900.00| PLANT , BULB | | | 0073 622-01937 15.000 EACH | 505.00000 7575.00| 505.00000 7575.00| PLANT , CONEFEROUS EVRGREEN TREE, | | | 0074 622-01937 77.000 EACH | 41.00000 3157.00| 41.00000 3157.00| PLANT , CONIFEROUS EVERGREEN SHRUB, NO. | | | 3 CONT | | | 0075 622-01937 36.000 EACH | 48.00000 1728.00| 48.00000 1728.00| PLANT , DECIDUOUS SHRUB, NO. 3 CONT. | | | 0076 622-01937 19.000 EACH | 280.00000 5320.00| 280.00000 5320.00| PLANT , DECIDUOUS TREE, SINGLE STEM, | | | 0077 622-01937 18.000 EACH | 370.00000 6660.00| 370.00000 6660.00| PLANT , DECIDUOUS TREE, SINGLE STEM, | | | 0078 622-01937 18.000 EACH | 395.00000 7110.00| 395.00000 7110.00| PLANT , DECIDUOUS TREE, SINGLE STEM, | | | 0079 622-01937 410.000 EACH | 23.00000 9430.00| 23.00000 9430.00| PLANT , GRASS, NO. 2 CONT. | | | 0080 622-01937 476.000 EACH | 2.20000 1047.20| 2.20000 1047.20| PLANT , GROUNDCOVER, 2.5 IN. POT | | | 0081 622-01937 950.000 EACH | 17.95000 17052.50| 17.95000 17052.50| PLANT , PERENNIAL, NO. 2 CONT. | | | 0082 628-09401 15.000 MOS | 2325.96000 34889.40| 2090.00000 31350.00| FIELD OFFICE, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 391 -14 TABULATION OF BIDS CALL ORDER : 391 CONTRACT ID : B -30481-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1339168 |( 5 ) 35-1690004 |( ) |LAPORTE CONSTRUCTION CO |NORTHERN INDIANA CONSTRUCTIO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0083 628-09407 15.000 MOS | 260.00000 3900.00| 550.00000 8250.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0084 702-03607 16.000 EACH | 801.03000 12816.48| 635.00000 10160.00| CORED HOLE IN CONCRETE | | | 0085 702-05696 12900.000 SFT | 8.87000 114423.00| 6.70000 86430.00| WATERPROOFING , ARCH RING | | | 0086 702-51100 1143.000 LBS | 2.75000 3143.25| 3.75000 4286.25| DRAIN PIPE, CAST IRON, 6 IN. | | | 0087 702-51110 1440.000 LBS | 6.40000 9216.00| 4.70000 6768.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0088 702-51863 1890.000 EACH | 10.62000 20071.80| 10.50000 19845.00| FIELD DRILLED HOLE IN CONCRETE | | | 0089 702-93722 159.800 CYS | 282.71000 45177.06| 500.00000 79900.00| CONCRETE, C | | | 0090 703-51030 1701.000 LBS | 0.89000 1513.89| 1.18000 2007.18| REINFORCING STEEL | | | 0091 703-51032 370390.000 LBS | 0.71000 262976.90| 1.50000 555585.00| REINFORCING STEEL, EPOXY COATED | | | 0092 704-51002 747.500 CYS | 598.60000 447453.50| 725.00000 541937.50| CONCRETE, C, SUPERSTRUCTURE | | | 0093 706-01268 60.000 LFT | 103.56000 6213.60| 252.00000 15120.00| HANDRAIL, ALUMINUM | | | 0094 706-06349 1603.000 LFT | 230.45000 369411.35| 173.75000 278521.25| RAILING, TX , MODIFIED | | | 0095 706-08496 24.000 SYS | 60.00000 1440.00| 60.00000 1440.00| REINFORCED CONCRETE MOMENT SLAB, 12 IN. | | | 0096 706-09545 4.000 CYS | 92.48000 369.92| 79.00000 316.00| COARSE AGGREGATE, NO. 8 | | | 0097 707-08357 821.000 LFT | 283.70000 232917.70| 350.00000 287350.00| STRUCTURAL , MEMBERS, CONC GRADE BEAM, | | | TYPE A | | | 0098 707-08357 162.000 LFT | 281.62000 45622.44| 350.00000 56700.00| STRUCTURAL , MEMBERS, CONC GRADE BEAM, | | | TYPE B | | | 0099 707-08357 656.000 LFT | 294.18000 192982.08| 350.00000 229600.00| STRUCTURAL , MEMBERS, CONC GRADE BEAM, | | | TYPE C | | | 0100 707-08357 131.000 LFT | 291.00000 38121.00| 350.00000 45850.00| STRUCTURAL , MEMBERS, CONC GRADE BEAM, | | | TYPE D | | | 0101 707-08357 88.000 LFT | 314.94000 27714.72| 350.00000 30800.00| STRUCTURAL , MEMBERS, CONC GRADE BEAM, | | | TYPE E | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 391 -15 TABULATION OF BIDS CALL ORDER : 391 CONTRACT ID : B -30481-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1339168 |( 5 ) 35-1690004 |( ) |LAPORTE CONSTRUCTION CO |NORTHERN INDIANA CONSTRUCTIO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0102 708-51813 1500.000 SFT | 150.00000 225000.00| 57.00000 85500.00| PNEUMATICALLY PLACED MORTAR | | | 0103 708-51814 1500.000 SFT | 12.00000 18000.00| 9.00000 13500.00| WELDED STEEL WIRE FABRIC | | | 0104 709-07110 58385.000 SFT | 2.95000 172235.75| 0.60000 35031.00| SEAL COAT, GRAFFITI RESISTANT | | | 0105 709-51821 LUMP | 30000.00000 30000.00| 30050.00000 30050.00| SURFACE SEAL | | | 0106 711-90932 390.000 LFT | 9.45000 3685.50| 9.45000 3685.50| EDGING, STEEL , LANDSCAPE | | | 0107 712-03812 7.000 EACH | 1624.00000 11368.00| 1490.00000 10430.00| BENCH | | | 0108 714-07665 LUMP | 214610.54000 214610.54| 55500.00000 55500.00| RETAINING WALL , FIELD STONE | | | 0109 714-44240 424.800 CYS | 1771.73000 752630.90| 2500.00000 1062000.00| CONCRETE, A, STRUCTURES | | | 0110 715-01472 1.000 EACH | 1050.90000 1050.90| 865.00000 865.00| PIPE END SECTION, PRECAST CONCRETE, 18 | | | IN. | | | 0111 715-01765 1.000 EACH | 275.00000 275.00| 790.00000 790.00| PIPE END SECTION, PRECAST CONCRETE, 12 | | | IN. | | | 0112 715-04608 570.000 LFT | 28.00000 15960.00| 125.00000 71250.00| PIPE, INSULATION AND JACKET | | | 0113 715-05149 264.000 LFT | 52.79000 13936.56| 36.00000 9504.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0114 715-05152 640.000 LFT | 56.49000 36153.60| 40.55000 25952.00| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0115 715-05154 441.000 LFT | 62.19000 27425.79| 48.00000 21168.00| PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0116 715-07073 520.000 LFT | 110.00000 57200.00| 135.00000 70200.00| WATER LINE , STEEL CASING, 28 IN. | | | 0117 715-91738 26.000 LFT | 40.00000 1040.00| 36.10000 938.60| WATER MAIN, DUCTILE IRON, 6 IN. | | | 0118 715-92544 671.000 LFT | 53.00000 35563.00| 60.00000 40260.00| WATER MAIN, DUCTILE IRON, 12 IN. | | | 0119 720-01091 2.000 EACH | 5321.26000 10642.52| 2600.00000 5200.00| MANHOLE, C10, MODIFIED | | | 0120 720-44000 2.000 EACH | 748.71000 1497.42| 625.00000 1250.00| CASTING, ADJUST TO GRADE | | | 0121 720-45045 2.000 EACH | 5471.26000 10942.52| 1850.00000 3700.00| INLET, J10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 391 -16 TABULATION OF BIDS CALL ORDER : 391 CONTRACT ID : B -30481-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1339168 |( 5 ) 35-1690004 |( ) |LAPORTE CONSTRUCTION CO |NORTHERN INDIANA CONSTRUCTIO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0122 720-45205 4.000 EACH | 5491.26000 21965.04| 2400.00000 9600.00| CATCH BASIN, A2 | | | 0123 720-45240 6.000 EACH | 5471.26000 32827.56| 2300.00000 13800.00| CATCH BASIN, J10 | | | 0124 720-45250 2.000 EACH | 5471.26000 10942.52| 2300.00000 4600.00| CATCH BASIN, K10 | | | 0125 720-45275 2.000 EACH | 4923.26000 9846.52| 1650.00000 3300.00| PIPE CATCH BASIN, 24 IN. | | | 0126 720-94612 1.000 EACH | 6895.27000 6895.27| 4800.00000 4800.00| MANHOLE, K4 | | | 0127 720-96999 1.000 EACH | 4725.00000 4725.00| 4050.00000 4050.00| FIRE HYDRANT ASSEMBLY | | | 0128 723-08608 963.000 SFT | 100.00000 96300.00| 30.05000 28938.15| WINGWALL | | | 0129 723-09643 51.000 LFT | 3452.30000 176067.30| 2990.75000 152528.25| STRUCTURE, PRECAST THREE-SIDED, 288 IN. | | | X 156 IN. | | | 0130 727-90308 120.000 LFT | 65.00000 7800.00| 95.00000 11400.00| EPOXY INJECTION, CRACK PREPARATION | | | 0131 727-90309 36.000 GAL | 150.00000 5400.00| 77.00000 2772.00| EPOXY INJECTION, EPOXY MATERIAL | | | 0132 727-93560 LUMP | 5000.00000 5000.00| 4370.00000 4370.00| EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0133 728-98377 LUMP | 97166.25000 97166.25| 108720.00000 108720.00| MASONRY COATING | | | 0134 729-51875 500.000 SFT | 15.00000 7500.00| 35.95000 17975.00| CONCRETE, A, PATCHING | | | 0135 732-02533 2.000 EACH | 2650.00000 5300.00| 2500.00000 5000.00| VALVE WITH BOX RESTRAINED, GATE, | | | DUCTILE IRON, 12 IN. | | | 0136 801-03290 4.000 EACH | 500.00000 2000.00| 150.00000 600.00| CONSTRUCTION SIGN, C | | | 0137 801-06775 LUMP | 20266.44000 20266.44| 50020.00000 50020.00| MAINTAINING TRAFFIC | | | 0138 805-04973 75.000 LFT | 7.75000 581.25| 10.00000 750.00| CONDUIT , SCHEDULE 80 PVC, 4 IN. | | | 0139 805-06592 2800.000 LFT | 6.90000 19320.00| 10.00000 28000.00| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0140 805-90187 1690.000 LFT | 16.65000 28138.50| 18.90000 31941.00| CONDUIT, STEEL, GALVANIZED, 4 IN. | | | 0141 807-02822 1.000 EACH | 320.00000 320.00| 1000.00000 1000.00| LIGHT POLE, STEEL, RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 391 -17 TABULATION OF BIDS CALL ORDER : 391 CONTRACT ID : B -30481-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1339168 |( 5 ) 35-1690004 |( ) |LAPORTE CONSTRUCTION CO |NORTHERN INDIANA CONSTRUCTIO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0144 807-04654 25.000 EACH | 2535.00000 63375.00| 2100.00000 52500.00| LIGHT POLE , TYPE A ROADWAY STD., | | | 12'-0" POLE, | | | 0145 807-04654 4.000 EACH | 725.00000 2900.00| 1000.00000 4000.00| LIGHT POLE , TYPE B STANDARD, TUNNEL | | | AREA | | | 0146 807-04654 12.000 EACH | 2485.00000 29820.00| 2100.00000 25200.00| LIGHT POLE , TYPE C ROADWAY STD., 8'-0" | | | POLE, | | | 0147 808-03632 1093.000 LFT | 2.50000 2732.50| 2.00000 2186.00| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0148 808-06706 31.000 LFT | 10.00000 310.00| 8.00000 248.00| LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0149 808-75205 316.000 LFT | 0.70000 221.20| 0.50000 158.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0150 808-75215 295.000 LFT | 2.00000 590.00| 6.00000 1770.00| LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | 0151 808-75245 1947.000 LFT | 0.70000 1362.90| 0.50000 973.50| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0152 808-97664 1.000 EACH | 200.00000 200.00| 300.00000 300.00| PAVEMENT MESSAGE MARKINGS THERMOPLASTIC | | | HANDICAP SYMBOL | | | 0153 805-06595 1760.000 LFT | 3.38000 5948.80| 3.50000 6160.00| CONDUIT, PVC, 2 IN. , SCHEDULE 80 FOR | | | ELECTRIC | | | 0154 622-04992 20.000 EACH | 38.00000 760.00| 30.00000 600.00| DRAIN , ASSEMBLY CONDUIT | | | SECTION TOTALS | $ 6,842,945.09| $ 7,945,755.93| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,842,945.09| $ 7,945,755.93| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 401 -1 VENDOR RANKING CALL ORDER : 401 CONTRACT ID : B -31106-A COUNTIES : CLINTON LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : BRIDGE REPLACEMENT, CONCRETE COMPLETION DATE : 07/31/10 LOCATION : ON CR 300N OVER SOUTH FORK OF WILDCAT CREEK PROJECT(S) : 0500906 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 JACK ISOM CONSTRUCTION CO $ 424,125.15 100.0000% 2 35-1310611 DUNCAN ROBERTSON INC $ 491,910.70 115.9824% 3 35-1381845 GEORGE R HARVEY & SON INC $ 510,663.25 120.4039% 4 35-1523985 WIRTZ & YATES INC $ 571,482.45 134.7438% 5 35-1917625 MILESTONE CONTRACTORS LP $ 606,351.99 142.9653% 6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 616,401.71 145.3349% 7 90-0177865 HIS CONSTRUCTORS LLC $ 713,324.16 168.1872% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 401 -2 TABULATION OF BIDS CALL ORDER : 401 CONTRACT ID : B -31106-A COUNTIES : CLINTON LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1310611 |( 3 ) 35-1381845 |JACK ISOM CONSTRUCTION CO |DUNCAN ROBERTSON INC |GEORGE R HARVEY & SON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT, CONCRETE | | | 0001 105-06845 LUMP | 4500.00000 4500.00| 5000.00000 5000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 175.00000 175.00| 250.00000 250.00| 200.00000 200.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 175.00000 2100.00| 50.00000 600.00| 100.00000 1200.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 20000.00000 20000.00| 22500.00000 22500.00| 25500.00000 25500.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 5500.00000 5500.00| 8000.00000 8000.00| 18400.00000 18400.00 CLEARING RIGHT OF WAY | | | 0013 202-51330 LUMP | 22000.00000 22000.00| 25000.00000 25000.00| 21000.00000 21000.00 PRESENT STRUCTURE, REMOVE | | | 0014 203-02000 1020.000 CYS | 8.50000 8670.00| 15.00000 15300.00| 10.00000 10200.00 EXCAVATION, COMMON | | | 0015 203-51223 415.000 CYS | 10.00000 4150.00| 15.00000 6225.00| 10.00000 4150.00 EXCAVATION, WATERWAY | | | 0016 205-03371 25.000 CYS | 15.00000 375.00| 15.00000 375.00| 10.00000 250.00 SEDIMENT, REMOVE | | | 0017 205-06932 163.000 LFT | 6.00000 978.00| 1.00000 163.00| 12.50000 2037.50 TEMPORARY CHECK DAM, STRAW BALES | | | 0018 205-06936 7.500 TON | 95.00000 712.50| 20.00000 150.00| 40.00000 300.00 TEMPORARY SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 401 -3 TABULATION OF BIDS CALL ORDER : 401 CONTRACT ID : B -31106-A COUNTIES : CLINTON LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1310611 |( 3 ) 35-1381845 |JACK ISOM CONSTRUCTION CO |DUNCAN ROBERTSON INC |GEORGE R HARVEY & SON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 205-06937 1070.000 LFT | 1.50000 1605.00| 1.00000 1070.00| 2.00000 2140.00 TEMPORARY SILT FENCE | | | 0020 205-09543 100.000 TON | 15.00000 1500.00| 5.00000 500.00| 30.00000 3000.00 NO 2 STONE | | | 0021 206-51220 95.000 CYS | 75.00000 7125.00| 150.00000 14250.00| 525.00000 49875.00 EXCAVATION, WET | | | 0022 206-51230 41.000 CYS | 12.00000 492.00| 20.00000 820.00| 15.00000 615.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0023 207-08267 1985.000 SYS | 7.00000 13895.00| 5.00000 9925.00| 7.00000 13895.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0024 213-09269 8.000 CYS | 225.00000 1800.00| 150.00000 1200.00| 100.00000 800.00 FLOWABLE BACKFILL, NON-REMOVABLE | | | 0025 301-07448 730.000 TON | 16.00000 11680.00| 20.00000 14600.00| 18.00000 13140.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 302-07455 26.000 CYS | 45.00000 1170.00| 50.00000 1300.00| 40.00000 1040.00 DENSE GRADED SUBBASE | | | 0027 402-07432 135.000 TON | 130.00000 17550.00| 125.00000 16875.00| 100.00000 13500.00 HMA SURFACE, TYPE A | | | 0028 402-07435 225.000 TON | 95.00000 21375.00| 90.00000 20250.00| 81.00000 18225.00 HMA INTERMEDIATE, TYPE A | | | 0029 406-05521 1590.000 SYS | 0.70000 1113.00| 0.55000 874.50| 0.33000 524.70 ASPHALT FOR TACK COAT | | | 0030 601-01846 1.000 EACH | 1800.00000 1800.00| 2200.00000 2200.00| 1650.00000 1650.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0031 601-06037 3.000 EACH | 985.00000 2955.00| 850.00000 2550.00| 930.00000 2790.00 GUARDRAIL END TREATMENT, I | | | 0032 601-06374 4.000 EACH | 900.00000 3600.00| 750.00000 3000.00| 852.50000 3410.00 GUARDRAIL TRANSITION, TGS-1 | | | 0033 601-99105 800.000 LFT | 17.25000 13800.00| 17.50000 14000.00| 17.05000 13640.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0034 609-06257 150.000 SYS | 58.00000 8700.00| 90.00000 13500.00| 70.00000 10500.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0035 610-07486 20.000 TON | 220.00000 4400.00| 210.00000 4200.00| 146.30000 2926.00 HMA FOR APPROACHES, TYPE A | | | 0036 611-06497 1.000 EACH | 355.00000 355.00| 150.00000 150.00| 330.00000 330.00 MAILBOX ASSEMBLY, SINGLE | | | 0037 615-06505 2.000 EACH | 925.00000 1850.00| 675.00000 1350.00| 797.50000 1595.00 MONUMENT, B | | | 0038 616-02320 603.000 SYS | 3.00000 1809.00| 4.00000 2412.00| 3.00000 1809.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 401 -4 TABULATION OF BIDS CALL ORDER : 401 CONTRACT ID : B -31106-A COUNTIES : CLINTON LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1310611 |( 3 ) 35-1381845 |JACK ISOM CONSTRUCTION CO |DUNCAN ROBERTSON INC |GEORGE R HARVEY & SON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 616-05688 570.000 TON | 50.00000 28500.00| 35.00000 19950.00| 40.00000 22800.00 RIPRAP, CLASS 1 | | | 0040 616-06405 26.000 TON | 25.00000 650.00| 30.00000 780.00| 25.00000 650.00 RIPRAP, REVETMENT | | | 0041 621-01004 2.000 EACH | 500.00000 1000.00| 300.00000 600.00| 315.00000 630.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-02363 3300.000 SYS | 1.35000 4455.00| 0.50000 1650.00| 0.51000 1683.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0043 621-02770 205.000 SYS | 5.00000 1025.00| 2.60000 533.00| 2.80000 574.00 EROSION CONTROL BLANKET | | | 0044 621-06559 3300.000 SYS | 1.75000 5775.00| 0.65000 2145.00| 0.71000 2343.00 MULCHED SEEDING, R | | | 0045 621-06567 3.000 kGAL | 1.00000 3.00| 1.10000 3.30| 1.15000 3.45 WATER | | | 0046 621-06574 151.000 SYS | 5.00000 755.00| 5.00000 755.00| 5.35000 807.85 SODDING | | | 0047 621-06575 415.000 SYS | 5.00000 2075.00| 5.00000 2075.00| 5.35000 2220.25 SODDING, NURSERY | | | 0048 622-52436 3.000 EACH | 50.00000 150.00| 25.00000 75.00| 26.50000 79.50 SIGN, DO NOT MOW OR SPRAY | | | 0049 628-09401 12.000 MOS | 2200.00000 26400.00| 1500.00000 18000.00| 2200.00000 26400.00 FIELD OFFICE, A | | | 0050 701-96089 890.000 LFT | 28.00000 24920.00| 35.00000 31150.00| 45.50000 40495.00 PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 250 IN, 14 IN | | | 0051 702-51005 70.400 CYS | 400.00000 28160.00| 600.00000 42240.00| 475.00000 33440.00 CONCRETE, A, SUBSTRUCTURE | | | 0052 703-51030 6346.000 LBS | 0.55000 3490.30| 0.90000 5711.40| 0.75000 4759.50 REINFORCING STEEL | | | 0053 703-51032 40465.000 LBS | 0.59000 23874.35| 0.90000 36418.50| 0.80000 32372.00 REINFORCING STEEL, EPOXY COATED | | | 0054 704-51002 163.800 CYS | 400.00000 65520.00| 625.00000 102375.00| 450.00000 73710.00 CONCRETE, C, SUPERSTRUCTURE | | | 0055 706-06344 193.750 LFT | 68.00000 13175.00| 60.00000 11625.00| 70.00000 13562.50 RAILING, TS-1 | | | 0056 709-51821 LUMP | 2000.00000 2000.00| 2500.00000 2500.00| 2000.00000 2000.00 SURFACE SEAL | | | 0057 715-90834 30.000 LFT | 10.00000 300.00| 20.00000 600.00| 15.00000 450.00 PIPE, DRAINTILE, 12 IN. | | | 0058 801-04308 4.000 EACH | 255.00000 1020.00| 375.00000 1500.00| 198.00000 792.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 401 -5 TABULATION OF BIDS CALL ORDER : 401 CONTRACT ID : B -31106-A COUNTIES : CLINTON LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1310611 |( 3 ) 35-1381845 |JACK ISOM CONSTRUCTION CO |DUNCAN ROBERTSON INC |GEORGE R HARVEY & SON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 801-06625 4.000 EACH | 122.00000 488.00| 115.00000 460.00| 88.00000 352.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0060 801-06640 4.000 EACH | 200.00000 800.00| 155.00000 620.00| 165.00000 660.00 CONSTRUCTION SIGN, A | | | 0061 801-07118 72.000 LFT | 15.00000 1080.00| 12.50000 900.00| 10.25000 738.00 BARRICADE, III-A | | | 0062 801-07119 48.000 LFT | 16.00000 768.00| 13.50000 648.00| 10.25000 492.00 BARRICADE, III-B | | | SECTION TOTALS | $ 424,125.15| $ 491,910.70| $ 510,663.25 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 424,125.15| $ 491,910.70| $ 510,663.25 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 401 -6 TABULATION OF BIDS CALL ORDER : 401 CONTRACT ID : B -31106-A COUNTIES : CLINTON LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1523985 |( 5 ) 35-1917625 |( 6 ) 35-1618530 |WIRTZ & YATES INC |MILESTONE CONTRACTORS LP |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT, CONCRETE | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 4200.00000 4200.00| 5500.00000 5500.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 250.00000 250.00| 90.00000 90.00| 350.00000 350.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 100.00000 1200.00| 121.00000 1452.00| 75.00000 900.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 33000.00000 33000.00| 30250.00000 30250.00| 30820.08000 30820.08 MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 20000.00000 20000.00| 12050.00000 12050.00| 12328.03000 12328.03 CLEARING RIGHT OF WAY | | | 0013 202-51330 LUMP | 30000.00000 30000.00| 76000.00000 76000.00| 54000.00000 54000.00 PRESENT STRUCTURE, REMOVE | | | 0014 203-02000 1020.000 CYS | 10.00000 10200.00| 20.00000 20400.00| 12.00000 12240.00 EXCAVATION, COMMON | | | 0015 203-51223 415.000 CYS | 18.00000 7470.00| 25.00000 10375.00| 15.00000 6225.00 EXCAVATION, WATERWAY | | | 0016 205-03371 25.000 CYS | 15.00000 375.00| 40.00000 1000.00| 25.00000 625.00 SEDIMENT, REMOVE | | | 0017 205-06932 163.000 LFT | 14.00000 2282.00| 10.00000 1630.00| 10.90000 1776.70 TEMPORARY CHECK DAM, STRAW BALES | | | 0018 205-06936 7.500 TON | 50.00000 375.00| 140.00000 1050.00| 50.00000 375.00 TEMPORARY SEDIMENT TRAP | | | 0019 205-06937 1070.000 LFT | 3.25000 3477.50| 1.60000 1712.00| 1.72000 1840.40 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 401 -7 TABULATION OF BIDS CALL ORDER : 401 CONTRACT ID : B -31106-A COUNTIES : CLINTON LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1523985 |( 5 ) 35-1917625 |( 6 ) 35-1618530 |WIRTZ & YATES INC |MILESTONE CONTRACTORS LP |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-09543 100.000 TON | 18.00000 1800.00| 24.95000 2495.00| 40.00000 4000.00 NO 2 STONE | | | 0021 206-51220 95.000 CYS | 90.00000 8550.00| 120.00000 11400.00| 150.00000 14250.00 EXCAVATION, WET | | | 0022 206-51230 41.000 CYS | 20.00000 820.00| 21.10000 865.10| 65.00000 2665.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0023 207-08267 1985.000 SYS | 10.00000 19850.00| 13.50000 26797.50| 13.00000 25805.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0024 213-09269 8.000 CYS | 100.00000 800.00| 190.00000 1520.00| 150.00000 1200.00 FLOWABLE BACKFILL, NON-REMOVABLE | | | 0025 301-07448 730.000 TON | 23.00000 16790.00| 24.00000 17520.00| 30.00000 21900.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 302-07455 26.000 CYS | 48.00000 1248.00| 60.00000 1560.00| 85.00000 2210.00 DENSE GRADED SUBBASE | | | 0027 402-07432 135.000 TON | 139.90000 18886.50| 86.20000 11637.00| 90.50000 12217.50 HMA SURFACE, TYPE A | | | 0028 402-07435 225.000 TON | 101.20000 22770.00| 70.00000 15750.00| 73.50000 16537.50 HMA INTERMEDIATE, TYPE A | | | 0029 406-05521 1590.000 SYS | 0.59000 938.10| 0.40000 636.00| 0.30000 477.00 ASPHALT FOR TACK COAT | | | 0030 601-01846 1.000 EACH | 1775.00000 1775.00| 1520.00000 1520.00| 1500.00000 1500.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0031 601-06037 3.000 EACH | 997.00000 2991.00| 845.00000 2535.00| 845.00000 2535.00 GUARDRAIL END TREATMENT, I | | | 0032 601-06374 4.000 EACH | 914.50000 3658.00| 775.00000 3100.00| 775.00000 3100.00 GUARDRAIL TRANSITION, TGS-1 | | | 0033 601-99105 800.000 LFT | 18.30000 14640.00| 15.50000 12400.00| 15.50000 12400.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0034 609-06257 150.000 SYS | 55.00000 8250.00| 88.00000 13200.00| 100.00000 15000.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0035 610-07486 20.000 TON | 236.00000 4720.00| 128.34000 2566.80| 133.00000 2660.00 HMA FOR APPROACHES, TYPE A | | | 0036 611-06497 1.000 EACH | 355.00000 355.00| 300.00000 300.00| 300.00000 300.00 MAILBOX ASSEMBLY, SINGLE | | | 0037 615-06505 2.000 EACH | 855.50000 1711.00| 725.00000 1450.00| 725.00000 1450.00 MONUMENT, B | | | 0038 616-02320 603.000 SYS | 3.50000 2110.50| 1.18000 711.54| 3.00000 1809.00 GEOTEXTILES | | | 0039 616-05688 570.000 TON | 50.00000 28500.00| 30.00000 17100.00| 25.00000 14250.00 RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 401 -8 TABULATION OF BIDS CALL ORDER : 401 CONTRACT ID : B -31106-A COUNTIES : CLINTON LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1523985 |( 5 ) 35-1917625 |( 6 ) 35-1618530 |WIRTZ & YATES INC |MILESTONE CONTRACTORS LP |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 616-06405 26.000 TON | 30.00000 780.00| 46.71000 1214.46| 35.00000 910.00 RIPRAP, REVETMENT | | | 0041 621-01004 2.000 EACH | 325.00000 650.00| 275.00000 550.00| 275.00000 550.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-02363 3300.000 SYS | 0.52000 1716.00| 0.44000 1452.00| 0.44000 1452.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0043 621-02770 205.000 SYS | 3.10000 635.50| 2.42000 496.10| 2.42000 496.10 EROSION CONTROL BLANKET | | | 0044 621-06559 3300.000 SYS | 0.70000 2310.00| 0.62000 2046.00| 0.62000 2046.00 MULCHED SEEDING, R | | | 0045 621-06567 3.000 kGAL | 1.10000 3.30| 1.00000 3.00| 1.00000 3.00 WATER | | | 0046 621-06574 151.000 SYS | 5.75000 868.25| 4.65000 702.15| 4.65000 702.15 SODDING | | | 0047 621-06575 415.000 SYS | 5.75000 2386.25| 4.65000 1929.75| 4.65000 1929.75 SODDING, NURSERY | | | 0048 622-52436 3.000 EACH | 47.50000 142.50| 40.00000 120.00| 40.00000 120.00 SIGN, DO NOT MOW OR SPRAY | | | 0049 628-09401 12.000 MOS | 2400.00000 28800.00| 2700.00000 32400.00| 2100.00000 25200.00 FIELD OFFICE, A | | | 0050 701-96089 890.000 LFT | 47.00000 41830.00| 53.00000 47170.00| 75.00000 66750.00 PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 250 IN, 14 IN | | | 0051 702-51005 70.400 CYS | 550.00000 38720.00| 648.00000 45619.20| 850.00000 59840.00 CONCRETE, A, SUBSTRUCTURE | | | 0052 703-51030 6346.000 LBS | 1.05000 6663.30| 0.74000 4696.04| 1.00000 6346.00 REINFORCING STEEL | | | 0053 703-51032 40465.000 LBS | 1.15000 46534.75| 0.78000 31562.70| 1.00000 40465.00 REINFORCING STEEL, EPOXY COATED | | | 0054 704-51002 163.800 CYS | 600.00000 98280.00| 700.00000 114660.00| 650.00000 106470.00 CONCRETE, C, SUPERSTRUCTURE | | | 0055 706-06344 193.750 LFT | 68.00000 13175.00| 55.00000 10656.25| 70.00000 13562.50 RAILING, TS-1 | | | 0056 709-51821 LUMP | 3500.00000 3500.00| 1810.00000 1810.00| 1800.00000 1800.00 SURFACE SEAL | | | 0057 715-90834 30.000 LFT | 12.00000 360.00| 35.00000 1050.00| 35.00000 1050.00 PIPE, DRAINTILE, 12 IN. | | | 0058 801-04308 4.000 EACH | 300.00000 1200.00| 185.00000 740.00| 230.00000 920.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0059 801-06625 4.000 EACH | 120.00000 480.00| 90.00000 360.00| 95.00000 380.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 401 -9 TABULATION OF BIDS CALL ORDER : 401 CONTRACT ID : B -31106-A COUNTIES : CLINTON LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1523985 |( 5 ) 35-1917625 |( 6 ) 35-1618530 |WIRTZ & YATES INC |MILESTONE CONTRACTORS LP |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 801-06640 4.000 EACH | 200.00000 800.00| 155.00000 620.00| 167.00000 668.00 CONSTRUCTION SIGN, A | | | 0061 801-07118 72.000 LFT | 15.00000 1080.00| 10.00000 720.00| 12.00000 864.00 BARRICADE, III-A | | | 0062 801-07119 48.000 LFT | 16.00000 768.00| 10.30000 494.40| 13.00000 624.00 BARRICADE, III-B | | | SECTION TOTALS | $ 571,482.45| $ 606,351.99| $ 616,401.71 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 571,482.45| $ 606,351.99| $ 616,401.71 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 401 -10 TABULATION OF BIDS CALL ORDER : 401 CONTRACT ID : B -31106-A COUNTIES : CLINTON LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 7 ) 90-0177865 |( ) |( ) |HIS CONSTRUCTORS LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT, CONCRETE | | | 0001 105-06845 LUMP | 6200.00000 6200.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 165.00000 165.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 80.00000 960.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0007 109-08442 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 35000.00000 35000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 14000.00000 14000.00| | CLEARING RIGHT OF WAY | | | 0013 202-51330 LUMP | 22000.00000 22000.00| | PRESENT STRUCTURE, REMOVE | | | 0014 203-02000 1020.000 CYS | 24.00000 24480.00| | EXCAVATION, COMMON | | | 0015 203-51223 415.000 CYS | 30.00000 12450.00| | EXCAVATION, WATERWAY | | | 0016 205-03371 25.000 CYS | 30.00000 750.00| | SEDIMENT, REMOVE | | | 0017 205-06932 163.000 LFT | 11.28000 1838.64| | TEMPORARY CHECK DAM, STRAW BALES | | | 0018 205-06936 7.500 TON | 75.91000 569.33| | TEMPORARY SEDIMENT TRAP | | | 0019 205-06937 1070.000 LFT | 1.78000 1904.60| | TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 401 -11 TABULATION OF BIDS CALL ORDER : 401 CONTRACT ID : B -31106-A COUNTIES : CLINTON LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 7 ) 90-0177865 |( ) |( ) |HIS CONSTRUCTORS LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-09543 100.000 TON | 25.00000 2500.00| | NO 2 STONE | | | 0021 206-51220 95.000 CYS | 650.00000 61750.00| | EXCAVATION, WET | | | 0022 206-51230 41.000 CYS | 50.00000 2050.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0023 207-08267 1985.000 SYS | 8.46000 16793.10| | SUBGRADE TREATMENT, TYPE IIIA | | | 0024 213-09269 8.000 CYS | 225.00000 1800.00| | FLOWABLE BACKFILL, NON-REMOVABLE | | | 0025 301-07448 730.000 TON | 23.00000 16790.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 302-07455 26.000 CYS | 106.13000 2759.38| | DENSE GRADED SUBBASE | | | 0027 402-07432 135.000 TON | 93.62000 12638.70| | HMA SURFACE, TYPE A | | | 0028 402-07435 225.000 TON | 76.03000 17106.75| | HMA INTERMEDIATE, TYPE A | | | 0029 406-05521 1590.000 SYS | 0.31000 492.90| | ASPHALT FOR TACK COAT | | | 0030 601-01846 1.000 EACH | 1551.69000 1551.69| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0031 601-06037 3.000 EACH | 874.12000 2622.36| | GUARDRAIL END TREATMENT, I | | | 0032 601-06374 4.000 EACH | 801.71000 3206.84| | GUARDRAIL TRANSITION, TGS-1 | | | 0033 601-99105 800.000 LFT | 16.03000 12824.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0034 609-06257 150.000 SYS | 107.45000 16117.50| | REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0035 610-07486 20.000 TON | 137.58000 2751.60| | HMA FOR APPROACHES, TYPE A | | | 0036 611-06497 1.000 EACH | 310.34000 310.34| | MAILBOX ASSEMBLY, SINGLE | | | 0037 615-06505 2.000 EACH | 749.98000 1499.96| | MONUMENT, B | | | 0038 616-02320 603.000 SYS | 2.50000 1507.50| | GEOTEXTILES | | | 0039 616-05688 570.000 TON | 49.00000 27930.00| | RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 401 -12 TABULATION OF BIDS CALL ORDER : 401 CONTRACT ID : B -31106-A COUNTIES : CLINTON LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 7 ) 90-0177865 |( ) |( ) |HIS CONSTRUCTORS LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 616-06405 26.000 TON | 48.00000 1248.00| | RIPRAP, REVETMENT | | | 0041 621-01004 2.000 EACH | 284.48000 568.96| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-02363 3300.000 SYS | 0.46000 1518.00| | MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0043 621-02770 205.000 SYS | 2.50000 512.50| | EROSION CONTROL BLANKET | | | 0044 621-06559 3300.000 SYS | 0.64000 2112.00| | MULCHED SEEDING, R | | | 0045 621-06567 3.000 kGAL | 1.00000 3.00| | WATER | | | 0046 621-06574 151.000 SYS | 4.81000 726.31| | SODDING | | | 0047 621-06575 415.000 SYS | 4.81000 1996.15| | SODDING, NURSERY | | | 0048 622-52436 3.000 EACH | 41.38000 124.14| | SIGN, DO NOT MOW OR SPRAY | | | 0049 628-09401 12.000 MOS | 1800.00000 21600.00| | FIELD OFFICE, A | | | 0050 701-96089 890.000 LFT | 50.00000 44500.00| | PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 250 IN, 14 IN | | | 0051 702-51005 70.400 CYS | 850.00000 59840.00| | CONCRETE, A, SUBSTRUCTURE | | | 0052 703-51030 6346.000 LBS | 0.80000 5076.80| | REINFORCING STEEL | | | 0053 703-51032 40465.000 LBS | 0.84000 33990.60| | REINFORCING STEEL, EPOXY COATED | | | 0054 704-51002 163.800 CYS | 1200.00000 196560.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0055 706-06344 193.750 LFT | 59.58000 11543.63| | RAILING, TS-1 | | | 0056 709-51821 LUMP | 1862.02000 1862.02| | SURFACE SEAL | | | 0057 715-90834 30.000 LFT | 21.33000 639.90| | PIPE, DRAINTILE, 12 IN. | | | 0058 801-04308 4.000 EACH | 237.93000 951.72| | ROAD CLOSURE SIGN ASSEMBLY | | | 0059 801-06625 4.000 EACH | 98.27000 393.08| | DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 401 -13 TABULATION OF BIDS CALL ORDER : 401 CONTRACT ID : B -31106-A COUNTIES : CLINTON LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 7 ) 90-0177865 |( ) |( ) |HIS CONSTRUCTORS LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 801-06640 4.000 EACH | 172.76000 691.04| | CONSTRUCTION SIGN, A | | | 0061 801-07118 72.000 LFT | 12.41000 893.52| | BARRICADE, III-A | | | 0062 801-07119 48.000 LFT | 13.45000 645.60| | BARRICADE, III-B | | | SECTION TOTALS | $ 713,324.16| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 713,324.16| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 411 -1 VENDOR RANKING CALL ORDER : 411 CONTRACT ID : B -31294-A COUNTIES : TIPPECANOE LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : BRIDGE DECK REPLACEMENT COMPLETION DATE : 11/30/09 LOCATION : ON CR 900E OVER SUGAR CREEK, 6.3 MILES NORTH OF SR 26 PROJECT(S) : 0710298 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1381845 GEORGE R HARVEY & SON INC $ 348,414.03 100.0000% 2 90-0177865 HIS CONSTRUCTORS LLC $ 382,696.31 109.8395% 3 35-1523985 WIRTZ & YATES INC $ 384,780.83 110.4378% 4 35-1386990 JACK ISOM CONSTRUCTION CO $ 390,631.64 112.1171% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 411 -2 TABULATION OF BIDS CALL ORDER : 411 CONTRACT ID : B -31294-A COUNTIES : TIPPECANOE LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1381845 |( 2 ) 90-0177865 |( 3 ) 35-1523985 |GEORGE R HARVEY & SON INC |HIS CONSTRUCTORS LLC |WIRTZ & YATES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK REPLACEMENT | | | 0001 105-06845 LUMP | 7000.00000 7000.00| 2750.00000 2750.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 18000.00000 18000.00| 19000.00000 19000.00| 40000.00000 40000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 202-02241 406.000 LFT | 6.20000 2517.20| 3.50000 1421.00| 6.50000 2639.00 GUARDRAIL, REMOVE | | | 0009 202-51328 LUMP | 40000.00000 40000.00| 35700.00000 35700.00| 35000.00000 35000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 203-51223 130.000 CYS | 5.00000 650.00| 30.00000 3900.00| 25.00000 3250.00 EXCAVATION, WATERWAY | | | 0011 211-06467 9.000 CYS | 130.00000 1170.00| 125.00000 1125.00| 35.00000 315.00 AGGREGATE FOR END BENT BACKFILL | | | 0012 211-09268 24.000 CYS | 125.00000 3000.00| 100.00000 2400.00| 40.00000 960.00 STRUCTURE BACKFILL, TYPE 5 | | | 0013 301-07448 376.000 TON | 24.00000 9024.00| 65.00000 24440.00| 35.00000 13160.00 COMPACTED AGGREGATE, NO. 53, BASE , | | | CRUSHED LIMESTONE | | | 0014 306-08033 405.000 SYS | 4.60000 1863.00| 5.75000 2328.75| 6.50000 2632.50 MILLING, ASPHALT, 1 IN. | | | 0015 306-08034 439.000 SYS | 4.60000 2019.40| 5.75000 2524.25| 6.50000 2853.50 MILLING, ASPHALT, 1 1/2 IN. | | | 0016 306-08043 587.000 SYS | 4.60000 2700.20| 5.75000 3375.25| 6.25000 3668.75 MILLING, TRANSITION | | | 0017 404-05514 563.000 SYS | 13.75000 7741.25| 12.75000 7178.25| 18.07000 10173.41 SEAL COAT, 5 | | | 0018 406-05521 1508.000 SYS | 0.28000 422.24| 0.25000 377.00| 0.49000 738.92 ASPHALT FOR TACK COAT | | | 0019 601-06374 4.000 EACH | 979.00000 3916.00| 900.00000 3600.00| 1500.00000 6000.00 GUARDRAIL TRANSITION, TGS-1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 411 -3 TABULATION OF BIDS CALL ORDER : 411 CONTRACT ID : B -31294-A COUNTIES : TIPPECANOE LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1381845 |( 2 ) 90-0177865 |( 3 ) 35-1523985 |GEORGE R HARVEY & SON INC |HIS CONSTRUCTORS LLC |WIRTZ & YATES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 601-94689 4.000 EACH | 2438.70000 9754.80| 2250.00000 9000.00| 3500.00000 14000.00 GUARDRAIL END TREATMENT, OS | | | 0021 601-99105 381.250 LFT | 16.50000 6290.63| 15.25000 5814.06| 25.00000 9531.25 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0022 610-07487 261.000 TON | 123.20000 32155.20| 115.00000 30015.00| 130.00000 33930.00 HMA FOR APPROACHES, TYPE B | | | 0023 616-02320 124.000 SYS | 3.00000 372.00| 5.00000 620.00| 8.00000 992.00 GEOTEXTILES | | | 0024 616-05688 35.000 TON | 50.00000 1750.00| 100.00000 3500.00| 75.00000 2625.00 RIPRAP, CLASS 1 | | | 0025 619-09429 1789.000 SFT | 8.25000 14759.25| 6.00000 10734.00| 12.00000 21468.00 CLEAN STEEL BRIDGE, PARTIAL, TYPE 1, | | | QP-2 | | | 0026 619-09437 1789.000 SFT | 8.25000 14759.25| 8.25000 14759.25| 12.00000 21468.00 PAINT STEEL BRIDGE, PARTIAL, TYPE 1 | | | 0027 621-01004 2.000 EACH | 412.50000 825.00| 380.00000 760.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-02363 843.000 SYS | 1.25000 1053.75| 1.15000 969.45| 3.50000 2950.50 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0029 621-06559 843.000 SYS | 1.50000 1264.50| 1.35000 1138.05| 3.50000 2950.50 MULCHED SEEDING, R | | | 0030 628-09401 4.000 MOS | 3000.00000 12000.00| 1950.00000 7800.00| 2500.00000 10000.00 FIELD OFFICE, A | | | 0031 702-51005 11.600 CYS | 825.00000 9570.00| 2200.00000 25520.00| 650.00000 7540.00 CONCRETE, A, SUBSTRUCTURE | | | 0032 702-51863 324.000 EACH | 15.00000 4860.00| 9.00000 2916.00| 12.00000 3888.00 FIELD DRILLED HOLE IN CONCRETE | | | 0033 703-51030 530.000 LBS | 1.25000 662.50| 1.50000 795.00| 0.95000 503.50 REINFORCING STEEL | | | 0034 703-51032 1370.000 LBS | 1.50000 2055.00| 1.75000 2397.50| 0.90000 1233.00 REINFORCING STEEL, EPOXY COATED | | | 0035 706-06344 117.000 LFT | 91.50000 10705.50| 70.00000 8190.00| 85.00000 9945.00 RAILING, TS-1 , MODIFIED | | | 0036 708-01112 8.800 CYS | 1910.00000 16808.00| 3400.00000 29920.00| 650.00000 5720.00 GROUT, NON-SHRINK | | | 0037 709-51821 LUMP | 1500.00000 1500.00| 1000.00000 1000.00| 2500.00000 2500.00 SURFACE SEAL | | | 0038 711-51035 5175.000 LBS | 4.00000 20700.00| 6.00000 31050.00| 3.00000 15525.00 STRUCTURAL STEEL | | | 0039 711-51864 64.000 EACH | 27.25000 1744.00| 25.00000 1600.00| 15.00000 960.00 DRILLED HOLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 411 -4 TABULATION OF BIDS CALL ORDER : 411 CONTRACT ID : B -31294-A COUNTIES : TIPPECANOE LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1381845 |( 2 ) 90-0177865 |( 3 ) 35-1523985 |GEORGE R HARVEY & SON INC |HIS CONSTRUCTORS LLC |WIRTZ & YATES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 711-95290 262.000 LFT | 37.50000 9825.00| 34.25000 8973.50| 35.00000 9170.00 FIELD WELDING | | | 0041 711-96800 280.000 EACH | 14.00000 3920.00| 13.00000 3640.00| 11.00000 3080.00 STUD SHEAR CONNECTORS | | | 0042 711-96899 LUMP | 7250.00000 7250.00| 12000.00000 12000.00| 10000.00000 10000.00 BEAMS, RESET | | | 0043 715-05407 104.000 LFT | 10.00000 1040.00| 15.00000 1560.00| 9.00000 936.00 PIPE, END BENT DRAIN, 6 IN. | | | 0044 722-09456 194.000 SYS | 100.00000 19400.00| 105.00000 20370.00| 145.00000 28130.00 POLYMERIC OVERLAY SYSTEM | | | 0045 722-09649 198.000 SYS | 177.00000 35046.00| 115.00000 22770.00| 125.00000 24750.00 FIBER REINFORCED POLYMER BRIDGE DECK, | | | INSTALL | | | 0046 724-03276 63.000 LFT | 21.00000 1323.00| 135.00000 8505.00| 15.00000 945.00 EXPANSION JOINT SEALING SYSTEM | | | 0047 801-04308 5.000 EACH | 330.00000 1650.00| 225.00000 1125.00| 250.00000 1250.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06625 19.000 EACH | 99.00000 1881.00| 84.00000 1596.00| 150.00000 2850.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0049 801-06640 12.000 EACH | 107.80000 1293.60| 105.00000 1260.00| 200.00000 2400.00 CONSTRUCTION SIGN, A | | | 0050 801-07118 24.000 LFT | 9.90000 237.60| 11.50000 276.00| 9.00000 216.00 BARRICADE, III-A | | | 0051 801-07119 72.000 LFT | 11.28000 812.16| 11.50000 828.00| 24.00000 1728.00 BARRICADE, III-B | | | 0052 808-75007 1300.000 LFT | 0.43000 559.00| 0.45000 585.00| 2.00000 2600.00 LINE, PAINT, SOLID, WHITE, 6 IN. | | | 0053 808-75047 1300.000 LFT | 0.43000 559.00| 0.45000 585.00| 2.00000 2600.00 LINE, PAINT, SOLID, YELLOW, 6 IN. | | | SECTION TOTALS | $ 348,414.03| $ 382,696.31| $ 384,780.83 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 348,414.03| $ 382,696.31| $ 384,780.83 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 411 -5 TABULATION OF BIDS CALL ORDER : 411 CONTRACT ID : B -31294-A COUNTIES : TIPPECANOE LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1386990 |( ) |( ) |JACK ISOM CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK REPLACEMENT | | | 0001 105-06845 LUMP | 5000.00000 5000.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 19000.00000 19000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0008 202-02241 406.000 LFT | 10.00000 4060.00| | GUARDRAIL, REMOVE | | | 0009 202-51328 LUMP | 36000.00000 36000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 203-51223 130.000 CYS | 15.00000 1950.00| | EXCAVATION, WATERWAY | | | 0011 211-06467 9.000 CYS | 50.00000 450.00| | AGGREGATE FOR END BENT BACKFILL | | | 0012 211-09268 24.000 CYS | 200.00000 4800.00| | STRUCTURE BACKFILL, TYPE 5 | | | 0013 301-07448 376.000 TON | 18.00000 6768.00| | COMPACTED AGGREGATE, NO. 53, BASE , | | | CRUSHED LIMESTONE | | | 0014 306-08033 405.000 SYS | 4.00000 1620.00| | MILLING, ASPHALT, 1 IN. | | | 0015 306-08034 439.000 SYS | 4.00000 1756.00| | MILLING, ASPHALT, 1 1/2 IN. | | | 0016 306-08043 587.000 SYS | 4.00000 2348.00| | MILLING, TRANSITION | | | 0017 404-05514 563.000 SYS | 15.00000 8445.00| | SEAL COAT, 5 | | | 0018 406-05521 1508.000 SYS | 0.65000 980.20| | ASPHALT FOR TACK COAT | | | 0019 601-06374 4.000 EACH | 1000.00000 4000.00| | GUARDRAIL TRANSITION, TGS-1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 411 -6 TABULATION OF BIDS CALL ORDER : 411 CONTRACT ID : B -31294-A COUNTIES : TIPPECANOE LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1386990 |( ) |( ) |JACK ISOM CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 601-94689 4.000 EACH | 2500.00000 10000.00| | GUARDRAIL END TREATMENT, OS | | | 0021 601-99105 381.250 LFT | 17.11000 6523.19| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0022 610-07487 261.000 TON | 163.00000 42543.00| | HMA FOR APPROACHES, TYPE B | | | 0023 616-02320 124.000 SYS | 10.00000 1240.00| | GEOTEXTILES | | | 0024 616-05688 35.000 TON | 80.00000 2800.00| | RIPRAP, CLASS 1 | | | 0025 619-09429 1789.000 SFT | 10.00000 17890.00| | CLEAN STEEL BRIDGE, PARTIAL, TYPE 1, | | | QP-2 | | | 0026 619-09437 1789.000 SFT | 12.00000 21468.00| | PAINT STEEL BRIDGE, PARTIAL, TYPE 1 | | | 0027 621-01004 2.000 EACH | 500.00000 1000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-02363 843.000 SYS | 3.00000 2529.00| | MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0029 621-06559 843.000 SYS | 3.00000 2529.00| | MULCHED SEEDING, R | | | 0030 628-09401 4.000 MOS | 3000.00000 12000.00| | FIELD OFFICE, A | | | 0031 702-51005 11.600 CYS | 1200.00000 13920.00| | CONCRETE, A, SUBSTRUCTURE | | | 0032 702-51863 324.000 EACH | 18.00000 5832.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0033 703-51030 530.000 LBS | 8.00000 4240.00| | REINFORCING STEEL | | | 0034 703-51032 1370.000 LBS | 9.00000 12330.00| | REINFORCING STEEL, EPOXY COATED | | | 0035 706-06344 117.000 LFT | 85.00000 9945.00| | RAILING, TS-1 , MODIFIED | | | 0036 708-01112 8.800 CYS | 2500.00000 22000.00| | GROUT, NON-SHRINK | | | 0037 709-51821 LUMP | 2000.00000 2000.00| | SURFACE SEAL | | | 0038 711-51035 5175.000 LBS | 3.75000 19406.25| | STRUCTURAL STEEL | | | 0039 711-51864 64.000 EACH | 20.00000 1280.00| | DRILLED HOLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 411 -7 TABULATION OF BIDS CALL ORDER : 411 CONTRACT ID : B -31294-A COUNTIES : TIPPECANOE LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1386990 |( ) |( ) |JACK ISOM CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 711-95290 262.000 LFT | 25.00000 6550.00| | FIELD WELDING | | | 0041 711-96800 280.000 EACH | 10.00000 2800.00| | STUD SHEAR CONNECTORS | | | 0042 711-96899 LUMP | 15000.00000 15000.00| | BEAMS, RESET | | | 0043 715-05407 104.000 LFT | 35.00000 3640.00| | PIPE, END BENT DRAIN, 6 IN. | | | 0044 722-09456 194.000 SYS | 94.00000 18236.00| | POLYMERIC OVERLAY SYSTEM | | | 0045 722-09649 198.000 SYS | 125.00000 24750.00| | FIBER REINFORCED POLYMER BRIDGE DECK, | | | INSTALL | | | 0046 724-03276 63.000 LFT | 35.00000 2205.00| | EXPANSION JOINT SEALING SYSTEM | | | 0047 801-04308 5.000 EACH | 300.00000 1500.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06625 19.000 EACH | 125.00000 2375.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0049 801-06640 12.000 EACH | 155.00000 1860.00| | CONSTRUCTION SIGN, A | | | 0050 801-07118 24.000 LFT | 15.00000 360.00| | BARRICADE, III-A | | | 0051 801-07119 72.000 LFT | 14.00000 1008.00| | BARRICADE, III-B | | | 0052 808-75007 1300.000 LFT | 0.65000 845.00| | LINE, PAINT, SOLID, WHITE, 6 IN. | | | 0053 808-75047 1300.000 LFT | 0.65000 845.00| | LINE, PAINT, SOLID, YELLOW, 6 IN. | | | SECTION TOTALS | $ 390,631.64| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 390,631.64| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 421 -1 VENDOR RANKING CALL ORDER : 421 CONTRACT ID : B -31607-A COUNTIES : BENTON LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : BRIDGE REPLACEMENT COMPLETION DATE : 11/30/09 LOCATION : ON SR 55 BRIDGE OVER SOUTH FORK OF MONTGOMERY BRANCH PROJECT(S) : 0400785 2.67 MILES SOUTH OF US 24 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 90-0177865 HIS CONSTRUCTORS LLC $ 664,466.00 100.0000% 2 35-1523985 WIRTZ & YATES INC $ 685,634.05 103.1857% 3 35-1386990 JACK ISOM CONSTRUCTION CO $ 719,690.22 108.3111% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 421 -2 TABULATION OF BIDS CALL ORDER : 421 CONTRACT ID : B -31607-A COUNTIES : BENTON LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 90-0177865 |( 2 ) 35-1523985 |( 3 ) 35-1386990 |HIS CONSTRUCTORS LLC |WIRTZ & YATES INC |JACK ISOM CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 4450.00000 4450.00| 7000.00000 7000.00| 6000.00000 6000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 16825.00000 16825.00| 38000.00000 38000.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 2200.00000 2200.00| 5000.00000 5000.00| 3000.00000 3000.00 CLEARING RIGHT OF WAY | | | 0009 202-02240 222.200 SYS | 22.00000 4888.40| 7.00000 1555.40| 18.00000 3999.60 PAVEMENT REMOVAL | | | 0010 202-51330 LUMP | 12836.46000 12836.46| 25800.00000 25800.00| 22000.00000 22000.00 PRESENT STRUCTURE, REMOVE | | | 0011 203-02000 1919.000 CYS | 24.00000 46056.00| 9.00000 17271.00| 13.00000 24947.00 EXCAVATION, COMMON | | | 0012 203-02070 730.000 CYS | 26.00000 18980.00| 15.00000 10950.00| 18.00000 13140.00 BORROW | | | 0013 203-51223 57.000 CYS | 33.00000 1881.00| 35.00000 1995.00| 20.00000 1140.00 EXCAVATION, WATERWAY | | | 0014 205-06931 345.600 TON | 28.00000 9676.80| 30.00000 10368.00| 34.00000 11750.40 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06937 1067.000 LFT | 2.00000 2134.00| 3.00000 3201.00| 6.50000 6935.50 TEMPORARY SILT FENCE | | | 0016 207-08268 1982.000 SYS | 12.00000 23784.00| 11.00000 21802.00| 16.50000 32703.00 SUBGRADE TREATMENT, TYPE IV | | | 0017 211-02050 57.000 CYS | 45.00000 2565.00| 30.00000 1710.00| 19.00000 1083.00 B BORROW | | | 0018 211-09268 859.200 CYS | 78.00000 67017.60| 95.00000 81624.00| 140.00000 120288.00 STRUCTURE BACKFILL, TYPE 5 | | | 0019 301-07448 693.000 TON | 24.50000 16978.50| 23.00000 15939.00| 19.00000 13167.00 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 421 -3 TABULATION OF BIDS CALL ORDER : 421 CONTRACT ID : B -31607-A COUNTIES : BENTON LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 90-0177865 |( 2 ) 35-1523985 |( 3 ) 35-1386990 |HIS CONSTRUCTORS LLC |WIRTZ & YATES INC |JACK ISOM CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 306-08043 1555.600 SYS | 4.00000 6222.40| 6.00000 9333.60| 1.66000 2582.30 MILLING, TRANSITION | | | 0021 402-07433 253.400 TON | 98.00000 24833.20| 109.74000 27808.12| 121.80000 30864.12 HMA SURFACE, TYPE B | | | 0022 402-07438 196.400 TON | 107.00000 21014.80| 120.36000 23638.70| 122.77000 24112.03 HMA INTERMEDIATE, TYPE B | | | 0023 402-07441 628.200 TON | 85.00000 53397.00| 95.58000 60043.36| 116.01000 72877.48 HMA BASE, TYPE B | | | 0024 402-07451 61.800 TON | 118.00000 7292.40| 132.16000 8167.49| 103.00000 6365.40 HMA WEDGE AND LEVEL, TYPE B | | | 0025 406-05520 1.230 TON | 738.00000 907.74| 805.00000 990.15| 570.00000 701.10 ASPHALT FOR TACK COAT | | | 0026 601-06854 2.000 EACH | 2850.00000 5700.00| 3600.00000 7200.00| 5000.00000 10000.00 GUARDRAIL, W-BEAM, NESTED | | | 0027 601-06856 2.000 EACH | 316.00000 632.00| 650.00000 1300.00| 900.00000 1800.00 MODIFIED POSTS, NESTED GUARDRAIL | | | 0028 601-08433 1.000 EACH | 653.00000 653.00| 760.00000 760.00| 970.00000 970.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 1 | | | 0029 601-08434 4.000 EACH | 1140.00000 4560.00| 1225.00000 4900.00| 1350.00000 5400.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0030 601-94689 4.000 EACH | 2475.00000 9900.00| 2773.00000 11092.00| 3200.00000 12800.00 GUARDRAIL END TREATMENT, OS | | | 0031 601-99105 275.000 LFT | 16.00000 4400.00| 17.50000 4812.50| 22.00000 6050.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0032 615-06490 4.000 EACH | 132.00000 528.00| 160.00000 640.00| 215.00000 860.00 RIGHT OF WAY MARKER | | | 0033 615-06505 2.000 EACH | 790.00000 1580.00| 885.00000 1770.00| 920.00000 1840.00 MONUMENT, B | | | 0034 616-02320 731.200 SYS | 2.25000 1645.20| 3.50000 2559.20| 3.00000 2193.60 GEOTEXTILES | | | 0035 616-05689 798.400 TON | 48.00000 38323.20| 55.00000 43912.00| 50.00000 39920.00 RIPRAP, CLASS 2 | | | 0036 621-01004 1.000 EACH | 475.00000 475.00| 525.00000 525.00| 450.00000 450.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06557 180.000 LBS | 5.25000 945.00| 5.75000 1035.00| 3.00000 540.00 SEED MIXTURE, T | | | 0038 621-06560 5788.000 SYS | 0.50000 2894.00| 0.56000 3241.28| 0.78000 4514.64 MULCHED SEEDING, U | | | 0039 621-06574 916.200 SYS | 4.50000 4122.90| 5.00000 4581.00| 4.00000 3664.80 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 421 -4 TABULATION OF BIDS CALL ORDER : 421 CONTRACT ID : B -31607-A COUNTIES : BENTON LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 90-0177865 |( 2 ) 35-1523985 |( 3 ) 35-1386990 |HIS CONSTRUCTORS LLC |WIRTZ & YATES INC |JACK ISOM CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 622-52436 4.000 EACH | 42.00000 168.00| 47.50000 190.00| 50.00000 200.00 SIGN, DO NOT MOW OR SPRAY | | | 0041 622-98200 4.000 EACH | 42.00000 168.00| 47.50000 190.00| 50.00000 200.00 SIGN, DO NOT DISTURB | | | 0042 628-09402 8.000 MOS | 1625.00000 13000.00| 2400.00000 19200.00| 1950.00000 15600.00 FIELD OFFICE, B | | | 0043 715-05048 100.000 LFT | 11.00000 1100.00| 6.00000 600.00| 9.50000 950.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0044 715-05049 100.000 LFT | 12.00000 1200.00| 8.00000 800.00| 9.50000 950.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0045 715-05051 100.000 LFT | 13.00000 1300.00| 10.00000 1000.00| 12.50000 1250.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0046 715-05052 100.000 LFT | 14.00000 1400.00| 11.00000 1100.00| 14.50000 1450.00 PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0047 723-06660 87.600 SYS | 584.00000 51158.40| 650.00000 56940.00| 355.00000 31098.00 WINGWALL | | | 0048 723-08143 55.000 LFT | 2390.00000 131450.00| 1700.00000 93500.00| 2175.00000 119625.00 STRUCTURE, PRECAST THREE-SIDED, 288 IN. | | | X 140 IN. X 144 IN. | | | 0049 801-04308 8.000 EACH | 258.00000 2064.00| 325.00000 2600.00| 180.00000 1440.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06625 24.000 EACH | 87.00000 2088.00| 100.00000 2400.00| 85.00000 2040.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0051 801-06640 20.000 EACH | 105.00000 2100.00| 120.00000 2400.00| 145.00000 2900.00 CONSTRUCTION SIGN, A | | | 0052 801-07118 72.000 LFT | 11.50000 828.00| 13.50000 972.00| 13.00000 936.00 BARRICADE, III-A | | | 0053 801-07119 96.000 LFT | 12.50000 1200.00| 14.50000 1392.00| 16.00000 1536.00 BARRICADE, III-B | | | 0054 808-06703 1240.000 LFT | 0.80000 992.00| 0.95000 1178.00| 0.55000 682.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0055 808-75240 155.000 LFT | 0.80000 124.00| 0.95000 147.25| 0.55000 85.25 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0056 205-09235 30.000 DAY | 115.00000 3450.00| 300.00000 9000.00| 48.00000 1440.00 TEMPORARY FILTER BAG | | | 0057 214-07202 1400.000 SYS | 3.25000 4550.00| 5.00000 7000.00| 3.00000 4200.00 GEOGRID, I | | | 0058 303-01180 920.000 TON | 19.00000 17480.00| 23.00000 21160.00| 18.00000 16560.00 COMPACTED AGGREGATE, NO. 53 | | | 0059 715-05169 169.000 LFT | 18.00000 3042.00| 15.00000 2535.00| 36.00000 6084.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 421 -5 TABULATION OF BIDS CALL ORDER : 421 CONTRACT ID : B -31607-A COUNTIES : BENTON LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 90-0177865 |( 2 ) 35-1523985 |( 3 ) 35-1386990 |HIS CONSTRUCTORS LLC |WIRTZ & YATES INC |JACK ISOM CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 715-46005 4.000 EACH | 1325.00000 5300.00| 200.00000 800.00| 450.00000 1800.00 PIPE END SECTION, 15 IN. | | | SECTION TOTALS | $ 664,466.00| $ 685,634.05| $ 719,690.22 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 664,466.00| $ 685,634.05| $ 719,690.22 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 431 -1 VENDOR RANKING CALL ORDER : 431 CONTRACT ID : B -31678-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : BRIDGE DECK REPLACEMENT COMPLETION DATE : 06/01/11 LOCATION : ON TWYCKENHAM AVENUE OVER ST. JOSEPH RIVER PROJECT(S) : 0710358 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 38-2675420 ANLAAN CORPORATION $ 4,917,074.63 100.0000% 2 36-2231526 WALSH CONSTR COMPANY $ 5,719,693.09 116.3231% 3 35-1339168 LAPORTE CONSTRUCTION CO $ 6,847,435.16 139.2583% 4 35-1128289 BEATY CONSTRUCTION INC $ 7,533,058.90 153.2020% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 431 -2 TABULATION OF BIDS CALL ORDER : 431 CONTRACT ID : B -31678-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 38-2675420 |( 2 ) 36-2231526 |( 3 ) 35-1339168 |ANLAAN CORPORATION |WALSH CONSTR COMPANY |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK REPLACEMENT | | | 0001 105-06845 LUMP | 5000.00000 5000.00| 488981.67000 488981.67| 18690.72000 18690.72 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 220000.00000 220000.00| 291206.00000 291206.00| 340000.00000 340000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 2500.00000 2500.00| 116482.00000 116482.00| 11218.34000 11218.34 CLEARING RIGHT OF WAY | | | 0009 202-01502 8.000 EACH | 160.00000 1280.00| 250.00000 2000.00| 160.00000 1280.00 LIGHT STANDARD, REMOVE | | | 0010 202-02240 251.000 SYS | 8.00000 2008.00| 12.01000 3014.51| 15.98000 4010.98 PAVEMENT REMOVAL | | | 0011 202-51328 LUMP | 1210000.00000 1210000.00| 900000.00000 900000.00| 1653090.46000 1653090.46 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0012 202-52710 27.000 SYS | 15.00000 405.00| 27.14000 732.78| 25.77000 695.79 SIDEWALK, CONCRETE, REMOVE | | | 0013 202-62420 893.000 LFT | 1.00000 893.00| 17.00000 15181.00| 17.47000 15600.71 BRIDGE RAILING, REMOVE | | | 0014 203-02000 50.000 CYS | 15.00000 750.00| 73.22000 3661.00| 14.57000 728.50 EXCAVATION, COMMON | | | 0015 302-07455 42.000 CYS | 21.00000 882.00| 111.11000 4666.62| 41.88000 1758.96 DENSE GRADED SUBBASE | | | 0016 306-08034 464.000 SYS | 6.00000 2784.00| 7.00000 3248.00| 9.18000 4259.52 MILLING, ASPHALT, 1 1/2 IN. | | | 0017 402-07450 102.000 TON | 94.00000 9588.00| 94.00000 9588.00| 100.00000 10200.00 HMA WEDGE AND LEVEL, TYPE A | | | 0018 604-91531 31.000 SYS | 35.00000 1085.00| 193.82000 6008.42| 124.05000 3845.55 SIDEWALK, CONCRETE, 4 IN. | | | 0019 609-06259 251.000 SYS | 65.00000 16315.00| 62.64000 15722.64| 109.94000 27594.94 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 431 -3 TABULATION OF BIDS CALL ORDER : 431 CONTRACT ID : B -31678-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 38-2675420 |( 2 ) 36-2231526 |( 3 ) 35-1339168 |ANLAAN CORPORATION |WALSH CONSTR COMPANY |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 616-02320 6.000 SYS | 15.00000 90.00| 61.20000 367.20| 2.42000 14.52 GEOTEXTILES | | | 0021 616-06405 5.000 TON | 100.00000 500.00| 419.96000 2099.80| 54.02000 270.10 RIPRAP, REVETMENT | | | 0022 621-01004 1.000 EACH | 500.00000 500.00| 450.00000 450.00| 450.00000 450.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-06560 612.000 SYS | 1.50000 918.00| 1.94000 1187.28| 1.94000 1187.28 MULCHED SEEDING, U | | | 0024 628-09401 12.000 MOS | 500.00000 6000.00| 2600.00000 31200.00| 3078.30000 36939.60 FIELD OFFICE, A | | | 0025 702-51005 226.800 CYS | 1900.00000 430920.00| 1400.00000 317520.00| 2200.00000 498960.00 CONCRETE, A, SUBSTRUCTURE | | | 0026 702-51015 11.600 CYS | 500.00000 5800.00| 650.00000 7540.00| 704.66000 8174.06 CONCRETE, B, FOOTINGS | | | 0027 702-51110 1288.000 LBS | 1.00000 1288.00| 2.64000 3400.32| 2.46000 3168.48 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0028 702-51863 1204.000 EACH | 10.00000 12040.00| 8.13000 9788.52| 9.27000 11161.08 FIELD DRILLED HOLE IN CONCRETE | | | 0029 702-90915 10.000 CYS | 580.00000 5800.00| 1200.00000 12000.00| 2167.05000 21670.50 CONCRETE, A | | | 0030 703-08247 400.000 EACH | 32.00000 12800.00| 125.00000 50000.00| 30.95000 12380.00 EMBEDDED GALVANIC ANODE | | | 0031 703-09602 4092.000 LFT | 30.00000 122760.00| 40.00000 163680.00| 39.75000 162657.00 EMBEDDED DISTRIBUTED GALVANIC ANODE | | | SYSTEM | | | 0032 703-51030 50431.000 LBS | 1.00000 50431.00| 0.61000 30762.91| 0.85000 42866.35 REINFORCING STEEL | | | 0033 703-51032 297200.000 LBS | 1.20000 356640.00| 0.68000 202096.00| 0.76000 225872.00 REINFORCING STEEL, EPOXY COATED | | | 0034 704-51002 920.500 CYS | 950.00000 874475.00| 1350.00000 1242675.00| 2000.00000 1841000.00 CONCRETE, C, SUPERSTRUCTURE | | | 0035 706-06349 894.000 LFT | 200.00000 178800.00| 250.00000 223500.00| 205.81000 183994.14 RAILING, TX , MODIFIED | | | 0036 707-09101 12.000 EACH | 1.00000 12.00| 380.00000 4560.00| 1.00000 12.00 PRECAST POLYMER CONCRETE ENCLOSURE | | | 0037 708-51813 11760.000 SFT | 68.00000 799680.00| 68.00000 799680.00| 90.00000 1058400.00 PNEUMATICALLY PLACED MORTAR | | | 0038 708-51814 4704.000 SFT | 9.00000 42336.00| 9.00000 42336.00| 16.00000 75264.00 WELDED STEEL WIRE FABRIC | | | 0039 709-51821 LUMP | 30000.00000 30000.00| 43000.00000 43000.00| 23970.65000 23970.65 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 431 -4 TABULATION OF BIDS CALL ORDER : 431 CONTRACT ID : B -31678-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 38-2675420 |( 2 ) 36-2231526 |( 3 ) 35-1339168 |ANLAAN CORPORATION |WALSH CONSTR COMPANY |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 711-51114 64.000 EACH | 40.00000 2560.00| 17.16000 1098.24| 116.78000 7473.92 ANCHOR BOLT, AR22 | | | 0041 715-91361 164.000 LFT | 40.00000 6560.00| 16.50000 2706.00| 57.71000 9464.44 PIPE, PVC, 6 IN. | | | 0042 724-51925 119.000 LFT | 200.00000 23800.00| 130.72000 15555.68| 270.20000 32153.80 STRUCTURAL EXPANSION JOINT, SS | | | 0043 727-90308 1320.000 LFT | 36.50000 48180.00| 48.00000 63360.00| 60.00000 79200.00 EPOXY INJECTION, CRACK PREPARATION | | | 0044 727-90309 25.000 GAL | 75.00000 1875.00| 77.00000 1925.00| 225.00000 5625.00 EPOXY INJECTION, EPOXY MATERIAL | | | 0045 727-93560 LUMP | 2200.00000 2200.00| 12000.00000 12000.00| 6500.00000 6500.00 EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0046 728-98377 LUMP | 300000.00000 300000.00| 277050.00000 277050.00| 265968.00000 265968.00 MASONRY COATING | | | 0047 801-04308 4.000 EACH | 375.00000 1500.00| 375.00000 1500.00| 260.00000 1040.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06625 17.000 EACH | 129.00000 2193.00| 129.00000 2193.00| 65.00000 1105.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0049 801-06640 25.000 EACH | 195.00000 4875.00| 195.00000 4875.00| 120.00000 3000.00 CONSTRUCTION SIGN, A | | | 0050 801-06775 LUMP | 500.00000 500.00| 150000.00000 150000.00| 14741.06000 14741.06 MAINTAINING TRAFFIC | | | 0051 801-07118 192.000 LFT | 11.50000 2208.00| 11.50000 2208.00| 15.00000 2880.00 BARRICADE, III-A | | | 0052 802-05701 18.000 LFT | 10.50000 189.00| 12.50000 225.00| 10.50000 189.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0053 802-76025 12.500 SFT | 13.50000 168.75| 15.50000 193.75| 13.50000 168.75 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0054 805-02595 1.000 EACH | 380.00000 380.00| 400.00000 400.00| 380.00000 380.00 CONTROLLER, RESET TIMING | | | 0055 805-06595 1475.000 LFT | 4.81000 7094.75| 8.00000 11800.00| 4.81000 7094.75 CONDUIT, PVC, 2 IN. | | | 0056 805-78510 270.000 LFT | 1.11000 299.70| 1.60000 432.00| 1.11000 299.70 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0058 807-01603 1.000 EACH | 3200.00000 3200.00| 4250.00000 4250.00| 3200.00000 3200.00 SERVICE POINT, TYPE II | | | 0059 807-02191 2.000 EACH | 900.00000 1800.00| 900.00000 1800.00| 900.00000 1800.00 HANDHOLE, LIGHTING | | | 0060 807-03051 6030.000 LFT | 0.40000 2412.00| 0.15000 904.50| 0.40000 2412.00 LIGHT CABLE, 1C 10GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 431 -5 TABULATION OF BIDS CALL ORDER : 431 CONTRACT ID : B -31678-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 38-2675420 |( 2 ) 36-2231526 |( 3 ) 35-1339168 |ANLAAN CORPORATION |WALSH CONSTR COMPANY |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 807-03950 36.000 EACH | 1315.00000 47340.00| 1650.00000 59400.00| 1315.00000 47340.00 LUMINAIRE, ORNAMENTAL | | | 0062 807-03951 16.000 EACH | 2235.00000 35760.00| 2650.00000 42400.00| 2235.00000 35760.00 LIGHT POLE, ORNAMENTAL | | | 0063 807-86910 25.000 EACH | 41.00000 1025.00| 24.50000 612.50| 41.00000 1025.00 CONNECTOR KIT, UNFUSED | | | 0064 807-86915 25.000 EACH | 42.00000 1050.00| 26.00000 650.00| 42.00000 1050.00 CONNECTOR KIT, FUSED | | | 0065 807-86920 54.000 EACH | 13.00000 702.00| 17.50000 945.00| 13.00000 702.00 MULTIPLE COMPRESSION FITTING, | | | NON-WATERPROOFED | | | 0066 807-86930 50.000 EACH | 6.00000 300.00| 14.50000 725.00| 6.00000 300.00 INSULATION LINK, NONWATERPROOFED | | | 0067 807-86935 20.000 EACH | 8.50000 170.00| 22.00000 440.00| 8.50000 170.00 INSULATION LINK, WATERPROOFED | | | 0068 808-03631 1400.000 LFT | 1.15000 1610.00| 1.15000 1610.00| 1.15000 1610.00 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0069 808-03632 951.000 LFT | 1.15000 1093.65| 1.15000 1093.65| 1.15000 1093.65 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0070 808-06703 249.000 LFT | 0.98000 244.02| 0.98000 244.02| 0.98000 244.02 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0071 808-09506 1.000 EACH | 250.00000 250.00| 250.00000 250.00| 250.00000 250.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD(YIELD) | | | 0072 808-74807 4.000 EACH | 165.00000 660.00| 165.00000 660.00| 165.00000 660.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0073 808-74808 1.000 EACH | 130.00000 130.00| 130.00000 130.00| 130.00000 130.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0074 808-75245 157.000 LFT | 0.98000 153.86| 0.98000 153.86| 0.98000 153.86 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0075 808-75297 30.000 LFT | 4.55000 136.50| 4.55000 136.50| 4.55000 136.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0076 808-75300 116.000 LFT | 1.65000 191.40| 1.65000 191.40| 1.65000 191.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0077 808-75320 2.000 EACH | 89.00000 178.00| 89.00000 178.00| 89.00000 178.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 431 -6 TABULATION OF BIDS CALL ORDER : 431 CONTRACT ID : B -31678-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 38-2675420 |( 2 ) 36-2231526 |( 3 ) 35-1339168 |ANLAAN CORPORATION |WALSH CONSTR COMPANY |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 805-03175 2.000 EACH | 400.00000 800.00| 350.00000 700.00| 400.00000 800.00 PREFORMED LOOP DETECTOR | | | 0079 726-99095 16.000 EACH | 500.00000 8000.00| 397.27000 6356.32| 597.13000 9554.08 BEARING ASSEMBLY, ELASTOMERIC, I | | | SECTION TOTALS | $ 4,917,074.63| $ 5,719,693.09| $ 6,847,435.16 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,917,074.63| $ 5,719,693.09| $ 6,847,435.16 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 431 -7 TABULATION OF BIDS CALL ORDER : 431 CONTRACT ID : B -31678-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1128289 |( ) |( ) |BEATY CONSTRUCTION INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK REPLACEMENT | | | 0001 105-06845 LUMP | 40000.00000 40000.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 376650.00000 376650.00| | MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 75330.00000 75330.00| | CLEARING RIGHT OF WAY | | | 0009 202-01502 8.000 EACH | 161.00000 1288.00| | LIGHT STANDARD, REMOVE | | | 0010 202-02240 251.000 SYS | 24.87000 6242.37| | PAVEMENT REMOVAL | | | 0011 202-51328 LUMP | 1611482.56000 1611482.56| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0012 202-52710 27.000 SYS | 32.23000 870.21| | SIDEWALK, CONCRETE, REMOVE | | | 0013 202-62420 893.000 LFT | 5.74000 5125.82| | BRIDGE RAILING, REMOVE | | | 0014 203-02000 50.000 CYS | 70.59000 3529.50| | EXCAVATION, COMMON | | | 0015 302-07455 42.000 CYS | 78.02000 3276.84| | DENSE GRADED SUBBASE | | | 0016 306-08034 464.000 SYS | 14.90000 6913.60| | MILLING, ASPHALT, 1 1/2 IN. | | | 0017 402-07450 102.000 TON | 100.00000 10200.00| | HMA WEDGE AND LEVEL, TYPE A | | | 0018 604-91531 31.000 SYS | 101.55000 3148.05| | SIDEWALK, CONCRETE, 4 IN. | | | 0019 609-06259 251.000 SYS | 111.33000 27943.83| | REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 431 -8 TABULATION OF BIDS CALL ORDER : 431 CONTRACT ID : B -31678-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1128289 |( ) |( ) |BEATY CONSTRUCTION INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 616-02320 6.000 SYS | 17.26000 103.56| | GEOTEXTILES | | | 0021 616-06405 5.000 TON | 494.83000 2474.15| | RIPRAP, REVETMENT | | | 0022 621-01004 1.000 EACH | 565.00000 565.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-06560 612.000 SYS | 0.53000 324.36| | MULCHED SEEDING, U | | | 0024 628-09401 12.000 MOS | 2471.73000 29660.76| | FIELD OFFICE, A | | | 0025 702-51005 226.800 CYS | 4594.01000 1041921.47| | CONCRETE, A, SUBSTRUCTURE | | | 0026 702-51015 11.600 CYS | 989.03000 11472.75| | CONCRETE, B, FOOTINGS | | | 0027 702-51110 1288.000 LBS | 3.27000 4211.76| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0028 702-51863 1204.000 EACH | 53.38000 64269.52| | FIELD DRILLED HOLE IN CONCRETE | | | 0029 702-90915 10.000 CYS | 1128.47000 11284.70| | CONCRETE, A | | | 0030 703-08247 400.000 EACH | 49.23000 19692.00| | EMBEDDED GALVANIC ANODE | | | 0031 703-09602 4092.000 LFT | 38.63000 158073.96| | EMBEDDED DISTRIBUTED GALVANIC ANODE | | | SYSTEM | | | 0032 703-51030 50431.000 LBS | 1.24000 62534.44| | REINFORCING STEEL | | | 0033 703-51032 297200.000 LBS | 1.34000 398248.00| | REINFORCING STEEL, EPOXY COATED | | | 0034 704-51002 920.500 CYS | 1586.58000 1460446.89| | CONCRETE, C, SUPERSTRUCTURE | | | 0035 706-06349 894.000 LFT | 132.97000 118875.18| | RAILING, TX , MODIFIED | | | 0036 707-09101 12.000 EACH | 538.00000 6456.00| | PRECAST POLYMER CONCRETE ENCLOSURE | | | 0037 708-51813 11760.000 SFT | 104.33000 1226920.80| | PNEUMATICALLY PLACED MORTAR | | | 0038 708-51814 4704.000 SFT | 5.89000 27706.56| | WELDED STEEL WIRE FABRIC | | | 0039 709-51821 LUMP | 28000.00000 28000.00| | SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 431 -9 TABULATION OF BIDS CALL ORDER : 431 CONTRACT ID : B -31678-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1128289 |( ) |( ) |BEATY CONSTRUCTION INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 711-51114 64.000 EACH | 80.79000 5170.56| | ANCHOR BOLT, AR22 | | | 0041 715-91361 164.000 LFT | 133.33000 21866.12| | PIPE, PVC, 6 IN. | | | 0042 724-51925 119.000 LFT | 142.94000 17009.86| | STRUCTURAL EXPANSION JOINT, SS | | | 0043 727-90308 1320.000 LFT | 72.26000 95383.20| | EPOXY INJECTION, CRACK PREPARATION | | | 0044 727-90309 25.000 GAL | 96.82000 2420.50| | EPOXY INJECTION, EPOXY MATERIAL | | | 0045 727-93560 LUMP | 9147.16000 9147.16| | EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0046 728-98377 LUMP | 317000.00000 317000.00| | MASONRY COATING | | | 0047 801-04308 4.000 EACH | 400.00000 1600.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06625 17.000 EACH | 140.00000 2380.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0049 801-06640 25.000 EACH | 210.00000 5250.00| | CONSTRUCTION SIGN, A | | | 0050 801-06775 LUMP | 61015.26000 61015.26| | MAINTAINING TRAFFIC | | | 0051 801-07118 192.000 LFT | 12.50000 2400.00| | BARRICADE, III-A | | | 0052 802-05701 18.000 LFT | 15.00000 270.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0053 802-76025 12.500 SFT | 19.00000 237.50| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0054 805-02595 1.000 EACH | 215.00000 215.00| | CONTROLLER, RESET TIMING | | | 0055 805-06595 1475.000 LFT | 14.00000 20650.00| | CONDUIT, PVC, 2 IN. | | | 0056 805-78510 270.000 LFT | 2.25000 607.50| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0058 807-01603 1.000 EACH | 3330.00000 3330.00| | SERVICE POINT, TYPE II | | | 0059 807-02191 2.000 EACH | 1000.00000 2000.00| | HANDHOLE, LIGHTING | | | 0060 807-03051 6030.000 LFT | 0.20000 1206.00| | LIGHT CABLE, 1C 10GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 431 -10 TABULATION OF BIDS CALL ORDER : 431 CONTRACT ID : B -31678-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1128289 |( ) |( ) |BEATY CONSTRUCTION INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 807-03950 36.000 EACH | 1600.00000 57600.00| | LUMINAIRE, ORNAMENTAL | | | 0062 807-03951 16.000 EACH | 2880.00000 46080.00| | LIGHT POLE, ORNAMENTAL | | | 0063 807-86910 25.000 EACH | 16.00000 400.00| | CONNECTOR KIT, UNFUSED | | | 0064 807-86915 25.000 EACH | 20.00000 500.00| | CONNECTOR KIT, FUSED | | | 0065 807-86920 54.000 EACH | 13.00000 702.00| | MULTIPLE COMPRESSION FITTING, | | | NON-WATERPROOFED | | | 0066 807-86930 50.000 EACH | 16.00000 800.00| | INSULATION LINK, NONWATERPROOFED | | | 0067 807-86935 20.000 EACH | 11.00000 220.00| | INSULATION LINK, WATERPROOFED | | | 0068 808-03631 1400.000 LFT | 1.25000 1750.00| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0069 808-03632 951.000 LFT | 1.25000 1188.75| | LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0070 808-06703 249.000 LFT | 1.00000 249.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0071 808-09506 1.000 EACH | 270.00000 270.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD(YIELD) | | | 0072 808-74807 4.000 EACH | 180.00000 720.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0073 808-74808 1.000 EACH | 140.00000 140.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0074 808-75245 157.000 LFT | 1.05000 164.85| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0075 808-75297 30.000 LFT | 5.00000 150.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0076 808-75300 116.000 LFT | 2.00000 232.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0077 808-75320 2.000 EACH | 95.00000 190.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 431 -11 TABULATION OF BIDS CALL ORDER : 431 CONTRACT ID : B -31678-A COUNTIES : ST. JOSEPH LETTING DATE : 08/12/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1128289 |( ) |( ) |BEATY CONSTRUCTION INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 805-03175 2.000 EACH | 580.00000 1160.00| | PREFORMED LOOP DETECTOR | | | 0079 726-99095 16.000 EACH | 383.50000 6136.00| | BEARING ASSEMBLY, ELASTOMERIC, I | | | SECTION TOTALS | $ 7,533,058.90| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 7,533,058.90| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 481 -1 VENDOR RANKING CALL ORDER : 481 CONTRACT ID : M -30805-A COUNTIES : JACKSON LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 11/30/09 LOCATION : ON VARIOUS ROADS WITHINT VALLONIA TREE NURSERY PROJECT(S) : 0800188 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 DAVE OMARA CONTRACTOR INC $ 124,331.00 100.0000% 2 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING, INC. $ 137,947.00 110.9514% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 481 -2 TABULATION OF BIDS CALL ORDER : 481 CONTRACT ID : M -30805-A COUNTIES : JACKSON LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1004746 |( ) |DAVE OMARA CONTRACTOR INC |TEMPLE & TEMPLE EXCAVATING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0006 110-01001 LUMP | 6000.00000 6000.00| 4000.00000 4000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 303-01180 510.000 TON | 20.00000 10200.00| 13.00000 6630.00| COMPACTED AGGREGATE, NO. 53 | | | 0008 304-07490 50.000 TON | 100.00000 5000.00| 100.00000 5000.00| HMA PATCHING, TYPE B | | | 0009 306-08043 500.000 SYS | 5.00000 2500.00| 4.50000 2250.00| MILLING, TRANSITION | | | 0010 402-07433 586.000 TON | 55.00000 32230.00| 62.00000 36332.00| HMA SURFACE, TYPE B | | | 0011 402-07438 976.000 TON | 46.00000 44896.00| 60.00000 58560.00| HMA INTERMEDIATE, TYPE B | | | 0012 404-05514 2600.000 SYS | 4.00000 10400.00| 4.00000 10400.00| SEAL COAT, 5 | | | 0013 406-05520 4.000 TON | 500.00000 2000.00| 500.00000 2000.00| ASPHALT FOR TACK COAT | | | 0014 412-09355 2600.000 SYS | 0.50000 1300.00| 0.85000 2210.00| FOG SEAL | | | 0015 610-07487 50.000 TON | 50.00000 2500.00| 62.00000 3100.00| HMA FOR APPROACHES, TYPE B | | | 0016 628-09402 4.000 MOS | 250.00000 1000.00| 1200.00000 4800.00| FIELD OFFICE, B | | | 0017 628-09407 4.000 MOS | 250.00000 1000.00| 200.00000 800.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0018 801-03290 2.000 EACH | 550.00000 1100.00| 280.00000 560.00| CONSTRUCTION SIGN, C | | | 0019 801-06640 4.000 EACH | 300.00000 1200.00| 200.00000 800.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 481 -3 TABULATION OF BIDS CALL ORDER : 481 CONTRACT ID : M -30805-A COUNTIES : JACKSON LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1004746 |( ) |DAVE OMARA CONTRACTOR INC |TEMPLE & TEMPLE EXCAVATING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 801-06775 LUMP | 3000.00000 3000.00| 500.00000 500.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 124,331.00| $ 137,947.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 124,331.00| $ 137,947.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 491 -1 VENDOR RANKING CALL ORDER : 491 CONTRACT ID : M -30810-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 10/31/09 LOCATION : ON PARK ROAD AT THE FALLS OF THE OHIO STATE PARK PROJECT(S) : 0800193 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 84,000.00 100.0000% 2 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 95,272.45 113.4196% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 491 -2 TABULATION OF BIDS CALL ORDER : 491 CONTRACT ID : M -30810-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1487672 |( ) |GOHMANN ASPHALT & CONSTR INC |MAC CONSTRUCTION & EXCAVATIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 1200.00000 1200.00| 3300.00000 3300.00| CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 4200.00000 4200.00| 4000.00000 4000.00| MOBILIZATION AND DEMOBILIZATION | | | 0008 301-07448 15.000 TON | 25.00000 375.00| 200.00000 3000.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0009 304-07490 50.000 TON | 65.00000 3250.00| 200.00000 10000.00| HMA PATCHING, TYPE B | | | 0010 306-08034 9180.000 SYS | 1.85000 16983.00| 0.84000 7711.20| MILLING, ASPHALT, 1 1/2 IN. | | | 0011 402-07433 757.000 TON | 63.00000 47691.00| 65.00000 49205.00| HMA SURFACE, TYPE B | | | 0012 402-07451 25.000 TON | 63.00000 1575.00| 100.00000 2500.00| HMA WEDGE AND LEVEL, TYPE B | | | 0013 406-05520 2.530 TON | 550.00000 1391.50| 500.00000 1265.00| ASPHALT FOR TACK COAT | | | 0014 615-97768 16.000 EACH | 90.00000 1440.00| 140.00000 2240.00| PARKING BARRIER, RESET | | | 0015 801-03290 4.000 EACH | 295.00000 1180.00| 185.00000 740.00| CONSTRUCTION SIGN, C | | | 0016 801-06640 8.000 EACH | 190.00000 1520.00| 150.00000 1200.00| CONSTRUCTION SIGN, A | | | 0017 801-06775 LUMP | 1526.10000 1526.10| 8000.00000 8000.00| MAINTAINING TRAFFIC | | | 0018 808-06713 2405.000 LFT | 0.28000 673.40| 0.25000 601.25| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0019 808-06714 100.000 LFT | 1.00000 100.00| 1.00000 100.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 491 -3 TABULATION OF BIDS CALL ORDER : 491 CONTRACT ID : M -30810-A COUNTIES : CLARK LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1487672 |( ) |GOHMANN ASPHALT & CONSTR INC |MAC CONSTRUCTION & EXCAVATIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 808-06723 2.000 EACH | 40.00000 80.00| 65.00000 130.00| PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0021 808-09314 325.000 LFT | 1.00000 325.00| 1.00000 325.00| LINE, PAINT, SOLID, BLUE, 4 IN. | | | 0022 808-09358 3.000 EACH | 80.00000 240.00| 200.00000 600.00| PAVEMENT MESSAGE MARKING, PAINT, NO | | | PARKING | | | 0023 808-97222 7.000 EACH | 35.00000 245.00| 50.00000 350.00| PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | SECTION TOTALS | $ 84,000.00| $ 95,272.45| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 84,000.00| $ 95,272.45| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 501 -1 VENDOR RANKING CALL ORDER : 501 CONTRACT ID : M -31419-A COUNTIES : CLAY LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : EROSION CONTROL COMPLETION DATE : 11/15/09 LOCATION : ON SR 59, 4.63 MILES SOUTH OF SR 246 PROJECT(S) : 0710354 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 57,570.00 100.0000% 2 35-1636776 LINKEL COMPANY $ 66,530.00 115.5637% 3 35-1357381 DAVE OMARA CONTRACTOR INC $ 78,705.00 136.7118% 4 35-1801998 CLR INC $ 96,880.00 168.2821% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 501 -2 TABULATION OF BIDS CALL ORDER : 501 CONTRACT ID : M -31419-A COUNTIES : CLAY LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1817574 |( 2 ) 35-1636776 |( 3 ) 35-1357381 |YARDBERRY LANDSCAPE |LINKEL COMPANY |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 EROSION CONTROL | | | 0001 105-06845 LUMP | 2500.00000 2500.00| 10000.00000 10000.00| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 350.00000 350.00| 200.00000 200.00| 300.00000 300.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 4.000 MOS | 150.00000 600.00| 100.00000 400.00| 200.00000 800.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 2600.00000 2600.00| 20000.00000 20000.00| 3900.00000 3900.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 203-02000 150.000 CYS | 35.00000 5250.00| 20.00000 3000.00| 48.00000 7200.00 EXCAVATION, COMMON | | | 0011 203-02070 400.000 CYS | 20.00000 8000.00| 15.00000 6000.00| 48.00000 19200.00 BORROW | | | 0012 203-08607 200.000 LFT | 15.00000 3000.00| 10.00000 2000.00| 30.00000 6000.00 LINEAR GRADING | | | 0013 205-02770 1000.000 SYS | 2.25000 2250.00| 2.00000 2000.00| 5.00000 5000.00 EROSION CONTROL BLANKET | | | 0014 616-02320 450.000 SYS | 4.50000 2025.00| 2.00000 900.00| 5.00000 2250.00 GEOTEXTILES | | | 0015 616-03472 275.000 TON | 50.00000 13750.00| 50.00000 13750.00| 50.00000 13750.00 RIPRAP, REVEMENT 18 IN. | | | 0016 621-01004 1.000 EACH | 750.00000 750.00| 1000.00000 1000.00| 1000.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0017 621-03787 6.000 LBS | 50.00000 300.00| 50.00000 300.00| 450.00000 2700.00 SEED MIXTURE, D | | | 0018 621-06565 0.750 TON | 1000.00000 750.00| 500.00000 375.00| 2000.00000 1500.00 MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 501 -3 TABULATION OF BIDS CALL ORDER : 501 CONTRACT ID : M -31419-A COUNTIES : CLAY LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1817574 |( 2 ) 35-1636776 |( 3 ) 35-1357381 |YARDBERRY LANDSCAPE |LINKEL COMPANY |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 628-09402 4.000 MOS | 2400.00000 9600.00| 300.00000 1200.00| 1600.00000 6400.00 FIELD OFFICE, B | | | 0020 801-03290 4.000 EACH | 425.00000 1700.00| 50.00000 200.00| 400.00000 1600.00 CONSTRUCTION SIGN, C | | | 0021 801-06640 4.000 EACH | 285.00000 1140.00| 50.00000 200.00| 300.00000 1200.00 CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP | 3000.00000 3000.00| 5000.00000 5000.00| 3900.00000 3900.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 57,570.00| $ 66,530.00| $ 78,705.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 57,570.00| $ 66,530.00| $ 78,705.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 501 -4 TABULATION OF BIDS CALL ORDER : 501 CONTRACT ID : M -31419-A COUNTIES : CLAY LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1801998 |( ) |( ) |CLR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 EROSION CONTROL | | | 0001 105-06845 LUMP | 10000.00000 10000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 150.00000 150.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 4.000 MOS | 75.00000 300.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 4800.00000 4800.00| | MOBILIZATION AND DEMOBILIZATION | | | 0010 203-02000 150.000 CYS | 55.00000 8250.00| | EXCAVATION, COMMON | | | 0011 203-02070 400.000 CYS | 48.00000 19200.00| | BORROW | | | 0012 203-08607 200.000 LFT | 25.00000 5000.00| | LINEAR GRADING | | | 0013 205-02770 1000.000 SYS | 4.00000 4000.00| | EROSION CONTROL BLANKET | | | 0014 616-02320 450.000 SYS | 5.00000 2250.00| | GEOTEXTILES | | | 0015 616-03472 275.000 TON | 60.00000 16500.00| | RIPRAP, REVEMENT 18 IN. | | | 0016 621-01004 1.000 EACH | 1250.00000 1250.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0017 621-03787 6.000 LBS | 750.00000 4500.00| | SEED MIXTURE, D | | | 0018 621-06565 0.750 TON | 2500.00000 1875.00| | MULCHING MATERIAL | | | 0019 628-09402 4.000 MOS | 1500.00000 6000.00| | FIELD OFFICE, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 501 -5 TABULATION OF BIDS CALL ORDER : 501 CONTRACT ID : M -31419-A COUNTIES : CLAY LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1801998 |( ) |( ) |CLR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 801-03290 4.000 EACH | 300.00000 1200.00| | CONSTRUCTION SIGN, C | | | 0021 801-06640 4.000 EACH | 400.00000 1600.00| | CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP | 10000.00000 10000.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 96,880.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 96,880.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 511 -1 VENDOR RANKING CALL ORDER : 511 CONTRACT ID : M -32567-A COUNTIES : VERMILLION LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : DEBRIS REMOVAL COMPLETION DATE : 09/26/09 LOCATION : ON SR 63 OVER VERMILLION RIVER, 0.62 MILE PROJECT(S) : 0901387 NORTH OF SR 234 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1636776 LINKEL COMPANY $ 88,324.00 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 128,194.00 145.1406% 3 35-1801998 CLR INC $ 228,104.00 258.2582% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 511 -2 TABULATION OF BIDS CALL ORDER : 511 CONTRACT ID : M -32567-A COUNTIES : VERMILLION LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1636776 |( 2 ) 35-1817574 |( 3 ) 35-1801998 |LINKEL COMPANY |YARDBERRY LANDSCAPE |CLR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DEBRIS REMOVAL | | | 0001 105-06845 LUMP | 9000.00000 9000.00| 1500.00000 1500.00| 7500.00000 7500.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 100.00000 100.00| 350.00000 350.00| 150.00000 150.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 3.000 MOS | 100.00000 300.00| 150.00000 450.00| 50.00000 150.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 110-01001 LUMP | 14000.00000 14000.00| 5000.00000 5000.00| 12000.00000 12000.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 201-90788 LUMP | 31000.00000 31000.00| 54000.00000 54000.00| 135000.00000 135000.00 DEBRIS, REMOVE | | | 0010 205-03371 3000.000 CYS | 10.00000 30000.00| 19.00000 57000.00| 20.00000 60000.00 SEDIMENT, REMOVE | | | 0011 628-09408 3.000 MOS | 100.00000 300.00| 550.00000 1650.00| 400.00000 1200.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0012 628-09409 3.000 MOS | 100.00000 300.00| 150.00000 450.00| 100.00000 300.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0013 801-03290 2.000 EACH | 200.00000 400.00| 200.00000 400.00| 300.00000 600.00 CONSTRUCTION SIGN, C | | | 0014 801-06640 14.000 EACH | 30.00000 420.00| 135.00000 1890.00| 175.00000 2450.00 CONSTRUCTION SIGN, A | | | 0015 801-06710 10.000 DAY | 30.00000 300.00| 50.00000 500.00| 125.00000 1250.00 FLASHING ARROW SIGN | | | 0016 801-06775 LUMP | 2200.00000 2200.00| 5000.00000 5000.00| 7500.00000 7500.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 88,324.00| $ 128,194.00| $ 228,104.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 88,324.00| $ 128,194.00| $ 228,104.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 531 -1 VENDOR RANKING CALL ORDER : 531 CONTRACT ID : T -31013-A COUNTIES : VARIOUS LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : RAISED PAVEMENT MARKERS COMPLETION DATE : 11/15/09 LOCATION : AT VARIOUS LOCATIONS WITHIN SEYMOUR DISTRICT PROJECT(S) : 0800319 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1983873 M A S MARKERS INC $ 225,799.99 100.0000% 2 31-1035771 A & A SAFETY INC $ 275,698.16 122.0984% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 531 -2 TABULATION OF BIDS CALL ORDER : 531 CONTRACT ID : T -31013-A COUNTIES : VARIOUS LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1983873 |( 2 ) 31-1035771 |( ) |M A S MARKERS INC |A & A SAFETY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RAISED PAVEMENT MARKERS | | | 0001 105-08520 1.000 EACH | 1.00000 1.00| 100.00000 100.00| CELLULAR TELEPHONE/RADIO | | | 0002 105-08521 4.000 MOS | 20.00000 80.00| 100.00000 400.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 56587.25000 56587.25| 5000.00000 5000.00| MOBILIZATION AND DEMOBILIZATION | | | 0009 628-09408 4.000 MOS | 1.00000 4.00| 500.00000 2000.00| MOBILE LAPTOP COMPUTER SYSTEM , ONE EAC | | | 0010 628-09409 4.000 MOS | 45.00000 180.00| 100.00000 400.00| MOBILE INTERNET SERVICE , ONE EACH | | | 0011 801-06710 60.000 DAY | 0.50000 30.00| 1.00000 60.00| FLASHING ARROW SIGN | | | 0012 801-06775 LUMP | 56587.24000 56587.24| 25000.00000 25000.00| MAINTAINING TRAFFIC | | | 0013 801-92448 60.000 DAY | 0.50000 30.00| 1.00000 60.00| CONSTRUCTION SIGNS, MOBILE | | | 0014 808-75994 71073.000 EACH | 1.50000 106609.50| 2.66000 189054.18| PRISMATIC REFLECTOR | | | 0015 808-75998 2843.000 EACH | 2.00000 5686.00| 18.86000 53618.98| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 225,799.99| $ 275,698.16| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 225,799.99| $ 275,698.16| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 541 -1 VENDOR RANKING CALL ORDER : 541 CONTRACT ID : T -31045-A COUNTIES : DEARBORN LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : SIGN MODERNIZATION COMPLETION DATE : 11/15/09 LOCATION : ON I-275 FROM IN / KY STATE LINE TO IN / OH STATE LINE PROJECT(S) : 0800376 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 38-2932367 RMD HOLDINGS LTD $ 114,929.05 100.0000% 2 38-2421492 ACTION TRAFFIC MAINTENANCE $ 146,900.58 127.8185% 3 35-0392360 HOOSIER COMPANY INC THE $ 150,497.85 130.9485% 4 36-3343234 WESTERN REMAC INC $ 176,223.10 153.3321% 5 74-2851603 QUANTA SERVICES INC $ 179,072.04 155.8109% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 541 -2 TABULATION OF BIDS CALL ORDER : 541 CONTRACT ID : T -31045-A COUNTIES : DEARBORN LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 38-2932367 |( 2 ) 38-2421492 |( 3 ) 35-0392360 |RMD HOLDINGS LTD |ACTION TRAFFIC MAINTENANCE |HOOSIER COMPANY INC THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SIGN MODERNIZATION | | | 0001 105-06845 LUMP | 1800.00000 1800.00| 1500.00000 1500.00| 838.00000 838.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 150.00000 150.00| 75.00000 75.00| 263.00000 263.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 5.000 MOS | 55.00000 275.00| 10.00000 50.00| 105.00000 525.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 6410.00000 6410.00| 5200.00000 5200.00| 4300.00000 4300.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 202-03783 18.000 EACH | 75.00000 1350.00| 125.00000 2250.00| 536.00000 9648.00 SIGN, PANEL, REMOVE | | | 0011 202-74040 7.000 EACH | 150.00000 1050.00| 195.00000 1365.00| 830.00000 5810.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0012 202-74050 4.000 EACH | 175.00000 700.00| 275.00000 1100.00| 726.00000 2904.00 SIGN, OVERHEAD, REMOVE | | | 0013 628-09402 5.000 MOS | 1500.00000 7500.00| 15.00000 75.00| 1880.00000 9400.00 FIELD OFFICE, B | | | 0014 801-03290 4.000 EACH | 100.00000 400.00| 25.00000 100.00| 394.00000 1576.00 CONSTRUCTION SIGN, C | | | 0015 801-06640 26.000 EACH | 100.00000 2600.00| 25.00000 650.00| 200.00000 5200.00 CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP | 2200.00000 2200.00| 2500.00000 2500.00| 5870.00000 5870.00 MAINTAINING TRAFFIC | | | 0017 802-07151 2.000 EACH | 543.00000 1086.00| 650.00000 1300.00| 325.00000 650.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0018 802-07153 18.000 EACH | 603.00000 10854.00| 850.00000 15300.00| 355.00000 6390.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XI | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 541 -3 TABULATION OF BIDS CALL ORDER : 541 CONTRACT ID : T -31045-A COUNTIES : DEARBORN LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 38-2932367 |( 2 ) 38-2421492 |( 3 ) 35-0392360 |RMD HOLDINGS LTD |ACTION TRAFFIC MAINTENANCE |HOOSIER COMPANY INC THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 802-09569 5.100 SFT | 12.15000 61.97| 13.21000 67.37| 20.50000 104.55 SIGN, SHEET, SHEETING TYPE IX, WITH | | | LEGEND,0.080 IN | | | 0020 802-09570 81.000 SFT | 12.60000 1020.60| 13.21000 1070.01| 20.50000 1660.50 SIGN, SHEET, SHEETING TYPE IX, WITH | | | LEGEND, 0.100 IN. | | | 0021 802-09572 650.000 SFT | 20.25000 13162.50| 22.80000 14820.00| 23.50000 15275.00 SIGN, PANEL, SHEETING TYPE IX, WITH | | | LEGEND | | | 0022 802-76015 3560.000 SFT | 12.81000 45603.60| 18.92000 67355.20| 15.50000 55180.00 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEN | | | 0023 802-76065 30.000 LFT | 8.85000 265.50| 5.00000 150.00| 13.00000 390.00 SIGN POST, B | | | 0024 802-76095 10656.000 LBS | 1.73000 18434.88| 3.00000 31968.00| 2.30000 24508.80 STRUCTURAL STEEL, BREAKAWAY | | | SECTION TOTALS | $ 114,929.05| $ 146,900.58| $ 150,497.85 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 114,929.05| $ 146,900.58| $ 150,497.85 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 541 -4 TABULATION OF BIDS CALL ORDER : 541 CONTRACT ID : T -31045-A COUNTIES : DEARBORN LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 36-3343234 |( 5 ) 74-2851603 |( ) |WESTERN REMAC INC |QUANTA SERVICES INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SIGN MODERNIZATION | | | 0001 105-06845 LUMP | 2400.00000 2400.00| 2000.00000 2000.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 180.00000 180.00| 100.00000 100.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 5.000 MOS | 72.00000 360.00| 50.00000 250.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 35693.00000 35693.00| 8900.00000 8900.00| MOBILIZATION AND DEMOBILIZATION | | | 0010 202-03783 18.000 EACH | 309.80000 5576.40| 330.00000 5940.00| SIGN, PANEL, REMOVE | | | 0011 202-74040 7.000 EACH | 888.50000 6219.50| 200.00000 1400.00| SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0012 202-74050 4.000 EACH | 744.10000 2976.40| 200.00000 800.00| SIGN, OVERHEAD, REMOVE | | | 0013 628-09402 5.000 MOS | 1200.00000 6000.00| 2500.00000 12500.00| FIELD OFFICE, B | | | 0014 801-03290 4.000 EACH | 450.00000 1800.00| 375.00000 1500.00| CONSTRUCTION SIGN, C | | | 0015 801-06640 26.000 EACH | 226.80000 5896.80| 189.00000 4914.00| CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP | 2340.00000 2340.00| 1500.00000 1500.00| MAINTAINING TRAFFIC | | | 0017 802-07151 2.000 EACH | 623.50000 1247.00| 330.00000 660.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0018 802-07153 18.000 EACH | 632.30000 11381.40| 390.00000 7020.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XI | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 541 -5 TABULATION OF BIDS CALL ORDER : 541 CONTRACT ID : T -31045-A COUNTIES : DEARBORN LETTING DATE : 08/12/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 36-3343234 |( 5 ) 74-2851603 |( ) |WESTERN REMAC INC |QUANTA SERVICES INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 802-09569 5.100 SFT | 100.00000 510.00| 24.00000 122.40| SIGN, SHEET, SHEETING TYPE IX, WITH | | | LEGEND,0.080 IN | | | 0020 802-09570 81.000 SFT | 25.00000 2025.00| 26.00000 2106.00| SIGN, SHEET, SHEETING TYPE IX, WITH | | | LEGEND, 0.100 IN. | | | 0021 802-09572 650.000 SFT | 21.90000 14235.00| 29.00000 18850.00| SIGN, PANEL, SHEETING TYPE IX, WITH | | | LEGEND | | | 0022 802-76015 3560.000 SFT | 13.70000 48772.00| 24.30000 86508.00| SIGN,PANEL,ENCAPSULATED LENS WITH LEGEN | | | 0023 802-76065 30.000 LFT | 30.00000 900.00| 22.00000 660.00| SIGN POST, B | | | 0024 802-76095 10656.000 LBS | 2.60000 27705.60| 2.19000 23336.64| STRUCTURAL STEEL, BREAKAWAY | | | SECTION TOTALS | $ 176,223.10| $ 179,072.04| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 176,223.10| $ 179,072.04| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 551 -1 VENDOR RANKING CALL ORDER : 551 CONTRACT ID : T -31422-A COUNTIES : VIGO LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : TRAFFIC SIGNAL LENS REPLACEMENT COMPLETION DATE : 10/15/09 LOCATION : ON ALL THE US AND STATE ROUTES THROUGHOUT PROJECT(S) : 0800407 VIGO COUNTY ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1262778 MIDWESTERN ELECTRIC $ 75,987.00 100.0000% 2 74-2851603 QUANTA SERVICES INC $ 96,891.00 127.5100% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 551 -2 TABULATION OF BIDS CALL ORDER : 551 CONTRACT ID : T -31422-A COUNTIES : VIGO LETTING DATE : 08/12/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1262778 |( 2 ) 74-2851603 |( ) |MIDWESTERN ELECTRIC |QUANTA SERVICES INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNAL LENS REPLACEMENT | | | 0001 105-08520 1.000 EACH | 150.00000 150.00| 50.00000 50.00| CELLULAR TELEPHONE/RADIO | | | 0002 105-08521 12.000 MOS | 80.00000 960.00| 100.00000 1200.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 7790.00000 7790.00| 4500.00000 4500.00| MOBILIZATION AND DEMOBILIZATION | | | 0009 628-09408 12.000 MOS | 100.00000 1200.00| 740.00000 8880.00| MOBILE LAPTOP COMPUTER SYSTEM , 1 | | | 0010 628-09409 12.000 MOS | 85.00000 1020.00| 100.00000 1200.00| MOBILE INTERNET SERVICE , 1 | | | 0011 801-03290 8.000 EACH | 95.00000 760.00| 375.00000 3000.00| CONSTRUCTION SIGN, C | | | 0012 801-06640 16.000 EACH | 95.00000 1520.00| 195.00000 3120.00| CONSTRUCTION SIGN, A | | | 0013 801-06710 60.000 DAY | 45.00000 2700.00| 100.00000 6000.00| FLASHING ARROW SIGN | | | 0014 801-06775 LUMP | 4910.00000 4910.00| 3106.00000 3106.00| MAINTAINING TRAFFIC | | | 0015 805-02266 1682.000 EACH | 30.00000 50460.00| 35.00000 58870.00| LENS REPLACEMENT, TRAFFIC SIGNAL, 12 IN | | | , INSTALL | | | 0016 805-09062 24.000 EACH | 188.00000 4512.00| 290.00000 6960.00| LENS REPLACEMENT, INTERNATIONAL, | | | PEDESTRIAN, 18 IN. | | | SECTION TOTALS | $ 75,987.00| $ 96,891.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 75,987.00| $ 96,891.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 571 -1 VENDOR RANKING CALL ORDER : 571 CONTRACT ID : T -31942-A COUNTIES : VARIOUS LETTING DATE : 08/12/09 10:00 AM DISTRICT : VINCENNES DISTRICT DESCRIPTION : PAVEMENT MARKINGS COMPLETION DATE : 10/31/09 LOCATION : ON VARIOUS ROADS THROUGHOUT THE VINCENNES DISTRICT PROJECT(S) : 0810339 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1473618 THREE RIVERS BARRICADE & EQUIP. CO., INC. $ 45,352.20 100.0000% 2 35-2040834 GRIDLOCK TRAFFIC SYSTEMS INC $ 93,969.87 207.2002% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 571 -2 TABULATION OF BIDS CALL ORDER : 571 CONTRACT ID : T -31942-A COUNTIES : VARIOUS LETTING DATE : 08/12/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1473618 |( 2 ) 35-2040834 |( ) |THREE RIVERS BARRICADE & EQU |GRIDLOCK TRAFFIC SYSTEMS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT MARKINGS | | | 0001 105-06845 LUMP | 2700.00000 2700.00| 6640.00000 6640.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 350.00000 350.00| 500.00000 500.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 3.000 MOS | 50.00000 150.00| 150.00000 450.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 2000.00000 2000.00| 22700.00000 22700.00| MOBILIZATION AND DEMOBILIZATION | | | 0010 628-09408 3.000 MOS | 50.00000 150.00| 250.00000 750.00| MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0011 628-09409 3.000 MOS | 65.00000 195.00| 150.00000 450.00| MOBILE INTERNET SERVICE , 1 EACH | | | 0012 801-03290 4.000 EACH | 200.00000 800.00| 250.00000 1000.00| CONSTRUCTION SIGN, C | | | 0013 801-06775 LUMP | 23860.00000 23860.00| 24500.00000 24500.00| MAINTAINING TRAFFIC | | | 0015 802-05701 416.000 LFT | 6.55000 2724.80| 5.05000 2100.80| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0016 802-76035 238.600 SFT | 9.00000 2147.40| 9.95000 2374.07| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0017 808-74809 26.000 EACH | 395.00000 10270.00| 1250.00000 32500.00| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (R X R) | | | SECTION TOTALS | $ 45,352.20| $ 93,969.87| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 45,352.20| $ 93,969.87| $ ====================================================================================================================================