INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 140 -1 VENDOR RANKING CALL ORDER : 140 CONTRACT ID : IR-32543-A COUNTIES : CASS LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : NEW ROAD, GRADING ONLY, NEW BRIDGES COMPLETION DATE : 04/30/11 LOCATION : ON SR 25 FROM 0.16 MILE EAST OF CR 500S TO 0.61 PROJECT(S) : 0401300 MILE EAST OF CR 325W 0401301 0900141 OTHERS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 36-2231526 WALSH CONSTR COMPANY $ 17,750,091.91 100.0000% 2 35-1698047 GRADEX INC $ 18,444,048.43 103.9096% 3 35-1875662 CRIDER & CRIDER INC $ 18,525,677.38 104.3695% 4 36-3543170 T J LAMBRECHT CONSTRUCTION $ 18,949,857.12 106.7592% 5 35-1385672 FORCE CONSTRUCTION CO INC $ 20,132,836.29 113.4238% 6 35-1917625 MILESTONE CONTRACTORS LP $ 20,392,160.38 114.8848% 7 35-1035114 SUPERIOR CONSTRUCTION CO $ 20,444,494.75 115.1797% 8 35-1374866 PRIMCO INC $ 21,262,253.43 119.7867% 9 35-1111003 WHITE CONSTRUCTION INC $ 21,639,695.97 121.9131% 10 35-1068009 DYER CONSTRUCTION CO $ 22,060,390.14 124.2832% 11 38-2675420 ANLAAN CORPORATION $ 22,490,478.90 126.7063% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 140 -2 TABULATION OF BIDS CALL ORDER : 140 CONTRACT ID : IR-32543-A COUNTIES : CASS LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1698047 |( 3 ) 35-1875662 |WALSH CONSTR COMPANY |GRADEX INC |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE | | | 0001 105-06845 LUMP | 813148.11000 813148.11| 150000.00000 150000.00| 95000.00000 95000.00 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 | 895000.00000 895000.00| 929600.00000 929600.00| 930000.00000 930000.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 179000.00000 179000.00| 400000.00000 400000.00| 180000.00000 180000.00 CLEARING RIGHT OF WAY | | | 0010 203-02000 40790.000 CYS | 6.00000 244740.00| 6.50000 265135.00| 4.00000 163160.00 EXCAVATION, COMMON | | | 0011 203-02070 830896.000 CYS | 3.00000 2492688.00| 4.50000 3739032.00| 4.80000 3988300.80 BORROW | | | 0012 203-08668 140000.000 LFT | 1.10000 154000.00| 1.13000 158200.00| 1.30000 182000.00 STRIP DRAIN, 12 IN. | | | 0013 204-08552 7.000 EACH | 7225.00000 50575.00| 3100.00000 21700.00| 8000.00000 56000.00 VIBRATING WIRE SETTLEMENT SYSTEM | | | 0014 204-08553 7.000 EACH | 2359.29000 16515.03| 10500.00000 73500.00| 2150.00000 15050.00 DATA LOGGING | | | 0015 204-08554 2.000 EACH | 1400.00000 2800.00| 2100.00000 4200.00| 2150.00000 4300.00 HAND HELD VW READOUT | | | 0016 205-03371 100.000 CYS | 14.42000 1442.00| 37.00000 3700.00| 10.00000 1000.00 SEDIMENT, REMOVE | | | 0017 205-06930 54.000 TON | 37.30000 2014.20| 23.00000 1242.00| 32.00000 1728.00 SPLASHPAD, RIPRAP | | | 0018 205-06931 147.000 TON | 72.97000 10726.59| 23.00000 3381.00| 31.00000 4557.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0019 205-06936 345.000 TON | 32.50000 11212.50| 23.00000 7935.00| 30.00000 10350.00 TEMPORARY SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 140 -3 TABULATION OF BIDS CALL ORDER : 140 CONTRACT ID : IR-32543-A COUNTIES : CASS LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1698047 |( 3 ) 35-1875662 |WALSH CONSTR COMPANY |GRADEX INC |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06937 9335.000 LFT | 2.64000 24644.40| 1.22000 11388.70| 1.20000 11202.00 TEMPORARY SILT FENCE | | | 0021 205-06938 1607.000 LFT | 19.28000 30982.96| 7.00000 11249.00| 10.00000 16070.00 TEMPORARY SLOPE DRAIN | | | 0022 205-09543 300.000 TON | 15.59000 4677.00| 17.50000 5250.00| 12.00000 3600.00 NO 2 STONE | | | 0023 206-51225 310.000 CYS | 10.00000 3100.00| 9.80000 3038.00| 13.00000 4030.00 EXCAVATION, DRY | | | 0024 211-02050 94150.000 CYS | 10.00000 941500.00| 7.38000 694827.00| 12.20000 1148630.00 B BORROW | | | 0025 211-09264 1711.000 CYS | 13.00000 22243.00| 17.75000 30370.25| 16.00000 27376.00 STRUCTURE BACKFILL, TYPE 1 | | | 0026 211-09266 114789.000 CYS | 6.75000 774825.75| 15.00000 1721835.00| 13.50000 1549651.50 STRUCTURE BACKFILL, TYPE 3 | | | 0027 215-07043 85000.000 SYS | 3.25000 276250.00| 3.35000 284750.00| 2.75000 233750.00 CHEMICAL MODIFICATION, SOILS | | | 0028 302-07455 274.000 CYS | 33.49000 9176.26| 62.00000 16988.00| 35.00000 9590.00 DENSE GRADED SUBBASE | | | 0029 303-01180 475.000 TON | 14.75000 7006.25| 17.50000 8312.50| 22.50000 10687.50 COMPACTED AGGREGATE, NO. 53 | | | 0030 402-07453 627.000 TON | 86.22000 54059.94| 71.95000 45112.65| 80.00000 50160.00 HMA FOR TEMPORARY PAVEMENT | | | 0031 602-06729 59.000 EACH | 8.00000 472.00| 20.00000 1180.00| 12.00000 708.00 BARRIER DELINEATOR | | | 0032 607-06335 1041.000 LFT | 23.16000 24109.56| 38.00000 39558.00| 35.00000 36435.00 PAVED SIDE DITCH, A | | | 0033 609-06259 1679.000 SYS | 55.00000 92345.00| 63.00000 105777.00| 65.00000 109135.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0034 616-02320 1728.000 SYS | 2.32000 4008.96| 2.15000 3715.20| 2.00000 3456.00 GEOTEXTILES | | | 0035 616-05688 21.000 TON | 46.04000 966.84| 52.00000 1092.00| 40.00000 840.00 RIPRAP, CLASS 1 | | | 0036 616-06405 1369.000 TON | 15.94000 21821.86| 22.00000 30118.00| 23.00000 31487.00 RIPRAP, REVETMENT | | | 0037 621-01004 3.000 EACH | 125.00000 375.00| 130.00000 390.00| 125.00000 375.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-06557 5850.000 LBS | 1.82000 10647.00| 1.87000 10939.50| 1.85000 10822.50 SEED MIXTURE, T | | | 0039 621-06565 78.000 TON | 275.00000 21450.00| 285.00000 22230.00| 275.00000 21450.00 MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 140 -4 TABULATION OF BIDS CALL ORDER : 140 CONTRACT ID : IR-32543-A COUNTIES : CASS LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1698047 |( 3 ) 35-1875662 |WALSH CONSTR COMPANY |GRADEX INC |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 628-09402 15.000 MOS | 2750.00000 41250.00| 1900.00000 28500.00| 1600.00000 24000.00 FIELD OFFICE, B | | | 0041 628-09407 30.000 MOS | 225.00000 6750.00| 230.00000 6900.00| 225.00000 6750.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 EACH | | | 0042 701-06011 5.000 EACH | 5000.00000 25000.00| 1850.00000 9250.00| 5000.00000 25000.00 DYNAMIC PILE LOAD TEST | | | 0043 701-09557 440.000 LFT | 37.60000 16544.00| 51.00000 22440.00| 75.00000 33000.00 TEST PILE, DYNAMIC, PRODUCTION | | | 0044 701-09559 5.000 EACH | 3000.00000 15000.00| 1005.00000 5025.00| 1900.00000 9500.00 TEST PILE, DYNAMIC, RESTRIKE | | | 0045 701-09683 150.000 EACH | 400.00000 60000.00| 87.55000 13132.50| 215.00000 32250.00 PILE SHOE, HP 12 X 74 | | | 0046 701-95780 10210.000 LFT | 36.05000 368070.50| 37.50000 382875.00| 56.00000 571760.00 PILE, STEEL H, HP 12" X 74 | | | 0047 702-51005 902.000 CYS | 450.00000 405900.00| 365.00000 329230.00| 321.00000 289542.00 CONCRETE, A, SUBSTRUCTURE | | | 0048 702-51015 145.300 CYS | 275.00000 39957.50| 283.00000 41119.90| 175.00000 25427.50 CONCRETE, B, FOOTINGS | | | 0049 702-92857 1946.000 CYS | 400.00000 778400.00| 223.00000 433958.00| 255.00000 496230.00 CONCRETE, C, SUBSTRUCTURE | | | 0050 703-06028 353147.000 LBS | 0.52000 183636.44| 0.61000 215419.67| 0.58000 204825.26 REINFORCING BARS | | | 0051 703-06029 531881.000 LBS | 0.61000 324447.41| 0.66000 351041.46| 0.62000 329766.22 REINFORCING BARS, EPOXY COATED | | | 0052 704-51002 1309.100 CYS | 475.00000 621822.50| 406.00000 531494.60| 322.00000 421530.20 CONCRETE, C, SUPERSTRUCTURE | | | 0053 706-05732 12.000 EACH | 728.11000 8737.32| 1650.00000 19800.00| 1270.00000 15240.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0054 706-51020 163.800 CYS | 300.00000 49140.00| 448.00000 73382.40| 630.00000 103194.00 CONCRETE, C, RAILING | | | 0055 707-09286 1881.000 LFT | 310.00000 583110.00| 225.00000 423225.00| 280.00000 526680.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 66 IN. X 60 IN. | | | 0056 707-09598 1277.000 LFT | 300.00000 383100.00| 275.00000 351175.00| 330.00000 421410.00 STRUCTURAL MEMBERS, CONCRETE, BULB-T | | | BEAM, 84 IN. X 48 IN. | | | 0057 709-51821 LUMP | 7559.00000 7559.00| 20400.00000 20400.00| 7600.00000 7600.00 SURFACE SEAL | | | 0058 709-51821 LUMP | 6494.40000 6494.40| 7900.00000 7900.00| 6800.00000 6800.00 SURFACE SEAL , STR. NO. 1 | | | 0059 709-51821 LUMP | 9215.20000 9215.20| 11900.00000 11900.00| 9500.00000 9500.00 SURFACE SEAL , STR. NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 140 -5 TABULATION OF BIDS CALL ORDER : 140 CONTRACT ID : IR-32543-A COUNTIES : CASS LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1698047 |( 3 ) 35-1875662 |WALSH CONSTR COMPANY |GRADEX INC |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 709-51821 LUMP | 2800.00000 2800.00| 8500.00000 8500.00| 3100.00000 3100.00 SURFACE SEAL , STR. NO. 3 | | | 0061 709-51821 LUMP | 3450.00000 3450.00| 8100.00000 8100.00| 3750.00000 3750.00 SURFACE SEAL , STR. NO. 4 | | | 0062 715-05019 157.000 LFT | 43.28000 6794.96| 85.00000 13345.00| 65.00000 10205.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0063 715-05048 300.000 LFT | 5.98000 1794.00| 5.25000 1575.00| 8.00000 2400.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0064 715-05049 300.000 LFT | 6.77000 2031.00| 7.30000 2190.00| 9.00000 2700.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0065 715-05051 300.000 LFT | 8.64000 2592.00| 9.40000 2820.00| 10.00000 3000.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0066 715-05052 300.000 LFT | 11.04000 3312.00| 11.50000 3450.00| 11.00000 3300.00 PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0067 715-05123 109.000 LFT | 51.52000 5615.68| 48.00000 5232.00| 40.00000 4360.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0068 715-05133 316.000 LFT | 77.88000 24610.08| 135.00000 42660.00| 90.00000 28440.00 PIPE, TYPE 1, CIRCULAR, 60 IN. | | | 0069 715-05141 314.000 LFT | 265.89000 83489.46| 550.00000 172700.00| 255.00000 80070.00 PIPE, TYPE 1, CIRCULAR, 84 IN. | | | 0070 715-05159 502.000 LFT | 60.12000 30180.24| 90.00000 45180.00| 75.00000 37650.00 PIPE, TYPE 2, CIRCULAR, 42 IN. | | | 0071 715-05841 2.000 EACH | 785.14000 1570.28| 2300.00000 4600.00| 1500.00000 3000.00 CONCRETE ANCHOR, 60 IN. | | | 0072 715-05842 2.000 EACH | 567.71000 1135.42| 2100.00000 4200.00| 1450.00000 2900.00 CONCRETE ANCHOR, 42 IN. | | | 0073 715-07150 2.000 EACH | 1094.19000 2188.38| 2700.00000 5400.00| 1800.00000 3600.00 CONCRETE ANCHOR, 84 IN. | | | 0074 715-08305 6.000 TON | 500.00000 3000.00| 515.00000 3090.00| 500.00000 3000.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0075 715-09064 1398.000 LFT | 1.00000 1398.00| 2.50000 3495.00| 1.00000 1398.00 VIDEO INSPECTION FOR PIPE | | | 0076 715-46020 2.000 EACH | 380.98000 761.96| 830.00000 1660.00| 450.00000 900.00 PIPE END SECTION, 24 IN. | | | 0077 715-46040 2.000 EACH | 556.24000 1112.48| 1500.00000 3000.00| 1200.00000 2400.00 PIPE END SECTION, 36 IN. | | | 0078 720-95422 2.000 EACH | 3792.79000 7585.58| 3400.00000 6800.00| 2000.00000 4000.00 MANHOLE, J4 | | | 0079 724-51925 326.000 LFT | 90.58000 29529.08| 159.00000 51834.00| 106.00000 34556.00 STRUCTURAL EXPANSION JOINT, SS | | | 0080 731-07016 19818.000 SFT | 16.11000 319267.98| 19.30000 382487.40| 13.00000 257634.00 FACE PANELS, WIRE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 140 -6 TABULATION OF BIDS CALL ORDER : 140 CONTRACT ID : IR-32543-A COUNTIES : CASS LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1698047 |( 3 ) 35-1875662 |WALSH CONSTR COMPANY |GRADEX INC |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 731-93945 133543.000 SFT | 14.00000 1869602.00| 12.15000 1622547.45| 12.50000 1669287.50 FACE PANELS, CONCRETE | | | 0082 731-93946 133543.000 SFT | 9.05000 1208564.15| 7.95000 1061666.85| 4.50000 600943.50 WALL ERECTION | | | 0083 731-93947 6052.000 LFT | 12.00000 72624.00| 24.35000 147366.20| 7.50000 45390.00 LEVELING PAD, CONCRETE | | | 0084 801-03290 5.000 EACH | 195.00000 975.00| 200.00000 1000.00| 200.00000 1000.00 CONSTRUCTION SIGN, C | | | 0085 801-04308 4.000 EACH | 375.00000 1500.00| 385.00000 1540.00| 375.00000 1500.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0086 801-06625 18.000 EACH | 99.00000 1782.00| 100.00000 1800.00| 100.00000 1800.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0087 801-06640 20.000 EACH | 165.00000 3300.00| 170.00000 3400.00| 165.00000 3300.00 CONSTRUCTION SIGN, A | | | 0088 801-06775 LUMP | 300000.00000 300000.00| 225000.00000 225000.00| 35000.00000 35000.00 MAINTAINING TRAFFIC | | | 0089 801-07118 72.000 LFT | 10.55000 759.60| 10.80000 777.60| 11.00000 792.00 BARRICADE, III-A | | | 0090 801-07119 48.000 LFT | 12.75000 612.00| 13.00000 624.00| 13.00000 624.00 BARRICADE, III-B | | | 0091 801-08401 1642.000 LFT | 20.00000 32840.00| 25.00000 41050.00| 32.00000 52544.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0092 808-06713 3204.000 LFT | 0.19000 608.76| 0.20000 640.80| 0.20000 640.80 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0093 808-06714 3204.000 LFT | 0.19000 608.76| 0.20000 640.80| 0.20000 640.80 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0094 808-06716 3200.000 LFT | 0.38000 1216.00| 0.39000 1248.00| 0.40000 1280.00 LINE, REMOVE | | | 0095 203-09747 LUMP | 1300000.00000 1300000.00| 1150000.00000 1150000.00| 1108000.00000 1108000.00 RAMMED AGGREGATE PIER | | | 0096 701-04732 1872.000 LFT | 21.54000 40322.88| 36.00000 67392.00| 38.00000 71136.00 PILE SLEEVES | | | 0097 608-09748 776355.000 LFT | 0.44000 341596.20| 0.45000 349359.75| 0.46000 357123.30 PREFABRICATED VERTICAL DRAIN | | | 0098 207-08267 1425.000 SYS | 4.42000 6298.50| 8.25000 11756.25| 8.00000 11400.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0099 215-09385 20000.000 TON | 45.00000 900000.00| 45.00000 900000.00| 80.00000 1600000.00 CHEMICAL MODIFIER, SOILS, MODIFYING WET | | | FILL SOIL, CHEMICAL MODIFIER | | | SECTION TOTALS | $ 17,750,091.91| $ 18,444,048.43| $ 18,525,677.38 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 17,750,091.91| $ 18,444,048.43| $ 18,525,677.38 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 140 -7 TABULATION OF BIDS CALL ORDER : 140 CONTRACT ID : IR-32543-A COUNTIES : CASS LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 36-3543170 |( 5 ) 35-1385672 |( 6 ) 35-1917625 |T J LAMBRECHT CONSTRUCTION |FORCE CONSTRUCTION CO INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE | | | 0001 105-06845 LUMP | 141147.55000 141147.55| 72216.00000 72216.00| 75000.00000 75000.00 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 | 909240.27000 909240.27| 1000000.00000 1000000.00| 450000.00000 450000.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 49882.01000 49882.01| 123600.00000 123600.00| 200000.00000 200000.00 CLEARING RIGHT OF WAY | | | 0010 203-02000 40790.000 CYS | 6.89000 281043.10| 5.06000 206397.40| 5.00000 203950.00 EXCAVATION, COMMON | | | 0011 203-02070 830896.000 CYS | 5.51000 4578236.96| 4.06000 3373437.76| 4.10000 3406673.60 BORROW | | | 0012 203-08668 140000.000 LFT | 1.13000 158200.00| 1.01000 141400.00| 1.12000 156800.00 STRIP DRAIN, 12 IN. | | | 0013 204-08552 7.000 EACH | 7441.75000 52092.25| 13260.00000 92820.00| 7500.00000 52500.00 VIBRATING WIRE SETTLEMENT SYSTEM | | | 0014 204-08553 7.000 EACH | 2430.80000 17015.60| 3531.00000 24717.00| 5500.00000 38500.00 DATA LOGGING | | | 0015 204-08554 2.000 EACH | 2884.00000 5768.00| 2040.00000 4080.00| 1500.00000 3000.00 HAND HELD VW READOUT | | | 0016 205-03371 100.000 CYS | 12.89000 1289.00| 15.68000 1568.00| 16.00000 1600.00 SEDIMENT, REMOVE | | | 0017 205-06930 54.000 TON | 65.04000 3512.16| 46.77000 2525.58| 47.00000 2538.00 SPLASHPAD, RIPRAP | | | 0018 205-06931 147.000 TON | 48.03000 7060.41| 14.87000 2185.89| 26.00000 3822.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0019 205-06936 345.000 TON | 21.33000 7358.85| 18.13000 6254.85| 18.50000 6382.50 TEMPORARY SEDIMENT TRAP | | | 0020 205-06937 9335.000 LFT | 2.08000 19416.80| 1.20000 11202.00| 1.20000 11202.00 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 140 -8 TABULATION OF BIDS CALL ORDER : 140 CONTRACT ID : IR-32543-A COUNTIES : CASS LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 36-3543170 |( 5 ) 35-1385672 |( 6 ) 35-1917625 |T J LAMBRECHT CONSTRUCTION |FORCE CONSTRUCTION CO INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 205-06938 1607.000 LFT | 15.17000 24378.19| 18.80000 30211.60| 18.60000 29890.20 TEMPORARY SLOPE DRAIN | | | 0022 205-09543 300.000 TON | 26.46000 7938.00| 17.03000 5109.00| 17.00000 5100.00 NO 2 STONE | | | 0023 206-51225 310.000 CYS | 9.88000 3062.80| 22.40000 6944.00| 16.20000 5022.00 EXCAVATION, DRY | | | 0024 211-02050 94150.000 CYS | 8.50000 800275.00| 15.71000 1479096.50| 19.00000 1788850.00 B BORROW | | | 0025 211-09264 1711.000 CYS | 20.22000 34596.42| 17.57000 30062.27| 17.60000 30113.60 STRUCTURE BACKFILL, TYPE 1 | | | 0026 211-09266 114789.000 CYS | 19.49000 2237237.61| 16.34000 1875652.26| 19.00000 2180991.00 STRUCTURE BACKFILL, TYPE 3 | | | 0027 215-07043 85000.000 SYS | 3.35000 284750.00| 3.92000 333200.00| 3.90000 331500.00 CHEMICAL MODIFICATION, SOILS | | | 0028 302-07455 274.000 CYS | 62.42000 17103.08| 32.12000 8800.88| 90.00000 24660.00 DENSE GRADED SUBBASE | | | 0029 303-01180 475.000 TON | 13.23000 6284.25| 17.58000 8350.50| 17.00000 8075.00 COMPACTED AGGREGATE, NO. 53 | | | 0030 402-07453 627.000 TON | 71.95000 45112.65| 69.36000 43488.72| 73.00000 45771.00 HMA FOR TEMPORARY PAVEMENT | | | 0031 602-06729 59.000 EACH | 28.71000 1693.89| 18.41000 1086.19| 15.30000 902.70 BARRIER DELINEATOR | | | 0032 607-06335 1041.000 LFT | 32.84000 34186.44| 27.42000 28544.22| 26.15000 27222.15 PAVED SIDE DITCH, A | | | 0033 609-06259 1679.000 SYS | 64.51000 108312.29| 70.97000 119158.63| 98.75000 165801.25 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0034 616-02320 1728.000 SYS | 1.76000 3041.28| 97.50000 168480.00| 1.50000 2592.00 GEOTEXTILES | | | 0035 616-05688 21.000 TON | 48.22000 1012.62| 53.90000 1131.90| 65.00000 1365.00 RIPRAP, CLASS 1 | | | 0036 616-06405 1369.000 TON | 17.80000 24368.20| 14.82000 20288.58| 28.00000 38332.00 RIPRAP, REVETMENT | | | 0037 621-01004 3.000 EACH | 128.75000 386.25| 127.50000 382.50| 127.50000 382.50 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-06557 5850.000 LBS | 1.87000 10939.50| 1.86000 10881.00| 1.86000 10881.00 SEED MIXTURE, T | | | 0039 621-06565 78.000 TON | 283.25000 22093.50| 280.50000 21879.00| 276.00000 21528.00 MULCHING MATERIAL | | | 0040 628-09402 15.000 MOS | 2357.34000 35360.10| 1643.49000 24652.35| 2400.00000 36000.00 FIELD OFFICE, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 140 -9 TABULATION OF BIDS CALL ORDER : 140 CONTRACT ID : IR-32543-A COUNTIES : CASS LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 36-3543170 |( 5 ) 35-1385672 |( 6 ) 35-1917625 |T J LAMBRECHT CONSTRUCTION |FORCE CONSTRUCTION CO INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 628-09407 30.000 MOS | 206.00000 6180.00| 91.80000 2754.00| 125.00000 3750.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 EACH | | | 0042 701-06011 5.000 EACH | 1872.73000 9363.65| 2170.39000 10851.95| 3400.00000 17000.00 DYNAMIC PILE LOAD TEST | | | 0043 701-09557 440.000 LFT | 52.02000 22888.80| 23.62000 10392.80| 33.00000 14520.00 TEST PILE, DYNAMIC, PRODUCTION | | | 0044 701-09559 5.000 EACH | 1014.39000 5071.95| 2651.22000 13256.10| 1700.00000 8500.00 TEST PILE, DYNAMIC, RESTRIKE | | | 0045 701-09683 150.000 EACH | 88.43000 13264.50| 93.59000 14038.50| 120.00000 18000.00 PILE SHOE, HP 12 X 74 | | | 0046 701-95780 10210.000 LFT | 38.49000 392982.90| 43.12000 440255.20| 48.00000 490080.00 PILE, STEEL H, HP 12" X 74 | | | 0047 702-51005 902.000 CYS | 369.34000 333144.68| 462.54000 417211.08| 485.00000 437470.00 CONCRETE, A, SUBSTRUCTURE | | | 0048 702-51015 145.300 CYS | 286.11000 41571.78| 268.87000 39066.81| 375.00000 54487.50 CONCRETE, B, FOOTINGS | | | 0049 702-92857 1946.000 CYS | 228.89000 445419.94| 491.15000 955777.90| 375.00000 729750.00 CONCRETE, C, SUBSTRUCTURE | | | 0050 703-06028 353147.000 LBS | 0.62000 218951.14| 0.66000 233077.02| 0.63000 222482.61 REINFORCING BARS | | | 0051 703-06029 531881.000 LBS | 0.68000 361679.08| 0.76000 404229.56| 0.70000 372316.70 REINFORCING BARS, EPOXY COATED | | | 0052 704-51002 1309.100 CYS | 416.16000 544795.06| 476.58000 623890.88| 560.00000 733096.00 CONCRETE, C, SUPERSTRUCTURE | | | 0053 706-05732 12.000 EACH | 1664.65000 19975.80| 1692.36000 20308.32| 1700.00000 20400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0054 706-51020 163.800 CYS | 452.58000 74132.60| 355.01000 58150.64| 550.00000 90090.00 CONCRETE, C, RAILING | | | 0055 707-09286 1881.000 LFT | 287.15000 540129.15| 233.89000 439947.09| 210.00000 395010.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 66 IN. X 60 IN. | | | 0056 707-09598 1277.000 LFT | 349.58000 446413.66| 266.14000 339860.78| 235.00000 300095.00 STRUCTURAL MEMBERS, CONCRETE, BULB-T | | | BEAM, 84 IN. X 48 IN. | | | 0057 709-51821 LUMP | 7785.77000 7785.77| 7710.18000 7710.18| 7750.00000 7750.00 SURFACE SEAL | | | 0058 709-51821 LUMP | 6998.23000 6998.23| 6930.29000 6930.29| 6930.00000 6930.00 SURFACE SEAL , STR. NO. 1 | | | 0059 709-51821 LUMP | 9800.66000 9800.66| 9705.50000 9705.50| 9700.00000 9700.00 SURFACE SEAL , STR. NO. 2 | | | 0060 709-51821 LUMP | 3193.00000 3193.00| 3162.00000 3162.00| 3162.00000 3162.00 SURFACE SEAL , STR. NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 140 -10 TABULATION OF BIDS CALL ORDER : 140 CONTRACT ID : IR-32543-A COUNTIES : CASS LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 36-3543170 |( 5 ) 35-1385672 |( 6 ) 35-1917625 |T J LAMBRECHT CONSTRUCTION |FORCE CONSTRUCTION CO INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 709-51821 LUMP | 3862.50000 3862.50| 3825.00000 3825.00| 3800.00000 3800.00 SURFACE SEAL , STR. NO. 4 | | | 0062 715-05019 157.000 LFT | 69.68000 10939.76| 64.50000 10126.50| 64.00000 10048.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0063 715-05048 300.000 LFT | 18.76000 5628.00| 11.58000 3474.00| 11.50000 3450.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0064 715-05049 300.000 LFT | 32.39000 9717.00| 12.21000 3663.00| 12.00000 3600.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0065 715-05051 300.000 LFT | 33.55000 10065.00| 14.89000 4467.00| 15.00000 4500.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0066 715-05052 300.000 LFT | 34.57000 10371.00| 15.03000 4509.00| 15.00000 4500.00 PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0067 715-05123 109.000 LFT | 50.13000 5464.17| 23.73000 2586.57| 24.00000 2616.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0068 715-05133 316.000 LFT | 120.76000 38160.16| 169.40000 53530.40| 169.40000 53530.40 PIPE, TYPE 1, CIRCULAR, 60 IN. | | | 0069 715-05141 314.000 LFT | 558.00000 175212.00| 800.81000 251454.34| 775.00000 243350.00 PIPE, TYPE 1, CIRCULAR, 84 IN. | | | 0070 715-05159 502.000 LFT | 69.71000 34994.42| 92.35000 46359.70| 92.00000 46184.00 PIPE, TYPE 2, CIRCULAR, 42 IN. | | | 0071 715-05841 2.000 EACH | 1363.68000 2727.36| 5622.24000 11244.48| 5600.00000 11200.00 CONCRETE ANCHOR, 60 IN. | | | 0072 715-05842 2.000 EACH | 1274.25000 2548.50| 2973.30000 5946.60| 2900.00000 5800.00 CONCRETE ANCHOR, 42 IN. | | | 0073 715-07150 2.000 EACH | 1494.71000 2989.42| 7838.70000 15677.40| 7800.00000 15600.00 CONCRETE ANCHOR, 84 IN. | | | 0074 715-08305 6.000 TON | 602.87000 3617.22| 385.56000 2313.36| 325.00000 1950.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0075 715-09064 1398.000 LFT | 1.55000 2166.90| 1.53000 2138.94| 1.55000 2166.90 VIDEO INSPECTION FOR PIPE | | | 0076 715-46020 2.000 EACH | 748.05000 1496.10| 648.88000 1297.76| 650.00000 1300.00 PIPE END SECTION, 24 IN. | | | 0077 715-46040 2.000 EACH | 1135.58000 2271.16| 1027.14000 2054.28| 1030.00000 2060.00 PIPE END SECTION, 36 IN. | | | 0078 720-95422 2.000 EACH | 3014.80000 6029.60| 2486.76000 4973.52| 2500.00000 5000.00 MANHOLE, J4 | | | 0079 724-51925 326.000 LFT | 161.26000 52570.76| 122.64000 39980.64| 150.00000 48900.00 STRUCTURAL EXPANSION JOINT, SS | | | 0080 731-07016 19818.000 SFT | 11.33000 224537.94| 14.81000 293504.58| 17.00000 336906.00 FACE PANELS, WIRE | | | 0081 731-93945 133543.000 SFT | 11.13000 1486333.59| 13.58000 1813513.94| 14.00000 1869602.00 FACE PANELS, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 140 -11 TABULATION OF BIDS CALL ORDER : 140 CONTRACT ID : IR-32543-A COUNTIES : CASS LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 36-3543170 |( 5 ) 35-1385672 |( 6 ) 35-1917625 |T J LAMBRECHT CONSTRUCTION |FORCE CONSTRUCTION CO INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0082 731-93946 133543.000 SFT | 5.08000 678398.44| 4.31000 575570.33| 5.50000 734486.50 WALL ERECTION | | | 0083 731-93947 6052.000 LFT | 13.82000 83638.64| 14.39000 87088.28| 19.00000 114988.00 LEVELING PAD, CONCRETE | | | 0084 801-03290 5.000 EACH | 200.85000 1004.25| 198.90000 994.50| 199.00000 995.00 CONSTRUCTION SIGN, C | | | 0085 801-04308 4.000 EACH | 386.25000 1545.00| 382.50000 1530.00| 382.00000 1528.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0086 801-06625 18.000 EACH | 101.97000 1835.46| 100.98000 1817.64| 100.00000 1800.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0087 801-06640 20.000 EACH | 169.95000 3399.00| 168.30000 3366.00| 168.00000 3360.00 CONSTRUCTION SIGN, A | | | 0088 801-06775 LUMP | 8758.37000 8758.37| 69352.18000 69352.18| 24450.00000 24450.00 MAINTAINING TRAFFIC | | | 0089 801-07118 72.000 LFT | 10.87000 782.64| 10.76000 774.72| 11.00000 792.00 BARRICADE, III-A | | | 0090 801-07119 48.000 LFT | 13.13000 630.24| 13.01000 624.48| 13.00000 624.00 BARRICADE, III-B | | | 0091 801-08401 1642.000 LFT | 37.43000 61460.06| 28.84000 47355.28| 28.50000 46797.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0092 808-06713 3204.000 LFT | 0.20000 640.80| 0.19000 608.76| 0.19000 608.76 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0093 808-06714 3204.000 LFT | 0.20000 640.80| 0.19000 608.76| 0.19000 608.76 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0094 808-06716 3200.000 LFT | 0.39000 1248.00| 0.39000 1248.00| 0.39000 1248.00 LINE, REMOVE | | | 0095 203-09747 LUMP | 1121159.71000 1121159.71| 1115850.00000 1115850.00| 1280000.00000 1280000.00 RAMMED AGGREGATE PIER | | | 0096 701-04732 1872.000 LFT | 36.41000 68159.52| 19.76000 36990.72| 24.00000 44928.00 PILE SLEEVES | | | 0097 608-09748 776355.000 LFT | 0.45000 349359.75| 0.59000 458049.45| 0.45000 349359.75 PREFABRICATED VERTICAL DRAIN | | | 0098 207-08267 1425.000 SYS | 5.86000 8350.50| 5.88000 8379.00| 5.60000 7980.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0099 215-09385 20000.000 TON | 51.50000 1030000.00| 90.78000 1815600.00| 90.00000 1800000.00 CHEMICAL MODIFIER, SOILS, MODIFYING WET | | | FILL SOIL, CHEMICAL MODIFIER | | | SECTION TOTALS | $ 18,949,857.12| $ 20,132,836.29| $ 20,392,160.38 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 18,949,857.12| $ 20,132,836.29| $ 20,392,160.38 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 140 -12 TABULATION OF BIDS CALL ORDER : 140 CONTRACT ID : IR-32543-A COUNTIES : CASS LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1035114 |( 8 ) 35-1374866 |( 9 ) 35-1111003 |SUPERIOR CONSTRUCTION CO |PRIMCO INC |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE | | | 0001 105-06845 LUMP | 325000.00000 325000.00| 91770.03000 91770.03| 75000.00000 75000.00 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 | 958000.00000 958000.00| 1070537.16000 1070537.16| 1100000.00000 1100000.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 149000.00000 149000.00| 214459.50000 214459.50| 220000.00000 220000.00 CLEARING RIGHT OF WAY | | | 0010 203-02000 40790.000 CYS | 4.96000 202318.40| 9.00000 367110.00| 4.63000 188857.70 EXCAVATION, COMMON | | | 0011 203-02070 830896.000 CYS | 3.98000 3306966.08| 5.00000 4154480.00| 5.50000 4569928.00 BORROW | | | 0012 203-08668 140000.000 LFT | 1.10000 154000.00| 1.10000 154000.00| 1.32000 184800.00 STRIP DRAIN, 12 IN. | | | 0013 204-08552 7.000 EACH | 9200.00000 64400.00| 9000.00000 63000.00| 14500.00000 101500.00 VIBRATING WIRE SETTLEMENT SYSTEM | | | 0014 204-08553 7.000 EACH | 2360.00000 16520.00| 1600.00000 11200.00| 3200.00000 22400.00 DATA LOGGING | | | 0015 204-08554 2.000 EACH | 1400.00000 2800.00| 200.00000 400.00| 2200.00000 4400.00 HAND HELD VW READOUT | | | 0016 205-03371 100.000 CYS | 15.37000 1537.00| 12.00000 1200.00| 24.00000 2400.00 SEDIMENT, REMOVE | | | 0017 205-06930 54.000 TON | 45.85000 2475.90| 45.00000 2430.00| 62.00000 3348.00 SPLASHPAD, RIPRAP | | | 0018 205-06931 147.000 TON | 14.58000 2143.26| 38.00000 5586.00| 65.00000 9555.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0019 205-06936 345.000 TON | 17.77000 6130.65| 30.00000 10350.00| 62.00000 21390.00 TEMPORARY SEDIMENT TRAP | | | 0020 205-06937 9335.000 LFT | 1.18000 11015.30| 1.60000 14936.00| 2.30000 21470.50 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 140 -13 TABULATION OF BIDS CALL ORDER : 140 CONTRACT ID : IR-32543-A COUNTIES : CASS LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1035114 |( 8 ) 35-1374866 |( 9 ) 35-1111003 |SUPERIOR CONSTRUCTION CO |PRIMCO INC |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 205-06938 1607.000 LFT | 18.28000 29375.96| 20.00000 32140.00| 20.00000 32140.00 TEMPORARY SLOPE DRAIN | | | 0022 205-09543 300.000 TON | 16.70000 5010.00| 20.00000 6000.00| 21.00000 6300.00 NO 2 STONE | | | 0023 206-51225 310.000 CYS | 23.00000 7130.00| 17.00000 5270.00| 12.00000 3720.00 EXCAVATION, DRY | | | 0024 211-02050 94150.000 CYS | 14.00000 1318100.00| 21.38000 2012927.00| 15.80000 1487570.00 B BORROW | | | 0025 211-09264 1711.000 CYS | 20.00000 34220.00| 23.00000 39353.00| 16.00000 27376.00 STRUCTURE BACKFILL, TYPE 1 | | | 0026 211-09266 114789.000 CYS | 15.00000 1721835.00| 21.38000 2454188.82| 15.80000 1813666.20 STRUCTURE BACKFILL, TYPE 3 | | | 0027 215-07043 85000.000 SYS | 3.51000 298350.00| 3.50000 297500.00| 3.30000 280500.00 CHEMICAL MODIFICATION, SOILS | | | 0028 302-07455 274.000 CYS | 37.00000 10138.00| 82.60000 22632.40| 68.00000 18632.00 DENSE GRADED SUBBASE | | | 0029 303-01180 475.000 TON | 18.00000 8550.00| 11.50000 5462.50| 22.00000 10450.00 COMPACTED AGGREGATE, NO. 53 | | | 0030 402-07453 627.000 TON | 84.00000 52668.00| 82.35000 51633.45| 82.00000 51414.00 HMA FOR TEMPORARY PAVEMENT | | | 0031 602-06729 59.000 EACH | 4.85000 286.15| 10.00000 590.00| 4.00000 236.00 BARRIER DELINEATOR | | | 0032 607-06335 1041.000 LFT | 20.00000 20820.00| 30.25000 31490.25| 31.00000 32271.00 PAVED SIDE DITCH, A | | | 0033 609-06259 1679.000 SYS | 80.00000 134320.00| 85.00000 142715.00| 67.00000 112493.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0034 616-02320 1728.000 SYS | 2.75000 4752.00| 2.50000 4320.00| 2.25000 3888.00 GEOTEXTILES | | | 0035 616-05688 21.000 TON | 44.00000 924.00| 60.00000 1260.00| 48.00000 1008.00 RIPRAP, CLASS 1 | | | 0036 616-06405 1369.000 TON | 28.00000 38332.00| 30.00000 41070.00| 25.00000 34225.00 RIPRAP, REVETMENT | | | 0037 621-01004 3.000 EACH | 125.00000 375.00| 880.00000 2640.00| 130.00000 390.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-06557 5850.000 LBS | 1.82000 10647.00| 2.65000 15502.50| 2.10000 12285.00 SEED MIXTURE, T | | | 0039 621-06565 78.000 TON | 275.00000 21450.00| 390.00000 30420.00| 290.00000 22620.00 MULCHING MATERIAL | | | 0040 628-09402 15.000 MOS | 1470.00000 22050.00| 2053.00000 30795.00| 1720.00000 25800.00 FIELD OFFICE, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 140 -14 TABULATION OF BIDS CALL ORDER : 140 CONTRACT ID : IR-32543-A COUNTIES : CASS LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1035114 |( 8 ) 35-1374866 |( 9 ) 35-1111003 |SUPERIOR CONSTRUCTION CO |PRIMCO INC |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 628-09407 30.000 MOS | 33.33000 999.90| 427.00000 12810.00| 498.00000 14940.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 EACH | | | 0042 701-06011 5.000 EACH | 450.00000 2250.00| 1985.00000 9925.00| 3200.00000 16000.00 DYNAMIC PILE LOAD TEST | | | 0043 701-09557 440.000 LFT | 49.00000 21560.00| 47.00000 20680.00| 34.00000 14960.00 TEST PILE, DYNAMIC, PRODUCTION | | | 0044 701-09559 5.000 EACH | 725.00000 3625.00| 1500.00000 7500.00| 3200.00000 16000.00 TEST PILE, DYNAMIC, RESTRIKE | | | 0045 701-09683 150.000 EACH | 150.00000 22500.00| 135.20000 20280.00| 135.00000 20250.00 PILE SHOE, HP 12 X 74 | | | 0046 701-95780 10210.000 LFT | 35.00000 357350.00| 44.50000 454345.00| 43.00000 439030.00 PILE, STEEL H, HP 12" X 74 | | | 0047 702-51005 902.000 CYS | 550.00000 496100.00| 650.00000 586300.00| 481.00000 433862.00 CONCRETE, A, SUBSTRUCTURE | | | 0048 702-51015 145.300 CYS | 300.00000 43590.00| 275.00000 39957.50| 365.00000 53034.50 CONCRETE, B, FOOTINGS | | | 0049 702-92857 1946.000 CYS | 310.00000 603260.00| 295.00000 574070.00| 183.00000 356118.00 CONCRETE, C, SUBSTRUCTURE | | | 0050 703-06028 353147.000 LBS | 0.60000 211888.20| 0.86000 303706.42| 0.80000 282517.60 REINFORCING BARS | | | 0051 703-06029 531881.000 LBS | 0.72000 382954.32| 0.94000 499968.14| 0.90000 478692.90 REINFORCING BARS, EPOXY COATED | | | 0052 704-51002 1309.100 CYS | 600.00000 785460.00| 515.00000 674186.50| 550.00000 720005.00 CONCRETE, C, SUPERSTRUCTURE | | | 0053 706-05732 12.000 EACH | 1500.00000 18000.00| 1650.00000 19800.00| 1600.00000 19200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0054 706-51020 163.800 CYS | 400.00000 65520.00| 505.00000 82719.00| 445.00000 72891.00 CONCRETE, C, RAILING | | | 0055 707-09286 1881.000 LFT | 400.00000 752400.00| 186.70000 351182.70| 221.00000 415701.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 66 IN. X 60 IN. | | | 0056 707-09598 1277.000 LFT | 400.00000 510800.00| 201.40000 257187.80| 245.00000 312865.00 STRUCTURAL MEMBERS, CONCRETE, BULB-T | | | BEAM, 84 IN. X 48 IN. | | | 0057 709-51821 LUMP | 11390.00000 11390.00| 16340.00000 16340.00| 7600.00000 7600.00 SURFACE SEAL | | | 0058 709-51821 LUMP | 7740.00000 7740.00| 7080.00000 7080.00| 6800.00000 6800.00 SURFACE SEAL , STR. NO. 1 | | | 0059 709-51821 LUMP | 7740.00000 7740.00| 9840.00000 9840.00| 9520.00000 9520.00 SURFACE SEAL , STR. NO. 2 | | | 0060 709-51821 LUMP | 10271.00000 10271.00| 7380.00000 7380.00| 3200.00000 3200.00 SURFACE SEAL , STR. NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 140 -15 TABULATION OF BIDS CALL ORDER : 140 CONTRACT ID : IR-32543-A COUNTIES : CASS LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1035114 |( 8 ) 35-1374866 |( 9 ) 35-1111003 |SUPERIOR CONSTRUCTION CO |PRIMCO INC |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 709-51821 LUMP | 10271.00000 10271.00| 7130.00000 7130.00| 3850.00000 3850.00 SURFACE SEAL , STR. NO. 4 | | | 0062 715-05019 157.000 LFT | 60.00000 9420.00| 82.00000 12874.00| 41.00000 6437.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0063 715-05048 300.000 LFT | 2.50000 750.00| 14.00000 4200.00| 4.68000 1404.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0064 715-05049 300.000 LFT | 14.00000 4200.00| 15.00000 4500.00| 5.47000 1641.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0065 715-05051 300.000 LFT | 15.00000 4500.00| 16.00000 4800.00| 6.30000 1890.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0066 715-05052 300.000 LFT | 16.00000 4800.00| 17.00000 5100.00| 13.75000 4125.00 PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0067 715-05123 109.000 LFT | 52.00000 5668.00| 44.00000 4796.00| 26.00000 2834.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0068 715-05133 316.000 LFT | 67.00000 21172.00| 140.00000 44240.00| 85.00000 26860.00 PIPE, TYPE 1, CIRCULAR, 60 IN. | | | 0069 715-05141 314.000 LFT | 230.00000 72220.00| 620.00000 194680.00| 195.00000 61230.00 PIPE, TYPE 1, CIRCULAR, 84 IN. | | | 0070 715-05159 502.000 LFT | 65.00000 32630.00| 75.00000 37650.00| 53.00000 26606.00 PIPE, TYPE 2, CIRCULAR, 42 IN. | | | 0071 715-05841 2.000 EACH | 3200.00000 6400.00| 4000.00000 8000.00| 1900.00000 3800.00 CONCRETE ANCHOR, 60 IN. | | | 0072 715-05842 2.000 EACH | 2200.00000 4400.00| 3000.00000 6000.00| 1875.00000 3750.00 CONCRETE ANCHOR, 42 IN. | | | 0073 715-07150 2.000 EACH | 4500.00000 9000.00| 5500.00000 11000.00| 2650.00000 5300.00 CONCRETE ANCHOR, 84 IN. | | | 0074 715-08305 6.000 TON | 500.00000 3000.00| 500.00000 3000.00| 365.00000 2190.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0075 715-09064 1398.000 LFT | 1.45000 2027.10| 1.50000 2097.00| 1.70000 2376.60 VIDEO INSPECTION FOR PIPE | | | 0076 715-46020 2.000 EACH | 600.00000 1200.00| 570.00000 1140.00| 495.00000 990.00 PIPE END SECTION, 24 IN. | | | 0077 715-46040 2.000 EACH | 925.00000 1850.00| 1200.00000 2400.00| 735.00000 1470.00 PIPE END SECTION, 36 IN. | | | 0078 720-95422 2.000 EACH | 2600.00000 5200.00| 4800.00000 9600.00| 3800.00000 7600.00 MANHOLE, J4 | | | 0079 724-51925 326.000 LFT | 150.00000 48900.00| 145.00000 47270.00| 110.00000 35860.00 STRUCTURAL EXPANSION JOINT, SS | | | 0080 731-07016 19818.000 SFT | 15.75000 312133.50| 14.19000 281217.42| 11.72000 232266.96 FACE PANELS, WIRE | | | 0081 731-93945 133543.000 SFT | 12.86000 1717362.98| 9.39000 1253968.77| 12.50000 1669287.50 FACE PANELS, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 140 -16 TABULATION OF BIDS CALL ORDER : 140 CONTRACT ID : IR-32543-A COUNTIES : CASS LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1035114 |( 8 ) 35-1374866 |( 9 ) 35-1111003 |SUPERIOR CONSTRUCTION CO |PRIMCO INC |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0082 731-93946 133543.000 SFT | 5.00000 667715.00| 3.75000 500786.25| 12.40000 1655933.20 WALL ERECTION | | | 0083 731-93947 6052.000 LFT | 12.00000 72624.00| 20.00000 121040.00| 23.00000 139196.00 LEVELING PAD, CONCRETE | | | 0084 801-03290 5.000 EACH | 176.00000 880.00| 195.00000 975.00| 230.00000 1150.00 CONSTRUCTION SIGN, C | | | 0085 801-04308 4.000 EACH | 237.00000 948.00| 375.00000 1500.00| 430.00000 1720.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0086 801-06625 18.000 EACH | 94.00000 1692.00| 99.00000 1782.00| 98.00000 1764.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0087 801-06640 20.000 EACH | 142.00000 2840.00| 165.00000 3300.00| 210.00000 4200.00 CONSTRUCTION SIGN, A | | | 0088 801-06775 LUMP | 300000.00000 300000.00| 39356.00000 39356.00| 109819.00000 109819.00 MAINTAINING TRAFFIC | | | 0089 801-07118 72.000 LFT | 14.27000 1027.44| 10.55000 759.60| 18.00000 1296.00 BARRICADE, III-A | | | 0090 801-07119 48.000 LFT | 15.58000 747.84| 12.75000 612.00| 19.00000 912.00 BARRICADE, III-B | | | 0091 801-08401 1642.000 LFT | 15.00000 24630.00| 25.75000 42281.50| 28.00000 45976.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0092 808-06713 3204.000 LFT | 0.29000 929.16| 0.19000 608.76| 0.32000 1025.28 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0093 808-06714 3204.000 LFT | 0.29000 929.16| 0.19000 608.76| 0.32000 1025.28 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0094 808-06716 3200.000 LFT | 0.45000 1440.00| 0.38000 1216.00| 0.62000 1984.00 LINE, REMOVE | | | 0095 203-09747 LUMP | 1643000.00000 1643000.00| 1108000.00000 1108000.00| 1079198.00000 1079198.00 RAMMED AGGREGATE PIER | | | 0096 701-04732 1872.000 LFT | 28.00000 52416.00| 9.00000 16848.00| 35.00000 65520.00 PILE SLEEVES | | | 0097 608-09748 776355.000 LFT | 0.44000 341596.20| 0.44000 341596.20| 0.55000 426995.25 PREFABRICATED VERTICAL DRAIN | | | 0098 207-08267 1425.000 SYS | 7.25000 10331.25| 7.50000 10687.50| 3.50000 4987.50 SUBGRADE TREATMENT, TYPE IIIA | | | 0099 215-09385 20000.000 TON | 89.33000 1786600.00| 89.00000 1780000.00| 90.00000 1800000.00 CHEMICAL MODIFIER, SOILS, MODIFYING WET | | | FILL SOIL, CHEMICAL MODIFIER | | | SECTION TOTALS | $ 20,444,494.75| $ 21,262,253.43| $ 21,639,695.97 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 20,444,494.75| $ 21,262,253.43| $ 21,639,695.97 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 140 -17 TABULATION OF BIDS CALL ORDER : 140 CONTRACT ID : IR-32543-A COUNTIES : CASS LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 10 ) 35-1068009 |( 11 ) 38-2675420 |( ) |DYER CONSTRUCTION CO |ANLAAN CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE | | | 0001 105-06845 LUMP | 128682.84000 128682.84| 350150.00000 350150.00| 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 109-08463 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 | 1030389.08000 1030389.08| 875000.00000 875000.00| MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 40633.61000 40633.61| 100000.00000 100000.00| CLEARING RIGHT OF WAY | | | 0010 203-02000 40790.000 CYS | 4.93000 201094.70| 4.96000 202318.40| EXCAVATION, COMMON | | | 0011 203-02070 830896.000 CYS | 6.29000 5226335.84| 3.98000 3306966.08| BORROW | | | 0012 203-08668 140000.000 LFT | 1.14000 159600.00| 1.15000 161000.00| STRIP DRAIN, 12 IN. | | | 0013 204-08552 7.000 EACH | 15202.44000 106417.08| 13000.00000 91000.00| VIBRATING WIRE SETTLEMENT SYSTEM | | | 0014 204-08553 7.000 EACH | 3000.00000 21000.00| 3000.00000 21000.00| DATA LOGGING | | | 0015 204-08554 2.000 EACH | 2000.00000 4000.00| 2000.00000 4000.00| HAND HELD VW READOUT | | | 0016 205-03371 100.000 CYS | 4.30000 430.00| 15.37000 1537.00| SEDIMENT, REMOVE | | | 0017 205-06930 54.000 TON | 44.68000 2412.72| 45.85000 2475.90| SPLASHPAD, RIPRAP | | | 0018 205-06931 147.000 TON | 54.58000 8023.26| 14.58000 2143.26| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0019 205-06936 345.000 TON | 48.40000 16698.00| 17.77000 6130.65| TEMPORARY SEDIMENT TRAP | | | 0020 205-06937 9335.000 LFT | 3.25000 30338.75| 1.18000 11015.30| TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 140 -18 TABULATION OF BIDS CALL ORDER : 140 CONTRACT ID : IR-32543-A COUNTIES : CASS LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 10 ) 35-1068009 |( 11 ) 38-2675420 |( ) |DYER CONSTRUCTION CO |ANLAAN CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 205-06938 1607.000 LFT | 33.17000 53304.19| 18.28000 29375.96| TEMPORARY SLOPE DRAIN | | | 0022 205-09543 300.000 TON | 32.25000 9675.00| 16.70000 5010.00| NO 2 STONE | | | 0023 206-51225 310.000 CYS | 20.00000 6200.00| 15.00000 4650.00| EXCAVATION, DRY | | | 0024 211-02050 94150.000 CYS | 16.16000 1521464.00| 17.00000 1600550.00| B BORROW | | | 0025 211-09264 1711.000 CYS | 19.00000 32509.00| 17.23000 29480.53| STRUCTURE BACKFILL, TYPE 1 | | | 0026 211-09266 114789.000 CYS | 16.75000 1922715.75| 20.50000 2353174.50| STRUCTURE BACKFILL, TYPE 3 | | | 0027 215-07043 85000.000 SYS | 3.25000 276250.00| 3.25000 276250.00| CHEMICAL MODIFICATION, SOILS | | | 0028 302-07455 274.000 CYS | 45.00000 12330.00| 22.00000 6028.00| DENSE GRADED SUBBASE | | | 0029 303-01180 475.000 TON | 13.82000 6564.50| 4.00000 1900.00| COMPACTED AGGREGATE, NO. 53 | | | 0030 402-07453 627.000 TON | 62.00000 38874.00| 69.85000 43795.95| HMA FOR TEMPORARY PAVEMENT | | | 0031 602-06729 59.000 EACH | 12.00000 708.00| 5.00000 295.00| BARRIER DELINEATOR | | | 0032 607-06335 1041.000 LFT | 35.00000 36435.00| 30.00000 31230.00| PAVED SIDE DITCH, A | | | 0033 609-06259 1679.000 SYS | 68.00000 114172.00| 80.00000 134320.00| REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0034 616-02320 1728.000 SYS | 0.90000 1555.20| 1.49000 2574.72| GEOTEXTILES | | | 0035 616-05688 21.000 TON | 61.12000 1283.52| 37.37000 784.77| RIPRAP, CLASS 1 | | | 0036 616-06405 1369.000 TON | 19.41000 26572.29| 16.96000 23218.24| RIPRAP, REVETMENT | | | 0037 621-01004 3.000 EACH | 125.00000 375.00| 125.00000 375.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-06557 5850.000 LBS | 1.82000 10647.00| 1.82000 10647.00| SEED MIXTURE, T | | | 0039 621-06565 78.000 TON | 275.00000 21450.00| 275.00000 21450.00| MULCHING MATERIAL | | | 0040 628-09402 15.000 MOS | 2423.25000 36348.75| 1500.00000 22500.00| FIELD OFFICE, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 140 -19 TABULATION OF BIDS CALL ORDER : 140 CONTRACT ID : IR-32543-A COUNTIES : CASS LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 10 ) 35-1068009 |( 11 ) 38-2675420 |( ) |DYER CONSTRUCTION CO |ANLAAN CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 628-09407 30.000 MOS | 382.95000 11488.50| 250.00000 7500.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 EACH | | | 0042 701-06011 5.000 EACH | 1855.00000 9275.00| 500.00000 2500.00| DYNAMIC PILE LOAD TEST | | | 0043 701-09557 440.000 LFT | 75.00000 33000.00| 40.00000 17600.00| TEST PILE, DYNAMIC, PRODUCTION | | | 0044 701-09559 5.000 EACH | 3100.00000 15500.00| 1000.00000 5000.00| TEST PILE, DYNAMIC, RESTRIKE | | | 0045 701-09683 150.000 EACH | 115.00000 17250.00| 150.00000 22500.00| PILE SHOE, HP 12 X 74 | | | 0046 701-95780 10210.000 LFT | 40.00000 408400.00| 40.00000 408400.00| PILE, STEEL H, HP 12" X 74 | | | 0047 702-51005 902.000 CYS | 475.00000 428450.00| 500.00000 451000.00| CONCRETE, A, SUBSTRUCTURE | | | 0048 702-51015 145.300 CYS | 400.00000 58120.00| 250.00000 36325.00| CONCRETE, B, FOOTINGS | | | 0049 702-92857 1946.000 CYS | 430.00000 836780.00| 500.00000 973000.00| CONCRETE, C, SUBSTRUCTURE | | | 0050 703-06028 353147.000 LBS | 0.51000 180104.97| 0.80000 282517.60| REINFORCING BARS | | | 0051 703-06029 531881.000 LBS | 0.60000 319128.60| 1.00000 531881.00| REINFORCING BARS, EPOXY COATED | | | 0052 704-51002 1309.100 CYS | 442.00000 578622.20| 650.00000 850915.00| CONCRETE, C, SUPERSTRUCTURE | | | 0053 706-05732 12.000 EACH | 1200.00000 14400.00| 1300.00000 15600.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0054 706-51020 163.800 CYS | 420.00000 68796.00| 650.00000 106470.00| CONCRETE, C, RAILING | | | 0055 707-09286 1881.000 LFT | 220.00000 413820.00| 400.00000 752400.00| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 66 IN. X 60 IN. | | | 0056 707-09598 1277.000 LFT | 227.00000 289879.00| 400.00000 510800.00| STRUCTURAL MEMBERS, CONCRETE, BULB-T | | | BEAM, 84 IN. X 48 IN. | | | 0057 709-51821 LUMP | 15000.00000 15000.00| 7559.00000 7559.00| SURFACE SEAL | | | 0058 709-51821 LUMP | 7000.00000 7000.00| 6794.40000 6794.40| SURFACE SEAL , STR. NO. 1 | | | 0059 709-51821 LUMP | 10000.00000 10000.00| 9515.20000 9515.20| SURFACE SEAL , STR. NO. 2 | | | 0060 709-51821 LUMP | 7700.00000 7700.00| 3100.00000 3100.00| SURFACE SEAL , STR. NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 140 -20 TABULATION OF BIDS CALL ORDER : 140 CONTRACT ID : IR-32543-A COUNTIES : CASS LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 10 ) 35-1068009 |( 11 ) 38-2675420 |( ) |DYER CONSTRUCTION CO |ANLAAN CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 709-51821 LUMP | 7200.00000 7200.00| 3750.00000 3750.00| SURFACE SEAL , STR. NO. 4 | | | 0062 715-05019 157.000 LFT | 82.56000 12961.92| 63.24000 9928.68| PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0063 715-05048 300.000 LFT | 14.88000 4464.00| 11.35000 3405.00| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0064 715-05049 300.000 LFT | 14.26000 4278.00| 11.97000 3591.00| PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0065 715-05051 300.000 LFT | 15.45000 4635.00| 14.60000 4380.00| PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0066 715-05052 300.000 LFT | 18.10000 5430.00| 14.74000 4422.00| PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0067 715-05123 109.000 LFT | 34.02000 3708.18| 23.26000 2535.34| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0068 715-05133 316.000 LFT | 82.17000 25965.72| 166.08000 52481.28| PIPE, TYPE 1, CIRCULAR, 60 IN. | | | 0069 715-05141 314.000 LFT | 309.27000 97110.78| 785.11000 246524.54| PIPE, TYPE 1, CIRCULAR, 84 IN. | | | 0070 715-05159 502.000 LFT | 65.95000 33106.90| 90.54000 45451.08| PIPE, TYPE 2, CIRCULAR, 42 IN. | | | 0071 715-05841 2.000 EACH | 2500.00000 5000.00| 5512.00000 11024.00| CONCRETE ANCHOR, 60 IN. | | | 0072 715-05842 2.000 EACH | 1536.64000 3073.28| 2915.00000 5830.00| CONCRETE ANCHOR, 42 IN. | | | 0073 715-07150 2.000 EACH | 3000.00000 6000.00| 7685.00000 15370.00| CONCRETE ANCHOR, 84 IN. | | | 0074 715-08305 6.000 TON | 135.00000 810.00| 318.00000 1908.00| HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0075 715-09064 1398.000 LFT | 1.50000 2097.00| 1.50000 2097.00| VIDEO INSPECTION FOR PIPE | | | 0076 715-46020 2.000 EACH | 445.88000 891.76| 636.15000 1272.30| PIPE END SECTION, 24 IN. | | | 0077 715-46040 2.000 EACH | 475.70000 951.40| 1007.00000 2014.00| PIPE END SECTION, 36 IN. | | | 0078 720-95422 2.000 EACH | 2096.68000 4193.36| 2438.00000 4876.00| MANHOLE, J4 | | | 0079 724-51925 326.000 LFT | 135.00000 44010.00| 150.00000 48900.00| STRUCTURAL EXPANSION JOINT, SS | | | 0080 731-07016 19818.000 SFT | 15.99000 316889.82| 12.00000 237816.00| FACE PANELS, WIRE | | | 0081 731-93945 133543.000 SFT | 14.15000 1889633.45| 12.00000 1602516.00| FACE PANELS, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 140 -21 TABULATION OF BIDS CALL ORDER : 140 CONTRACT ID : IR-32543-A COUNTIES : CASS LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 10 ) 35-1068009 |( 11 ) 38-2675420 |( ) |DYER CONSTRUCTION CO |ANLAAN CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0082 731-93946 133543.000 SFT | 9.00000 1201887.00| 15.00000 2003145.00| WALL ERECTION | | | 0083 731-93947 6052.000 LFT | 25.00000 151300.00| 10.00000 60520.00| LEVELING PAD, CONCRETE | | | 0084 801-03290 5.000 EACH | 195.00000 975.00| 195.00000 975.00| CONSTRUCTION SIGN, C | | | 0085 801-04308 4.000 EACH | 375.00000 1500.00| 375.00000 1500.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0086 801-06625 18.000 EACH | 99.00000 1782.00| 99.00000 1782.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0087 801-06640 20.000 EACH | 165.00000 3300.00| 165.00000 3300.00| CONSTRUCTION SIGN, A | | | 0088 801-06775 LUMP | 27360.95000 27360.95| 275.00000 275.00| MAINTAINING TRAFFIC | | | 0089 801-07118 72.000 LFT | 10.55000 759.60| 10.55000 759.60| BARRICADE, III-A | | | 0090 801-07119 48.000 LFT | 12.75000 612.00| 12.75000 612.00| BARRICADE, III-B | | | 0091 801-08401 1642.000 LFT | 36.55000 60015.10| 8.00000 13136.00| TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0092 808-06713 3204.000 LFT | 0.19000 608.76| 0.19000 608.76| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0093 808-06714 3204.000 LFT | 0.19000 608.76| 0.19000 608.76| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0094 808-06716 3200.000 LFT | 0.38000 1216.00| 0.38000 1216.00| LINE, REMOVE | | | 0095 203-09747 LUMP | 1150000.00000 1150000.00| 1150000.00000 1150000.00| RAMMED AGGREGATE PIER | | | 0096 701-04732 1872.000 LFT | 25.00000 46800.00| 50.00000 93600.00| PILE SLEEVES | | | 0097 608-09748 776355.000 LFT | 0.41000 318305.55| 0.42000 326069.10| PREFABRICATED VERTICAL DRAIN | | | 0098 207-08267 1425.000 SYS | 8.94000 12739.50| 6.00000 8550.00| SUBGRADE TREATMENT, TYPE IIIA | | | 0099 215-09385 20000.000 TON | 89.00000 1780000.00| 89.00000 1780000.00| CHEMICAL MODIFIER, SOILS, MODIFYING WET | | | FILL SOIL, CHEMICAL MODIFIER | | | SECTION TOTALS | $ 22,060,390.14| $ 22,490,478.90| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 22,060,390.14| $ 22,490,478.90| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 220 -1 VENDOR RANKING CALL ORDER : 220 CONTRACT ID : R -30139-A COUNTIES : LAKE LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : DRAINAGE DITCH CORRECTION COMPLETION DATE : 07/31/10 LOCATION : ON I-80, 1200 FEET SOUTH OF I-80/94 ON THE EAST SIDE OF PROJECT(S) : 0710775 KENNEDY AVENUE ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1569222 GRIMMER CONSTRUCTION INC $ 756,746.08 100.0000% 2 35-1677832 L G S PLUMBING INC $ 1,012,974.12 133.8592% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,024,012.33 135.3178% 4 35-1058916 WOODRUFF & SONS INC $ 1,068,438.59 141.1885% 5 36-2364802 HASSE CONSTRUCTION CO $ 1,074,500.00 141.9895% 6 35-1068009 DYER CONSTRUCTION CO $ 1,083,060.33 143.1207% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 220 -2 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -30139-A COUNTIES : LAKE LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1569222 |( 2 ) 35-1677832 |( 3 ) 35-0918397 |GRIMMER CONSTRUCTION INC |L G S PLUMBING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DRAINAGE DITCH CORRECTION | | | 0001 105-06845 LUMP | 11300.00000 11300.00| 3400.00000 3400.00| 11200.00000 11200.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 177.00000 177.00| 320.00000 320.00| 150.00000 150.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 10.000 MOS | 118.00000 1180.00| 275.00000 2750.00| 150.00000 1500.00 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 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 | 30000.00000 30000.00| 20948.00000 20948.00| 51200.61000 51200.61 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 20000.00000 20000.00| 3596.00000 3596.00| 10240.12000 10240.12 CLEARING RIGHT OF WAY | | | 0012 202-02240 51.600 SYS | 15.10000 779.16| 24.20000 1248.72| 14.00000 722.40 PAVEMENT REMOVAL | | | 0013 202-02278 16.000 LFT | 20.30000 324.80| 23.00000 368.00| 11.00000 176.00 CURB, CONCRETE, REMOVE | | | 0014 202-02279 101.000 LFT | 9.60000 969.60| 20.00000 2020.00| 5.00000 505.00 CURB AND GUTTER, REMOVE | | | 0015 202-52710 30.000 SYS | 12.60000 378.00| 33.00000 990.00| 6.00000 180.00 SIDEWALK, CONCRETE, REMOVE | | | 0016 207-08267 306.200 SYS | 10.50000 3215.10| 20.00000 6124.00| 14.00000 4286.80 SUBGRADE TREATMENT, TYPE IIIA | | | 0017 210-07224 1.000 EACH | 1.20000 1.20| 500.00000 500.00| 1500.00000 1500.00 VIDEO , PRE/POST CONDITION | | | 0018 210-07314 295.000 LFT | 192.00000 56640.00| 223.00000 65785.00| 177.00000 52215.00 FORCE MAIN , DUCTILE IRON, 20" | | | 0019 301-07448 136.000 TON | 28.00000 3808.00| 45.00000 6120.00| 37.50000 5100.00 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 220 -3 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -30139-A COUNTIES : LAKE LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1569222 |( 2 ) 35-1677832 |( 3 ) 35-0918397 |GRIMMER CONSTRUCTION INC |L G S PLUMBING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 303-01180 17.600 TON | 28.00000 492.80| 45.00000 792.00| 37.50000 660.00 COMPACTED AGGREGATE, NO. 53 | | | 0021 402-07433 33.300 TON | 189.00000 6293.70| 200.00000 6660.00| 186.00000 6193.80 HMA SURFACE, TYPE B | | | 0022 402-07441 99.800 TON | 121.00000 12075.80| 225.00000 22455.00| 101.00000 10079.80 HMA BASE, TYPE B | | | 0023 604-91531 46.900 SYS | 57.10000 2677.99| 50.00000 2345.00| 80.00000 3752.00 SIDEWALK, CONCRETE, 4 IN. | | | 0024 605-06120 16.000 LFT | 25.10000 401.60| 42.00000 672.00| 60.00000 960.00 CURB, CONCRETE | | | 0025 605-06140 101.000 LFT | 26.00000 2626.00| 42.00000 4242.00| 32.00000 3232.00 CURB AND GUTTER, CONCRETE | | | 0026 616-02320 235.300 SYS | 0.90000 211.77| 2.00000 470.60| 18.00000 4235.40 GEOTEXTILES | | | 0027 616-94213 139.800 SYS | 93.20000 13029.36| 121.00000 16915.80| 62.00000 8667.60 RIPRAP, GROUTED | | | 0028 621-01004 1.000 EACH | 550.00000 550.00| 500.00000 500.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06560 2116.000 SYS | 1.20000 2539.20| 10.00000 21160.00| 1.05000 2221.80 MULCHED SEEDING, U | | | 0030 628-09403 10.000 MOS | 2120.00000 21200.00| 2196.00000 21960.00| 3400.00000 34000.00 FIELD OFFICE, C | | | 0031 714-02930 1.000 EACH | 7430.00000 7430.00| 5870.00000 5870.00| 5500.00000 5500.00 HEADWALL , CONCRETE 20" | | | 0032 715-04612 60.000 LFT | 189.00000 11340.00| 200.00000 12000.00| 175.00000 10500.00 PIPE , 24" STEEL STORM PIPE, DIRECT BUR | | | 0033 715-07317 1.000 EACH | 8010.00000 8010.00| 5880.00000 5880.00| 7500.00000 7500.00 CHECK VALVE , DUCKBILL, CHECK VALVE 20" | | | 0034 715-07317 1.000 EACH | 2800.00000 2800.00| 3128.00000 3128.00| 3200.00000 3200.00 CHECK VALVE , INSTALL DUCKBILL CHECK | | | VALVE 54" | | | 0035 715-46020 2.000 EACH | 1240.00000 2480.00| 450.00000 900.00| 500.00000 1000.00 PIPE END SECTION, 24 IN. | | | 0036 715-90052 LUMP | 451000.00000 451000.00| 665900.00000 665900.00| 701000.00000 701000.00 LIFT STATION | | | 0037 716-01382 1.000 EACH | 4690.00000 4690.00| 3345.00000 3345.00| 4100.00000 4100.00 AIR RELEASE VALVE , 6" | | | 0038 716-07633 268.000 LFT | 247.00000 66196.00| 351.00000 94068.00| 230.00000 61640.00 PIPE INSTALLATION, TRENCHLESS, 24 IN. | | | 0039 801-03290 2.000 EACH | 160.00000 320.00| 130.00000 260.00| 145.00000 290.00 CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 220 -4 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -30139-A COUNTIES : LAKE LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1569222 |( 2 ) 35-1677832 |( 3 ) 35-0918397 |GRIMMER CONSTRUCTION INC |L G S PLUMBING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 801-06640 7.000 EACH | 125.00000 875.00| 85.00000 595.00| 114.00000 798.00 CONSTRUCTION SIGN, A | | | 0041 801-06710 120.000 DAY | 6.10000 732.00| 10.00000 1200.00| 5.50000 660.00 FLASHING ARROW SIGN | | | 0042 801-06775 LUMP | 6320.00000 6320.00| 5000.00000 5000.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0043 801-07119 40.000 LFT | 9.40000 376.00| 12.00000 480.00| 8.50000 340.00 BARRICADE, III-B | | | 0044 628-09408 20.000 MOS | 165.00000 3300.00| 100.00000 2000.00| 200.00000 4000.00 MOBILE LAPTOP COMPUTER SYSTEM , 2 EACH | | | SECTION TOTALS | $ 756,746.08| $ 1,012,974.12| $ 1,024,012.33 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 756,746.08| $ 1,012,974.12| $ 1,024,012.33 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 220 -5 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -30139-A COUNTIES : LAKE LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1058916 |( 5 ) 36-2364802 |( 6 ) 35-1068009 |WOODRUFF & SONS INC |HASSE CONSTRUCTION CO |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DRAINAGE DITCH CORRECTION | | | 0001 105-06845 LUMP | 2600.00000 2600.00| 5000.00000 5000.00| 15368.07000 15368.07 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 60.00000 60.00| 150.00000 150.00| 144.20000 144.20 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 10.000 MOS | 65.00000 650.00| 100.00000 1000.00| 103.82000 1038.20 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 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 | 32220.00000 32220.00| 13045.90000 13045.90| 49399.19000 49399.19 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 11000.00000 11000.00| 8000.00000 8000.00| 12803.30000 12803.30 CLEARING RIGHT OF WAY | | | 0012 202-02240 51.600 SYS | 43.00000 2218.80| 59.00000 3044.40| 10.86000 560.38 PAVEMENT REMOVAL | | | 0013 202-02278 16.000 LFT | 36.00000 576.00| 7.00000 112.00| 18.68000 298.88 CURB, CONCRETE, REMOVE | | | 0014 202-02279 101.000 LFT | 12.00000 1212.00| 6.00000 606.00| 6.11000 617.11 CURB AND GUTTER, REMOVE | | | 0015 202-52710 30.000 SYS | 24.00000 720.00| 35.00000 1050.00| 13.59000 407.70 SIDEWALK, CONCRETE, REMOVE | | | 0016 207-08267 306.200 SYS | 9.00000 2755.80| 22.00000 6736.40| 14.11000 4320.48 SUBGRADE TREATMENT, TYPE IIIA | | | 0017 210-07224 1.000 EACH | 2960.00000 2960.00| 3800.00000 3800.00| 3500.00000 3500.00 VIDEO , PRE/POST CONDITION | | | 0018 210-07314 295.000 LFT | 320.00000 94400.00| 160.00000 47200.00| 242.36000 71496.20 FORCE MAIN , DUCTILE IRON, 20" | | | 0019 301-07448 136.000 TON | 43.00000 5848.00| 28.00000 3808.00| 26.95000 3665.20 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 220 -6 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -30139-A COUNTIES : LAKE LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1058916 |( 5 ) 36-2364802 |( 6 ) 35-1068009 |WOODRUFF & SONS INC |HASSE CONSTRUCTION CO |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 303-01180 17.600 TON | 43.00000 756.80| 52.00000 915.20| 23.69000 416.94 COMPACTED AGGREGATE, NO. 53 | | | 0021 402-07433 33.300 TON | 190.00000 6327.00| 180.00000 5994.00| 180.00000 5994.00 HMA SURFACE, TYPE B | | | 0022 402-07441 99.800 TON | 120.00000 11976.00| 115.00000 11477.00| 115.00000 11477.00 HMA BASE, TYPE B | | | 0023 604-91531 46.900 SYS | 39.00000 1829.10| 88.00000 4127.20| 36.69000 1720.76 SIDEWALK, CONCRETE, 4 IN. | | | 0024 605-06120 16.000 LFT | 34.00000 544.00| 21.00000 336.00| 25.00000 400.00 CURB, CONCRETE | | | 0025 605-06140 101.000 LFT | 34.00000 3434.00| 21.00000 2121.00| 25.00000 2525.00 CURB AND GUTTER, CONCRETE | | | 0026 616-02320 235.300 SYS | 3.30000 776.49| 3.00000 705.90| 1.32000 310.60 GEOTEXTILES | | | 0027 616-94213 139.800 SYS | 125.00000 17475.00| 185.00000 25863.00| 72.20000 10093.56 RIPRAP, GROUTED | | | 0028 621-01004 1.000 EACH | 170.00000 170.00| 150.00000 150.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06560 2116.000 SYS | 2.10000 4443.60| 2.00000 4232.00| 1.05000 2221.80 MULCHED SEEDING, U | | | 0030 628-09403 10.000 MOS | 2250.00000 22500.00| 2000.00000 20000.00| 2307.17000 23071.70 FIELD OFFICE, C | | | 0031 714-02930 1.000 EACH | 10500.00000 10500.00| 7000.00000 7000.00| 3345.40000 3345.40 HEADWALL , CONCRETE 20" | | | 0032 715-04612 60.000 LFT | 250.00000 15000.00| 150.00000 9000.00| 133.98000 8038.80 PIPE , 24" STEEL STORM PIPE, DIRECT BUR | | | 0033 715-07317 1.000 EACH | 10000.00000 10000.00| 7000.00000 7000.00| 6935.66000 6935.66 CHECK VALVE , DUCKBILL, CHECK VALVE 20" | | | 0034 715-07317 1.000 EACH | 8300.00000 8300.00| 3000.00000 3000.00| 634.09000 634.09 CHECK VALVE , INSTALL DUCKBILL CHECK | | | VALVE 54" | | | 0035 715-46020 2.000 EACH | 1150.00000 2300.00| 700.00000 1400.00| 507.39000 1014.78 PIPE END SECTION, 24 IN. | | | 0036 715-90052 LUMP | 690000.00000 690000.00| 750000.00000 750000.00| 776053.00000 776053.00 LIFT STATION | | | 0037 716-01382 1.000 EACH | 7000.00000 7000.00| 6200.00000 6200.00| 6919.93000 6919.93 AIR RELEASE VALVE , 6" | | | 0038 716-07633 268.000 LFT | 320.00000 85760.00| 350.00000 93800.00| 170.00000 45560.00 PIPE INSTALLATION, TRENCHLESS, 24 IN. | | | 0039 801-03290 2.000 EACH | 150.00000 300.00| 155.00000 310.00| 145.00000 290.00 CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 220 -7 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -30139-A COUNTIES : LAKE LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1058916 |( 5 ) 36-2364802 |( 6 ) 35-1068009 |WOODRUFF & SONS INC |HASSE CONSTRUCTION CO |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 801-06640 7.000 EACH | 120.00000 840.00| 130.00000 910.00| 114.00000 798.00 CONSTRUCTION SIGN, A | | | 0041 801-06710 120.000 DAY | 6.00000 720.00| 20.00000 2400.00| 5.50000 660.00 FLASHING ARROW SIGN | | | 0042 801-06775 LUMP | 4500.00000 4500.00| 18000.00000 18000.00| 5500.00000 5500.00 MAINTAINING TRAFFIC | | | 0043 801-07119 40.000 LFT | 9.00000 360.00| 20.00000 800.00| 8.50000 340.00 BARRICADE, III-B | | | 0044 628-09408 20.000 MOS | 270.00000 5400.00| 260.00000 5200.00| 230.72000 4614.40 MOBILE LAPTOP COMPUTER SYSTEM , 2 EACH | | | SECTION TOTALS | $ 1,068,438.59| $ 1,074,500.00| $ 1,083,060.33 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,068,438.59| $ 1,074,500.00| $ 1,083,060.33 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 232 -1 VENDOR RANKING CALL ORDER : 232 CONTRACT ID : R -30440-B COUNTIES : ELKHART LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : BIKE AND PEDESTRIAN FACILITIES COMPLETION DATE : 06/25/10 LOCATION : ON PLYMOUTH AVE BIKE AND PEDESTRIAN FACILITIES PROJECT(S) : 0600456 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 38-2675420 ANLAAN CORPORATION $ 1,517,918.45 100.0000% 2 35-1690004 NORTHERN INDIANA CONSTRUCTION CO INC $ 1,647,167.34 108.5149% 3 35-0461550 LARSON-DANIELSON CONSTRUCTION $ 1,675,786.69 110.4003% 4 35-1841857 CRI CONSTRUCTION INC $ 1,688,565.22 111.2422% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 232 -2 TABULATION OF BIDS CALL ORDER : 232 CONTRACT ID : R -30440-B COUNTIES : ELKHART LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 38-2675420 |( 2 ) 35-1690004 |( 3 ) 35-0461550 |ANLAAN CORPORATION |NORTHERN INDIANA CONSTRUCTIO |LARSON-DANIELSON CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BIKE AND PEDESTRIAN | | | 0001 105-06845 LUMP | 12000.00000 12000.00| 20617.97000 20617.97| 6238.07000 6238.07 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 | 80000.00000 80000.00| 81900.00000 81900.00| 24022.30000 24022.30 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 5250.00000 5250.00| 64934.40000 64934.40| 27238.53000 27238.53 CLEARING RIGHT OF WAY | | | 0009 202-02240 66.000 SYS | 25.00000 1650.00| 9.50000 627.00| 27.93000 1843.38 PAVEMENT REMOVAL , CONCRETE TRAIL | | | APPROACHES | | | 0010 202-02241 100.000 LFT | 25.00000 2500.00| 6.80000 680.00| 7.21000 721.00 GUARDRAIL, REMOVE | | | 0011 202-04089 11.000 EACH | 25.00000 275.00| 27.50000 302.50| 172.80000 1900.80 SIGN, SHEET, REMOVE | | | 0012 203-02000 2629.000 CYS | 15.00000 39435.00| 14.45000 37989.05| 12.74000 33493.46 EXCAVATION, COMMON | | | 0013 203-02070 100.000 CYS | 22.00000 2200.00| 9.50000 950.00| 26.89000 2689.00 BORROW , UNDISTRIBUTED QUANTITY | | | 0014 205-06931 3.000 TON | 185.00000 555.00| 60.00000 180.00| 202.49000 607.47 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06933 4.000 EACH | 135.00000 540.00| 125.00000 500.00| 138.06000 552.24 TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06937 1850.000 LFT | 3.00000 5550.00| 1.70000 3145.00| 1.88000 3478.00 TEMPORARY SILT FENCE | | | 0017 205-09543 30.000 TON | 49.35000 1480.50| 50.00000 1500.00| 76.65000 2299.50 NO 2 STONE | | | 0018 206-51220 520.000 CYS | 23.00000 11960.00| 16.50000 8580.00| 10.58000 5501.60 EXCAVATION, WET | | | 0019 206-51225 770.000 CYS | 15.00000 11550.00| 13.50000 10395.00| 8.82000 6791.40 EXCAVATION, DRY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 232 -3 TABULATION OF BIDS CALL ORDER : 232 CONTRACT ID : R -30440-B COUNTIES : ELKHART LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 38-2675420 |( 2 ) 35-1690004 |( 3 ) 35-0461550 |ANLAAN CORPORATION |NORTHERN INDIANA CONSTRUCTIO |LARSON-DANIELSON CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 206-51817 12653.000 SFT | 50.00000 632650.00| 44.65000 564956.45| 49.53000 626703.09 SHEET PILING, STEEL , S=18.4, ANCHORED | | | 0021 207-08267 1780.000 SYS | 9.20000 16376.00| 9.80000 17444.00| 7.73000 13759.40 SUBGRADE TREATMENT, TYPE IIIA | | | 0022 211-09264 8.000 CYS | 18.75000 150.00| 9.40000 75.20| 45.70000 365.60 STRUCTURE BACKFILL, TYPE 1 | | | 0023 211-09265 172.000 CYS | 27.50000 4730.00| 27.35000 4704.20| 30.38000 5225.36 STRUCTURE BACKFILL, TYPE 2 | | | 0024 211-09266 295.000 CYS | 15.25000 4498.75| 63.10000 18614.50| 50.53000 14906.35 STRUCTURE BACKFILL, TYPE 3 | | | 0025 302-07455 53.500 CYS | 43.90000 2348.65| 101.10000 5408.85| 44.12000 2360.42 DENSE GRADED SUBBASE | | | 0026 303-01180 685.000 TON | 19.60000 13426.00| 21.20000 14522.00| 24.53000 16803.05 COMPACTED AGGREGATE, NO. 53 | | | 0027 303-09527 850.000 TON | 35.90000 30515.00| 44.70000 37995.00| 40.89000 34756.50 COARSE AGGREGATE, 12 | | | 0028 402-07432 155.000 TON | 75.20000 11656.00| 80.00000 12400.00| 83.07000 12875.85 HMA SURFACE, TYPE A | | | 0029 402-07433 16.000 TON | 89.40000 1430.40| 80.00000 1280.00| 98.71000 1579.36 HMA SURFACE, TYPE B | | | 0030 402-07435 240.000 TON | 53.00000 12720.00| 65.00000 15600.00| 58.54000 14049.60 HMA INTERMEDIATE, TYPE A | | | 0031 402-07438 45.000 TON | 68.00000 3060.00| 65.00000 2925.00| 75.10000 3379.50 HMA INTERMEDIATE, TYPE B | | | 0032 402-07441 12.000 TON | 124.60000 1495.20| 90.00000 1080.00| 137.69000 1652.28 HMA BASE, TYPE B | | | 0033 406-05520 1.000 TON | 500.00000 500.00| 250.00000 250.00| 552.24000 552.24 ASPHALT FOR TACK COAT | | | 0034 502-06329 122.000 SYS | 65.00000 7930.00| 65.00000 7930.00| 51.90000 6331.80 PCCP, 12 IN. | | | 0035 503-05240 78.000 LFT | 20.00000 1560.00| 20.00000 1560.00| 17.83000 1390.74 D-1 CONTRACTION JOINT | | | 0036 503-05310 42.000 LFT | 65.00000 2730.00| 122.00000 5124.00| 95.14000 3995.88 TERMINAL JOINT | | | 0037 601-01522 1.000 EACH | 2000.00000 2000.00| 2500.00000 2500.00| 2208.95000 2208.95 GUARDRAIL TRANSITION TYPE TGB | | | 0038 601-06854 1.000 EACH | 2500.00000 2500.00| 2400.00000 2400.00| 2761.18000 2761.18 GUARDRAIL, W-BEAM, NESTED | | | 0039 601-94689 1.000 EACH | 2365.00000 2365.00| 3000.00000 3000.00| 2612.08000 2612.08 GUARDRAIL END TREATMENT, OS | | | 0040 601-99105 25.000 LFT | 17.00000 425.00| 60.00000 1500.00| 18.78000 469.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 232 -4 TABULATION OF BIDS CALL ORDER : 232 CONTRACT ID : R -30440-B COUNTIES : ELKHART LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 38-2675420 |( 2 ) 35-1690004 |( 3 ) 35-0461550 |ANLAAN CORPORATION |NORTHERN INDIANA CONSTRUCTIO |LARSON-DANIELSON CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 609-06259 195.100 SYS | 90.00000 17559.00| 90.00000 17559.00| 56.96000 11112.90 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0042 615-06520 2.000 EACH | 1000.00000 2000.00| 1530.00000 3060.00| 1293.34000 2586.68 MONUMENT, RE-ESTABLISH | | | 0043 621-01004 1.000 EACH | 475.00000 475.00| 475.00000 475.00| 524.62000 524.62 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06560 4850.000 SYS | 0.66000 3201.00| 0.66000 3201.00| 0.73000 3540.50 MULCHED SEEDING, U | | | 0045 621-06570 550.000 CYS | 32.00000 17600.00| 36.50000 20075.00| 38.65000 21257.50 TOP SOIL | | | 0046 621-06574 66.000 SYS | 30.45000 2009.70| 30.45000 2009.70| 33.64000 2220.24 SODDING , FOR DITCHES | | | 0047 628-09402 10.000 MOS | 500.00000 5000.00| 1785.00000 17850.00| 389.44000 3894.40 FIELD OFFICE, B | | | 0048 702-52376 191.900 CYS | 350.00000 67165.00| 600.00000 115140.00| 385.59000 73994.72 CONCRETE, C, STRUCTURES | | | 0049 703-06029 51744.000 LBS | 1.00000 51744.00| 1.00000 51744.00| 1.20000 62092.80 REINFORCING BARS, EPOXY COATED | | | 0050 706-01268 868.000 LFT | 200.00000 173600.00| 127.30000 110496.40| 207.64000 180231.52 HANDRAIL, ALUMINUM | | | 0051 709-51821 LUMP | 2750.00000 2750.00| 6203.26000 6203.26| 3037.30000 3037.30 SURFACE SEAL | | | 0052 712-03812 4.000 EACH | 100.00000 400.00| 400.00000 1600.00| 582.06000 2328.24 BENCH | | | 0053 715-05052 763.000 LFT | 41.50000 31664.50| 24.80000 18922.40| 40.84000 31160.92 PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0054 715-05149 320.000 LFT | 48.10000 15392.00| 39.50000 12640.00| 39.98000 12793.60 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0055 715-05162 10.000 LFT | 163.50000 1635.00| 150.00000 1500.00| 417.49000 4174.90 PIPE, TYPE 2, CIRCULAR, 54 IN. | | | 0056 718-52610 175.000 CYS | 29.55000 5171.25| 42.75000 7481.25| 70.33000 12307.75 AGGREGATE FOR UNDERDRAINS , COARSE | | | AGGREGATE NO. 12 | | | 0057 720-02485 2.000 EACH | 1000.00000 2000.00| 2425.00000 4850.00| 746.62000 1493.24 TRENCH DRAIN | | | 0058 720-45235 4.000 EACH | 1825.00000 7300.00| 1480.00000 5920.00| 2144.34000 8577.36 CATCH BASIN, E7 | | | 0059 720-45605 5.000 LFT | 455.00000 2275.00| 340.00000 1700.00| 1181.34000 5906.70 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0060 720-95101 1.000 EACH | 766.00000 766.00| 10250.00000 10250.00| 6900.75000 6900.75 MANHOLE, L2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 232 -5 TABULATION OF BIDS CALL ORDER : 232 CONTRACT ID : R -30440-B COUNTIES : ELKHART LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 38-2675420 |( 2 ) 35-1690004 |( 3 ) 35-0461550 |ANLAAN CORPORATION |NORTHERN INDIANA CONSTRUCTIO |LARSON-DANIELSON CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 720-97359 1.000 EACH | 15500.00000 15500.00| 15500.00000 15500.00| 49701.31000 49701.31 WATER METER AND LINE, RELOCATE | | | 0062 801-03290 8.000 EACH | 110.00000 880.00| 110.00000 880.00| 121.49000 971.92 CONSTRUCTION SIGN, C , FOR SPE-1 AND | | | SPE-2 | | | 0063 801-04308 5.000 EACH | 129.00000 645.00| 129.00000 645.00| 142.48000 712.40 ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06203 500.000 LFT | 0.20000 100.00| 0.20000 100.00| 0.22000 110.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0065 801-06625 31.000 EACH | 49.00000 1519.00| 49.00000 1519.00| 54.12000 1677.72 DETOUR ROUTE MARKER ASSEMBLY | | | 0066 801-06640 9.000 EACH | 70.00000 630.00| 70.00000 630.00| 77.31000 695.79 CONSTRUCTION SIGN, A | | | 0067 801-06645 2.000 EACH | 30.00000 60.00| 30.00000 60.00| 33.13000 66.26 CONSTRUCTION SIGN, B | | | 0068 801-06775 LUMP | 5000.00000 5000.00| 4970.00000 4970.00| 2853.96000 2853.96 MAINTAINING TRAFFIC | | | 0069 801-07119 120.000 LFT | 10.00000 1200.00| 10.00000 1200.00| 11.04000 1324.80 BARRICADE, III-B | | | 0070 802-05704 123.600 LFT | 5.60000 692.16| 5.60000 692.16| 15.63000 1931.87 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0071 802-07060 6.000 EACH | 105.00000 630.00| 105.00000 630.00| 160.15000 960.90 SIGN, SHEET, RELOCATE | | | 0072 802-76025 35.300 SFT | 16.00000 564.80| 16.00000 564.80| 27.60000 974.28 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0073 805-03083 50.000 LFT | 6.00000 300.00| 3.00000 150.00| 6.63000 331.50 CONDUIT, RIGID, P.V.C., 1.50 IN. | | | 0074 805-90187 100.000 LFT | 25.00000 2500.00| 24.00000 2400.00| 33.13000 3313.00 CONDUIT, STEEL, GALVANIZED, 4 IN. , | | | UNDISTRIBUTED QUANTITY | | | 0075 805-95890 4252.000 LFT | 0.60000 2551.20| 0.50000 2126.00| 0.24000 1020.48 WIRE, NO. 12 COPPER, 1/C | | | 0076 807-02194 1.000 EACH | 4250.00000 4250.00| 3725.00000 3725.00| 2429.84000 2429.84 SERVICE POINT, II, MODIFIED | | | 0077 807-03802 12.000 EACH | 650.00000 7800.00| 545.00000 6540.00| 110.45000 1325.40 LIGHT STANDARDS , CORNER MOUNT | | | 0078 807-03802 5.000 EACH | 380.00000 1900.00| 375.00000 1875.00| 441.79000 2208.95 LIGHT STANDARDS , OVAL | | | 0079 807-03968 1075.000 LFT | 5.50000 5912.50| 2.10000 2257.50| 5.52000 5934.00 CONDUIT, PVC, 1 IN., SCHEDULE 80, FOR | | | ELECTRIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 232 -6 TABULATION OF BIDS CALL ORDER : 232 CONTRACT ID : R -30440-B COUNTIES : ELKHART LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 38-2675420 |( 2 ) 35-1690004 |( 3 ) 35-0461550 |ANLAAN CORPORATION |NORTHERN INDIANA CONSTRUCTIO |LARSON-DANIELSON CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 807-94480 4.000 EACH | 950.00000 3800.00| 345.00000 1380.00| 441.79000 1767.16 LIGHT STANDARD, INSTALL | | | 0081 808-03631 240.000 LFT | 0.70000 168.00| 3.50000 840.00| 3.87000 928.80 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0082 808-03632 320.000 LFT | 0.70000 224.00| 3.50000 1120.00| 3.87000 1238.40 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0083 808-05866 3.000 SYS | 47.00000 141.00| 60.00000 180.00| 66.27000 198.81 PAVEMENT MESSAGE MARKING, REMOVE , PED | | | X-ING REMOVE | | | 0084 808-06703 136.000 LFT | 0.44000 59.84| 1.00000 136.00| 1.10000 149.60 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0085 808-06716 200.000 LFT | 0.38000 76.00| 2.00000 400.00| 2.21000 442.00 LINE, REMOVE | | | 0086 808-75245 1200.000 LFT | 0.44000 528.00| 1.00000 1200.00| 1.10000 1320.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0087 808-75297 61.000 LFT | 3.00000 183.00| 7.75000 472.75| 5.52000 336.72 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0088 206-51817 6019.000 SFT | 20.00000 120380.00| 38.00000 228722.00| 42.30000 254603.70 SHEET PILING, STEEL , S=18.4, | | | CANTILEVERED | | | SECTION TOTALS | $ 1,517,918.45| $ 1,647,167.34| $ 1,675,786.69 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,517,918.45| $ 1,647,167.34| $ 1,675,786.69 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 232 -7 TABULATION OF BIDS CALL ORDER : 232 CONTRACT ID : R -30440-B COUNTIES : ELKHART LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-1841857 |( ) |( ) |CRI CONSTRUCTION INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BIKE AND PEDESTRIAN | | | 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 | 80000.00000 80000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 41342.06000 41342.06| | CLEARING RIGHT OF WAY | | | 0009 202-02240 66.000 SYS | 30.00000 1980.00| | PAVEMENT REMOVAL , CONCRETE TRAIL | | | APPROACHES | | | 0010 202-02241 100.000 LFT | 15.60000 1560.00| | GUARDRAIL, REMOVE | | | 0011 202-04089 11.000 EACH | 30.00000 330.00| | SIGN, SHEET, REMOVE | | | 0012 203-02000 2629.000 CYS | 18.00000 47322.00| | EXCAVATION, COMMON | | | 0013 203-02070 100.000 CYS | 26.40000 2640.00| | BORROW , UNDISTRIBUTED QUANTITY | | | 0014 205-06931 3.000 TON | 222.00000 666.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06933 4.000 EACH | 162.00000 648.00| | TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06937 1850.000 LFT | 3.60000 6660.00| | TEMPORARY SILT FENCE | | | 0017 205-09543 30.000 TON | 59.22000 1776.60| | NO 2 STONE | | | 0018 206-51220 520.000 CYS | 27.60000 14352.00| | EXCAVATION, WET | | | 0019 206-51225 770.000 CYS | 18.00000 13860.00| | EXCAVATION, DRY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 232 -8 TABULATION OF BIDS CALL ORDER : 232 CONTRACT ID : R -30440-B COUNTIES : ELKHART LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-1841857 |( ) |( ) |CRI CONSTRUCTION INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 206-51817 12653.000 SFT | 38.00000 480814.00| | SHEET PILING, STEEL , S=18.4, ANCHORED | | | 0021 207-08267 1780.000 SYS | 11.04000 19651.20| | SUBGRADE TREATMENT, TYPE IIIA | | | 0022 211-09264 8.000 CYS | 22.50000 180.00| | STRUCTURE BACKFILL, TYPE 1 | | | 0023 211-09265 172.000 CYS | 33.00000 5676.00| | STRUCTURE BACKFILL, TYPE 2 | | | 0024 211-09266 295.000 CYS | 18.30000 5398.50| | STRUCTURE BACKFILL, TYPE 3 | | | 0025 302-07455 53.500 CYS | 52.68000 2818.38| | DENSE GRADED SUBBASE | | | 0026 303-01180 685.000 TON | 23.52000 16111.20| | COMPACTED AGGREGATE, NO. 53 | | | 0027 303-09527 850.000 TON | 43.08000 36618.00| | COARSE AGGREGATE, 12 | | | 0028 402-07432 155.000 TON | 90.24000 13987.20| | HMA SURFACE, TYPE A | | | 0029 402-07433 16.000 TON | 107.28000 1716.48| | HMA SURFACE, TYPE B | | | 0030 402-07435 240.000 TON | 63.60000 15264.00| | HMA INTERMEDIATE, TYPE A | | | 0031 402-07438 45.000 TON | 81.60000 3672.00| | HMA INTERMEDIATE, TYPE B | | | 0032 402-07441 12.000 TON | 149.52000 1794.24| | HMA BASE, TYPE B | | | 0033 406-05520 1.000 TON | 600.00000 600.00| | ASPHALT FOR TACK COAT | | | 0034 502-06329 122.000 SYS | 94.80000 11565.60| | PCCP, 12 IN. | | | 0035 503-05240 78.000 LFT | 31.20000 2433.60| | D-1 CONTRACTION JOINT | | | 0036 503-05310 42.000 LFT | 100.80000 4233.60| | TERMINAL JOINT | | | 0037 601-01522 1.000 EACH | 2000.00000 2000.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0038 601-06854 1.000 EACH | 2500.00000 2500.00| | GUARDRAIL, W-BEAM, NESTED | | | 0039 601-94689 1.000 EACH | 2365.00000 2365.00| | GUARDRAIL END TREATMENT, OS | | | 0040 601-99105 25.000 LFT | 17.00000 425.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 232 -9 TABULATION OF BIDS CALL ORDER : 232 CONTRACT ID : R -30440-B COUNTIES : ELKHART LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-1841857 |( ) |( ) |CRI CONSTRUCTION INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 609-06259 195.100 SYS | 96.00000 18729.60| | REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0042 615-06520 2.000 EACH | 1000.00000 2000.00| | MONUMENT, RE-ESTABLISH | | | 0043 621-01004 1.000 EACH | 570.00000 570.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06560 4850.000 SYS | 0.82000 3977.00| | MULCHED SEEDING, U | | | 0045 621-06570 550.000 CYS | 38.40000 21120.00| | TOP SOIL | | | 0046 621-06574 66.000 SYS | 3.90000 257.40| | SODDING , FOR DITCHES | | | 0047 628-09402 10.000 MOS | 2400.00000 24000.00| | FIELD OFFICE, B | | | 0048 702-52376 191.900 CYS | 850.00000 163115.00| | CONCRETE, C, STRUCTURES | | | 0049 703-06029 51744.000 LBS | 1.08000 55883.52| | REINFORCING BARS, EPOXY COATED | | | 0050 706-01268 868.000 LFT | 188.00000 163184.00| | HANDRAIL, ALUMINUM | | | 0051 709-51821 LUMP | 3300.00000 3300.00| | SURFACE SEAL | | | 0052 712-03812 4.000 EACH | 400.00000 1600.00| | BENCH | | | 0053 715-05052 763.000 LFT | 49.80000 37997.40| | PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0054 715-05149 320.000 LFT | 57.72000 18470.40| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0055 715-05162 10.000 LFT | 196.22000 1962.20| | PIPE, TYPE 2, CIRCULAR, 54 IN. | | | 0056 718-52610 175.000 CYS | 35.46000 6205.50| | AGGREGATE FOR UNDERDRAINS , COARSE | | | AGGREGATE NO. 12 | | | 0057 720-02485 2.000 EACH | 500.00000 1000.00| | TRENCH DRAIN | | | 0058 720-45235 4.000 EACH | 2190.00000 8760.00| | CATCH BASIN, E7 | | | 0059 720-45605 5.000 LFT | 546.00000 2730.00| | STRUCTURE, MANHOLE, RECONSTRUCT | | | 0060 720-95101 1.000 EACH | 9120.00000 9120.00| | MANHOLE, L2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 232 -10 TABULATION OF BIDS CALL ORDER : 232 CONTRACT ID : R -30440-B COUNTIES : ELKHART LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-1841857 |( ) |( ) |CRI CONSTRUCTION INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 720-97359 1.000 EACH | 18600.00000 18600.00| | WATER METER AND LINE, RELOCATE | | | 0062 801-03290 8.000 EACH | 110.00000 880.00| | CONSTRUCTION SIGN, C , FOR SPE-1 AND | | | SPE-2 | | | 0063 801-04308 5.000 EACH | 129.00000 645.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06203 500.000 LFT | 0.20000 100.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0065 801-06625 31.000 EACH | 49.00000 1519.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0066 801-06640 9.000 EACH | 70.00000 630.00| | CONSTRUCTION SIGN, A | | | 0067 801-06645 2.000 EACH | 30.00000 60.00| | CONSTRUCTION SIGN, B | | | 0068 801-06775 LUMP | 350.00000 350.00| | MAINTAINING TRAFFIC | | | 0069 801-07119 120.000 LFT | 10.00000 1200.00| | BARRICADE, III-B | | | 0070 802-05704 123.600 LFT | 11.00000 1359.60| | SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0071 802-07060 6.000 EACH | 200.00000 1200.00| | SIGN, SHEET, RELOCATE | | | 0072 802-76025 35.300 SFT | 39.00000 1376.70| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0073 805-03083 50.000 LFT | 7.20000 360.00| | CONDUIT, RIGID, P.V.C., 1.50 IN. | | | 0074 805-90187 100.000 LFT | 36.00000 3600.00| | CONDUIT, STEEL, GALVANIZED, 4 IN. , | | | UNDISTRIBUTED QUANTITY | | | 0075 805-95890 4252.000 LFT | 0.27000 1148.04| | WIRE, NO. 12 COPPER, 1/C | | | 0076 807-02194 1.000 EACH | 2640.00000 2640.00| | SERVICE POINT, II, MODIFIED | | | 0077 807-03802 12.000 EACH | 120.00000 1440.00| | LIGHT STANDARDS , CORNER MOUNT | | | 0078 807-03802 5.000 EACH | 480.00000 2400.00| | LIGHT STANDARDS , OVAL | | | 0079 807-03968 1075.000 LFT | 6.00000 6450.00| | CONDUIT, PVC, 1 IN., SCHEDULE 80, FOR | | | ELECTRIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 232 -11 TABULATION OF BIDS CALL ORDER : 232 CONTRACT ID : R -30440-B COUNTIES : ELKHART LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-1841857 |( ) |( ) |CRI CONSTRUCTION INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 807-94480 4.000 EACH | 480.00000 1920.00| | LIGHT STANDARD, INSTALL | | | 0081 808-03631 240.000 LFT | 4.20000 1008.00| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0082 808-03632 320.000 LFT | 4.20000 1344.00| | LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0083 808-05866 3.000 SYS | 72.00000 216.00| | PAVEMENT MESSAGE MARKING, REMOVE , PED | | | X-ING REMOVE | | | 0084 808-06703 136.000 LFT | 1.20000 163.20| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0085 808-06716 200.000 LFT | 2.40000 480.00| | LINE, REMOVE | | | 0086 808-75245 1200.000 LFT | 1.20000 1440.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0087 808-75297 61.000 LFT | 6.00000 366.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0088 206-51817 6019.000 SFT | 38.00000 228722.00| | SHEET PILING, STEEL , S=18.4, | | | CANTILEVERED | | | SECTION TOTALS | $ 1,688,565.22| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,688,565.22| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 234 -1 VENDOR RANKING CALL ORDER : 234 CONTRACT ID : R -30476-A COUNTIES : POSEY LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT DESCRIPTION : ENHANCEMENT, RIVERFRONT REVITALIZATION COMPLETION DATE : 08/31/10 LOCATION : ON WATER STREET IN THE TOWN OF MOUNT VERNON PROJECT(S) : 0600384 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1878024 RAGLE INC $ 998,837.05 100.0000% 2 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 1,132,146.38 113.3465% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 234 -2 TABULATION OF BIDS CALL ORDER : 234 CONTRACT ID : R -30476-A COUNTIES : POSEY LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1009310 |( ) |RAGLE INC |DEIG BROTHERS LUMBER & CONST | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, RIVERFRONT REVITALIZATION | | | 0001 105-06845 LUMP | 29000.00000 29000.00| 22000.00000 22000.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 100.00000 100.00| 165.00000 165.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 14.000 MOS | 85.00000 1190.00| 215.00000 3010.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 105-08634 LUMP | 1.00000 1.00| 3000.00000 3000.00| ADMINISTRATION OF UTILITY RELOCATION , | | | UTILITY COORDINATION | | | 0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 49500.00000 49500.00| 54000.00000 54000.00| MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 19750.00000 19750.00| 98450.00000 98450.00| CLEARING RIGHT OF WAY | | | 0013 203-02020 1935.000 CYS | 25.00000 48375.00| 23.70000 45859.50| EXCAVATION, UNCLASSIFIED | | | 0014 203-02070 5385.000 CYS | 15.00000 80775.00| 14.00000 75390.00| BORROW | | | 0015 205-03371 50.000 CYS | 9.00000 450.00| 6.00000 300.00| SEDIMENT, REMOVE | | | 0016 205-06933 1.000 EACH | 225.00000 225.00| 135.00000 135.00| TEMPORARY DITCH INLET PROTECTION | | | 0017 205-06937 1275.000 LFT | 1.85000 2358.75| 1.65000 2103.75| TEMPORARY SILT FENCE | | | 0019 210-03828 4.000 EACH | 1500.00000 6000.00| 1200.00000 4800.00| RECEPTACLE, TRASH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 234 -3 TABULATION OF BIDS CALL ORDER : 234 CONTRACT ID : R -30476-A COUNTIES : POSEY LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1009310 |( ) |RAGLE INC |DEIG BROTHERS LUMBER & CONST | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 210-05533 1.000 EACH | 7500.00000 7500.00| 29325.00000 29325.00| GRATE , METAL FOREBAY | | | 0021 210-06752 4.000 EACH | 500.00000 2000.00| 930.00000 3720.00| INSTALL , CORRUGATED SURROUND | | | 0022 211-09264 240.000 CYS | 22.00000 5280.00| 28.25000 6780.00| STRUCTURE BACKFILL, TYPE 1 | | | 0023 402-07433 243.000 TON | 70.00000 17010.00| 70.00000 17010.00| HMA SURFACE, TYPE B | | | 0024 402-07438 405.000 TON | 61.00000 24705.00| 61.00000 24705.00| HMA INTERMEDIATE, TYPE B | | | 0025 402-07441 1296.000 TON | 57.00000 73872.00| 57.00000 73872.00| HMA BASE, TYPE B | | | 0026 406-05520 2.300 TON | 550.00000 1265.00| 550.00000 1265.00| ASPHALT FOR TACK COAT | | | 0027 604-07894 55.000 SYS | 95.00000 5225.00| 102.10000 5615.50| CURB RAMP, CONCRETE, A | | | 0028 604-07903 40.000 SYS | 105.00000 4200.00| 109.70000 4388.00| CURB RAMP, CONCRETE, K | | | 0029 604-91404 2333.130 SYS | 55.00000 128322.15| 61.00000 142320.93| SIDEWALK, CONCRETE, 5 IN. | | | 0030 605-04742 LUMP | 7500.00000 7500.00| 7555.00000 7555.00| WALL , PROTECTION | | | 0031 605-06120 1064.000 LFT | 14.00000 14896.00| 21.50000 22876.00| CURB, CONCRETE | | | 0032 616-06395 8.000 SYS | 100.00000 800.00| 38.40000 307.20| RIPRAP | | | 0033 621-06570 2119.000 CYS | 17.00000 36023.00| 29.30000 62086.70| TOP SOIL | | | 0034 621-07762 117.000 CYS | 97.00000 11349.00| 97.00000 11349.00| COMPOST AMENDED SOIL | | | 0035 622-05616 32.000 EACH | 70.00000 2240.00| 70.00000 2240.00| PLANT, BROADLEAF EVERGREEN, GLOBE, | | | DWARF, OVER 18 TO 24 IN. | | | 0036 622-05654 974.000 EACH | 3.95000 3847.30| 3.95000 3847.30| PLANT, PERENNIAL , RAIN GARDEN PLUGS | | | 2-3/8" TO 3-3/4" | | | 0037 622-05654 1073.000 EACH | 3.95000 4238.35| 3.95000 4238.35| PLANT, PERENNIAL , SEDGE, RUSH, PLUGS | | | 2-3/8" TO 3-3/4" | | | 0038 628-09402 14.000 MOS | 900.00000 12600.00| 1612.00000 22568.00| FIELD OFFICE, B | | | 0039 701-09556 121.000 EACH | 885.00000 107085.00| 1450.00000 175450.00| PILE, HELICAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 234 -4 TABULATION OF BIDS CALL ORDER : 234 CONTRACT ID : R -30476-A COUNTIES : POSEY LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1009310 |( ) |RAGLE INC |DEIG BROTHERS LUMBER & CONST | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 702-90915 341.130 CYS | 650.00000 221734.50| 354.65000 120981.75| CONCRETE, A , TERRACE STEPS | | | 0041 709-07733 LUMP | 1000.00000 1000.00| 7200.00000 7200.00| ANTI-GRAFFITI COAT | | | 0042 712-03812 7.000 EACH | 1400.00000 9800.00| 1340.00000 9380.00| BENCH | | | 0043 715-05151 395.000 LFT | 25.00000 9875.00| 21.60000 8532.00| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0044 720-09079 1.000 EACH | 3500.00000 3500.00| 3020.00000 3020.00| INLET, HA5, MODIFIED | | | 0045 720-45275 1.000 EACH | 2800.00000 2800.00| 1805.00000 1805.00| PIPE CATCH BASIN, 24 IN. | | | 0046 720-45410 2.000 EACH | 3800.00000 7600.00| 3120.00000 6240.00| MANHOLE, C4 | | | 0047 732-04458 6.000 EACH | 650.00000 3900.00| 1010.00000 6060.00| QUICK COUPLER WITH BOX , LOCKABLE | | | 0048 801-06775 LUMP | 15000.00000 15000.00| 3500.00000 3500.00| MAINTAINING TRAFFIC | | | 0049 802-04314 4.000 EACH | 290.00000 1160.00| 1750.00000 7000.00| SIGN , DISABLED PARKING | | | 0050 808-06703 557.000 LFT | 1.25000 696.25| 1.00000 557.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0051 808-06703 257.000 LFT | 1.25000 321.25| 1.00000 257.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | , DISABLED | | | 0052 207-08265 3238.000 SYS | 4.25000 13761.50| 8.30000 26875.40| SUBGRADE TREATMENT, TYPE IIA | | | SECTION TOTALS | $ 998,837.05| $ 1,132,146.38| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 998,837.05| $ 1,132,146.38| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 250 -1 VENDOR RANKING CALL ORDER : 250 CONTRACT ID : R -30646-A COUNTIES : MARSHALL LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : NEW ROAD CONSTRUCTION COMPLETION DATE : 08/05/11 LOCATION : ON PINE ROAD FROM SR 17 TO US 30 PROJECT(S) : 0200822 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 5,141,930.00 100.0000% 2 35-1139301 E & B PAVING INC $ 5,170,179.92 100.5494% 3 35-1068009 DYER CONSTRUCTION CO $ 5,339,925.70 103.8506% 4 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 5,523,376.00 107.4183% 5 38-2051611 HOFFMAN BROTHERS INC $ 5,659,100.55 110.0579% 6 35-1120685 WALSH & KELLY INC $ 5,660,776.87 110.0905% 7 35-1875662 CRIDER & CRIDER INC $ 6,024,291.86 117.1601% 8 35-0997978 PHEND & BROWN INC $ 6,199,930.38 120.5759% 9 35-1489621 HRP CONSTRUCTION INC $ 7,145,347.94 138.9624% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 250 -2 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -30646-A COUNTIES : MARSHALL LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-1068009 |RIETH RILEY CONSTRUCTION |E & B PAVING INC |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP | 230396.16000 230396.16| 27300.00000 27300.00| 80476.00000 80476.00 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 | 215500.00000 215500.00| 259000.00000 259000.00| 292000.00000 292000.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 26000.00000 26000.00| 25900.00000 25900.00| 49815.00000 49815.00 CLEARING RIGHT OF WAY | | | 0010 202-74025 2047.000 LFT | 1.45000 2968.15| 1.45000 2968.15| 1.60000 3275.20 FENCE, REMOVE | | | 0011 202-74035 17.000 EACH | 55.00000 935.00| 50.00000 850.00| 55.00000 935.00 SIGN, REMOVE | | | 0012 203-02000 99082.000 CYS | 8.00000 792656.00| 6.39000 633133.98| 6.60000 653941.20 EXCAVATION, COMMON | | | 0013 204-08415 34.000 EACH | 460.00000 15640.00| 200.00000 6800.00| 300.00000 10200.00 STAKES, SETTLEMENT | | | 0014 205-02770 636.000 SYS | 2.22000 1411.92| 2.22000 1411.92| 2.22000 1411.92 EROSION CONTROL BLANKET | | | 0015 205-03371 1000.000 CYS | 5.00000 5000.00| 4.45000 4450.00| 4.74000 4740.00 SEDIMENT, REMOVE | | | 0016 205-06931 1138.000 TON | 1.80000 2048.40| 29.51000 33582.38| 29.80000 33912.40 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0017 205-06932 1457.000 LFT | 1.30000 1894.10| 8.52000 12413.64| 8.52000 12413.64 TEMPORARY CHECK DAM, STRAW BALES | | | 0018 205-06933 49.000 EACH | 85.00000 4165.00| 85.00000 4165.00| 85.00000 4165.00 TEMPORARY DITCH INLET PROTECTION | | | 0019 205-08511 19352.000 LFT | 1.25000 24190.00| 1.60000 30963.20| 1.36000 26318.72 EROSION CONTROL , TEMPORARY ADN | | | SEDIMENT CONTROL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 250 -3 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -30646-A COUNTIES : MARSHALL LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-1068009 |RIETH RILEY CONSTRUCTION |E & B PAVING INC |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-09543 750.000 TON | 18.00000 13500.00| 24.00000 18000.00| 24.68000 18510.00 NO 2 STONE | | | 0021 207-08263 13736.000 SYS | 4.75000 65246.00| 2.50000 34340.00| 6.28000 86262.08 SUBGRADE TREATMENT, TYPE IA | | | 0022 207-08264 29764.000 SYS | 0.01000 297.64| 2.50000 74410.00| 3.79000 112805.56 SUBGRADE TREATMENT, TYPE II | | | 0023 207-08265 34084.000 SYS | 3.75000 127815.00| 2.50000 85210.00| 3.79000 129178.36 SUBGRADE TREATMENT, TYPE IIA | | | 0024 211-09264 10328.000 CYS | 0.01000 103.28| 16.74000 172890.72| 11.68000 120631.04 STRUCTURE BACKFILL, TYPE 1 | | | 0025 301-07448 7746.000 TON | 16.75000 129745.50| 37.50000 290475.00| 21.19000 164137.74 COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 304-07490 149.000 TON | 47.00000 7003.00| 47.00000 7003.00| 47.00000 7003.00 HMA PATCHING, TYPE B | | | 0027 304-07494 126.000 TON | 47.00000 5922.00| 47.00000 5922.00| 47.00000 5922.00 WIDENING WITH HMA, TYPE C | | | 0028 306-08034 690.000 SYS | 1.50000 1035.00| 11.00000 7590.00| 11.32000 7810.80 MILLING, ASPHALT, 1 1/2 IN. | | | 0029 306-08043 220.000 SYS | 1.00000 220.00| 11.00000 2420.00| 11.00000 2420.00 MILLING, TRANSITION | | | 0030 401-06264 LUMP | 6000.00000 6000.00| 2000.00000 2000.00| 2000.00000 2000.00 PROFILOGRAPH, HMA | | | 0033 401-07423 16810.000 TON | 48.00000 806880.00| 47.00000 790070.00| 47.00000 790070.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0034 401-07429 6369.000 TON | 48.00000 305712.00| 47.00000 299343.00| 47.00000 299343.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0035 402-07433 1251.000 TON | 60.00000 75060.00| 53.00000 66303.00| 53.00000 66303.00 HMA SURFACE, TYPE B | | | 0036 402-07441 3755.000 TON | 48.00000 180240.00| 47.00000 176485.00| 47.00000 176485.00 HMA BASE, TYPE B | | | 0037 406-05520 19.000 TON | 2000.00000 38000.00| 50.00000 950.00| 50.00000 950.00 ASPHALT FOR TACK COAT | | | 0038 601-01700 1.000 EACH | 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0039 601-61390 1.000 EACH | 50.00000 50.00| 50.00000 50.00| 50.00000 50.00 GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0040 601-99105 581.250 LFT | 20.00000 11625.00| 20.00000 11625.00| 20.00000 11625.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0041 605-06140 1540.000 LFT | 14.00000 21560.00| 13.00000 20020.00| 15.90000 24486.00 CURB AND GUTTER, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 250 -4 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -30646-A COUNTIES : MARSHALL LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-1068009 |RIETH RILEY CONSTRUCTION |E & B PAVING INC |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 605-06210 44.000 LFT | 100.00000 4400.00| 300.00000 13200.00| 300.00000 13200.00 CENTER CURB, C, CONCRETE | | | 0043 607-06385 321.000 LFT | 57.00000 18297.00| 65.00000 20865.00| 67.67000 21722.07 PAVED SIDE DITCH, L | | | 0044 610-07487 1191.000 TON | 60.00000 71460.00| 80.00000 95280.00| 80.00000 95280.00 HMA FOR APPROACHES, TYPE B | | | 0045 611-06497 5.000 EACH | 140.00000 700.00| 140.00000 700.00| 140.00000 700.00 MAILBOX ASSEMBLY, SINGLE | | | 0046 611-06498 5.000 EACH | 170.00000 850.00| 170.00000 850.00| 170.00000 850.00 MAILBOX ASSEMBLY, DOUBLE | | | 0047 611-08232 7.000 EACH | 140.00000 980.00| 140.00000 980.00| 140.00000 980.00 MAILBOX ASSEMBLY, SINGLE, RESET | | | 0048 615-06490 23.000 EACH | 145.00000 3335.00| 145.00000 3335.00| 145.00000 3335.00 RIGHT OF WAY MARKER | | | 0049 615-06505 10.000 EACH | 550.00000 5500.00| 550.00000 5500.00| 550.00000 5500.00 MONUMENT, B | | | 0050 615-06510 1.000 EACH | 350.00000 350.00| 350.00000 350.00| 350.00000 350.00 MONUMENT, C | | | 0051 616-02320 1123.000 SYS | 0.60000 673.80| 1.29000 1448.67| 1.31000 1471.13 GEOTEXTILES | | | 0052 616-05688 27.000 TON | 73.00000 1971.00| 60.21000 1625.67| 61.07000 1648.89 RIPRAP, CLASS 1 | | | 0053 616-06405 900.000 TON | 38.00000 34200.00| 25.78000 23202.00| 26.04000 23436.00 RIPRAP, REVETMENT | | | 0054 621-01004 2.000 EACH | 400.00000 800.00| 400.00000 800.00| 400.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0055 621-02356 109.000 LBS | 61.00000 6649.00| 61.00000 6649.00| 61.00000 6649.00 SEEDING, WETLAND | | | 0056 621-06545 14.000 TON | 550.00000 7700.00| 550.00000 7700.00| 550.00000 7700.00 FERTILIZER | | | 0057 621-06553 3269.000 LBS | 4.88000 15952.72| 4.88000 15952.72| 4.88000 15952.72 SEED MIXTURE, R | | | 0058 621-06557 1981.000 LBS | 1.98000 3922.38| 1.98000 3922.38| 1.98000 3922.38 SEED MIXTURE, T | | | 0059 621-06565 68.000 TON | 250.00000 17000.00| 250.00000 17000.00| 246.07000 16732.76 MULCHING MATERIAL | | | 0060 621-06567 285.000 kGAL | 1.00000 285.00| 1.00000 285.00| 1.00000 285.00 WATER | | | 0061 621-06575 8168.000 SYS | 2.76000 22543.68| 2.76000 22543.68| 2.76000 22543.68 SODDING, NURSERY | | | 0062 628-09402 18.000 MOS | 1800.00000 32400.00| 1970.72000 35472.96| 2707.72000 48738.96 FIELD OFFICE, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 250 -5 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -30646-A COUNTIES : MARSHALL LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-1068009 |RIETH RILEY CONSTRUCTION |E & B PAVING INC |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0063 628-09407 18.000 MOS | 148.00000 2664.00| 212.00000 3816.00| 90.26000 1624.68 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , ONE EACH | | | 0064 715-03475 4.000 EACH | 544.00000 2176.00| 488.72000 1954.88| 493.47000 1973.88 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0065 715-04611 1.000 EACH | 544.00000 544.00| 487.81000 487.81| 492.55000 492.55 SAFETY METAL END SECTION, 4:1, 12 IN. | | | 0066 715-05019 699.000 LFT | 73.26000 51208.74| 69.07000 48279.93| 69.74000 48748.26 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0067 715-05028 827.000 LFT | 39.12000 32352.24| 35.70000 29523.90| 36.05000 29813.35 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0068 715-05048 25802.000 LFT | 3.50000 90307.00| 4.69000 121011.38| 4.73000 122043.46 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0069 715-05053 1910.000 LFT | 9.00000 17190.00| 14.59000 27866.90| 14.73000 28134.30 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0070 715-05119 80.000 LFT | 44.74000 3579.20| 35.80000 2864.00| 36.15000 2892.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0071 715-05121 175.000 LFT | 44.60000 7805.00| 39.71000 6949.25| 40.09000 7015.75 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0072 715-05123 144.000 LFT | 51.66000 7439.04| 44.93000 6469.92| 45.37000 6533.28 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0073 715-05151 2609.000 LFT | 113.77000 296825.93| 119.21000 311018.89| 121.30000 316471.70 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0074 715-05152 803.000 LFT | 43.98000 35315.94| 42.77000 34344.31| 43.19000 34681.57 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0075 715-05168 160.000 LFT | 42.60000 6816.00| 42.64000 6822.40| 43.06000 6889.60 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0076 715-05169 821.000 LFT | 32.71000 26854.91| 46.25000 37971.25| 46.70000 38340.70 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0077 715-05820 77.000 LFT | 98.76000 7604.52| 68.59000 5281.43| 69.25000 5332.25 PIPE, REINFORCED CONCRETE , 36 IN. | | | 0078 715-09064 6395.000 LFT | 1.40000 8953.00| 1.40000 8953.00| 1.40000 8953.00 VIDEO INSPECTION FOR PIPE | | | 0079 715-46000 2.000 EACH | 252.50000 505.00| 389.38000 778.76| 393.17000 786.34 PIPE END SECTION, 12 IN. | | | 0080 715-46005 25.000 EACH | 382.70000 9567.50| 349.54000 8738.50| 352.94000 8823.50 PIPE END SECTION, 15 IN. | | | 0081 715-46010 7.000 EACH | 587.66000 4113.62| 387.13000 2709.91| 390.90000 2736.30 PIPE END SECTION, 18 IN. | | | 0082 715-46020 2.000 EACH | 638.25000 1276.50| 527.22000 1054.44| 532.35000 1064.70 PIPE END SECTION, 24 IN. | | | 0083 715-46040 11.000 EACH | 1397.70000 15374.70| 1027.96000 11307.56| 1037.96000 11417.56 PIPE END SECTION, 36 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 250 -6 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -30646-A COUNTIES : MARSHALL LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-1068009 |RIETH RILEY CONSTRUCTION |E & B PAVING INC |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0084 718-06528 41.000 EACH | 300.00000 12300.00| 410.05000 16812.05| 663.95000 27221.95 OUTLET PROTECTOR, 1 | | | 0085 718-06529 1.000 EACH | 300.00000 300.00| 384.55000 384.55| 600.00000 600.00 OUTLET PROTECTOR, 2 | | | 0086 718-06531 5.000 EACH | 300.00000 1500.00| 367.55000 1837.75| 663.96000 3319.80 OUTLET PROTECTOR, 3 | | | 0087 718-06532 25802.000 LFT | 0.80000 20641.60| 0.80000 20641.60| 0.80000 20641.60 VIDEO INSPECTION FOR UNDERDRAINS | | | 0088 718-52610 3013.000 CYS | 24.00000 72312.00| 24.60000 74119.80| 24.73000 74511.49 AGGREGATE FOR UNDERDRAINS | | | 0089 718-99153 20068.000 SYS | 0.30000 6020.40| 0.55000 11037.40| 0.56000 11238.08 GEOTEXTILES FOR UNDERDRAIN | | | 0090 720-45030 3.000 EACH | 1550.00000 4650.00| 1850.98000 5552.94| 1868.99000 5606.97 INLET, E7 | | | 0091 720-45130 3.000 EACH | 1550.00000 4650.00| 1863.51000 5590.53| 1881.64000 5644.92 INLET, E7, MODIFIED | | | 0092 720-45410 18.000 EACH | 2250.00000 40500.00| 2496.53000 44937.54| 2520.82000 45374.76 MANHOLE, C4 | | | 0093 720-94840 1.000 EACH | 290.00000 290.00| 305.88000 305.88| 308.86000 308.86 CASTING, ADJUST TO GRADE, WATER VALVE | | | 0094 720-98555 4.000 EACH | 2200.00000 8800.00| 2325.43000 9301.72| 2348.06000 9392.24 INLET, C15 | | | 0095 732-07653 9482.000 TON | 16.00000 151712.00| 20.93000 198458.26| 21.05000 199596.10 COARSE AGGREGATE, NO. 8 | | | 0096 801-03290 4.000 EACH | 365.00000 1460.00| 365.00000 1460.00| 365.00000 1460.00 CONSTRUCTION SIGN, C | | | 0097 801-04308 10.000 EACH | 325.00000 3250.00| 325.00000 3250.00| 325.00000 3250.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0098 801-06625 32.000 EACH | 107.00000 3424.00| 107.00000 3424.00| 107.00000 3424.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0099 801-06640 12.000 EACH | 245.00000 2940.00| 245.00000 2940.00| 245.00000 2940.00 CONSTRUCTION SIGN, A | | | 0100 801-06645 4.000 EACH | 55.00000 220.00| 55.00000 220.00| 55.00000 220.00 CONSTRUCTION SIGN, B | | | 0101 801-06775 LUMP | 21000.00000 21000.00| 26600.00000 26600.00| 65362.10000 65362.10 MAINTAINING TRAFFIC | | | 0102 801-07118 252.000 LFT | 11.00000 2772.00| 11.00000 2772.00| 11.00000 2772.00 BARRICADE, III-A | | | 0103 801-07119 12.000 LFT | 12.55000 150.60| 12.55000 150.60| 12.55000 150.60 BARRICADE, III-B | | | 0104 802-05701 553.500 LFT | 14.00000 7749.00| 18.00000 9963.00| 14.00000 7749.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 250 -7 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -30646-A COUNTIES : MARSHALL LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-1068009 |RIETH RILEY CONSTRUCTION |E & B PAVING INC |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0105 802-07060 7.000 EACH | 145.00000 1015.00| 100.00000 700.00| 145.00000 1015.00 SIGN, SHEET, RELOCATE | | | 0106 802-76025 197.640 SFT | 11.45000 2262.98| 16.00000 3162.24| 11.45000 2262.98 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0107 802-76035 138.000 SFT | 14.00000 1932.00| 17.00000 2346.00| 14.00000 1932.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0108 802-76045 24.580 SFT | 18.00000 442.44| 27.00000 663.66| 18.00000 442.44 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0109 808-06703 27348.000 LFT | 0.32000 8751.36| 0.32000 8751.36| 0.32000 8751.36 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0110 808-06706 344.000 LFT | 4.00000 1376.00| 4.00000 1376.00| 4.00000 1376.00 LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0111 808-74809 2.000 EACH | 898.00000 1796.00| 898.00000 1796.00| 898.00000 1796.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (R X R) | | | 0112 808-75240 2000.000 LFT | 0.32000 640.00| 0.32000 640.00| 0.32000 640.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0113 808-75245 23050.000 LFT | 0.32000 7376.00| 0.32000 7376.00| 0.32000 7376.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0114 808-75320 29.000 EACH | 65.00000 1885.00| 65.00000 1885.00| 65.00000 1885.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0115 808-75325 26.000 EACH | 89.00000 2314.00| 89.00000 2314.00| 89.00000 2314.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0116 808-92027 5460.000 LFT | 0.68000 3712.80| 0.68000 3712.80| 0.68000 3712.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0117 808-96016 524.000 LFT | 2.00000 1048.00| 2.00000 1048.00| 2.00000 1048.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | 0118 808-99176 465.000 LFT | 3.55000 1650.75| 3.55000 1650.75| 3.55000 1650.75 LINE, THERMOPLASTIC, SOLID, YELLOW, 24 | | | IN. | | | 0119 207-08267 2546.000 SYS | 11.25000 28642.50| 7.00000 17822.00| 10.02000 25510.92 SUBGRADE TREATMENT, TYPE IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 250 -8 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -30646-A COUNTIES : MARSHALL LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-1068009 |RIETH RILEY CONSTRUCTION |E & B PAVING INC |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0120 401-07321 4684.000 TON | 60.00000 281040.00| 53.00000 248252.00| 53.00000 248252.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0121 401-07356 7681.000 TON | 56.00000 430136.00| 47.00000 361007.00| 47.00000 361007.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 9.5 mm | | | SECTION TOTALS | $ 5,141,930.00| $ 5,170,179.92| $ 5,339,925.70 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,141,930.00| $ 5,170,179.92| $ 5,339,925.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 250 -9 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -30646-A COUNTIES : MARSHALL LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1065659 |( 5 ) 38-2051611 |( 6 ) 35-1120685 |BROOKS CONSTRUCTION COMPANY |HOFFMAN BROTHERS INC |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP | 150000.00000 150000.00| 33431.89000 33431.89| 100000.00000 100000.00 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 | 275000.00000 275000.00| 268601.12000 268601.12| 267000.00000 267000.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 27500.00000 27500.00| 529992.61000 529992.61| 62768.00000 62768.00 CLEARING RIGHT OF WAY | | | 0010 202-74025 2047.000 LFT | 4.40000 9006.80| 1.80000 3684.60| 2.81000 5752.07 FENCE, REMOVE | | | 0011 202-74035 17.000 EACH | 235.00000 3995.00| 43.25000 735.25| 35.00000 595.00 SIGN, REMOVE | | | 0012 203-02000 99082.000 CYS | 7.00000 693574.00| 7.35000 728252.70| 5.58000 552877.56 EXCAVATION, COMMON | | | 0013 204-08415 34.000 EACH | 205.00000 6970.00| 150.00000 5100.00| 500.00000 17000.00 STAKES, SETTLEMENT | | | 0014 205-02770 636.000 SYS | 2.22000 1411.92| 1.02000 648.72| 2.22000 1411.92 EROSION CONTROL BLANKET | | | 0015 205-03371 1000.000 CYS | 10.75000 10750.00| 6.18000 6180.00| 10.00000 10000.00 SEDIMENT, REMOVE | | | 0016 205-06931 1138.000 TON | 39.10000 44495.80| 29.55000 33627.90| 44.94000 51141.72 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0017 205-06932 1457.000 LFT | 8.52000 12413.64| 2.60000 3788.20| 8.48000 12355.36 TEMPORARY CHECK DAM, STRAW BALES | | | 0018 205-06933 49.000 EACH | 85.00000 4165.00| 91.22000 4469.78| 120.00000 5880.00 TEMPORARY DITCH INLET PROTECTION | | | 0019 205-08511 19352.000 LFT | 2.86000 55346.72| 1.34000 25931.68| 2.26000 43735.52 EROSION CONTROL , TEMPORARY ADN | | | SEDIMENT CONTROL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 250 -10 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -30646-A COUNTIES : MARSHALL LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1065659 |( 5 ) 38-2051611 |( 6 ) 35-1120685 |BROOKS CONSTRUCTION COMPANY |HOFFMAN BROTHERS INC |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-09543 750.000 TON | 20.00000 15000.00| 19.24000 14430.00| 22.55000 16912.50 NO 2 STONE | | | 0021 207-08263 13736.000 SYS | 5.10000 70053.60| 4.52000 62086.72| 4.70000 64559.20 SUBGRADE TREATMENT, TYPE IA | | | 0022 207-08264 29764.000 SYS | 4.10000 122032.40| 3.52000 104769.28| 3.70000 110126.80 SUBGRADE TREATMENT, TYPE II | | | 0023 207-08265 34084.000 SYS | 4.10000 139744.40| 3.74000 127474.16| 3.70000 126110.80 SUBGRADE TREATMENT, TYPE IIA | | | 0024 211-09264 10328.000 CYS | 16.50000 170412.00| 21.01000 216991.28| 9.65000 99665.20 STRUCTURE BACKFILL, TYPE 1 | | | 0025 301-07448 7746.000 TON | 25.00000 193650.00| 23.67000 183347.82| 26.00000 201396.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 304-07490 149.000 TON | 78.00000 11622.00| 62.85000 9364.65| 100.00000 14900.00 HMA PATCHING, TYPE B | | | 0027 304-07494 126.000 TON | 81.00000 10206.00| 47.00000 5922.00| 100.00000 12600.00 WIDENING WITH HMA, TYPE C | | | 0028 306-08034 690.000 SYS | 3.50000 2415.00| 4.65000 3208.50| 5.00000 3450.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0029 306-08043 220.000 SYS | 6.00000 1320.00| 7.11000 1564.20| 5.00000 1100.00 MILLING, TRANSITION | | | 0030 401-06264 LUMP | 2000.00000 2000.00| 2000.00000 2000.00| 11300.00000 11300.00 PROFILOGRAPH, HMA | | | 0033 401-07423 16810.000 TON | 43.00000 722830.00| 47.00000 790070.00| 48.50000 815285.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0034 401-07429 6369.000 TON | 55.00000 350295.00| 47.00000 299343.00| 55.50000 353479.50 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0035 402-07433 1251.000 TON | 85.00000 106335.00| 53.00000 66303.00| 73.00000 91323.00 HMA SURFACE, TYPE B | | | 0036 402-07441 3755.000 TON | 50.00000 187750.00| 47.00000 176485.00| 51.50000 193382.50 HMA BASE, TYPE B | | | 0037 406-05520 19.000 TON | 1250.00000 23750.00| 50.00000 950.00| 800.00000 15200.00 ASPHALT FOR TACK COAT | | | 0038 601-01700 1.000 EACH | 2000.00000 2000.00| 1995.00000 1995.00| 2000.00000 2000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0039 601-61390 1.000 EACH | 50.00000 50.00| 45.00000 45.00| 50.00000 50.00 GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0040 601-99105 581.250 LFT | 20.00000 11625.00| 18.00000 10462.50| 20.00000 11625.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0041 605-06140 1540.000 LFT | 13.00000 20020.00| 14.64000 22545.60| 14.50000 22330.00 CURB AND GUTTER, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 250 -11 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -30646-A COUNTIES : MARSHALL LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1065659 |( 5 ) 38-2051611 |( 6 ) 35-1120685 |BROOKS CONSTRUCTION COMPANY |HOFFMAN BROTHERS INC |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 605-06210 44.000 LFT | 35.00000 1540.00| 303.96000 13374.24| 55.00000 2420.00 CENTER CURB, C, CONCRETE | | | 0043 607-06385 321.000 LFT | 50.00000 16050.00| 69.94000 22450.74| 55.00000 17655.00 PAVED SIDE DITCH, L | | | 0044 610-07487 1191.000 TON | 73.00000 86943.00| 94.41000 112442.31| 100.00000 119100.00 HMA FOR APPROACHES, TYPE B | | | 0045 611-06497 5.000 EACH | 140.00000 700.00| 140.00000 700.00| 140.00000 700.00 MAILBOX ASSEMBLY, SINGLE | | | 0046 611-06498 5.000 EACH | 170.00000 850.00| 170.00000 850.00| 170.00000 850.00 MAILBOX ASSEMBLY, DOUBLE | | | 0047 611-08232 7.000 EACH | 140.00000 980.00| 140.00000 980.00| 140.00000 980.00 MAILBOX ASSEMBLY, SINGLE, RESET | | | 0048 615-06490 23.000 EACH | 145.00000 3335.00| 135.00000 3105.00| 145.00000 3335.00 RIGHT OF WAY MARKER | | | 0049 615-06505 10.000 EACH | 550.00000 5500.00| 358.48000 3584.80| 550.00000 5500.00 MONUMENT, B | | | 0050 615-06510 1.000 EACH | 350.00000 350.00| 358.48000 358.48| 350.00000 350.00 MONUMENT, C | | | 0051 616-02320 1123.000 SYS | 2.00000 2246.00| 0.68000 763.64| 2.01000 2257.23 GEOTEXTILES | | | 0052 616-05688 27.000 TON | 81.75000 2207.25| 78.70000 2124.90| 91.00000 2457.00 RIPRAP, CLASS 1 | | | 0053 616-06405 900.000 TON | 31.60000 28440.00| 39.03000 35127.00| 27.10000 24390.00 RIPRAP, REVETMENT | | | 0054 621-01004 2.000 EACH | 400.00000 800.00| 400.00000 800.00| 400.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0055 621-02356 109.000 LBS | 61.00000 6649.00| 61.00000 6649.00| 61.00000 6649.00 SEEDING, WETLAND | | | 0056 621-06545 14.000 TON | 550.00000 7700.00| 550.00000 7700.00| 550.00000 7700.00 FERTILIZER | | | 0057 621-06553 3269.000 LBS | 4.88000 15952.72| 4.88000 15952.72| 4.88000 15952.72 SEED MIXTURE, R | | | 0058 621-06557 1981.000 LBS | 1.98000 3922.38| 1.98000 3922.38| 1.98000 3922.38 SEED MIXTURE, T | | | 0059 621-06565 68.000 TON | 250.00000 17000.00| 250.00000 17000.00| 250.00000 17000.00 MULCHING MATERIAL | | | 0060 621-06567 285.000 kGAL | 1.00000 285.00| 1.00000 285.00| 1.00000 285.00 WATER | | | 0061 621-06575 8168.000 SYS | 4.50000 36756.00| 2.76000 22543.68| 3.66000 29894.88 SODDING, NURSERY | | | 0062 628-09402 18.000 MOS | 1700.00000 30600.00| 698.12000 12566.16| 1737.78000 31280.04 FIELD OFFICE, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 250 -12 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -30646-A COUNTIES : MARSHALL LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1065659 |( 5 ) 38-2051611 |( 6 ) 35-1120685 |BROOKS CONSTRUCTION COMPANY |HOFFMAN BROTHERS INC |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0063 628-09407 18.000 MOS | 235.00000 4230.00| 835.00000 15030.00| 260.00000 4680.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , ONE EACH | | | 0064 715-03475 4.000 EACH | 225.00000 900.00| 296.50000 1186.00| 480.00000 1920.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0065 715-04611 1.000 EACH | 225.00000 225.00| 296.50000 296.50| 455.00000 455.00 SAFETY METAL END SECTION, 4:1, 12 IN. | | | 0066 715-05019 699.000 LFT | 60.10000 42009.90| 74.07000 51774.93| 51.11000 35725.89 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0067 715-05028 827.000 LFT | 33.40000 27621.80| 37.32000 30863.64| 16.54000 13678.58 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0068 715-05048 25802.000 LFT | 3.30000 85146.60| 1.76000 45411.52| 2.60000 67085.20 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0069 715-05053 1910.000 LFT | 11.20000 21392.00| 15.40000 29414.00| 12.00000 22920.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0070 715-05119 80.000 LFT | 42.40000 3392.00| 39.72000 3177.60| 43.88000 3510.40 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0071 715-05121 175.000 LFT | 45.15000 7901.25| 42.33000 7407.75| 23.72000 4151.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0072 715-05123 144.000 LFT | 52.00000 7488.00| 48.29000 6953.76| 41.94000 6039.36 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0073 715-05151 2609.000 LFT | 82.70000 215764.30| 88.11000 229878.99| 134.76000 351588.84 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0074 715-05152 803.000 LFT | 39.65000 31838.95| 43.03000 34553.09| 24.64000 19785.92 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0075 715-05168 160.000 LFT | 33.60000 5376.00| 37.76000 6041.60| 16.44000 2630.40 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0076 715-05169 821.000 LFT | 46.20000 37930.20| 38.87000 31912.27| 40.65000 33373.65 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0077 715-05820 77.000 LFT | 74.20000 5713.40| 79.14000 6093.78| 51.89000 3995.53 PIPE, REINFORCED CONCRETE , 36 IN. | | | 0078 715-09064 6395.000 LFT | 1.40000 8953.00| 1.40000 8953.00| 1.10000 7034.50 VIDEO INSPECTION FOR PIPE | | | 0079 715-46000 2.000 EACH | 71.50000 143.00| 553.02000 1106.04| 356.00000 712.00 PIPE END SECTION, 12 IN. | | | 0080 715-46005 25.000 EACH | 96.80000 2420.00| 439.62000 10990.50| 392.00000 9800.00 PIPE END SECTION, 15 IN. | | | 0081 715-46010 7.000 EACH | 130.00000 910.00| 497.74000 3484.18| 439.00000 3073.00 PIPE END SECTION, 18 IN. | | | 0082 715-46020 2.000 EACH | 185.00000 370.00| 440.35000 880.70| 530.00000 1060.00 PIPE END SECTION, 24 IN. | | | 0083 715-46040 11.000 EACH | 443.00000 4873.00| 974.76000 10722.36| 877.50000 9652.50 PIPE END SECTION, 36 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 250 -13 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -30646-A COUNTIES : MARSHALL LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1065659 |( 5 ) 38-2051611 |( 6 ) 35-1120685 |BROOKS CONSTRUCTION COMPANY |HOFFMAN BROTHERS INC |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0084 718-06528 41.000 EACH | 550.00000 22550.00| 588.87000 24143.67| 1000.00000 41000.00 OUTLET PROTECTOR, 1 | | | 0085 718-06529 1.000 EACH | 475.00000 475.00| 588.87000 588.87| 750.00000 750.00 OUTLET PROTECTOR, 2 | | | 0086 718-06531 5.000 EACH | 450.00000 2250.00| 588.87000 2944.35| 650.00000 3250.00 OUTLET PROTECTOR, 3 | | | 0087 718-06532 25802.000 LFT | 0.80000 20641.60| 0.80000 20641.60| 0.80000 20641.60 VIDEO INSPECTION FOR UNDERDRAINS | | | 0088 718-52610 3013.000 CYS | 35.00000 105455.00| 37.04000 111601.52| 50.00000 150650.00 AGGREGATE FOR UNDERDRAINS | | | 0089 718-99153 20068.000 SYS | 1.20000 24081.60| 0.83000 16656.44| 1.00000 20068.00 GEOTEXTILES FOR UNDERDRAIN | | | 0090 720-45030 3.000 EACH | 1755.00000 5265.00| 1081.40000 3244.20| 1287.79000 3863.37 INLET, E7 | | | 0091 720-45130 3.000 EACH | 1755.00000 5265.00| 1081.40000 3244.20| 1317.79000 3953.37 INLET, E7, MODIFIED | | | 0092 720-45410 18.000 EACH | 2665.00000 47970.00| 2361.78000 42512.04| 3350.62000 60311.16 MANHOLE, C4 | | | 0093 720-94840 1.000 EACH | 170.00000 170.00| 278.58000 278.58| 300.00000 300.00 CASTING, ADJUST TO GRADE, WATER VALVE | | | 0094 720-98555 4.000 EACH | 2260.00000 9040.00| 2144.19000 8576.76| 2166.68000 8666.72 INLET, C15 | | | 0095 732-07653 9482.000 TON | 19.60000 185847.20| 15.79000 149720.78| 23.15000 219508.30 COARSE AGGREGATE, NO. 8 | | | 0096 801-03290 4.000 EACH | 365.00000 1460.00| 199.15000 796.60| 169.00000 676.00 CONSTRUCTION SIGN, C | | | 0097 801-04308 10.000 EACH | 325.00000 3250.00| 306.38000 3063.80| 260.00000 2600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0098 801-06625 32.000 EACH | 107.00000 3424.00| 88.38000 2828.16| 75.00000 2400.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0099 801-06640 12.000 EACH | 245.00000 2940.00| 153.19000 1838.28| 130.00000 1560.00 CONSTRUCTION SIGN, A | | | 0100 801-06645 4.000 EACH | 55.00000 220.00| 58.92000 235.68| 50.00000 200.00 CONSTRUCTION SIGN, B | | | 0101 801-06775 LUMP | 138747.76000 138747.76| 32286.44000 32286.44| 145000.00000 145000.00 MAINTAINING TRAFFIC | | | 0102 801-07118 252.000 LFT | 11.00000 2772.00| 19.56000 4929.12| 18.00000 4536.00 BARRICADE, III-A | | | 0103 801-07119 12.000 LFT | 12.55000 150.60| 19.56000 234.72| 18.00000 216.00 BARRICADE, III-B | | | 0104 802-05701 553.500 LFT | 18.00000 9963.00| 14.00000 7749.00| 15.00000 8302.50 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 250 -14 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -30646-A COUNTIES : MARSHALL LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1065659 |( 5 ) 38-2051611 |( 6 ) 35-1120685 |BROOKS CONSTRUCTION COMPANY |HOFFMAN BROTHERS INC |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0105 802-07060 7.000 EACH | 100.00000 700.00| 145.00000 1015.00| 200.00000 1400.00 SIGN, SHEET, RELOCATE | | | 0106 802-76025 197.640 SFT | 16.00000 3162.24| 11.45000 2262.98| 9.00000 1778.76 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0107 802-76035 138.000 SFT | 17.00000 2346.00| 14.00000 1932.00| 9.75000 1345.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0108 802-76045 24.580 SFT | 27.00000 663.66| 18.00000 442.44| 12.00000 294.96 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0109 808-06703 27348.000 LFT | 0.32000 8751.36| 0.27000 7383.96| 0.27000 7383.96 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0110 808-06706 344.000 LFT | 4.00000 1376.00| 4.00000 1376.00| 4.00000 1376.00 LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0111 808-74809 2.000 EACH | 898.00000 1796.00| 800.00000 1600.00| 800.00000 1600.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (R X R) | | | 0112 808-75240 2000.000 LFT | 0.32000 640.00| 0.27000 540.00| 0.27000 540.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0113 808-75245 23050.000 LFT | 0.32000 7376.00| 0.27000 6223.50| 0.27000 6223.50 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0114 808-75320 29.000 EACH | 65.00000 1885.00| 65.00000 1885.00| 65.00000 1885.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0115 808-75325 26.000 EACH | 89.00000 2314.00| 85.00000 2210.00| 85.00000 2210.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0116 808-92027 5460.000 LFT | 0.68000 3712.80| 0.80000 4368.00| 0.80000 4368.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0117 808-96016 524.000 LFT | 2.00000 1048.00| 2.00000 1048.00| 2.00000 1048.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | 0118 808-99176 465.000 LFT | 3.55000 1650.75| 4.00000 1860.00| 4.00000 1860.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 24 | | | IN. | | | 0119 207-08267 2546.000 SYS | 6.90000 17567.40| 5.64000 14359.44| 11.00000 28006.00 SUBGRADE TREATMENT, TYPE IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 250 -15 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -30646-A COUNTIES : MARSHALL LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1065659 |( 5 ) 38-2051611 |( 6 ) 35-1120685 |BROOKS CONSTRUCTION COMPANY |HOFFMAN BROTHERS INC |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0120 401-07321 4684.000 TON | 52.00000 243568.00| 53.00000 248252.00| 60.00000 281040.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0121 401-07356 7681.000 TON | 51.00000 391731.00| 47.00000 361007.00| 55.50000 426295.50 QC/QA-HMA, 2, 64, INTERMEDIATE, 9.5 mm | | | SECTION TOTALS | $ 5,523,376.00| $ 5,659,100.55| $ 5,660,776.87 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,523,376.00| $ 5,659,100.55| $ 5,660,776.87 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 250 -16 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -30646-A COUNTIES : MARSHALL LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1875662 |( 8 ) 35-0997978 |( 9 ) 35-1489621 |CRIDER & CRIDER INC |PHEND & BROWN INC |HRP CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP | 75000.00000 75000.00| 33900.00000 33900.00| 105000.00000 105000.00 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 | 300000.00000 300000.00| 310000.00000 310000.00| 350000.00000 350000.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 50000.00000 50000.00| 80000.00000 80000.00| 140000.00000 140000.00 CLEARING RIGHT OF WAY | | | 0010 202-74025 2047.000 LFT | 1.45000 2968.15| 3.00000 6141.00| 2.25000 4605.75 FENCE, REMOVE | | | 0011 202-74035 17.000 EACH | 55.00000 935.00| 12.50000 212.50| 55.00000 935.00 SIGN, REMOVE | | | 0012 203-02000 99082.000 CYS | 12.50000 1238525.00| 7.20000 713390.40| 17.10000 1694302.20 EXCAVATION, COMMON | | | 0013 204-08415 34.000 EACH | 250.00000 8500.00| 24.00000 816.00| 132.35000 4499.90 STAKES, SETTLEMENT | | | 0014 205-02770 636.000 SYS | 2.22000 1411.92| 2.22000 1411.92| 2.22000 1411.92 EROSION CONTROL BLANKET | | | 0015 205-03371 1000.000 CYS | 25.00000 25000.00| 7.00000 7000.00| 4.00000 4000.00 SEDIMENT, REMOVE | | | 0016 205-06931 1138.000 TON | 50.00000 56900.00| 62.00000 70556.00| 22.00000 25036.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0017 205-06932 1457.000 LFT | 8.52000 12413.64| 8.52000 12413.64| 8.52000 12413.64 TEMPORARY CHECK DAM, STRAW BALES | | | 0018 205-06933 49.000 EACH | 85.00000 4165.00| 85.00000 4165.00| 85.00000 4165.00 TEMPORARY DITCH INLET PROTECTION | | | 0019 205-08511 19352.000 LFT | 1.36000 26318.72| 1.36000 26318.72| 1.36000 26318.72 EROSION CONTROL , TEMPORARY ADN | | | SEDIMENT CONTROL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 250 -17 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -30646-A COUNTIES : MARSHALL LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1875662 |( 8 ) 35-0997978 |( 9 ) 35-1489621 |CRIDER & CRIDER INC |PHEND & BROWN INC |HRP CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-09543 750.000 TON | 35.00000 26250.00| 22.00000 16500.00| 18.00000 13500.00 NO 2 STONE | | | 0021 207-08263 13736.000 SYS | 5.00000 68680.00| 4.50000 61812.00| 3.80000 52196.80 SUBGRADE TREATMENT, TYPE IA | | | 0022 207-08264 29764.000 SYS | 1.25000 37205.00| 3.40000 101197.60| 2.80000 83339.20 SUBGRADE TREATMENT, TYPE II | | | 0023 207-08265 34084.000 SYS | 4.00000 136336.00| 3.40000 115885.60| 2.80000 95435.20 SUBGRADE TREATMENT, TYPE IIA | | | 0024 211-09264 10328.000 CYS | 30.00000 309840.00| 12.00000 123936.00| 30.00000 309840.00 STRUCTURE BACKFILL, TYPE 1 | | | 0025 301-07448 7746.000 TON | 30.00000 232380.00| 36.00000 278856.00| 23.00000 178158.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 304-07490 149.000 TON | 60.00000 8940.00| 65.00000 9685.00| 47.00000 7003.00 HMA PATCHING, TYPE B | | | 0027 304-07494 126.000 TON | 63.00000 7938.00| 86.00000 10836.00| 47.00000 5922.00 WIDENING WITH HMA, TYPE C | | | 0028 306-08034 690.000 SYS | 4.50000 3105.00| 8.00000 5520.00| 3.50000 2415.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0029 306-08043 220.000 SYS | 4.50000 990.00| 8.00000 1760.00| 3.50000 770.00 MILLING, TRANSITION | | | 0030 401-06264 LUMP | 2000.00000 2000.00| 3600.00000 3600.00| 6000.00000 6000.00 PROFILOGRAPH, HMA | | | 0033 401-07423 16810.000 TON | 43.00000 722830.00| 52.00000 874120.00| 47.00000 790070.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0034 401-07429 6369.000 TON | 55.00000 350295.00| 68.00000 433092.00| 48.00000 305712.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0035 402-07433 1251.000 TON | 80.00000 100080.00| 90.00000 112590.00| 58.00000 72558.00 HMA SURFACE, TYPE B | | | 0036 402-07441 3755.000 TON | 50.00000 187750.00| 70.00000 262850.00| 47.00000 176485.00 HMA BASE, TYPE B | | | 0037 406-05520 19.000 TON | 1000.00000 19000.00| 100.00000 1900.00| 2000.00000 38000.00 ASPHALT FOR TACK COAT | | | 0038 601-01700 1.000 EACH | 2000.00000 2000.00| 2000.00000 2000.00| 1995.00000 1995.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0039 601-61390 1.000 EACH | 50.00000 50.00| 50.00000 50.00| 45.00000 45.00 GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0040 601-99105 581.250 LFT | 20.00000 11625.00| 20.00000 11625.00| 18.00000 10462.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0041 605-06140 1540.000 LFT | 13.00000 20020.00| 9.79000 15076.60| 14.00000 21560.00 CURB AND GUTTER, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 250 -18 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -30646-A COUNTIES : MARSHALL LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1875662 |( 8 ) 35-0997978 |( 9 ) 35-1489621 |CRIDER & CRIDER INC |PHEND & BROWN INC |HRP CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 605-06210 44.000 LFT | 80.00000 3520.00| 100.00000 4400.00| 100.00000 4400.00 CENTER CURB, C, CONCRETE | | | 0043 607-06385 321.000 LFT | 50.00000 16050.00| 77.00000 24717.00| 65.00000 20865.00 PAVED SIDE DITCH, L | | | 0044 610-07487 1191.000 TON | 73.00000 86943.00| 80.00000 95280.00| 47.00000 55977.00 HMA FOR APPROACHES, TYPE B | | | 0045 611-06497 5.000 EACH | 140.00000 700.00| 140.00000 700.00| 190.00000 950.00 MAILBOX ASSEMBLY, SINGLE | | | 0046 611-06498 5.000 EACH | 170.00000 850.00| 170.00000 850.00| 220.00000 1100.00 MAILBOX ASSEMBLY, DOUBLE | | | 0047 611-08232 7.000 EACH | 140.00000 980.00| 140.00000 980.00| 255.00000 1785.00 MAILBOX ASSEMBLY, SINGLE, RESET | | | 0048 615-06490 23.000 EACH | 145.00000 3335.00| 145.00000 3335.00| 135.00000 3105.00 RIGHT OF WAY MARKER | | | 0049 615-06505 10.000 EACH | 550.00000 5500.00| 550.00000 5500.00| 750.00000 7500.00 MONUMENT, B | | | 0050 615-06510 1.000 EACH | 350.00000 350.00| 350.00000 350.00| 600.00000 600.00 MONUMENT, C | | | 0051 616-02320 1123.000 SYS | 1.00000 1123.00| 1.94000 2178.62| 2.00000 2246.00 GEOTEXTILES | | | 0052 616-05688 27.000 TON | 75.00000 2025.00| 65.00000 1755.00| 70.00000 1890.00 RIPRAP, CLASS 1 | | | 0053 616-06405 900.000 TON | 40.00000 36000.00| 39.00000 35100.00| 22.00000 19800.00 RIPRAP, REVETMENT | | | 0054 621-01004 2.000 EACH | 400.00000 800.00| 400.00000 800.00| 400.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0055 621-02356 109.000 LBS | 61.00000 6649.00| 61.00000 6649.00| 61.00000 6649.00 SEEDING, WETLAND | | | 0056 621-06545 14.000 TON | 550.00000 7700.00| 550.00000 7700.00| 550.00000 7700.00 FERTILIZER | | | 0057 621-06553 3269.000 LBS | 4.88000 15952.72| 4.88000 15952.72| 4.88000 15952.72 SEED MIXTURE, R | | | 0058 621-06557 1981.000 LBS | 1.98000 3922.38| 1.98000 3922.38| 1.98000 3922.38 SEED MIXTURE, T | | | 0059 621-06565 68.000 TON | 250.00000 17000.00| 250.00000 17000.00| 250.00000 17000.00 MULCHING MATERIAL | | | 0060 621-06567 285.000 kGAL | 1.00000 285.00| 1.00000 285.00| 1.00000 285.00 WATER | | | 0061 621-06575 8168.000 SYS | 3.50000 28588.00| 2.76000 22543.68| 2.76000 22543.68 SODDING, NURSERY | | | 0062 628-09402 18.000 MOS | 2000.00000 36000.00| 1700.00000 30600.00| 1800.00000 32400.00 FIELD OFFICE, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 250 -19 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -30646-A COUNTIES : MARSHALL LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1875662 |( 8 ) 35-0997978 |( 9 ) 35-1489621 |CRIDER & CRIDER INC |PHEND & BROWN INC |HRP CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0063 628-09407 18.000 MOS | 200.00000 3600.00| 240.00000 4320.00| 231.00000 4158.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , ONE EACH | | | 0064 715-03475 4.000 EACH | 500.00000 2000.00| 565.00000 2260.00| 700.00000 2800.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0065 715-04611 1.000 EACH | 500.00000 500.00| 565.00000 565.00| 650.00000 650.00 SAFETY METAL END SECTION, 4:1, 12 IN. | | | 0066 715-05019 699.000 LFT | 50.00000 34950.00| 89.00000 62211.00| 50.00000 34950.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0067 715-05028 827.000 LFT | 20.00000 16540.00| 23.00000 19021.00| 20.00000 16540.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0068 715-05048 25802.000 LFT | 3.50000 90307.00| 2.85000 73535.70| 3.50000 90307.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0069 715-05053 1910.000 LFT | 15.00000 28650.00| 14.00000 26740.00| 10.00000 19100.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0070 715-05119 80.000 LFT | 25.00000 2000.00| 28.00000 2240.00| 21.00000 1680.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0071 715-05121 175.000 LFT | 28.00000 4900.00| 60.00000 10500.00| 22.00000 3850.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0072 715-05123 144.000 LFT | 36.00000 5184.00| 67.00000 9648.00| 32.00000 4608.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0073 715-05151 2609.000 LFT | 44.00000 114796.00| 253.00000 660077.00| 273.00000 712257.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0074 715-05152 803.000 LFT | 30.00000 24090.00| 44.00000 35332.00| 27.00000 21681.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0075 715-05168 160.000 LFT | 21.00000 3360.00| 25.00000 4000.00| 18.00000 2880.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0076 715-05169 821.000 LFT | 25.00000 20525.00| 26.00000 21346.00| 24.00000 19704.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0077 715-05820 77.000 LFT | 55.00000 4235.00| 74.00000 5698.00| 50.00000 3850.00 PIPE, REINFORCED CONCRETE , 36 IN. | | | 0078 715-09064 6395.000 LFT | 1.40000 8953.00| 1.40000 8953.00| 0.85000 5435.75 VIDEO INSPECTION FOR PIPE | | | 0079 715-46000 2.000 EACH | 375.00000 750.00| 175.00000 350.00| 350.00000 700.00 PIPE END SECTION, 12 IN. | | | 0080 715-46005 25.000 EACH | 400.00000 10000.00| 230.00000 5750.00| 400.00000 10000.00 PIPE END SECTION, 15 IN. | | | 0081 715-46010 7.000 EACH | 480.00000 3360.00| 328.00000 2296.00| 500.00000 3500.00 PIPE END SECTION, 18 IN. | | | 0082 715-46020 2.000 EACH | 625.00000 1250.00| 541.00000 1082.00| 600.00000 1200.00 PIPE END SECTION, 24 IN. | | | 0083 715-46040 11.000 EACH | 850.00000 9350.00| 1245.00000 13695.00| 1200.00000 13200.00 PIPE END SECTION, 36 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 250 -20 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -30646-A COUNTIES : MARSHALL LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1875662 |( 8 ) 35-0997978 |( 9 ) 35-1489621 |CRIDER & CRIDER INC |PHEND & BROWN INC |HRP CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0084 718-06528 41.000 EACH | 585.00000 23985.00| 400.00000 16400.00| 750.00000 30750.00 OUTLET PROTECTOR, 1 | | | 0085 718-06529 1.000 EACH | 585.00000 585.00| 400.00000 400.00| 700.00000 700.00 OUTLET PROTECTOR, 2 | | | 0086 718-06531 5.000 EACH | 585.00000 2925.00| 400.00000 2000.00| 600.00000 3000.00 OUTLET PROTECTOR, 3 | | | 0087 718-06532 25802.000 LFT | 0.80000 20641.60| 0.80000 20641.60| 0.85000 21931.70 VIDEO INSPECTION FOR UNDERDRAINS | | | 0088 718-52610 3013.000 CYS | 40.00000 120520.00| 27.00000 81351.00| 23.00000 69299.00 AGGREGATE FOR UNDERDRAINS | | | 0089 718-99153 20068.000 SYS | 0.85000 17057.80| 1.10000 22074.80| 1.00000 20068.00 GEOTEXTILES FOR UNDERDRAIN | | | 0090 720-45030 3.000 EACH | 1300.00000 3900.00| 972.00000 2916.00| 3800.00000 11400.00 INLET, E7 | | | 0091 720-45130 3.000 EACH | 1250.00000 3750.00| 1110.00000 3330.00| 3800.00000 11400.00 INLET, E7, MODIFIED | | | 0092 720-45410 18.000 EACH | 4800.00000 86400.00| 4260.00000 76680.00| 11700.00000 210600.00 MANHOLE, C4 | | | 0093 720-94840 1.000 EACH | 1000.00000 1000.00| 181.00000 181.00| 200.00000 200.00 CASTING, ADJUST TO GRADE, WATER VALVE | | | 0094 720-98555 4.000 EACH | 2300.00000 9200.00| 2640.00000 10560.00| 5400.00000 21600.00 INLET, C15 | | | 0095 732-07653 9482.000 TON | 20.00000 189640.00| 16.99000 161099.18| 15.00000 142230.00 COARSE AGGREGATE, NO. 8 | | | 0096 801-03290 4.000 EACH | 365.00000 1460.00| 169.00000 676.00| 169.00000 676.00 CONSTRUCTION SIGN, C | | | 0097 801-04308 10.000 EACH | 325.00000 3250.00| 260.00000 2600.00| 260.00000 2600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0098 801-06625 32.000 EACH | 107.00000 3424.00| 75.00000 2400.00| 75.00000 2400.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0099 801-06640 12.000 EACH | 245.00000 2940.00| 130.00000 1560.00| 130.00000 1560.00 CONSTRUCTION SIGN, A | | | 0100 801-06645 4.000 EACH | 55.00000 220.00| 50.00000 200.00| 50.00000 200.00 CONSTRUCTION SIGN, B | | | 0101 801-06775 LUMP | 100000.00000 100000.00| 57300.00000 57300.00| 94000.00000 94000.00 MAINTAINING TRAFFIC | | | 0102 801-07118 252.000 LFT | 11.00000 2772.00| 18.00000 4536.00| 18.00000 4536.00 BARRICADE, III-A | | | 0103 801-07119 12.000 LFT | 12.55000 150.60| 18.00000 216.00| 18.00000 216.00 BARRICADE, III-B | | | 0104 802-05701 553.500 LFT | 14.00000 7749.00| 10.00000 5535.00| 14.00000 7749.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 250 -21 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -30646-A COUNTIES : MARSHALL LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1875662 |( 8 ) 35-0997978 |( 9 ) 35-1489621 |CRIDER & CRIDER INC |PHEND & BROWN INC |HRP CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0105 802-07060 7.000 EACH | 145.00000 1015.00| 23.50000 164.50| 145.00000 1015.00 SIGN, SHEET, RELOCATE | | | 0106 802-76025 197.640 SFT | 11.45000 2262.98| 12.00000 2371.68| 11.45000 2262.98 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0107 802-76035 138.000 SFT | 14.00000 1932.00| 13.00000 1794.00| 14.00000 1932.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0108 802-76045 24.580 SFT | 18.00000 442.44| 26.00000 639.08| 18.00000 442.44 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0109 808-06703 27348.000 LFT | 0.32000 8751.36| 0.27000 7383.96| 0.27000 7383.96 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0110 808-06706 344.000 LFT | 4.00000 1376.00| 4.00000 1376.00| 4.00000 1376.00 LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0111 808-74809 2.000 EACH | 898.00000 1796.00| 800.00000 1600.00| 800.00000 1600.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (R X R) | | | 0112 808-75240 2000.000 LFT | 0.32000 640.00| 0.27000 540.00| 0.27000 540.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0113 808-75245 23050.000 LFT | 0.32000 7376.00| 0.27000 6223.50| 0.27000 6223.50 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0114 808-75320 29.000 EACH | 65.00000 1885.00| 65.00000 1885.00| 65.00000 1885.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0115 808-75325 26.000 EACH | 89.00000 2314.00| 85.00000 2210.00| 85.00000 2210.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0116 808-92027 5460.000 LFT | 0.68000 3712.80| 0.80000 4368.00| 0.80000 4368.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0117 808-96016 524.000 LFT | 2.00000 1048.00| 2.00000 1048.00| 2.00000 1048.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | 0118 808-99176 465.000 LFT | 3.55000 1650.75| 4.00000 1860.00| 4.00000 1860.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 24 | | | IN. | | | 0119 207-08267 2546.000 SYS | 15.00000 38190.00| 20.00000 50920.00| 6.00000 15276.00 SUBGRADE TREATMENT, TYPE IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 250 -22 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -30646-A COUNTIES : MARSHALL LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1875662 |( 8 ) 35-0997978 |( 9 ) 35-1489621 |CRIDER & CRIDER INC |PHEND & BROWN INC |HRP CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0120 401-07321 4684.000 TON | 52.00000 243568.00| 59.00000 276356.00| 58.00000 271672.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0121 401-07356 7681.000 TON | 51.00000 391731.00| 53.00000 407093.00| 55.00000 422455.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 9.5 mm | | | SECTION TOTALS | $ 6,024,291.86| $ 6,199,930.38| $ 7,145,347.94 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,024,291.86| $ 6,199,930.38| $ 7,145,347.94 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 260 -1 VENDOR RANKING CALL ORDER : 260 CONTRACT ID : R -30654-A COUNTIES : VANDERBURGH LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT DESCRIPTION : NEW ROAD CONSTRUCTION COMPLETION DATE : 11/30/10 LOCATION : ON KORESSEL ROAD FROM UPPER MT. VERNON NORTH TO MARX ROAD PROJECT(S) : 0500143 , PHASE 2 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 6,105,492.10 100.0000% 2 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 6,136,908.65 100.5146% 3 35-1139301 E & B PAVING INC $ 6,220,000.00 101.8755% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 6,225,000.00 101.9574% 5 35-1875662 CRIDER & CRIDER INC $ 6,285,271.25 102.9445% 6 35-1878024 RAGLE INC $ 6,293,690.52 103.0824% 7 35-1057095 BLANKENBERGER BROTHERS INC $ 6,466,890.00 105.9192% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 260 -2 TABULATION OF BIDS CALL ORDER : 260 CONTRACT ID : R -30654-A COUNTIES : VANDERBURGH LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 05-0558668 |( 2 ) 35-1009310 |( 3 ) 35-1139301 |WEDDLE BROTHERS HIGHWAY GROU |DEIG BROTHERS LUMBER & CONST |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP | 81120.00000 81120.00| 78760.00000 78760.00| 88395.03000 88395.03 CONSTRUCTION ENGINEERING | | | 0002 105-06845 LUMP | 7865.00000 7865.00| 20590.00000 20590.00| 1.00000 1.00 CONSTRUCTION ENGINEERING , WETLAND | | | 0003 105-08520 2.000 EACH | 228.13000 456.26| 155.00000 310.00| 75.00000 150.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 36.000 MOS | 57.00000 2052.00| 206.00000 7416.00| 75.00000 2700.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0008 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0009 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 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 | 305300.00000 305300.00| 300000.00000 300000.00| 332868.20000 332868.20 MOBILIZATION AND DEMOBILIZATION | | | 0015 201-52370 LUMP | 61400.00000 61400.00| 79330.00000 79330.00| 93900.00000 93900.00 CLEARING RIGHT OF WAY | | | 0016 202-01261 1.000 EACH | 628.50000 628.50| 268.00000 268.00| 400.00000 400.00 TESTING FOR ASBESTOS | | | 0017 202-03000 LUMP | 10715.00000 10715.00| 6850.00000 6850.00| 9300.00000 9300.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 4 | | | 0018 202-05823 1.000 EACH | 3500.00000 3500.00| 2430.00000 2430.00| 8000.00000 8000.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, UNDER 3000 GAL LONS CAPACITY | | | 0020 203-02000 276375.000 CYS | 3.19000 881636.25| 4.00000 1105500.00| 3.80000 1050225.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 260 -3 TABULATION OF BIDS CALL ORDER : 260 CONTRACT ID : R -30654-A COUNTIES : VANDERBURGH LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 05-0558668 |( 2 ) 35-1009310 |( 3 ) 35-1139301 |WEDDLE BROTHERS HIGHWAY GROU |DEIG BROTHERS LUMBER & CONST |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 203-02000 9080.000 CYS | 4.88000 44310.40| 10.50000 95340.00| 4.40000 39952.00 EXCAVATION, COMMON , WETLAND | | | 0022 204-02290 12.000 EACH | 830.85000 9970.20| 1020.00000 12240.00| 750.00000 9000.00 SETTLEMENT PLATE | | | 0023 204-08414 48.000 EACH | 202.60000 9724.80| 263.00000 12624.00| 80.00000 3840.00 STAKES, LATERAL | | | 0024 204-08415 24.000 EACH | 202.60000 4862.40| 320.00000 7680.00| 80.00000 1920.00 STAKES, SETTLEMENT | | | 0025 205-03371 106.000 CYS | 7.31000 774.86| 5.75000 609.50| 10.00000 1060.00 SEDIMENT, REMOVE | | | 0026 205-06930 11.000 TON | 93.20000 1025.20| 32.00000 352.00| 64.00000 704.00 SPLASHPAD, RIPRAP | | | 0027 205-06931 1569.000 TON | 41.05000 64407.45| 32.00000 50208.00| 38.00000 59622.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0028 205-06931 7.000 TON | 63.67000 445.69| 32.00000 224.00| 100.00000 700.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP , | | | WETLAND | | | 0029 205-06932 1188.000 LFT | 14.26000 16940.88| 5.60000 6652.80| 5.90000 7009.20 TEMPORARY CHECK DAM, STRAW BALES | | | 0030 205-06933 10.000 EACH | 96.40000 964.00| 118.50000 1185.00| 130.00000 1300.00 TEMPORARY DITCH INLET PROTECTION | | | 0031 205-06934 125.000 TON | 291.62000 36452.50| 350.00000 43750.00| 340.00000 42500.00 TEMPORARY MULCHING | | | 0032 205-06934 16.000 TON | 303.78000 4860.48| 350.00000 5600.00| 340.00000 5440.00 TEMPORARY MULCHING , WETLAND | | | 0033 205-06936 278.000 TON | 43.22000 12015.16| 17.00000 4726.00| 30.00000 8340.00 TEMPORARY SEDIMENT TRAP | | | 0034 205-06937 525.000 LFT | 2.24000 1176.00| 1.25000 656.25| 6.00000 3150.00 TEMPORARY SILT FENCE | | | 0035 205-06937 4200.000 LFT | 2.24000 9408.00| 1.25000 5250.00| 3.00000 12600.00 TEMPORARY SILT FENCE , WETLAND | | | 0036 205-06938 203.000 LFT | 18.31000 3716.93| 17.25000 3501.75| 20.00000 4060.00 TEMPORARY SLOPE DRAIN | | | 0037 205-09543 100.000 TON | 21.72000 2172.00| 24.00000 2400.00| 26.00000 2600.00 NO 2 STONE | | | 0038 205-09543 100.000 TON | 26.32000 2632.00| 24.00000 2400.00| 26.00000 2600.00 NO 2 STONE , WETLAND | | | 0040 207-08263 66605.000 SYS | 4.14000 275744.70| 3.75000 249768.75| 4.00000 266420.00 SUBGRADE TREATMENT, TYPE IA | | | 0041 207-08267 462.000 SYS | 11.53000 5326.86| 7.50000 3465.00| 15.00000 6930.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0042 211-02050 5165.000 CYS | 22.38000 115592.70| 19.25000 99426.25| 30.25000 156241.25 B BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 260 -4 TABULATION OF BIDS CALL ORDER : 260 CONTRACT ID : R -30654-A COUNTIES : VANDERBURGH LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 05-0558668 |( 2 ) 35-1009310 |( 3 ) 35-1139301 |WEDDLE BROTHERS HIGHWAY GROU |DEIG BROTHERS LUMBER & CONST |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0043 211-09264 1171.000 CYS | 34.86000 40821.06| 21.20000 24825.20| 26.76000 31335.96 STRUCTURE BACKFILL, TYPE 1 | | | 0044 211-09265 997.000 CYS | 29.15000 29062.55| 37.00000 36889.00| 42.80000 42671.60 STRUCTURE BACKFILL, TYPE 2 | | | 0045 211-09268 14.000 CYS | 282.67000 3957.38| 103.00000 1442.00| 190.00000 2660.00 STRUCTURE BACKFILL, TYPE 5 , WETLAND | | | 0046 301-07448 8341.000 TON | 29.40000 245225.40| 20.60000 171824.60| 22.50000 187672.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0047 302-06464 12380.000 CYS | 37.48000 464002.40| 33.00000 408540.00| 39.00000 482820.00 SUBBASE FOR PCCP | | | 0048 401-07320 1416.000 TON | 63.90000 90482.40| 62.80000 88924.80| 61.00000 86376.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0049 401-07389 2921.000 TON | 56.57000 165240.97| 55.60000 162407.60| 54.00000 157734.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0050 401-07406 3333.000 TON | 50.28000 167583.24| 49.50000 164983.50| 48.00000 159984.00 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0051 406-05520 10.000 TON | 104.75000 1047.50| 103.00000 1030.00| 100.00000 1000.00 ASPHALT FOR TACK COAT | | | 0052 501-06266 LUMP | 3542.03000 3542.03| 3480.00000 3480.00| 3381.41000 3381.41 PROFILOGRAPH, PCCP | | | 0053 501-06321 40768.000 SYS | 28.36000 1156180.48| 28.50000 1161888.00| 27.72000 1130088.96 QC/QA-PCCP, 10 IN. | | | 0054 501-06727 LUMP | 3454.85000 3454.85| 3395.00000 3395.00| 3298.19000 3298.19 CORING, PCCP | | | 0055 503-03489 70.000 EACH | 15.71000 1099.70| 15.50000 1085.00| 15.00000 1050.00 RETROFITTED TIE BARS | | | 0056 503-05240 20397.000 LFT | 8.94000 182349.18| 8.80000 179493.60| 8.53000 173986.41 D-1 CONTRACTION JOINT | | | 0057 603-06040 15354.000 LFT | 4.72000 72470.88| 4.55000 69860.70| 4.90000 75234.60 FENCE, FARM FIELD, 47 IN. | | | 0058 603-06045 943.000 LFT | 12.51000 11796.93| 11.00000 10373.00| 12.90000 12164.70 FENCE, CHAIN LINK, 48 IN. | | | 0059 610-07487 2015.000 TON | 58.66000 118199.90| 57.75000 116366.25| 56.00000 112840.00 HMA FOR APPROACHES, TYPE B | | | 0060 611-06497 1.000 EACH | 130.94000 130.94| 130.00000 130.00| 175.00000 175.00 MAILBOX ASSEMBLY, SINGLE | | | 0061 615-06505 3.000 EACH | 623.26000 1869.78| 612.00000 1836.00| 500.00000 1500.00 MONUMENT, B | | | 0062 615-06510 10.000 EACH | 518.51000 5185.10| 509.00000 5090.00| 350.00000 3500.00 MONUMENT, C | | | 0063 616-02320 11860.000 SYS | 1.59000 18857.40| 2.00000 23720.00| 1.15000 13639.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 260 -5 TABULATION OF BIDS CALL ORDER : 260 CONTRACT ID : R -30654-A COUNTIES : VANDERBURGH LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 05-0558668 |( 2 ) 35-1009310 |( 3 ) 35-1139301 |WEDDLE BROTHERS HIGHWAY GROU |DEIG BROTHERS LUMBER & CONST |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0064 616-05688 157.000 TON | 35.47000 5568.79| 32.00000 5024.00| 35.80000 5620.60 RIPRAP, CLASS 1 | | | 0065 616-06405 4783.000 TON | 27.48000 131436.84| 32.00000 153056.00| 31.10000 148751.30 RIPRAP, REVETMENT | | | 0066 616-06405 219.000 TON | 41.89000 9173.91| 32.00000 7008.00| 41.60000 9110.40 RIPRAP, REVETMENT , WETLAND | | | 0067 616-06451 152.000 TON | 38.20000 5806.40| 32.00000 4864.00| 35.00000 5320.00 RIPRAP, UNIFORM | | | 0068 621-01004 3.000 EACH | 523.75000 1571.25| 731.00000 2193.00| 710.00000 2130.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0069 621-01004 2.000 EACH | 523.75000 1047.50| 731.00000 1462.00| 710.00000 1420.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING , WETLAND | | | 0070 621-02770 286.000 SYS | 1.59000 454.74| 1.70000 486.20| 1.65000 471.90 EROSION CONTROL BLANKET | | | 0071 621-02770 3800.000 SYS | 2.64000 10032.00| 1.70000 6460.00| 1.65000 6270.00 EROSION CONTROL BLANKET , COIR FIBER | | | MATTING, WETLAND | | | 0072 621-04258 15.000 LBS | 55.86000 837.90| 130.00000 1950.00| 125.00000 1875.00 SEED MIXTURE , EMERGENT WETLAND SEED MI | | | 0073 621-04258 430.000 LBS | 1.12000 481.60| 2.65000 1139.50| 2.55000 1096.50 SEED MIXTURE , GRASS, ANNUAL RYE, | | | WETLAND | | | 0074 621-04258 29.000 LBS | 25.67000 744.43| 64.00000 1856.00| 62.00000 1798.00 SEED MIXTURE , SWALE SEED MIX, WETLAND | | | 0075 621-06545 18.000 TON | 1249.14000 22484.52| 767.00000 13806.00| 745.00000 13410.00 FERTILIZER | | | 0076 621-06545 1.000 TON | 1249.14000 1249.14| 767.00000 767.00| 745.00000 745.00 FERTILIZER , WETLAND | | | 0077 621-06553 6987.000 LBS | 1.18000 8244.66| 3.20000 22358.40| 3.10000 21659.70 SEED MIXTURE, R | | | 0078 621-06555 482.000 LBS | 2.56000 1233.92| 4.20000 2024.40| 4.00000 1928.00 SEED MIXTURE, P | | | 0079 621-06557 7500.000 LBS | 0.70000 5250.00| 2.00000 15000.00| 1.90000 14250.00 SEED MIXTURE, T | | | 0080 621-06557 931.000 LBS | 0.70000 651.70| 2.00000 1862.00| 1.90000 1768.90 SEED MIXTURE, T , WETLAND | | | 0081 621-06565 92.000 TON | 303.78000 27947.76| 350.00000 32200.00| 340.00000 31280.00 MULCHING MATERIAL | | | 0082 621-06565 39.000 TON | 303.78000 11847.42| 350.00000 13650.00| 340.00000 13260.00 MULCHING MATERIAL , WETLAND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 260 -6 TABULATION OF BIDS CALL ORDER : 260 CONTRACT ID : R -30654-A COUNTIES : VANDERBURGH LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 05-0558668 |( 2 ) 35-1009310 |( 3 ) 35-1139301 |WEDDLE BROTHERS HIGHWAY GROU |DEIG BROTHERS LUMBER & CONST |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0083 621-06567 90.000 kGAL | 5.24000 471.60| 10.30000 927.00| 10.00000 900.00 WATER | | | 0084 621-06567 3900.000 kGAL | 5.24000 20436.00| 5.75000 22425.00| 5.60000 21840.00 WATER , FOR WETLAND IRRIGATION | | | 0085 621-06574 21202.000 SYS | 5.04000 106858.08| 2.70000 57245.40| 2.61000 55337.22 SODDING | | | 0086 621-06575 1138.000 SYS | 5.39000 6133.82| 2.70000 3072.60| 2.61000 2970.18 SODDING, NURSERY | | | 0087 621-93073 100.000 GAL | 9.95000 995.00| 10.50000 1050.00| 0.95000 95.00 UNDERGROUND STORAGE TANK, LIQUID WASTE | | | DISPOSAL, C | | | 0088 622-05654 80.000 EACH | 4.71000 376.80| 7.00000 560.00| 6.85000 548.00 PLANT, PERENNIAL , EMERGENT WETLAND PLU | | | 0089 622-52436 6.000 EACH | 31.43000 188.58| 55.60000 333.60| 30.00000 180.00 SIGN, DO NOT MOW OR SPRAY | | | 0090 622-52436 14.000 EACH | 31.43000 440.02| 55.60000 778.40| 30.00000 420.00 SIGN, DO NOT MOW OR SPRAY , WETLAND | | | 0091 622-91786 242.000 EACH | 4.71000 1139.82| 4.00000 968.00| 3.95000 955.90 SEEDLING , BARE ROOT, TREES AND SHRUBS | | | 0092 622-91786 7005.000 EACH | 1.94000 13589.70| 4.00000 28020.00| 3.95000 27669.75 SEEDLING , BARE ROOT, TREES AND SHRUBS, | | | WETLAND | | | 0093 628-09402 18.000 MOS | 2287.20000 41169.60| 1545.00000 27810.00| 2343.99000 42191.82 FIELD OFFICE, B | | | 0094 703-51030 530.000 LBS | 0.52000 275.60| 1.00000 530.00| 3.00000 1590.00 REINFORCING STEEL | | | 0095 714-09636 300.000 LFT | 1344.38000 403314.00| 1190.00000 357000.00| 1170.00000 351000.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 14' X 12' | | | 0096 715-05019 895.000 LFT | 63.70000 57011.50| 51.00000 45645.00| 64.20000 57459.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0097 715-05048 26460.000 LFT | 2.41000 63768.60| 2.95000 78057.00| 2.30000 60858.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0098 715-05049 100.000 LFT | 14.40000 1440.00| 21.50000 2150.00| 24.00000 2400.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0099 715-05051 100.000 LFT | 16.57000 1657.00| 23.50000 2350.00| 25.00000 2500.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0100 715-05053 4116.000 LFT | 7.33000 30170.28| 12.40000 51038.40| 7.00000 28812.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0101 715-05119 84.000 LFT | 36.61000 3075.24| 30.00000 2520.00| 34.65000 2910.60 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0102 715-05149 68.000 LFT | 31.68000 2154.24| 31.00000 2108.00| 32.50000 2210.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 260 -7 TABULATION OF BIDS CALL ORDER : 260 CONTRACT ID : R -30654-A COUNTIES : VANDERBURGH LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 05-0558668 |( 2 ) 35-1009310 |( 3 ) 35-1139301 |WEDDLE BROTHERS HIGHWAY GROU |DEIG BROTHERS LUMBER & CONST |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0103 715-05151 264.000 LFT | 36.60000 9662.40| 26.00000 6864.00| 30.40000 8025.60 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0104 715-05169 230.000 LFT | 31.28000 7194.40| 30.00000 6900.00| 31.75000 7302.50 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0105 715-05218 540.000 LFT | 31.70000 17118.00| 24.00000 12960.00| 30.40000 16416.00 PIPE, TYPE 5, CIRCULAR, 15 IN. | | | 0106 715-09064 1851.000 LFT | 1.47000 2720.97| 1.00000 1851.00| 1.40000 2591.40 VIDEO INSPECTION FOR PIPE | | | 0107 715-46000 1.000 EACH | 311.31000 311.31| 467.00000 467.00| 285.00000 285.00 PIPE END SECTION, 12 IN. | | | 0108 715-46005 18.000 EACH | 344.36000 6198.48| 488.00000 8784.00| 335.00000 6030.00 PIPE END SECTION, 15 IN. | | | 0109 715-46040 8.000 EACH | 854.38000 6835.04| 693.00000 5544.00| 750.00000 6000.00 PIPE END SECTION, 36 IN. | | | 0110 715-92537 1039.000 LFT | 23.15000 24052.85| 19.90000 20676.10| 10.00000 10390.00 PIPE, PVC, 8 IN. , WETLAND | | | 0111 718-06529 22.000 EACH | 659.93000 14518.46| 415.00000 9130.00| 630.00000 13860.00 OUTLET PROTECTOR, 2 | | | 0112 718-06531 14.000 EACH | 659.93000 9239.02| 415.00000 5810.00| 630.00000 8820.00 OUTLET PROTECTOR, 3 | | | 0113 718-06532 3000.000 LFT | 0.94000 2820.00| 1.50000 4500.00| 0.90000 2700.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0114 718-52610 2375.000 CYS | 37.71000 89561.25| 30.00000 71250.00| 36.00000 85500.00 AGGREGATE FOR UNDERDRAINS | | | 0115 718-99153 23251.000 SYS | 1.05000 24413.55| 1.20000 27901.20| 1.00000 23251.00 GEOTEXTILES FOR UNDERDRAIN | | | 0116 719-09505 630.000 LFT | 11.21000 7062.30| 6.40000 4032.00| 10.00000 6300.00 TILE INTERCEPT TRENCH EXCAVATION AND | | | LOCATION , WETLAND | | | 0117 720-45070 8.000 EACH | 1693.24000 13545.92| 2290.00000 18320.00| 1980.00000 15840.00 INLET, P12A | | | 0118 720-45275 1.000 EACH | 1905.82000 1905.82| 1910.00000 1910.00| 1650.00000 1650.00 PIPE CATCH BASIN, 24 IN. | | | 0119 732-04749 520.000 LFT | 77.95000 40534.00| 55.00000 28600.00| 36.70000 19084.00 CASING , 12 IN | | | 0120 801-03290 5.000 EACH | 288.06000 1440.30| 284.00000 1420.00| 160.00000 800.00 CONSTRUCTION SIGN, C | | | 0121 801-04308 8.000 EACH | 309.01000 2472.08| 303.00000 2424.00| 345.00000 2760.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0122 801-06203 1500.000 LFT | 0.63000 945.00| 0.65000 975.00| 0.01000 15.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0123 801-06207 1500.000 LFT | 1.32000 1980.00| 1.30000 1950.00| 0.01000 15.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 260 -8 TABULATION OF BIDS CALL ORDER : 260 CONTRACT ID : R -30654-A COUNTIES : VANDERBURGH LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 05-0558668 |( 2 ) 35-1009310 |( 3 ) 35-1139301 |WEDDLE BROTHERS HIGHWAY GROU |DEIG BROTHERS LUMBER & CONST |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0124 801-06640 12.000 EACH | 141.41000 1696.92| 139.00000 1668.00| 145.00000 1740.00 CONSTRUCTION SIGN, A | | | 0125 801-06775 LUMP | 14065.00000 14065.00| 17830.00000 17830.00| 79322.47000 79322.47 MAINTAINING TRAFFIC | | | 0126 801-07118 384.000 LFT | 20.95000 8044.80| 21.00000 8064.00| 11.88000 4561.92 BARRICADE, III-A | | | 0127 801-07119 32.000 LFT | 26.19000 838.08| 25.75000 824.00| 12.95000 414.40 BARRICADE, III-B | | | 0128 802-04314 1.000 EACH | 256.64000 256.64| 252.25000 252.25| 1000.00000 1000.00 SIGN , MITIGATION SITE IDENTIFICATION | | | 0130 802-05701 231.000 LFT | 11.90000 2748.90| 11.70000 2702.70| 18.00000 4158.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0131 802-05702 358.000 LFT | 11.48000 4109.84| 11.30000 4045.40| 17.00000 6086.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0132 802-07059 2.000 EACH | 89.04000 178.08| 87.50000 175.00| 75.00000 150.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0133 802-07060 7.000 EACH | 193.79000 1356.53| 190.50000 1333.50| 100.00000 700.00 SIGN, SHEET, RELOCATE | | | 0134 802-07127 27.000 SFT | 24.09000 650.43| 24.00000 648.00| 27.00000 729.00 SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 0.125 IN. | | | 0135 802-09757 5.000 SFT | 22.00000 110.00| 21.65000 108.25| 27.00000 135.00 SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 0.100 IN. | | | 0136 802-76025 9.000 SFT | 17.81000 160.29| 17.50000 157.50| 18.00000 162.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0137 802-76035 199.000 SFT | 19.90000 3960.10| 19.60000 3900.40| 18.00000 3582.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0138 802-76045 9.000 SFT | 22.00000 198.00| 21.60000 194.40| 19.00000 171.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0139 804-06770 24.000 EACH | 60.76000 1458.24| 59.75000 1434.00| 185.00000 4440.00 DELINEATOR POST , 4 INCH X 4 INCH, | | | WETLAND | | | 0140 804-06771 62.000 EACH | 37.71000 2338.02| 37.00000 2294.00| 35.00000 2170.00 DELINEATOR POST, FLEXIBLE | | | 0141 808-03002 3520.000 LFT | 0.29000 1020.80| 0.65000 2288.00| 0.28000 985.60 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 260 -9 TABULATION OF BIDS CALL ORDER : 260 CONTRACT ID : R -30654-A COUNTIES : VANDERBURGH LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 05-0558668 |( 2 ) 35-1009310 |( 3 ) 35-1139301 |WEDDLE BROTHERS HIGHWAY GROU |DEIG BROTHERS LUMBER & CONST |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0142 808-03631 13651.000 LFT | 0.29000 3958.79| 0.65000 8873.15| 0.28000 3822.28 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0143 808-03632 13570.000 LFT | 0.29000 3935.30| 0.65000 8820.50| 0.28000 3799.60 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0144 808-06368 36.000 LFT | 5.24000 188.64| 5.15000 185.40| 3.95000 142.20 TRANSVERSE MARKING, REMOVE | | | 0145 808-06703 1188.000 LFT | 0.48000 570.24| 0.50000 594.00| 0.95000 1128.60 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0146 808-06716 628.000 LFT | 1.05000 659.40| 1.00000 628.00| 0.65000 408.20 LINE, REMOVE | | | 0147 808-74805 33.000 LFT | 8.38000 276.54| 25.75000 849.75| 8.00000 264.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0148 808-74807 4.000 EACH | 235.69000 942.76| 310.00000 1240.00| 225.00000 900.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0149 808-74808 4.000 EACH | 340.44000 1361.76| 360.00000 1440.00| 325.00000 1300.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0150 808-75245 816.000 LFT | 0.48000 391.68| 0.50000 408.00| 0.95000 775.20 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0151 808-75297 70.000 LFT | 6.18000 432.60| 6.00000 420.00| 8.00000 560.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0152 808-75994 14.000 EACH | 15.71000 219.94| 10.30000 144.20| 15.00000 210.00 PRISMATIC REFLECTOR | | | 0153 808-75998 175.000 EACH | 20.90000 3657.50| 20.50000 3587.50| 19.95000 3491.25 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0154 802-04993 LUMP | 680.88000 680.88| 670.00000 670.00| 4995.00000 4995.00 SIGN , ROAD CLOSURE SIGN ASSEMBLY AND | | | SECTION TOTALS | $ 6,105,492.10| $ 6,136,908.65| $ 6,220,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,105,492.10| $ 6,136,908.65| $ 6,220,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 260 -10 TABULATION OF BIDS CALL ORDER : 260 CONTRACT ID : R -30654-A COUNTIES : VANDERBURGH LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1875662 |( 6 ) 35-1878024 |GOHMANN ASPHALT & CONSTR INC |CRIDER & CRIDER INC |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP | 78000.00000 78000.00| 73500.00000 73500.00| 75000.00000 75000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06845 LUMP | 6000.00000 6000.00| 8000.00000 8000.00| 7000.00000 7000.00 CONSTRUCTION ENGINEERING , WETLAND | | | 0003 105-08520 2.000 EACH | 200.00000 400.00| 162.50000 325.00| 100.00000 200.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 36.000 MOS | 80.00000 2880.00| 162.50000 5850.00| 75.00000 2700.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0008 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0009 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 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 | 307329.18000 307329.18| 308800.00000 308800.00| 315000.00000 315000.00 MOBILIZATION AND DEMOBILIZATION | | | 0015 201-52370 LUMP | 61000.00000 61000.00| 41775.00000 41775.00| 63000.00000 63000.00 CLEARING RIGHT OF WAY | | | 0016 202-01261 1.000 EACH | 1500.00000 1500.00| 1995.00000 1995.00| 3000.00000 3000.00 TESTING FOR ASBESTOS | | | 0017 202-03000 LUMP | 4000.00000 4000.00| 5250.00000 5250.00| 25000.00000 25000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 4 | | | 0018 202-05823 1.000 EACH | 3100.00000 3100.00| 7500.00000 7500.00| 3000.00000 3000.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, UNDER 3000 GAL LONS CAPACITY | | | 0020 203-02000 276375.000 CYS | 4.00000 1105500.00| 4.00000 1105500.00| 4.27000 1180121.25 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 260 -11 TABULATION OF BIDS CALL ORDER : 260 CONTRACT ID : R -30654-A COUNTIES : VANDERBURGH LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1875662 |( 6 ) 35-1878024 |GOHMANN ASPHALT & CONSTR INC |CRIDER & CRIDER INC |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 203-02000 9080.000 CYS | 6.00000 54480.00| 12.32000 111865.60| 6.00000 54480.00 EXCAVATION, COMMON , WETLAND | | | 0022 204-02290 12.000 EACH | 1000.00000 12000.00| 1250.00000 15000.00| 750.00000 9000.00 SETTLEMENT PLATE | | | 0023 204-08414 48.000 EACH | 15.00000 720.00| 32.50000 1560.00| 15.00000 720.00 STAKES, LATERAL | | | 0024 204-08415 24.000 EACH | 15.00000 360.00| 32.50000 780.00| 15.00000 360.00 STAKES, SETTLEMENT | | | 0025 205-03371 106.000 CYS | 20.00000 2120.00| 8.25000 874.50| 10.00000 1060.00 SEDIMENT, REMOVE | | | 0026 205-06930 11.000 TON | 70.00000 770.00| 44.50000 489.50| 35.00000 385.00 SPLASHPAD, RIPRAP | | | 0027 205-06931 1569.000 TON | 47.00000 73743.00| 46.50000 72958.50| 30.00000 47070.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0028 205-06931 7.000 TON | 70.00000 490.00| 73.50000 514.50| 30.00000 210.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP , | | | WETLAND | | | 0029 205-06932 1188.000 LFT | 5.40000 6415.20| 7.00000 8316.00| 8.00000 9504.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0030 205-06933 10.000 EACH | 115.00000 1150.00| 80.00000 800.00| 115.00000 1150.00 TEMPORARY DITCH INLET PROTECTION | | | 0031 205-06934 125.000 TON | 345.00000 43125.00| 340.00000 42500.00| 340.00000 42500.00 TEMPORARY MULCHING | | | 0032 205-06934 16.000 TON | 345.00000 5520.00| 340.00000 5440.00| 340.00000 5440.00 TEMPORARY MULCHING , WETLAND | | | 0033 205-06936 278.000 TON | 40.00000 11120.00| 42.50000 11815.00| 30.00000 8340.00 TEMPORARY SEDIMENT TRAP | | | 0034 205-06937 525.000 LFT | 2.50000 1312.50| 2.25000 1181.25| 2.50000 1312.50 TEMPORARY SILT FENCE | | | 0035 205-06937 4200.000 LFT | 2.50000 10500.00| 2.25000 9450.00| 2.50000 10500.00 TEMPORARY SILT FENCE , WETLAND | | | 0036 205-06938 203.000 LFT | 4.00000 812.00| 13.00000 2639.00| 15.00000 3045.00 TEMPORARY SLOPE DRAIN | | | 0037 205-09543 100.000 TON | 30.00000 3000.00| 20.00000 2000.00| 30.00000 3000.00 NO 2 STONE | | | 0038 205-09543 100.000 TON | 30.00000 3000.00| 22.50000 2250.00| 30.00000 3000.00 NO 2 STONE , WETLAND | | | 0040 207-08263 66605.000 SYS | 3.65000 243108.25| 3.65000 243108.25| 4.30000 286401.50 SUBGRADE TREATMENT, TYPE IA | | | 0041 207-08267 462.000 SYS | 10.00000 4620.00| 10.75000 4966.50| 12.00000 5544.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0042 211-02050 5165.000 CYS | 22.00000 113630.00| 22.50000 116212.50| 22.00000 113630.00 B BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 260 -12 TABULATION OF BIDS CALL ORDER : 260 CONTRACT ID : R -30654-A COUNTIES : VANDERBURGH LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1875662 |( 6 ) 35-1878024 |GOHMANN ASPHALT & CONSTR INC |CRIDER & CRIDER INC |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0043 211-09264 1171.000 CYS | 33.00000 38643.00| 41.00000 48011.00| 22.00000 25762.00 STRUCTURE BACKFILL, TYPE 1 | | | 0044 211-09265 997.000 CYS | 45.00000 44865.00| 69.00000 68793.00| 30.00000 29910.00 STRUCTURE BACKFILL, TYPE 2 | | | 0045 211-09268 14.000 CYS | 110.00000 1540.00| 92.50000 1295.00| 200.00000 2800.00 STRUCTURE BACKFILL, TYPE 5 , WETLAND | | | 0046 301-07448 8341.000 TON | 22.00000 183502.00| 21.25000 177246.25| 22.00000 183502.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0047 302-06464 12380.000 CYS | 34.00000 420920.00| 39.00000 482820.00| 38.00000 470440.00 SUBBASE FOR PCCP | | | 0048 401-07320 1416.000 TON | 68.00000 96288.00| 61.00000 86376.00| 67.50000 95580.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0049 401-07389 2921.000 TON | 60.00000 175260.00| 54.00000 157734.00| 54.00000 157734.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0050 401-07406 3333.000 TON | 57.00000 189981.00| 48.00000 159984.00| 48.00000 159984.00 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0051 406-05520 10.000 TON | 550.00000 5500.00| 100.00000 1000.00| 100.00000 1000.00 ASPHALT FOR TACK COAT | | | 0052 501-06266 LUMP | 5000.00000 5000.00| 3381.50000 3381.50| 3381.41000 3381.41 PROFILOGRAPH, PCCP | | | 0053 501-06321 40768.000 SYS | 29.00000 1182272.00| 27.75000 1131312.00| 27.22000 1109704.96 QC/QA-PCCP, 10 IN. | | | 0054 501-06727 LUMP | 5000.00000 5000.00| 3300.00000 3300.00| 3298.19000 3298.19 CORING, PCCP | | | 0055 503-03489 70.000 EACH | 16.00000 1120.00| 15.00000 1050.00| 15.00000 1050.00 RETROFITTED TIE BARS | | | 0056 503-05240 20397.000 LFT | 7.50000 152977.50| 8.50000 173374.50| 8.53000 173986.41 D-1 CONTRACTION JOINT | | | 0057 603-06040 15354.000 LFT | 4.90000 75234.60| 5.00000 76770.00| 4.51000 69246.54 FENCE, FARM FIELD, 47 IN. | | | 0058 603-06045 943.000 LFT | 12.90000 12164.70| 13.00000 12259.00| 11.94000 11259.42 FENCE, CHAIN LINK, 48 IN. | | | 0059 610-07487 2015.000 TON | 85.00000 171275.00| 56.00000 112840.00| 56.00000 112840.00 HMA FOR APPROACHES, TYPE B | | | 0060 611-06497 1.000 EACH | 175.00000 175.00| 125.00000 125.00| 125.00000 125.00 MAILBOX ASSEMBLY, SINGLE | | | 0061 615-06505 3.000 EACH | 500.00000 1500.00| 6.00000 18.00| 595.00000 1785.00 MONUMENT, B | | | 0062 615-06510 10.000 EACH | 350.00000 3500.00| 495.00000 4950.00| 495.00000 4950.00 MONUMENT, C | | | 0063 616-02320 11860.000 SYS | 1.25000 14825.00| 2.00000 23720.00| 1.70000 20162.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 260 -13 TABULATION OF BIDS CALL ORDER : 260 CONTRACT ID : R -30654-A COUNTIES : VANDERBURGH LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1875662 |( 6 ) 35-1878024 |GOHMANN ASPHALT & CONSTR INC |CRIDER & CRIDER INC |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0064 616-05688 157.000 TON | 55.00000 8635.00| 32.50000 5102.50| 30.00000 4710.00 RIPRAP, CLASS 1 | | | 0065 616-06405 4783.000 TON | 28.00000 133924.00| 33.50000 160230.50| 28.00000 133924.00 RIPRAP, REVETMENT | | | 0066 616-06405 219.000 TON | 32.00000 7008.00| 38.50000 8431.50| 28.00000 6132.00 RIPRAP, REVETMENT , WETLAND | | | 0067 616-06451 152.000 TON | 40.00000 6080.00| 32.50000 4940.00| 30.00000 4560.00 RIPRAP, UNIFORM | | | 0068 621-01004 3.000 EACH | 710.00000 2130.00| 710.00000 2130.00| 710.00000 2130.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0069 621-01004 2.000 EACH | 710.00000 1420.00| 710.00000 1420.00| 710.00000 1420.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING , WETLAND | | | 0070 621-02770 286.000 SYS | 1.65000 471.90| 1.75000 500.50| 1.65000 471.90 EROSION CONTROL BLANKET | | | 0071 621-02770 3800.000 SYS | 1.65000 6270.00| 1.50000 5700.00| 1.65000 6270.00 EROSION CONTROL BLANKET , COIR FIBER | | | MATTING, WETLAND | | | 0072 621-04258 15.000 LBS | 125.00000 1875.00| 125.00000 1875.00| 125.00000 1875.00 SEED MIXTURE , EMERGENT WETLAND SEED MI | | | 0073 621-04258 430.000 LBS | 2.55000 1096.50| 2.50000 1075.00| 2.55000 1096.50 SEED MIXTURE , GRASS, ANNUAL RYE, | | | WETLAND | | | 0074 621-04258 29.000 LBS | 62.00000 1798.00| 62.00000 1798.00| 62.00000 1798.00 SEED MIXTURE , SWALE SEED MIX, WETLAND | | | 0075 621-06545 18.000 TON | 745.00000 13410.00| 745.00000 13410.00| 745.00000 13410.00 FERTILIZER | | | 0076 621-06545 1.000 TON | 745.00000 745.00| 745.00000 745.00| 745.00000 745.00 FERTILIZER , WETLAND | | | 0077 621-06553 6987.000 LBS | 3.30000 23057.10| 3.00000 20961.00| 3.10000 21659.70 SEED MIXTURE, R | | | 0078 621-06555 482.000 LBS | 4.00000 1928.00| 4.00000 1928.00| 4.00000 1928.00 SEED MIXTURE, P | | | 0079 621-06557 7500.000 LBS | 2.10000 15750.00| 2.00000 15000.00| 1.90000 14250.00 SEED MIXTURE, T | | | 0080 621-06557 931.000 LBS | 2.10000 1955.10| 2.00000 1862.00| 1.90000 1768.90 SEED MIXTURE, T , WETLAND | | | 0081 621-06565 92.000 TON | 345.00000 31740.00| 340.00000 31280.00| 340.00000 31280.00 MULCHING MATERIAL | | | 0082 621-06565 39.000 TON | 345.00000 13455.00| 340.00000 13260.00| 340.00000 13260.00 MULCHING MATERIAL , WETLAND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 260 -14 TABULATION OF BIDS CALL ORDER : 260 CONTRACT ID : R -30654-A COUNTIES : VANDERBURGH LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1875662 |( 6 ) 35-1878024 |GOHMANN ASPHALT & CONSTR INC |CRIDER & CRIDER INC |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0083 621-06567 90.000 kGAL | 8.45000 760.50| 10.00000 900.00| 10.00000 900.00 WATER | | | 0084 621-06567 3900.000 kGAL | 5.60000 21840.00| 5.50000 21450.00| 5.60000 21840.00 WATER , FOR WETLAND IRRIGATION | | | 0085 621-06574 21202.000 SYS | 2.61000 55337.22| 2.75000 58305.50| 3.50000 74207.00 SODDING | | | 0086 621-06575 1138.000 SYS | 2.61000 2970.18| 2.50000 2845.00| 3.50000 3983.00 SODDING, NURSERY | | | 0087 621-93073 100.000 GAL | 5.00000 500.00| 5.00000 500.00| 40.00000 4000.00 UNDERGROUND STORAGE TANK, LIQUID WASTE | | | DISPOSAL, C | | | 0088 622-05654 80.000 EACH | 6.85000 548.00| 7.00000 560.00| 6.85000 548.00 PLANT, PERENNIAL , EMERGENT WETLAND PLU | | | 0089 622-52436 6.000 EACH | 54.00000 324.00| 54.00000 324.00| 54.00000 324.00 SIGN, DO NOT MOW OR SPRAY | | | 0090 622-52436 14.000 EACH | 54.00000 756.00| 54.00000 756.00| 54.00000 756.00 SIGN, DO NOT MOW OR SPRAY , WETLAND | | | 0091 622-91786 242.000 EACH | 4.16000 1006.72| 4.00000 968.00| 3.95000 955.90 SEEDLING , BARE ROOT, TREES AND SHRUBS | | | 0092 622-91786 7005.000 EACH | 4.16000 29140.80| 4.00000 28020.00| 3.95000 27669.75 SEEDLING , BARE ROOT, TREES AND SHRUBS, | | | WETLAND | | | 0093 628-09402 18.000 MOS | 2200.00000 39600.00| 1500.00000 27000.00| 1250.00000 22500.00 FIELD OFFICE, B | | | 0094 703-51030 530.000 LBS | 3.00000 1590.00| 0.75000 397.50| 1.50000 795.00 REINFORCING STEEL | | | 0095 714-09636 300.000 LFT | 1200.00000 360000.00| 1350.00000 405000.00| 1675.00000 502500.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 14' X 12' | | | 0096 715-05019 895.000 LFT | 63.00000 56385.00| 41.00000 36695.00| 50.00000 44750.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0097 715-05048 26460.000 LFT | 2.55000 67473.00| 1.75000 46305.00| 2.83000 74881.80 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0098 715-05049 100.000 LFT | 25.00000 2500.00| 13.50000 1350.00| 17.00000 1700.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0099 715-05051 100.000 LFT | 25.00000 2500.00| 16.00000 1600.00| 18.00000 1800.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0100 715-05053 4116.000 LFT | 10.50000 43218.00| 16.50000 67914.00| 10.50000 43218.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0101 715-05119 84.000 LFT | 28.00000 2352.00| 34.00000 2856.00| 25.00000 2100.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0102 715-05149 68.000 LFT | 31.00000 2108.00| 29.50000 2006.00| 23.00000 1564.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 260 -15 TABULATION OF BIDS CALL ORDER : 260 CONTRACT ID : R -30654-A COUNTIES : VANDERBURGH LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1875662 |( 6 ) 35-1878024 |GOHMANN ASPHALT & CONSTR INC |CRIDER & CRIDER INC |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0103 715-05151 264.000 LFT | 28.00000 7392.00| 23.00000 6072.00| 25.00000 6600.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0104 715-05169 230.000 LFT | 28.00000 6440.00| 26.00000 5980.00| 25.00000 5750.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0105 715-05218 540.000 LFT | 28.00000 15120.00| 23.00000 12420.00| 25.00000 13500.00 PIPE, TYPE 5, CIRCULAR, 15 IN. | | | 0106 715-09064 1851.000 LFT | 1.75000 3239.25| 1.50000 2776.50| 1.75000 3239.25 VIDEO INSPECTION FOR PIPE | | | 0107 715-46000 1.000 EACH | 405.00000 405.00| 315.50000 315.50| 250.00000 250.00 PIPE END SECTION, 12 IN. | | | 0108 715-46005 18.000 EACH | 415.00000 7470.00| 319.00000 5742.00| 280.00000 5040.00 PIPE END SECTION, 15 IN. | | | 0109 715-46040 8.000 EACH | 975.00000 7800.00| 826.00000 6608.00| 1300.00000 10400.00 PIPE END SECTION, 36 IN. | | | 0110 715-92537 1039.000 LFT | 10.00000 10390.00| 29.00000 30131.00| 10.00000 10390.00 PIPE, PVC, 8 IN. , WETLAND | | | 0111 718-06529 22.000 EACH | 525.00000 11550.00| 593.00000 13046.00| 500.00000 11000.00 OUTLET PROTECTOR, 2 | | | 0112 718-06531 14.000 EACH | 525.00000 7350.00| 550.00000 7700.00| 500.00000 7000.00 OUTLET PROTECTOR, 3 | | | 0113 718-06532 3000.000 LFT | 1.25000 3750.00| 0.90000 2700.00| 0.70000 2100.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0114 718-52610 2375.000 CYS | 35.40000 84075.00| 43.50000 103312.50| 35.40000 84075.00 AGGREGATE FOR UNDERDRAINS | | | 0115 718-99153 23251.000 SYS | 0.80000 18600.80| 0.75000 17438.25| 0.80000 18600.80 GEOTEXTILES FOR UNDERDRAIN | | | 0116 719-09505 630.000 LFT | 8.00000 5040.00| 11.00000 6930.00| 3.00000 1890.00 TILE INTERCEPT TRENCH EXCAVATION AND | | | LOCATION , WETLAND | | | 0117 720-45070 8.000 EACH | 3650.00000 29200.00| 2300.00000 18400.00| 2200.00000 17600.00 INLET, P12A | | | 0118 720-45275 1.000 EACH | 1300.00000 1300.00| 2600.00000 2600.00| 2000.00000 2000.00 PIPE CATCH BASIN, 24 IN. | | | 0119 732-04749 520.000 LFT | 60.00000 31200.00| 53.50000 27820.00| 50.00000 26000.00 CASING , 12 IN | | | 0120 801-03290 5.000 EACH | 160.00000 800.00| 275.00000 1375.00| 160.00000 800.00 CONSTRUCTION SIGN, C | | | 0121 801-04308 8.000 EACH | 345.00000 2760.00| 295.00000 2360.00| 345.00000 2760.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0122 801-06203 1500.000 LFT | 0.60000 900.00| 1.00000 1500.00| 0.60000 900.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0123 801-06207 1500.000 LFT | 1.50000 2250.00| 2.00000 3000.00| 1.42000 2130.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 260 -16 TABULATION OF BIDS CALL ORDER : 260 CONTRACT ID : R -30654-A COUNTIES : VANDERBURGH LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1875662 |( 6 ) 35-1878024 |GOHMANN ASPHALT & CONSTR INC |CRIDER & CRIDER INC |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0124 801-06640 12.000 EACH | 145.00000 1740.00| 135.00000 1620.00| 145.00000 1740.00 CONSTRUCTION SIGN, A | | | 0125 801-06775 LUMP | 12000.00000 12000.00| 9790.00000 9790.00| 7000.00000 7000.00 MAINTAINING TRAFFIC | | | 0126 801-07118 384.000 LFT | 11.88000 4561.92| 20.00000 7680.00| 11.88000 4561.92 BARRICADE, III-A | | | 0127 801-07119 32.000 LFT | 12.95000 414.40| 25.00000 800.00| 12.95000 414.40 BARRICADE, III-B | | | 0128 802-04314 1.000 EACH | 350.00000 350.00| 245.00000 245.00| 245.00000 245.00 SIGN , MITIGATION SITE IDENTIFICATION | | | 0130 802-05701 231.000 LFT | 18.00000 4158.00| 11.50000 2656.50| 11.36000 2624.16 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0131 802-05702 358.000 LFT | 17.00000 6086.00| 11.00000 3938.00| 10.96000 3923.68 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0132 802-07059 2.000 EACH | 75.00000 150.00| 85.00000 170.00| 85.00000 170.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0133 802-07060 7.000 EACH | 100.00000 700.00| 185.00000 1295.00| 185.00000 1295.00 SIGN, SHEET, RELOCATE | | | 0134 802-07127 27.000 SFT | 27.00000 729.00| 23.00000 621.00| 23.00000 621.00 SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 0.125 IN. | | | 0135 802-09757 5.000 SFT | 27.00000 135.00| 21.00000 105.00| 21.00000 105.00 SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 0.100 IN. | | | 0136 802-76025 9.000 SFT | 18.00000 162.00| 17.00000 153.00| 17.00000 153.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0137 802-76035 199.000 SFT | 18.00000 3582.00| 19.00000 3781.00| 19.00000 3781.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0138 802-76045 9.000 SFT | 19.00000 171.00| 21.00000 189.00| 21.00000 189.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0139 804-06770 24.000 EACH | 185.00000 4440.00| 58.00000 1392.00| 58.00000 1392.00 DELINEATOR POST , 4 INCH X 4 INCH, | | | WETLAND | | | 0140 804-06771 62.000 EACH | 35.00000 2170.00| 36.00000 2232.00| 36.00000 2232.00 DELINEATOR POST, FLEXIBLE | | | 0141 808-03002 3520.000 LFT | 0.28000 985.60| 0.65000 2288.00| 0.28000 985.60 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 260 -17 TABULATION OF BIDS CALL ORDER : 260 CONTRACT ID : R -30654-A COUNTIES : VANDERBURGH LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1875662 |( 6 ) 35-1878024 |GOHMANN ASPHALT & CONSTR INC |CRIDER & CRIDER INC |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0142 808-03631 13651.000 LFT | 0.28000 3822.28| 0.65000 8873.15| 0.28000 3822.28 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0143 808-03632 13570.000 LFT | 0.28000 3799.60| 0.65000 8820.50| 0.28000 3799.60 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0144 808-06368 36.000 LFT | 3.95000 142.20| 10.00000 360.00| 3.95000 142.20 TRANSVERSE MARKING, REMOVE | | | 0145 808-06703 1188.000 LFT | 0.95000 1128.60| 2.00000 2376.00| 0.95000 1128.60 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0146 808-06716 628.000 LFT | 0.65000 408.20| 1.00000 628.00| 0.65000 408.20 LINE, REMOVE | | | 0147 808-74805 33.000 LFT | 8.00000 264.00| 25.00000 825.00| 8.00000 264.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0148 808-74807 4.000 EACH | 225.00000 900.00| 300.00000 1200.00| 225.00000 900.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0149 808-74808 4.000 EACH | 325.00000 1300.00| 350.00000 1400.00| 325.00000 1300.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0150 808-75245 816.000 LFT | 0.95000 775.20| 2.00000 1632.00| 0.95000 775.20 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0151 808-75297 70.000 LFT | 8.00000 560.00| 10.00000 700.00| 8.00000 560.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0152 808-75994 14.000 EACH | 10.00000 140.00| 10.00000 140.00| 10.00000 140.00 PRISMATIC REFLECTOR | | | 0153 808-75998 175.000 EACH | 19.88000 3479.00| 20.00000 3500.00| 19.88000 3479.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0154 802-04993 LUMP | 1800.00000 1800.00| 650.00000 650.00| 650.00000 650.00 SIGN , ROAD CLOSURE SIGN ASSEMBLY AND | | | SECTION TOTALS | $ 6,225,000.00| $ 6,285,271.25| $ 6,293,690.52 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,225,000.00| $ 6,285,271.25| $ 6,293,690.52 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 260 -18 TABULATION OF BIDS CALL ORDER : 260 CONTRACT ID : R -30654-A COUNTIES : VANDERBURGH LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1057095 |( ) |( ) |BLANKENBERGER BROTHERS INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP | 152150.00000 152150.00| | CONSTRUCTION ENGINEERING | | | 0002 105-06845 LUMP | 17850.00000 17850.00| | CONSTRUCTION ENGINEERING , WETLAND | | | 0003 105-08520 2.000 EACH | 140.00000 280.00| | CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 36.000 MOS | 80.00000 2880.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0007 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0008 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0009 109-08441 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, PCCP | | | 0010 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0011 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0012 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0013 110-01001 LUMP | 322552.63000 322552.63| | MOBILIZATION AND DEMOBILIZATION | | | 0015 201-52370 LUMP | 203118.00000 203118.00| | CLEARING RIGHT OF WAY | | | 0016 202-01261 1.000 EACH | 2000.00000 2000.00| | TESTING FOR ASBESTOS | | | 0017 202-03000 LUMP | 26250.00000 26250.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 4 | | | 0018 202-05823 1.000 EACH | 3500.00000 3500.00| | UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, UNDER 3000 GAL LONS CAPACITY | | | 0020 203-02000 276375.000 CYS | 4.00000 1105500.00| | EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 260 -19 TABULATION OF BIDS CALL ORDER : 260 CONTRACT ID : R -30654-A COUNTIES : VANDERBURGH LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1057095 |( ) |( ) |BLANKENBERGER BROTHERS INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 203-02000 9080.000 CYS | 4.40000 39952.00| | EXCAVATION, COMMON , WETLAND | | | 0022 204-02290 12.000 EACH | 750.00000 9000.00| | SETTLEMENT PLATE | | | 0023 204-08414 48.000 EACH | 80.00000 3840.00| | STAKES, LATERAL | | | 0024 204-08415 24.000 EACH | 80.00000 1920.00| | STAKES, SETTLEMENT | | | 0025 205-03371 106.000 CYS | 10.00000 1060.00| | SEDIMENT, REMOVE | | | 0026 205-06930 11.000 TON | 64.00000 704.00| | SPLASHPAD, RIPRAP | | | 0027 205-06931 1569.000 TON | 38.00000 59622.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0028 205-06931 7.000 TON | 65.00000 455.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP , | | | WETLAND | | | 0029 205-06932 1188.000 LFT | 5.40000 6415.20| | TEMPORARY CHECK DAM, STRAW BALES | | | 0030 205-06933 10.000 EACH | 115.00000 1150.00| | TEMPORARY DITCH INLET PROTECTION | | | 0031 205-06934 125.000 TON | 340.00000 42500.00| | TEMPORARY MULCHING | | | 0032 205-06934 16.000 TON | 340.00000 5440.00| | TEMPORARY MULCHING , WETLAND | | | 0033 205-06936 278.000 TON | 30.00000 8340.00| | TEMPORARY SEDIMENT TRAP | | | 0034 205-06937 525.000 LFT | 1.20000 630.00| | TEMPORARY SILT FENCE | | | 0035 205-06937 4200.000 LFT | 1.20000 5040.00| | TEMPORARY SILT FENCE , WETLAND | | | 0036 205-06938 203.000 LFT | 20.00000 4060.00| | TEMPORARY SLOPE DRAIN | | | 0037 205-09543 100.000 TON | 26.00000 2600.00| | NO 2 STONE | | | 0038 205-09543 100.000 TON | 26.00000 2600.00| | NO 2 STONE , WETLAND | | | 0040 207-08263 66605.000 SYS | 4.00000 266420.00| | SUBGRADE TREATMENT, TYPE IA | | | 0041 207-08267 462.000 SYS | 15.00000 6930.00| | SUBGRADE TREATMENT, TYPE IIIA | | | 0042 211-02050 5165.000 CYS | 30.25000 156241.25| | B BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 260 -20 TABULATION OF BIDS CALL ORDER : 260 CONTRACT ID : R -30654-A COUNTIES : VANDERBURGH LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1057095 |( ) |( ) |BLANKENBERGER BROTHERS INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0043 211-09264 1171.000 CYS | 25.60000 29977.60| | STRUCTURE BACKFILL, TYPE 1 | | | 0044 211-09265 997.000 CYS | 42.80000 42671.60| | STRUCTURE BACKFILL, TYPE 2 | | | 0045 211-09268 14.000 CYS | 190.00000 2660.00| | STRUCTURE BACKFILL, TYPE 5 , WETLAND | | | 0046 301-07448 8341.000 TON | 27.75000 231462.75| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0047 302-06464 12380.000 CYS | 39.00000 482820.00| | SUBBASE FOR PCCP | | | 0048 401-07320 1416.000 TON | 61.00000 86376.00| | QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0049 401-07389 2921.000 TON | 54.00000 157734.00| | QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0050 401-07406 3333.000 TON | 48.00000 159984.00| | QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0051 406-05520 10.000 TON | 100.00000 1000.00| | ASPHALT FOR TACK COAT | | | 0052 501-06266 LUMP | 3381.41000 3381.41| | PROFILOGRAPH, PCCP | | | 0053 501-06321 40768.000 SYS | 27.72000 1130088.96| | QC/QA-PCCP, 10 IN. | | | 0054 501-06727 LUMP | 3298.19000 3298.19| | CORING, PCCP | | | 0055 503-03489 70.000 EACH | 15.00000 1050.00| | RETROFITTED TIE BARS | | | 0056 503-05240 20397.000 LFT | 8.53000 173986.41| | D-1 CONTRACTION JOINT | | | 0057 603-06040 15354.000 LFT | 4.90000 75234.60| | FENCE, FARM FIELD, 47 IN. | | | 0058 603-06045 943.000 LFT | 12.90000 12164.70| | FENCE, CHAIN LINK, 48 IN. | | | 0059 610-07487 2015.000 TON | 56.00000 112840.00| | HMA FOR APPROACHES, TYPE B | | | 0060 611-06497 1.000 EACH | 175.00000 175.00| | MAILBOX ASSEMBLY, SINGLE | | | 0061 615-06505 3.000 EACH | 500.00000 1500.00| | MONUMENT, B | | | 0062 615-06510 10.000 EACH | 350.00000 3500.00| | MONUMENT, C | | | 0063 616-02320 11860.000 SYS | 1.15000 13639.00| | GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 260 -21 TABULATION OF BIDS CALL ORDER : 260 CONTRACT ID : R -30654-A COUNTIES : VANDERBURGH LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1057095 |( ) |( ) |BLANKENBERGER BROTHERS INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0064 616-05688 157.000 TON | 35.80000 5620.60| | RIPRAP, CLASS 1 | | | 0065 616-06405 4783.000 TON | 31.10000 148751.30| | RIPRAP, REVETMENT | | | 0066 616-06405 219.000 TON | 41.60000 9110.40| | RIPRAP, REVETMENT , WETLAND | | | 0067 616-06451 152.000 TON | 35.00000 5320.00| | RIPRAP, UNIFORM | | | 0068 621-01004 3.000 EACH | 710.00000 2130.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0069 621-01004 2.000 EACH | 710.00000 1420.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING , WETLAND | | | 0070 621-02770 286.000 SYS | 1.65000 471.90| | EROSION CONTROL BLANKET | | | 0071 621-02770 3800.000 SYS | 1.65000 6270.00| | EROSION CONTROL BLANKET , COIR FIBER | | | MATTING, WETLAND | | | 0072 621-04258 15.000 LBS | 125.00000 1875.00| | SEED MIXTURE , EMERGENT WETLAND SEED MI | | | 0073 621-04258 430.000 LBS | 2.55000 1096.50| | SEED MIXTURE , GRASS, ANNUAL RYE, | | | WETLAND | | | 0074 621-04258 29.000 LBS | 62.00000 1798.00| | SEED MIXTURE , SWALE SEED MIX, WETLAND | | | 0075 621-06545 18.000 TON | 745.00000 13410.00| | FERTILIZER | | | 0076 621-06545 1.000 TON | 745.00000 745.00| | FERTILIZER , WETLAND | | | 0077 621-06553 6987.000 LBS | 3.10000 21659.70| | SEED MIXTURE, R | | | 0078 621-06555 482.000 LBS | 4.00000 1928.00| | SEED MIXTURE, P | | | 0079 621-06557 7500.000 LBS | 1.90000 14250.00| | SEED MIXTURE, T | | | 0080 621-06557 931.000 LBS | 1.90000 1768.90| | SEED MIXTURE, T , WETLAND | | | 0081 621-06565 92.000 TON | 340.00000 31280.00| | MULCHING MATERIAL | | | 0082 621-06565 39.000 TON | 340.00000 13260.00| | MULCHING MATERIAL , WETLAND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 260 -22 TABULATION OF BIDS CALL ORDER : 260 CONTRACT ID : R -30654-A COUNTIES : VANDERBURGH LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1057095 |( ) |( ) |BLANKENBERGER BROTHERS INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0083 621-06567 90.000 kGAL | 10.00000 900.00| | WATER | | | 0084 621-06567 3900.000 kGAL | 5.60000 21840.00| | WATER , FOR WETLAND IRRIGATION | | | 0085 621-06574 21202.000 SYS | 2.61000 55337.22| | SODDING | | | 0086 621-06575 1138.000 SYS | 2.61000 2970.18| | SODDING, NURSERY | | | 0087 621-93073 100.000 GAL | 20.00000 2000.00| | UNDERGROUND STORAGE TANK, LIQUID WASTE | | | DISPOSAL, C | | | 0088 622-05654 80.000 EACH | 6.85000 548.00| | PLANT, PERENNIAL , EMERGENT WETLAND PLU | | | 0089 622-52436 6.000 EACH | 30.00000 180.00| | SIGN, DO NOT MOW OR SPRAY | | | 0090 622-52436 14.000 EACH | 30.00000 420.00| | SIGN, DO NOT MOW OR SPRAY , WETLAND | | | 0091 622-91786 242.000 EACH | 3.95000 955.90| | SEEDLING , BARE ROOT, TREES AND SHRUBS | | | 0092 622-91786 7005.000 EACH | 3.95000 27669.75| | SEEDLING , BARE ROOT, TREES AND SHRUBS, | | | WETLAND | | | 0093 628-09402 18.000 MOS | 2000.00000 36000.00| | FIELD OFFICE, B | | | 0094 703-51030 530.000 LBS | 3.00000 1590.00| | REINFORCING STEEL | | | 0095 714-09636 300.000 LFT | 1170.00000 351000.00| | CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 14' X 12' | | | 0096 715-05019 895.000 LFT | 64.20000 57459.00| | PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0097 715-05048 26460.000 LFT | 2.30000 60858.00| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0098 715-05049 100.000 LFT | 24.00000 2400.00| | PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0099 715-05051 100.000 LFT | 25.00000 2500.00| | PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0100 715-05053 4116.000 LFT | 7.00000 28812.00| | PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0101 715-05119 84.000 LFT | 34.65000 2910.60| | PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0102 715-05149 68.000 LFT | 32.50000 2210.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 260 -23 TABULATION OF BIDS CALL ORDER : 260 CONTRACT ID : R -30654-A COUNTIES : VANDERBURGH LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1057095 |( ) |( ) |BLANKENBERGER BROTHERS INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0103 715-05151 264.000 LFT | 30.40000 8025.60| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0104 715-05169 230.000 LFT | 31.75000 7302.50| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0105 715-05218 540.000 LFT | 30.40000 16416.00| | PIPE, TYPE 5, CIRCULAR, 15 IN. | | | 0106 715-09064 1851.000 LFT | 1.40000 2591.40| | VIDEO INSPECTION FOR PIPE | | | 0107 715-46000 1.000 EACH | 285.00000 285.00| | PIPE END SECTION, 12 IN. | | | 0108 715-46005 18.000 EACH | 335.00000 6030.00| | PIPE END SECTION, 15 IN. | | | 0109 715-46040 8.000 EACH | 750.00000 6000.00| | PIPE END SECTION, 36 IN. | | | 0110 715-92537 1039.000 LFT | 10.00000 10390.00| | PIPE, PVC, 8 IN. , WETLAND | | | 0111 718-06529 22.000 EACH | 630.00000 13860.00| | OUTLET PROTECTOR, 2 | | | 0112 718-06531 14.000 EACH | 630.00000 8820.00| | OUTLET PROTECTOR, 3 | | | 0113 718-06532 3000.000 LFT | 0.90000 2700.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0114 718-52610 2375.000 CYS | 36.00000 85500.00| | AGGREGATE FOR UNDERDRAINS | | | 0115 718-99153 23251.000 SYS | 1.00000 23251.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0116 719-09505 630.000 LFT | 10.00000 6300.00| | TILE INTERCEPT TRENCH EXCAVATION AND | | | LOCATION , WETLAND | | | 0117 720-45070 8.000 EACH | 1980.00000 15840.00| | INLET, P12A | | | 0118 720-45275 1.000 EACH | 1650.00000 1650.00| | PIPE CATCH BASIN, 24 IN. | | | 0119 732-04749 520.000 LFT | 36.70000 19084.00| | CASING , 12 IN | | | 0120 801-03290 5.000 EACH | 160.00000 800.00| | CONSTRUCTION SIGN, C | | | 0121 801-04308 8.000 EACH | 345.00000 2760.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0122 801-06203 1500.000 LFT | 0.60000 900.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0123 801-06207 1500.000 LFT | 1.25000 1875.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 260 -24 TABULATION OF BIDS CALL ORDER : 260 CONTRACT ID : R -30654-A COUNTIES : VANDERBURGH LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1057095 |( ) |( ) |BLANKENBERGER BROTHERS INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0124 801-06640 12.000 EACH | 145.00000 1740.00| | CONSTRUCTION SIGN, A | | | 0125 801-06775 LUMP | 46750.00000 46750.00| | MAINTAINING TRAFFIC | | | 0126 801-07118 384.000 LFT | 11.88000 4561.92| | BARRICADE, III-A | | | 0127 801-07119 32.000 LFT | 12.95000 414.40| | BARRICADE, III-B | | | 0128 802-04314 1.000 EACH | 500.00000 500.00| | SIGN , MITIGATION SITE IDENTIFICATION | | | 0130 802-05701 231.000 LFT | 18.00000 4158.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0131 802-05702 358.000 LFT | 17.00000 6086.00| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0132 802-07059 2.000 EACH | 75.00000 150.00| | SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0133 802-07060 7.000 EACH | 100.00000 700.00| | SIGN, SHEET, RELOCATE | | | 0134 802-07127 27.000 SFT | 27.00000 729.00| | SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 0.125 IN. | | | 0135 802-09757 5.000 SFT | 27.00000 135.00| | SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 0.100 IN. | | | 0136 802-76025 9.000 SFT | 18.00000 162.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0137 802-76035 199.000 SFT | 18.00000 3582.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0138 802-76045 9.000 SFT | 19.00000 171.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0139 804-06770 24.000 EACH | 185.00000 4440.00| | DELINEATOR POST , 4 INCH X 4 INCH, | | | WETLAND | | | 0140 804-06771 62.000 EACH | 35.00000 2170.00| | DELINEATOR POST, FLEXIBLE | | | 0141 808-03002 3520.000 LFT | 0.28000 985.60| | LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 260 -25 TABULATION OF BIDS CALL ORDER : 260 CONTRACT ID : R -30654-A COUNTIES : VANDERBURGH LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1057095 |( ) |( ) |BLANKENBERGER BROTHERS INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0142 808-03631 13651.000 LFT | 0.28000 3822.28| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0143 808-03632 13570.000 LFT | 0.28000 3799.60| | LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0144 808-06368 36.000 LFT | 3.95000 142.20| | TRANSVERSE MARKING, REMOVE | | | 0145 808-06703 1188.000 LFT | 0.95000 1128.60| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0146 808-06716 628.000 LFT | 0.65000 408.20| | LINE, REMOVE | | | 0147 808-74805 33.000 LFT | 8.00000 264.00| | TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0148 808-74807 4.000 EACH | 225.00000 900.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0149 808-74808 4.000 EACH | 325.00000 1300.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0150 808-75245 816.000 LFT | 0.95000 775.20| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0151 808-75297 70.000 LFT | 8.00000 560.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0152 808-75994 14.000 EACH | 15.00000 210.00| | PRISMATIC REFLECTOR | | | 0153 808-75998 175.000 EACH | 19.95000 3491.25| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0154 802-04993 LUMP | 4995.00000 4995.00| | SIGN , ROAD CLOSURE SIGN ASSEMBLY AND | | | SECTION TOTALS | $ 6,466,890.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,466,890.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -1 VENDOR RANKING CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : NEW ROAD AND BRIDGE CONSTRUCTION COMPLETION DATE : 08/03/12 LOCATION : ON MAPLECREST ROAD FROM LAKE AVENUE TO SR 930 PROJECT(S) : 9902045 9902045 9902045 OTHERS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO INC $ 28,792,378.86 100.0000% 2 36-2231526 WALSH CONSTR COMPANY $ 34,665,321.59 120.3976% 3 38-1456833 C A HULL COMPANY INC $ 35,132,683.94 122.0208% 4 34-0907180 E S WAGNER COMPANY $ 36,079,457.36 125.3091% 5 34-4456871 MILLER BROS. CONSTRUCTION INC $ 39,349,374.05 136.6659% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -2 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 36-2231526 |( 3 ) 38-1456833 |PRIMCO INC |WALSH CONSTR COMPANY |C A HULL COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP | 89873.20000 89873.20| 536074.22000 536074.22| 150000.00000 150000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06899 4.000 EACH | 65.00000 260.00| 150.00000 600.00| 100.00000 400.00 RADIO | | | 0003 105-08520 4.000 EACH | 90.00000 360.00| 150.00000 600.00| 100.00000 400.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 144.000 MOS | 60.00000 8640.00| 100.00000 14400.00| 100.00000 14400.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 144.000 MOS | 15.00000 2160.00| 100.00000 14400.00| 50.00000 7200.00 RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 108-01614 LUMP | 15300.00000 15300.00| 15300.00000 15300.00| 15000.00000 15000.00 PARTNERING OVERHEAD | | | 0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0011 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 0012 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0013 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0014 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0015 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0016 110-01001 LUMP | 1439619.26000 1439619.26| 1733200.00000 1733200.00| 1750000.00000 1750000.00 MOBILIZATION AND DEMOBILIZATION | | | 0017 201-52370 LUMP | 65000.00000 65000.00| 346000.00000 346000.00| 65000.00000 65000.00 CLEARING RIGHT OF WAY | | | 0018 202-01000 LUMP | 11870.00000 11870.00| 37326.73000 37326.73| 25000.00000 25000.00 STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0019 202-01300 1.000 EACH | 1500.00000 1500.00| 1500.00000 1500.00| 2000.00000 2000.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -3 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 36-2231526 |( 3 ) 38-1456833 |PRIMCO INC |WALSH CONSTR COMPANY |C A HULL COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-02240 2246.000 SYS | 11.00000 24706.00| 11.00000 24706.00| 11.00000 24706.00 PAVEMENT REMOVAL | | | 0021 202-02273 73.000 SYS | 12.50000 912.50| 12.50000 912.50| 12.50000 912.50 CENTER CURB, CONCRETE, REMOVE | | | 0022 202-02637 1642.000 LFT | 3.50000 5747.00| 3.50000 5747.00| 3.50000 5747.00 PIPE, ABANDON AND GROUT FILL , 12 IN. | | | 0023 202-02637 1035.000 LFT | 6.15000 6365.25| 6.15000 6365.25| 6.15000 6365.25 PIPE, ABANDON AND GROUT FILL , 16 IN. | | | 0024 202-02637 650.000 LFT | 9.50000 6175.00| 9.50000 6175.00| 9.50000 6175.00 PIPE, ABANDON AND GROUT FILL , 20 IN. | | | 0025 202-02637 910.000 LFT | 1.00000 910.00| 1.00000 910.00| 1.00000 910.00 PIPE, ABANDON AND GROUT FILL , 6 IN. | | | 0026 202-02637 962.000 LFT | 1.60000 1539.20| 1.60000 1539.20| 1.60000 1539.20 PIPE, ABANDON AND GROUT FILL , 8 IN. | | | 0027 202-03000 LUMP | 4500.00000 4500.00| 10000.00000 10000.00| 3500.00000 3500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 13 | | | 0028 202-03000 LUMP | 5800.00000 5800.00| 10000.00000 10000.00| 4800.00000 4800.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 14 | | | 0029 202-03000 LUMP | 4500.00000 4500.00| 10000.00000 10000.00| 3500.00000 3500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 15 | | | 0030 202-03000 LUMP | 6300.00000 6300.00| 10000.00000 10000.00| 5300.00000 5300.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 16 | | | 0031 202-03000 LUMP | 11200.00000 11200.00| 15000.00000 15000.00| 10200.00000 10200.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 20 | | | 0032 202-03000 LUMP | 5300.00000 5300.00| 12000.00000 12000.00| 4300.00000 4300.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 39 | | | 0033 202-03000 LUMP | 7000.00000 7000.00| 18000.00000 18000.00| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 5 | | | 0034 202-03000 LUMP | 7000.00000 7000.00| 18000.00000 18000.00| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 6 | | | 0035 202-03000 LUMP | 7800.00000 7800.00| 12000.00000 12000.00| 6800.00000 6800.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 7 | | | 0036 202-03135 90.000 SFT | 70.00000 6300.00| 30.83000 2774.70| 75.00000 6750.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE , DUCT WRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -4 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 36-2231526 |( 3 ) 38-1456833 |PRIMCO INC |WALSH CONSTR COMPANY |C A HULL COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 202-03135 1680.000 SFT | 3.00000 5040.00| 1.95000 3276.00| 5.00000 8400.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE , TRANSITE | | | 0038 202-03729 210.000 LFT | 20.00000 4200.00| 17.86000 3750.60| 20.00000 4200.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE , PIPE INSULATION | | | 0039 202-06580 337.000 CYS | 92.50000 31172.50| 89.91000 30299.67| 50.00000 16850.00 CONTAMINATED SOIL, REMOVE | | | 0040 202-91385 2.000 EACH | 400.00000 800.00| 400.00000 800.00| 400.00000 800.00 INLET, REMOVE | | | 0041 202-93047 9.000 EACH | 2000.00000 18000.00| 2000.00000 18000.00| 2000.00000 18000.00 MANHOLE, REMOVE | | | 0042 203-02000 50597.000 CYS | 19.90000 1006880.30| 10.00000 505970.00| 10.00000 505970.00 EXCAVATION, COMMON | | | 0043 203-02020 118519.000 CYS | 4.00000 474076.00| 20.70000 2453343.30| 30.22000 3581644.18 EXCAVATION, UNCLASSIFIED | | | 0044 203-02070 406007.000 CYS | 9.10000 3694663.70| 6.75000 2740547.25| 6.75000 2740547.25 BORROW | | | 0045 204-02290 30.000 EACH | 1000.00000 30000.00| 1000.00000 30000.00| 1000.00000 30000.00 SETTLEMENT PLATE | | | 0046 205-06931 59.000 TON | 73.00000 4307.00| 73.00000 4307.00| 73.00000 4307.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0047 205-06933 12.000 EACH | 92.00000 1104.00| 92.00000 1104.00| 92.00000 1104.00 TEMPORARY DITCH INLET PROTECTION | | | 0048 205-06936 18.000 TON | 62.00000 1116.00| 62.00000 1116.00| 62.00000 1116.00 TEMPORARY SEDIMENT TRAP | | | 0049 205-06937 13425.000 LFT | 1.75000 23493.75| 1.75000 23493.75| 1.75000 23493.75 TEMPORARY SILT FENCE | | | 0050 206-51220 1281.000 CYS | 36.50000 46756.50| 23.23000 29757.63| 35.00000 44835.00 EXCAVATION, WET | | | 0051 206-51225 1224.000 CYS | 34.50000 42228.00| 23.09000 28262.16| 30.00000 36720.00 EXCAVATION, DRY | | | 0052 206-51230 9552.000 CYS | 9.44000 90170.88| 4.75000 45372.00| 4.75000 45372.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0053 206-51235 LUMP | 114613.43000 114613.43| 900000.00000 900000.00| 500000.00000 500000.00 COFFERDAM , STR. NO. 3 | | | 0054 207-08262 51988.000 SYS | 4.45000 231346.60| 1.61000 83700.68| 0.65000 33792.20 SUBGRADE TREATMENT, TYPE I | | | 0055 207-08267 2763.000 SYS | 14.10000 38958.30| 14.10000 38958.30| 14.10000 38958.30 SUBGRADE TREATMENT, TYPE IIIA | | | 0056 210-07779 1782.000 CYS | 4.00000 7128.00| 4.00000 7128.00| 24.00000 42768.00 MULCH , LEAF COMPOST | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -5 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 36-2231526 |( 3 ) 38-1456833 |PRIMCO INC |WALSH CONSTR COMPANY |C A HULL COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 210-08390 LUMP | 23000.00000 23000.00| 23000.00000 23000.00| 23000.00000 23000.00 WATER , METER VAULT WITH 8 IN. METER | | | 0058 210-09777 63.000 LFT | 10.60000 667.80| 5.63000 354.69| 50.00000 3150.00 JOINT , ISOLATION | | | 0059 210-09778 4040.000 LFT | 5.25000 21210.00| 5.25000 21210.00| 8.00000 32320.00 SCREEN , WIND | | | 0060 211-02050 37245.000 CYS | 22.75000 847323.75| 21.19000 789221.55| 25.00000 931125.00 B BORROW | | | 0061 211-06467 260.000 CYS | 50.50000 13130.00| 25.73000 6689.80| 35.00000 9100.00 AGGREGATE FOR END BENT BACKFILL | | | 0062 211-07454 2512.000 CYS | 26.50000 66568.00| 30.45000 76490.40| 25.00000 62800.00 STRUCTURE BACKFILL | | | 0063 211-09264 13062.000 CYS | 27.75000 362470.50| 27.75000 362470.50| 27.75000 362470.50 STRUCTURE BACKFILL, TYPE 1 | | | 0064 211-09266 56129.000 CYS | 24.26000 1361689.54| 12.96000 727431.84| 25.00000 1403225.00 STRUCTURE BACKFILL, TYPE 3 | | | 0065 214-07202 4991.000 SYS | 2.60000 12976.60| 2.51000 12527.41| 2.50000 12477.50 GEOGRID, I | | | 0066 301-07448 6969.000 TON | 15.00000 104535.00| 12.86000 89621.34| 15.00000 104535.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0067 302-06464 11258.000 CYS | 28.50000 320853.00| 24.40000 274695.20| 35.00000 394030.00 SUBBASE FOR PCCP | | | 0068 302-07455 294.000 CYS | 48.00000 14112.00| 53.49000 15726.06| 30.00000 8820.00 DENSE GRADED SUBBASE | | | 0069 302-08562 1102.000 TON | 17.00000 18734.00| 15.36000 16926.72| 20.00000 22040.00 COARSE AGGREGATE, 8 | | | 0070 303-01180 2031.000 TON | 15.00000 30465.00| 11.51000 23376.81| 20.00000 40620.00 COMPACTED AGGREGATE, NO. 53 | | | 0071 304-07489 19.000 TON | 80.00000 1520.00| 150.00000 2850.00| 150.00000 2850.00 HMA PATCHING, TYPE A | | | 0072 304-07493 71.000 TON | 80.00000 5680.00| 150.00000 10650.00| 150.00000 10650.00 WIDENING WITH HMA, TYPE B | | | 0073 306-08034 5782.000 SYS | 2.25000 13009.50| 1.19000 6880.58| 3.50000 20237.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0074 401-07323 1631.000 TON | 82.00000 133742.00| 83.00000 135373.00| 83.00000 135373.00 QC/QA-HMA, 4, 64, SURFACE, 9.5 mm | | | 0075 401-07393 1733.000 TON | 57.00000 98781.00| 65.00000 112645.00| 65.00000 112645.00 QC/QA-HMA, 4, 64, INTERMEDIATE, 19.0 mm | | | 0076 401-07409 2368.000 TON | 57.00000 134976.00| 56.00000 132608.00| 56.00000 132608.00 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0077 401-08338 801.000 TON | 55.00000 44055.00| 51.00000 40851.00| 51.00000 40851.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG25.0 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -6 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 36-2231526 |( 3 ) 38-1456833 |PRIMCO INC |WALSH CONSTR COMPANY |C A HULL COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 402-07450 319.000 TON | 58.00000 18502.00| 51.00000 16269.00| 51.00000 16269.00 HMA WEDGE AND LEVEL, TYPE A | | | 0079 406-05520 12.000 TON | 125.00000 1500.00| 50.00000 600.00| 50.00000 600.00 ASPHALT FOR TACK COAT | | | 0080 501-06322 43258.000 SYS | 29.75000 1286925.50| 33.03000 1428811.74| 35.00000 1514030.00 QC/QA-PCCP, 11 IN. | | | 0082 503-05240 23929.000 LFT | 8.15000 195021.35| 7.46000 178510.34| 9.00000 215361.00 D-1 CONTRACTION JOINT | | | 0083 503-05310 302.000 LFT | 102.30000 30894.60| 121.38000 36656.76| 120.00000 36240.00 TERMINAL JOINT | | | 0084 506-06333 73.000 SYS | 82.00000 5986.00| 49.50000 3613.50| 80.00000 5840.00 PCCP PATCHING, FULL DEPTH | | | 0085 601-01522 9.000 EACH | 1900.00000 17100.00| 1900.00000 17100.00| 2265.00000 20385.00 GUARDRAIL TRANSITION TYPE TGB | | | 0086 601-06854 2.000 EACH | 2500.00000 5000.00| 2500.00000 5000.00| 2900.00000 5800.00 GUARDRAIL, W-BEAM, NESTED | | | 0087 601-06855 18.000 EACH | 800.00000 14400.00| 800.00000 14400.00| 1150.00000 20700.00 GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHO | | | 0088 601-61390 3.000 EACH | 100.00000 300.00| 100.00000 300.00| 45.00000 135.00 GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0089 601-94689 6.000 EACH | 2800.00000 16800.00| 2800.00000 16800.00| 2600.00000 15600.00 GUARDRAIL END TREATMENT, OS | | | 0090 601-95344 1137.000 LFT | 193.00000 219441.00| 193.00000 219441.00| 106.54000 121135.98 HANDRAIL, PEDESTRIAN | | | 0091 601-99105 1947.000 LFT | 18.00000 35046.00| 18.00000 35046.00| 17.60000 34267.20 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0092 602-06729 112.000 EACH | 14.20000 1590.40| 12.00000 1344.00| 5.00000 560.00 BARRIER DELINEATOR | | | 0093 603-01932 5454.000 LFT | 19.50000 106353.00| 19.50000 106353.00| 21.00000 114534.00 FENCE, CHAIN LINK, 96 IN. , WITH BARBED | | | WIRE | | | 0094 603-03829 2039.000 LFT | 5.75000 11724.25| 5.75000 11724.25| 8.75000 17841.25 FENCE , FARM FIELD, MODIFIED | | | 0095 603-96521 1.000 EACH | 450.00000 450.00| 450.00000 450.00| 2200.00000 2200.00 FENCE GATE, CHAIN LINK, RESET | | | 0096 604-07901 84.000 SYS | 94.85000 7967.40| 121.22000 10182.48| 125.00000 10500.00 CURB RAMP, CONCRETE, G | | | 0097 604-90256 1185.000 SYS | 21.00000 24885.00| 54.52000 64606.20| 36.00000 42660.00 SIDEWALK, CONCRETE, 6 IN. | | | 0098 604-91531 4885.000 SYS | 18.50000 90372.50| 31.67000 154707.95| 30.00000 146550.00 SIDEWALK, CONCRETE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -7 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 36-2231526 |( 3 ) 38-1456833 |PRIMCO INC |WALSH CONSTR COMPANY |C A HULL COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0099 605-06095 2310.000 LFT | 7.10000 16401.00| 25.38000 58627.80| 6.00000 13860.00 CURB, INTEGRAL, B, CONCRETE | | | 0100 605-06100 9300.000 LFT | 7.75000 72075.00| 11.89000 110577.00| 7.00000 65100.00 CURB, INTEGRAL, C, CONCRETE | | | 0101 607-06335 101.000 LFT | 52.00000 5252.00| 48.82000 4930.82| 44.00000 4444.00 PAVED SIDE DITCH, A | | | 0102 608-05741 481586.000 LFT | 0.40000 192634.40| 0.43000 207081.98| 0.40000 192634.40 WICK DRAIN | | | 0103 609-06259 1143.000 SYS | 75.00000 85725.00| 62.13000 71014.59| 78.00000 89154.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0104 610-07487 754.000 TON | 75.70000 57077.80| 102.70000 77435.80| 100.00000 75400.00 HMA FOR APPROACHES, TYPE B | | | 0105 610-08446 89.000 SYS | 47.60000 4236.40| 63.26000 5630.14| 55.00000 4895.00 PCCP FOR APPROACHES, 6 IN. | | | 0106 610-09108 862.000 SYS | 50.90000 43875.80| 65.09000 56107.58| 55.00000 47410.00 PCCP FOR APPROACHES, 9 IN. | | | 0107 611-02825 1.000 EACH | 310.00000 310.00| 310.00000 310.00| 425.00000 425.00 MAILBOX ASSEMBLY, TRIPLE | | | 0108 611-06497 2.000 EACH | 140.00000 280.00| 140.00000 280.00| 220.00000 440.00 MAILBOX ASSEMBLY, SINGLE | | | 0109 611-06498 5.000 EACH | 170.00000 850.00| 170.00000 850.00| 220.00000 1100.00 MAILBOX ASSEMBLY, DOUBLE | | | 0110 616-02320 5795.000 SYS | 2.00000 11590.00| 1.80000 10431.00| 2.00000 11590.00 GEOTEXTILES | | | 0111 616-06405 3221.000 TON | 23.00000 74083.00| 20.76000 66867.96| 23.00000 74083.00 RIPRAP, REVETMENT | | | 0112 621-01004 3.000 EACH | 550.00000 1650.00| 550.00000 1650.00| 550.00000 1650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0113 621-02770 1147.000 SYS | 1.20000 1376.40| 1.20000 1376.40| 1.20000 1376.40 EROSION CONTROL BLANKET | | | 0114 621-04978 17842.000 SYS | 0.85000 15165.70| 0.85000 15165.70| 0.85000 15165.70 SEED MIXTURE , HERBACEOUS | | | 0115 621-04978 14634.000 SYS | 0.60000 8780.40| 0.60000 8780.40| 0.60000 8780.40 SEED MIXTURE , NO MOW | | | 0116 621-06557 2634.000 LBS | 2.25000 5926.50| 2.25000 5926.50| 2.25000 5926.50 SEED MIXTURE, T | | | 0117 621-06560 94480.000 SYS | 0.40000 37792.00| 0.40000 37792.00| 0.40000 37792.00 MULCHED SEEDING, U | | | 0118 621-06570 5345.000 CYS | 6.00000 32070.00| 6.00000 32070.00| 10.00000 53450.00 TOP SOIL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -8 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 36-2231526 |( 3 ) 38-1456833 |PRIMCO INC |WALSH CONSTR COMPANY |C A HULL COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0119 621-06574 3220.000 SYS | 3.75000 12075.00| 3.75000 12075.00| 3.75000 12075.00 SODDING | | | 0120 621-06626 3556.000 SYS | 1.10000 3911.60| 1.10000 3911.60| 1.10000 3911.60 MULCHED SEEDING, D | | | 0121 622-05625 20.000 EACH | 175.00000 3500.00| 175.00000 3500.00| 175.00000 3500.00 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 48 TO 72 IN. | | | 0122 622-05639 83.000 EACH | 45.00000 3735.00| 45.00000 3735.00| 45.00000 3735.00 PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | | IN. | | | 0123 622-05640 638.000 EACH | 50.00000 31900.00| 50.00000 31900.00| 50.00000 31900.00 PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | | IN. | | | 0124 622-05641 38.000 EACH | 50.00000 1900.00| 50.00000 1900.00| 50.00000 1900.00 PLANT, DECIDUOUS SHRUB, OVER 36 TO 48 | | | IN. | | | 0125 622-05649 49.000 EACH | 249.00000 12201.00| 249.00000 12201.00| 249.00000 12201.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0126 622-05650 139.000 EACH | 260.00000 36140.00| 260.00000 36140.00| 260.00000 36140.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0127 622-05654 132.000 EACH | 20.00000 2640.00| 20.00000 2640.00| 20.00000 2640.00 PLANT, PERENNIAL | | | 0128 628-09402 36.000 MOS | 1495.00000 53820.00| 2000.00000 72000.00| 1000.00000 36000.00 FIELD OFFICE, B | | | 0129 628-09407 72.000 MOS | 260.00000 18720.00| 83.33000 5999.76| 200.00000 14400.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 EACH | | | 0130 701-06011 9.000 EACH | 1200.00000 10800.00| 2500.00000 22500.00| 5000.00000 45000.00 DYNAMIC PILE LOAD TEST | | | 0131 701-09557 661.000 LFT | 28.70000 18970.70| 39.68000 26228.48| 20.00000 13220.00 TEST PILE, DYNAMIC, PRODUCTION | | | 0132 701-09559 9.000 EACH | 800.00000 7200.00| 1800.00000 16200.00| 2500.00000 22500.00 TEST PILE, DYNAMIC, RESTRIKE | | | 0133 701-09683 513.000 EACH | 125.00000 64125.00| 225.00000 115425.00| 150.00000 76950.00 PILE SHOE, HP 12 X 74 | | | 0134 701-95780 25923.000 LFT | 37.20000 964335.60| 40.94000 1061287.62| 20.00000 518460.00 PILE, STEEL H, HP 12" X 74 | | | 0135 702-03607 1.000 EACH | 250.00000 250.00| 83.28000 83.28| 1000.00000 1000.00 CORED HOLE IN CONCRETE | | | 0136 702-51005 3377.100 CYS | 345.00000 1165099.50| 450.00000 1519695.00| 650.00000 2195115.00 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -9 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 36-2231526 |( 3 ) 38-1456833 |PRIMCO INC |WALSH CONSTR COMPANY |C A HULL COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0137 702-51015 1033.800 CYS | 195.00000 201591.00| 325.00000 335985.00| 650.00000 671970.00 CONCRETE, B, FOOTINGS | | | 0138 702-51110 11636.000 LBS | 2.00000 23272.00| 2.38000 27693.68| 10.00000 116360.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0139 702-90915 369.000 CYS | 285.00000 105165.00| 320.00000 118080.00| 550.00000 202950.00 CONCRETE, A | | | 0140 703-06028 291954.000 LBS | 0.72000 210206.88| 0.50000 145977.00| 0.65000 189770.10 REINFORCING BARS | | | 0141 703-06029 1436863.000 LBS | 0.76000 1092015.88| 0.59000 847749.17| 0.75000 1077647.25 REINFORCING BARS, EPOXY COATED | | | 0142 704-51002 4583.900 CYS | 435.00000 1993996.50| 500.00000 2291950.00| 600.00000 2750340.00 CONCRETE, C, SUPERSTRUCTURE | | | 0143 706-06339 4507.000 LFT | 67.00000 301969.00| 67.00000 301969.00| 80.00000 360560.00 RAILING, PF-1 , MODIFIED | | | 0144 706-06339 1075.000 LFT | 145.00000 155875.00| 145.00000 155875.00| 120.00000 129000.00 RAILING, PF-1 , MODIFIED WITH SCREEN | | | BACKING | | | 0145 706-06343 937.000 LFT | 117.00000 109629.00| 117.00000 109629.00| 120.00000 112440.00 RAILING, PS-2 , MODIFIED | | | 0146 706-06343 1124.000 LFT | 195.00000 219180.00| 195.00000 219180.00| 165.00000 185460.00 RAILING, PS-2 , MODIFIED WITH SCREEN | | | BACKING | | | 0148 706-06351 7.000 EACH | 2080.00000 14560.00| 2782.00000 19474.00| 2400.00000 16800.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-1 , MODIFIED | | | 0149 706-06353 1.000 EACH | 3065.00000 3065.00| 9045.30000 9045.30| 2800.00000 2800.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPS-1 , MODIFIED | | | 0150 706-06354 4.000 EACH | 2090.00000 8360.00| 7172.76000 28691.04| 3000.00000 12000.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPS-2 , MODIFIED | | | 0151 706-08344 2558.000 SYS | 72.50000 185455.00| 86.14000 220346.12| 70.00000 179060.00 REINFORCED CONCRETE MOMENT SLAB | | | 0152 706-51020 469.800 CYS | 695.00000 326511.00| 868.04000 407805.19| 640.00000 300672.00 CONCRETE, C, RAILING | | | 0153 706-92612 1791.000 LFT | 55.50000 99400.50| 64.17000 114928.47| 65.00000 116415.00 RAILING, CONCRETE, C, MODIFIED | | | 0154 707-08476 11547.000 LFT | 179.78000 2075919.66| 300.00000 3464100.00| 265.00000 3059955.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 72 IN. X 48 IN. | | | 0155 707-08643 761.000 LFT | 185.20000 140937.20| 275.00000 209275.00| 200.00000 152200.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 60 IN. X 48 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -10 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 36-2231526 |( 3 ) 38-1456833 |PRIMCO INC |WALSH CONSTR COMPANY |C A HULL COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0156 709-51821 LUMP | 4000.00000 4000.00| 6525.00000 6525.00| 6525.00000 6525.00 SURFACE SEAL , STR. NO. 1 | | | 0157 709-51821 LUMP | 20000.00000 20000.00| 40590.00000 40590.00| 40590.00000 40590.00 SURFACE SEAL , STR. NO. 2 | | | 0158 709-51821 LUMP | 18000.00000 18000.00| 38115.00000 38115.00| 38115.00000 38115.00 SURFACE SEAL , STR. NO. 3 | | | 0159 711-51070 32.000 EACH | 130.50000 4176.00| 96.13000 3076.16| 50.00000 1600.00 ANCHOR PLATE, AP 1 | | | 0160 715-03025 8.000 EACH | 3200.00000 25600.00| 3200.00000 25600.00| 3200.00000 25600.00 SANITARY MANHOLE , 48 IN. DIA. | | | 0161 715-03025 4.000 EACH | 5300.00000 21200.00| 5300.00000 21200.00| 5300.00000 21200.00 SANITARY MANHOLE , 60 IN. DIA. | | | 0162 715-04612 135.000 LFT | 100.00000 13500.00| 100.00000 13500.00| 100.00000 13500.00 PIPE , SANITARY, 27 IN. | | | 0163 715-04612 733.000 LFT | 165.00000 120945.00| 165.00000 120945.00| 165.00000 120945.00 PIPE , STEEL CASING, 24 IN. , | | | 0164 715-04612 261.000 LFT | 200.00000 52200.00| 200.00000 52200.00| 200.00000 52200.00 PIPE , STEEL CASING, 30 IN., | | | 0165 715-04612 130.000 LFT | 230.00000 29900.00| 230.00000 29900.00| 230.00000 29900.00 PIPE , STEEL CASING, 36 IN., | | | 0166 715-04664 840.000 LFT | 88.00000 73920.00| 88.00000 73920.00| 88.00000 73920.00 PIPE, DUCTILE IRON, 20 IN. | | | 0167 715-05024 3748.000 LFT | 70.00000 262360.00| 70.00000 262360.00| 70.00000 262360.00 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0168 715-05048 14369.000 LFT | 5.00000 71845.00| 5.00000 71845.00| 5.00000 71845.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0169 715-05053 297.000 LFT | 13.00000 3861.00| 13.00000 3861.00| 13.00000 3861.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0170 715-05062 LUMP | 970.00000 970.00| 970.00000 970.00| 970.00000 970.00 WATER SERVICE LINE | | | 0171 715-05149 2777.000 LFT | 26.00000 72202.00| 26.00000 72202.00| 26.00000 72202.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0172 715-05151 1534.000 LFT | 25.00000 38350.00| 25.00000 38350.00| 25.00000 38350.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0173 715-05152 1261.000 LFT | 28.00000 35308.00| 28.00000 35308.00| 28.00000 35308.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0174 715-05153 1117.000 LFT | 31.00000 34627.00| 31.00000 34627.00| 31.00000 34627.00 PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0175 715-05154 262.000 LFT | 36.00000 9432.00| 36.00000 9432.00| 36.00000 9432.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0176 715-05156 646.000 LFT | 68.00000 43928.00| 68.00000 43928.00| 68.00000 43928.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -11 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 36-2231526 |( 3 ) 38-1456833 |PRIMCO INC |WALSH CONSTR COMPANY |C A HULL COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0177 715-05162 330.000 LFT | 100.00000 33000.00| 100.00000 33000.00| 100.00000 33000.00 PIPE, TYPE 2, CIRCULAR, 54 IN. | | | 0178 715-05168 53.000 LFT | 29.00000 1537.00| 29.00000 1537.00| 29.00000 1537.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0179 715-05177 106.000 LFT | 82.00000 8692.00| 82.00000 8692.00| 82.00000 8692.00 PIPE, TYPE 3, CIRCULAR, 36 IN. | | | 0180 715-05361 195.000 LFT | 38.00000 7410.00| 38.00000 7410.00| 38.00000 7410.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 1.1 | | | SQ. FT. | | | 0181 715-05407 200.000 LFT | 18.50000 3700.00| 11.36000 2272.00| 25.00000 5000.00 PIPE, END BENT DRAIN, 6 IN. | | | 0183 715-05411 266.000 LFT | 28.00000 7448.00| 28.00000 7448.00| 28.00000 7448.00 PIPE, SANITARY SEWER, 12 IN. | | | 0184 715-05412 242.000 LFT | 60.00000 14520.00| 60.00000 14520.00| 60.00000 14520.00 PIPE, SANITARY SEWER, 15 IN. | | | 0185 715-05413 400.000 LFT | 65.00000 26000.00| 65.00000 26000.00| 65.00000 26000.00 PIPE, SANITARY SEWER, 18 IN. | | | 0186 715-08048 2.000 EACH | 30000.00000 60000.00| 30000.00000 60000.00| 30000.00000 60000.00 STORMWATER TREATMENT SYSTEM | | | 0187 715-08250 586.000 LFT | 75.00000 43950.00| 75.00000 43950.00| 75.00000 43950.00 PIPE, DUCTILE IRON, 12 IN. | | | 0188 715-08282 755.000 TON | 80.00000 60400.00| 90.00000 67950.00| 90.00000 67950.00 HMA FOR STRUCTURE INSTALLATION, TYPE A | | | 0189 715-46000 39.000 EACH | 290.00000 11310.00| 290.00000 11310.00| 290.00000 11310.00 PIPE END SECTION, 12 IN. | | | 0190 715-46005 3.000 EACH | 322.00000 966.00| 322.00000 966.00| 322.00000 966.00 PIPE END SECTION, 15 IN. | | | 0191 715-46015 2.000 EACH | 492.00000 984.00| 492.00000 984.00| 492.00000 984.00 PIPE END SECTION, 21 IN. | | | 0192 715-46040 6.000 EACH | 970.00000 5820.00| 970.00000 5820.00| 970.00000 5820.00 PIPE END SECTION, 36 IN. | | | 0193 715-46045 8.000 EACH | 340.00000 2720.00| 340.00000 2720.00| 340.00000 2720.00 PIPE END SECTION, MIN. AREA 1.1 SQ. FT. | | | 0194 715-90714 103.000 LFT | 32.25000 3321.75| 24.82000 2556.46| 15.00000 1545.00 PIPE, PVC, 12 IN. | | | 0195 715-91361 769.000 LFT | 21.70000 16687.30| 18.78000 14441.82| 10.00000 7690.00 PIPE, PVC, 6 IN. | | | 0196 715-91738 35.000 LFT | 90.00000 3150.00| 90.00000 3150.00| 90.00000 3150.00 WATER MAIN, DUCTILE IRON, 6 IN. | | | 0197 715-91739 902.000 LFT | 36.00000 32472.00| 36.00000 32472.00| 36.00000 32472.00 WATER MAIN, DUCTILE IRON, 8 IN. | | | 0198 715-92537 1058.000 LFT | 25.10000 26555.80| 31.34000 33157.72| 12.00000 12696.00 PIPE, PVC, 8 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -12 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 36-2231526 |( 3 ) 38-1456833 |PRIMCO INC |WALSH CONSTR COMPANY |C A HULL COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0199 715-92544 1244.000 LFT | 45.00000 55980.00| 45.00000 55980.00| 45.00000 55980.00 WATER MAIN, DUCTILE IRON, 12 IN. | | | 0200 715-96669 3950.000 LFT | 50.00000 197500.00| 50.00000 197500.00| 50.00000 197500.00 WATER MAIN, DUCTILE IRON, 16 IN. | | | 0201 715-96881 1.000 EACH | 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 PIPE END SECTION, 54 IN. | | | 0202 716-01382 3.000 EACH | 3300.00000 9900.00| 3300.00000 9900.00| 3300.00000 9900.00 AIR RELEASE VALVE AND STRUCTURE, | | | COMPLETE | | | 0203 716-07633 250.000 LFT | 230.00000 57500.00| 280.00000 70000.00| 280.00000 70000.00 PIPE INSTALLATION, TRENCHLESS, 24 IN. | | | 0204 716-07634 598.000 LFT | 245.00000 146510.00| 325.00000 194350.00| 325.00000 194350.00 PIPE INSTALLATION, TRENCHLESS, 30 IN. | | | 0205 716-07635 299.000 LFT | 430.00000 128570.00| 430.00000 128570.00| 430.00000 128570.00 PIPE INSTALLATION, TRENCHLESS, 36 IN. | | | 0206 716-09551 110.000 LFT | 225.00000 24750.00| 290.00000 31900.00| 290.00000 31900.00 PIPE INSTALLATION, TRENCHLESS, 20 IN. | | | 0207 718-06528 8.000 EACH | 775.00000 6200.00| 775.00000 6200.00| 775.00000 6200.00 OUTLET PROTECTOR, 1 | | | 0208 718-52610 1295.000 CYS | 42.00000 54390.00| 42.00000 54390.00| 42.00000 54390.00 AGGREGATE FOR UNDERDRAINS | | | 0209 718-99153 15303.000 SYS | 1.00000 15303.00| 1.00000 15303.00| 1.00000 15303.00 GEOTEXTILES FOR UNDERDRAIN | | | 0210 720-01092 2.000 EACH | 4100.00000 8200.00| 4100.00000 8200.00| 4100.00000 8200.00 MANHOLE, J15, MODIFIED | | | 0211 720-02367 1.000 EACH | 3700.00000 3700.00| 3700.00000 3700.00| 3700.00000 3700.00 MANHOLE, J10 | | | 0212 720-03988 2.000 EACH | 5000.00000 10000.00| 5000.00000 10000.00| 5000.00000 10000.00 MANHOLE, J4, DROP | | | 0213 720-44000 4.000 EACH | 350.00000 1400.00| 350.00000 1400.00| 350.00000 1400.00 CASTING, ADJUST TO GRADE | | | 0215 720-45030 8.000 EACH | 1400.00000 11200.00| 1400.00000 11200.00| 1400.00000 11200.00 INLET, E7 | | | 0216 720-45041 9.000 EACH | 3100.00000 27900.00| 3100.00000 27900.00| 3100.00000 27900.00 INLET, H5 | | | 0217 720-45045 47.000 EACH | 1700.00000 79900.00| 1700.00000 79900.00| 1700.00000 79900.00 INLET, J10 | | | 0218 720-45055 22.000 EACH | 1700.00000 37400.00| 1700.00000 37400.00| 1700.00000 37400.00 INLET, M10 | | | 0219 720-45065 1.000 EACH | 4100.00000 4100.00| 4100.00000 4100.00| 4100.00000 4100.00 INLET, N12 , MODIFIED | | | 0220 720-45155 1.000 EACH | 1800.00000 1800.00| 1800.00000 1800.00| 1800.00000 1800.00 INLET, M10, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -13 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 36-2231526 |( 3 ) 38-1456833 |PRIMCO INC |WALSH CONSTR COMPANY |C A HULL COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0221 720-45410 21.000 EACH | 2300.00000 48300.00| 2300.00000 48300.00| 2300.00000 48300.00 MANHOLE, C4 | | | 0222 720-90129 2.000 EACH | 3700.00000 7400.00| 3700.00000 7400.00| 3700.00000 7400.00 MANHOLE, J2 | | | 0223 720-93501 2.000 EACH | 7500.00000 15000.00| 7500.00000 15000.00| 7500.00000 15000.00 MANHOLE, L4 | | | 0224 720-94612 1.000 EACH | 4000.00000 4000.00| 4000.00000 4000.00| 4000.00000 4000.00 MANHOLE, K4 | | | 0225 720-95101 1.000 EACH | 8000.00000 8000.00| 8000.00000 8000.00| 8000.00000 8000.00 MANHOLE, L2 | | | 0226 720-95422 18.000 EACH | 3500.00000 63000.00| 3500.00000 63000.00| 3500.00000 63000.00 MANHOLE, J4 | | | 0227 720-96999 8.000 EACH | 3600.00000 28800.00| 3600.00000 28800.00| 3600.00000 28800.00 FIRE HYDRANT ASSEMBLY | | | 0228 720-98174 3.000 EACH | 2300.00000 6900.00| 2300.00000 6900.00| 2300.00000 6900.00 INLET, B15 | | | 0229 720-98555 1.000 EACH | 2400.00000 2400.00| 2400.00000 2400.00| 2400.00000 2400.00 INLET, C15 | | | 0230 721-43010 2.000 EACH | 2100.00000 4200.00| 2100.00000 4200.00| 2100.00000 4200.00 AUTOMATIC DRAINAGE GATE, 18 IN. | | | 0231 723-08311 90.000 LFT | 2375.00000 213750.00| 3500.00000 315000.00| 3000.00000 270000.00 STRUCTURE, PRECAST THREE-SIDED, 240 IN. | | | X 144 IN. , MODIFIED WITH A 5FT. 9 IN. | | | PEDESTAL | | | 0232 723-08608 1548.000 SFT | 63.85000 98839.80| 67.25000 104103.00| 40.00000 61920.00 WINGWALL | | | 0233 724-51925 319.000 LFT | 155.50000 49604.50| 124.44000 39696.36| 180.00000 57420.00 STRUCTURAL EXPANSION JOINT, SS | | | 0234 731-07016 2748.000 SFT | 13.00000 35724.00| 18.00000 49464.00| 25.00000 68700.00 FACE PANELS, WIRE | | | 0235 731-93945 82896.000 SFT | 12.05000 998896.80| 18.00000 1492128.00| 11.00000 911856.00 FACE PANELS, CONCRETE | | | 0236 731-93946 82896.000 SFT | 4.00000 331584.00| 12.00000 994752.00| 7.50000 621720.00 WALL ERECTION | | | 0237 731-93947 2632.000 LFT | 20.25000 53298.00| 12.41000 32663.12| 25.00000 65800.00 LEVELING PAD, CONCRETE | | | 0238 732-02433 2.000 EACH | 1800.00000 3600.00| 1800.00000 3600.00| 1800.00000 3600.00 VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON, 12 IN. | | | 0239 732-02531 1.000 EACH | 900.00000 900.00| 900.00000 900.00| 900.00000 900.00 VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -14 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 36-2231526 |( 3 ) 38-1456833 |PRIMCO INC |WALSH CONSTR COMPANY |C A HULL COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0240 732-02532 3.000 EACH | 1100.00000 3300.00| 1100.00000 3300.00| 1100.00000 3300.00 VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON, 8 IN. | | | 0241 732-04926 1.000 EACH | 4800.00000 4800.00| 4800.00000 4800.00| 4800.00000 4800.00 VALVE WITH BOX, RESTRAINED, BUTTERFLY, | | | DUCTILE | | | 0243 732-04926 8.000 EACH | 5000.00000 40000.00| 5000.00000 40000.00| 5000.00000 40000.00 VALVE WITH BOX, RESTRIANED, GATE | | | DUCTILE IRON, | | | 0244 801-01504 4.000 EACH | 124.00000 496.00| 124.00000 496.00| 124.00000 496.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0245 801-01505 4.000 EACH | 126.00000 504.00| 126.00000 504.00| 126.00000 504.00 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0246 801-04308 7.000 EACH | 660.00000 4620.00| 660.00000 4620.00| 660.00000 4620.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0247 801-06196 53.000 EACH | 122.00000 6466.00| 122.00000 6466.00| 122.00000 6466.00 DETOUR ROUTE MARKER ASSEMBLY, MULTIPLE | | | ROUTES | | | 0248 801-06207 8673.000 LFT | 0.01000 86.73| 0.01000 86.73| 0.01000 86.73 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0249 801-06640 22.000 EACH | 400.00000 8800.00| 400.00000 8800.00| 400.00000 8800.00 CONSTRUCTION SIGN, A | | | 0250 801-06710 400.000 DAY | 0.01000 4.00| 0.01000 4.00| 0.01000 4.00 FLASHING ARROW SIGN | | | 0251 801-06775 LUMP | 14600.00000 14600.00| 250000.00000 250000.00| 250000.00000 250000.00 MAINTAINING TRAFFIC | | | 0252 801-07024 2.000 EACH | 6900.00000 13800.00| 6900.00000 13800.00| 2500.00000 5000.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0253 801-07118 96.000 LFT | 20.65000 1982.40| 20.65000 1982.40| 20.65000 1982.40 BARRICADE, III-A | | | 0254 801-07119 36.000 LFT | 26.20000 943.20| 26.20000 943.20| 26.20000 943.20 BARRICADE, III-B | | | 0255 801-08401 995.000 LFT | 25.50000 25372.50| 29.58000 29432.10| 15.00000 14925.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0256 801-08508 150.000 LFT | 28.50000 4275.00| 39.32000 5898.00| 45.00000 6750.00 TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0257 802-05704 262.000 LFT | 12.00000 3144.00| 12.00000 3144.00| 8.50000 2227.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -15 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 36-2231526 |( 3 ) 38-1456833 |PRIMCO INC |WALSH CONSTR COMPANY |C A HULL COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0258 802-76025 285.000 SFT | 12.50000 3562.50| 12.50000 3562.50| 16.75000 4773.75 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0259 802-76035 65.000 SFT | 13.75000 893.75| 13.75000 893.75| 11.50000 747.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0260 802-76045 214.000 SFT | 14.00000 2996.00| 14.00000 2996.00| 14.75000 3156.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0261 805-01815 8.000 EACH | 2000.00000 16000.00| 2000.00000 16000.00| 2250.00000 18000.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0262 805-01815 2.000 EACH | 3200.00000 6400.00| 3200.00000 6400.00| 2800.00000 5600.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. , ON PILE | | | 0263 805-01842 26.000 EACH | 600.00000 15600.00| 600.00000 15600.00| 1000.00000 26000.00 HANDHOLE, SIGNAL | | | 0264 805-01844 4160.000 LFT | 12.00000 49920.00| 12.00000 49920.00| 8.50000 35360.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0265 805-01879 3.000 EACH | 600.00000 1800.00| 600.00000 1800.00| 725.00000 2175.00 SIGNAL SERVICE, INSTALL | | | 0266 805-02087 LUMP | 500.00000 500.00| 500.00000 500.00| 600.00000 600.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0267 805-02373 5000.000 LFT | 1.50000 7500.00| 1.50000 7500.00| 2.70000 13500.00 INTERCONNECT CABLE, FIBER OPTIC | | | 0268 805-02639 1.000 EACH | 2100.00000 2100.00| 2100.00000 2100.00| 2385.00000 2385.00 SIGNAL POLE, MAST ARM 20 FT. | | | 0269 805-04757 1.000 EACH | 2200.00000 2200.00| 2200.00000 2200.00| 2475.00000 2475.00 SIGNAL POLE, MAST ARM, 35 FT. | | | 0270 805-04940 2.000 EACH | 850.00000 1700.00| 850.00000 1700.00| 1100.00000 2200.00 MAST ARM ASSEMBLY WITH POLE MOUNTING | | | CLAMP | | | 0271 805-07767 1612.000 LFT | 2.40000 3868.80| 2.40000 3868.80| 2.00000 3224.00 SIGNAL CABLE, 12C 14GA | | | 0272 805-09344 2.000 EACH | 2130.00000 4260.00| 2130.00000 4260.00| 2500.00000 5000.00 WIRELESS ACCESS POINT WITH MOUNTING | | | BRACKET | | | 0273 805-09344 2.000 EACH | 1150.00000 2300.00| 1150.00000 2300.00| 1475.00000 2950.00 WIRELESS REPEATER WITH MOUNTING BRACKET | | | 0274 805-09344 1.000 EACH | 2125.00000 2125.00| 2125.00000 2125.00| 2430.00000 2430.00 WIRELESS VEHICLE DETECTION SYSTEM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -16 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 36-2231526 |( 3 ) 38-1456833 |PRIMCO INC |WALSH CONSTR COMPANY |C A HULL COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0275 805-09344 19.000 EACH | 750.00000 14250.00| 750.00000 14250.00| 700.00000 13300.00 WIRELESS VEHICLE SENSOR NODE | | | 0276 805-78109 3.000 EACH | 10515.00000 31545.00| 10515.00000 31545.00| 12200.00000 36600.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0277 805-78205 14.000 EACH | 800.00000 11200.00| 800.00000 11200.00| 970.00000 13580.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0278 805-78215 3.000 EACH | 690.00000 2070.00| 690.00000 2070.00| 860.00000 2580.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER ARROW, GREEN ARROW | | | 0279 805-78230 8.000 EACH | 1100.00000 8800.00| 1100.00000 8800.00| 1425.00000 11400.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0280 805-78415 9.000 EACH | 1650.00000 14850.00| 1650.00000 14850.00| 2000.00000 18000.00 SPAN, CATENARY, AND TETHER | | | 0281 805-78420 11.000 EACH | 225.00000 2475.00| 225.00000 2475.00| 215.00000 2365.00 DISCONNECT HANGER | | | 0282 805-78467 47.000 LFT | 3.00000 141.00| 3.00000 141.00| 1.90000 89.30 SIGNAL CABLE, 3C 8GA. | | | 0283 805-78470 11183.000 LFT | 0.85000 9505.55| 0.85000 9505.55| 0.13000 1453.79 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0284 805-78485 751.000 LFT | 1.55000 1164.05| 1.55000 1164.05| 1.40000 1051.40 SIGNAL CABLE, 5C 14GA. | | | 0285 805-78490 389.000 LFT | 1.65000 641.85| 1.65000 641.85| 1.50000 583.50 SIGNAL CABLE, 7C 14GA. | | | 0286 805-78510 8883.000 LFT | 0.93000 8261.19| 0.93000 8261.19| 1.25000 11103.75 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0287 805-78785 24.000 EACH | 575.00000 13800.00| 575.00000 13800.00| 635.00000 15240.00 SIGNAL DETECTOR HOUSING | | | 0288 805-78795 3550.000 LFT | 11.00000 39050.00| 11.00000 39050.00| 7.50000 26625.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0289 805-78925 3.000 EACH | 515.00000 1545.00| 515.00000 1545.00| 950.00000 2850.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0291 805-81060 10.000 EACH | 4755.00000 47550.00| 4755.00000 47550.00| 4665.00000 46650.00 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0292 805-86890 5065.000 LFT | 0.60000 3039.00| 0.60000 3039.00| 0.85000 4305.25 POLE CIRCUIT CABLE, 1C NO. 10 THW OR TW | | | STRANDED COPPER | | | 0293 805-86900 8.000 EACH | 350.00000 2800.00| 350.00000 2800.00| 165.00000 1320.00 JUNCTION BOX | | | 0294 805-92504 27.000 EACH | 10.00000 270.00| 10.00000 270.00| 430.00000 11610.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -17 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 36-2231526 |( 3 ) 38-1456833 |PRIMCO INC |WALSH CONSTR COMPANY |C A HULL COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0295 807-01878 53.000 EACH | 170.00000 9010.00| 170.00000 9010.00| 240.00000 12720.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 250 WATT | | | 0296 807-02106 14.000 EACH | 725.00000 10150.00| 725.00000 10150.00| 975.00000 13650.00 LUMINAIRE, UNDERPASS, WALL MOUNTED, | | | HIGH PRESSURE SODIUM, WITH VANDAL | | | SHIELD, 150 WATT, FURNISH | | | 0297 807-02191 6.000 EACH | 600.00000 3600.00| 600.00000 3600.00| 1000.00000 6000.00 HANDHOLE, LIGHTING | | | 0298 807-02193 37.000 EACH | 800.00000 29600.00| 800.00000 29600.00| 840.00000 31080.00 LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | | 8 FT. | | | 0299 807-04651 3070.000 LFT | 7.00000 21490.00| 7.00000 21490.00| 5.25000 16117.50 WIRE , NO. 4, COPPER, IN PLASTIC DUCT, | | | 0300 807-04651 2210.000 LFT | 9.00000 19890.00| 9.00000 19890.00| 5.25000 11602.50 WIRE , NO. 4, COPPER, IN PLASTIC DUCT, | | | 0301 807-04653 16.000 EACH | 696.50000 11144.00| 282.83000 4525.28| 430.00000 6880.00 LIGHTING FOUNDATION , BRIDGE MOUNT, | | | WITH GROUNDING | | | 0302 807-04654 16.000 EACH | 1400.00000 22400.00| 1400.00000 22400.00| 1725.00000 27600.00 LIGHT POLE , 40 FT., E.M.H., 8 FT. MAST | | | ARM, | | | 0303 807-04654 37.000 EACH | 1500.00000 55500.00| 1500.00000 55500.00| 1730.00000 64010.00 LIGHT POLE , 40 FT., E.M.H., 8 FT. MAST | | | ARM, | | | 0304 807-07580 7464.000 LFT | 7.00000 52248.00| 7.00000 52248.00| 5.50000 41052.00 WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0305 807-08214 3070.000 LFT | 2.00000 6140.00| 2.00000 6140.00| 3.20000 9824.00 CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0306 807-82051 2.000 EACH | 475.00000 950.00| 475.00000 950.00| 395.00000 790.00 UNDERPASS CIRCUIT INSTALLATION, 1 | | | LUMINAIRE | | | 0307 807-82052 6.000 EACH | 475.00000 2850.00| 475.00000 2850.00| 475.00000 2850.00 UNDERPASS CIRCUIT INSTALLATION, 2 | | | LUMINAIRES | | | 0308 807-86805 1.000 EACH | 3200.00000 3200.00| 3200.00000 3200.00| 2600.00000 2600.00 SERVICE POINT, I | | | 0309 807-86810 2.000 EACH | 3500.00000 7000.00| 3500.00000 7000.00| 3640.00000 7280.00 SERVICE POINT, II | | | 0310 807-86905 2.000 EACH | 50.00000 100.00| 50.00000 100.00| 25.00000 50.00 TRANSITION FITTINGS, GALVANIZED STEEL | | | CONDUIT TO PLASTIC CABLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -18 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 36-2231526 |( 3 ) 38-1456833 |PRIMCO INC |WALSH CONSTR COMPANY |C A HULL COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0311 807-86910 53.000 EACH | 35.00000 1855.00| 35.00000 1855.00| 45.00000 2385.00 CONNECTOR KIT, UNFUSED | | | 0312 807-86915 53.000 EACH | 35.00000 1855.00| 35.00000 1855.00| 45.00000 2385.00 CONNECTOR KIT, FUSED | | | 0313 807-86920 132.000 EACH | 15.00000 1980.00| 15.00000 1980.00| 14.00000 1848.00 MULTIPLE COMPRESSION FITTING, | | | NON-WATERPROOFED | | | 0314 807-86925 16.000 EACH | 15.00000 240.00| 15.00000 240.00| 18.00000 288.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0315 807-86930 106.000 EACH | 15.00000 1590.00| 15.00000 1590.00| 6.50000 689.00 INSULATION LINK, NONWATERPROOFED | | | 0316 807-86935 24.000 EACH | 15.00000 360.00| 15.00000 360.00| 9.50000 228.00 INSULATION LINK, WATERPROOFED | | | 0317 807-86955 8.000 EACH | 115.00000 920.00| 115.00000 920.00| 95.00000 760.00 CABLE DUCT MARKER | | | 0318 808-03002 3226.000 LFT | 0.46000 1483.96| 0.46000 1483.96| 0.46000 1483.96 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0319 808-03631 22207.000 LFT | 0.46000 10215.22| 0.01000 222.07| 0.46000 10215.22 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0320 808-03632 18583.000 LFT | 0.46000 8548.18| 0.46000 8548.18| 0.46000 8548.18 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0321 808-06701 448.000 LFT | 0.30000 134.40| 0.30000 134.40| 0.30000 134.40 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0322 808-06703 6169.000 LFT | 0.30000 1850.70| 0.30000 1850.70| 0.30000 1850.70 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0323 808-06716 5973.000 LFT | 0.40000 2389.20| 0.40000 2389.20| 0.40000 2389.20 LINE, REMOVE | | | 0324 808-06800 303.000 LFT | 14.60000 4423.80| 14.60000 4423.80| 14.60000 4423.80 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH LINE, 24 IN. | | | 0325 808-74805 327.000 LFT | 15.20000 4970.40| 15.20000 4970.40| 15.20000 4970.40 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0326 808-74807 18.000 EACH | 123.50000 2223.00| 123.50000 2223.00| 123.50000 2223.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0327 808-74808 8.000 EACH | 134.50000 1076.00| 134.50000 1076.00| 134.50000 1076.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0328 808-75067 157.000 LFT | 9.40000 1475.80| 9.40000 1475.80| 9.40000 1475.80 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -19 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 36-2231526 |( 3 ) 38-1456833 |PRIMCO INC |WALSH CONSTR COMPANY |C A HULL COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0329 808-75240 326.000 LFT | 0.30000 97.80| 0.30000 97.80| 0.30000 97.80 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0330 808-75245 6056.000 LFT | 0.30000 1816.80| 0.30000 1816.80| 0.30000 1816.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0331 808-75297 106.000 LFT | 4.75000 503.50| 4.75000 503.50| 4.75000 503.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0332 808-75320 19.000 EACH | 60.00000 1140.00| 60.00000 1140.00| 60.00000 1140.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0333 808-75325 4.000 EACH | 94.00000 376.00| 94.00000 376.00| 94.00000 376.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0334 808-92027 1062.000 LFT | 0.95000 1008.90| 0.95000 1008.90| 0.95000 1008.90 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0335 808-94455 166.000 LFT | 4.50000 747.00| 4.50000 747.00| 4.50000 747.00 TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 6 IN. | | | 0336 808-98000 2624.000 LFT | 1.20000 3148.80| 1.20000 3148.80| 1.20000 3148.80 LINE, EPOXY, SOLID, YELLOW, 8 IN. | | | 0337 206-51817 2723.000 SFT | 30.15000 82098.45| 100.00000 272300.00| 30.00000 81690.00 SHEET PILING, STEEL | | | 0338 205-09543 100.000 TON | 20.00000 2000.00| 20.00000 2000.00| 20.00000 2000.00 NO 2 STONE | | | 0339 303-08210 400.000 TON | 37.00000 14800.00| 37.00000 14800.00| 37.00000 14800.00 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0340 801-03290 2.000 EACH | 425.00000 850.00| 425.00000 850.00| 425.00000 850.00 CONSTRUCTION SIGN, C | | | 0341 801-06539 LUMP | 4500.00000 4500.00| 4500.00000 4500.00| 12400.00000 12400.00 TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0342 801-02617 4.000 EACH | 700.00000 2800.00| 700.00000 2800.00| 500.00000 2000.00 TEMPORARY POLE, WOOD, WITH DOWN GUYS | | | AND ANCHORS | | | 0343 801-94295 8.000 EACH | 125.00000 1000.00| 125.00000 1000.00| 130.00000 1040.00 SIGNAL HEAD, RELOCATE | | | 0344 805-02595 2.000 EACH | 250.00000 500.00| 250.00000 500.00| 300.00000 600.00 CONTROLLER, RESET TIMING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -20 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 36-2231526 |( 3 ) 38-1456833 |PRIMCO INC |WALSH CONSTR COMPANY |C A HULL COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0345 202-03000 LUMP | 1.00000 1.00| 7800.00000 7800.00| 7800.00000 7800.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 39 | | | 0346 501-06727 LUMP | 2000.00000 2000.00| 3600.00000 3600.00| 15000.00000 15000.00 CORING, PCCP | | | 0347 711-51114 44.000 EACH | 85.00000 3740.00| 20.20000 888.80| 50.00000 2200.00 ANCHOR BOLT, AR22 | | | 0348 732-04836 1.000 EACH | 10000.00000 10000.00| 10000.00000 10000.00| 10000.00000 10000.00 GATE VALVE | | | 0349 802-76125 2.000 EACH | 8800.00000 17600.00| 8800.00000 17600.00| 10200.00000 20400.00 SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0350 802-07135 4.000 EACH | 1500.00000 6000.00| 1500.00000 6000.00| 1700.00000 6800.00 CABLE SPAN SIGN STRUCTURE FOUNDATION, I | | | SECTION TOTALS | $ 28,792,378.86| $ 34,665,321.59| $ 35,132,683.94 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 28,792,378.86| $ 34,665,321.59| $ 35,132,683.94 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -21 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 34-0907180 |( 5 ) 34-4456871 |( ) |E S WAGNER COMPANY |MILLER BROS. CONSTRUCTION I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP | 128496.65000 128496.65| 200000.00000 200000.00| CONSTRUCTION ENGINEERING | | | 0002 105-06899 4.000 EACH | 171.89000 687.56| 50.00000 200.00| RADIO | | | 0003 105-08520 4.000 EACH | 171.89000 687.56| 50.00000 200.00| CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 144.000 MOS | 75.00000 10800.00| 75.00000 10800.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 144.000 MOS | 85.95000 12376.80| 65.00000 9360.00| RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 108-01614 LUMP | 19349.32000 19349.32| 15300.00000 15300.00| PARTNERING OVERHEAD | | | 0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0011 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, PCCP | | | 0012 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0013 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0014 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PROJECT ESTIMATE ADJUSTMENT | | | 0015 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0016 110-01001 LUMP | 1307851.32000 1307851.32| 1800000.00000 1800000.00| MOBILIZATION AND DEMOBILIZATION | | | 0017 201-52370 LUMP | 188544.88000 188544.88| 200000.00000 200000.00| CLEARING RIGHT OF WAY | | | 0018 202-01000 LUMP | 49575.62000 49575.62| 25000.00000 25000.00| STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0019 202-01300 1.000 EACH | 1500.00000 1500.00| 1500.00000 1500.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -22 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 34-0907180 |( 5 ) 34-4456871 |( ) |E S WAGNER COMPANY |MILLER BROS. CONSTRUCTION I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-02240 2246.000 SYS | 7.48000 16800.08| 15.00000 33690.00| PAVEMENT REMOVAL | | | 0021 202-02273 73.000 SYS | 13.24000 966.52| 75.00000 5475.00| CENTER CURB, CONCRETE, REMOVE | | | 0022 202-02637 1642.000 LFT | 7.13000 11707.46| 8.00000 13136.00| PIPE, ABANDON AND GROUT FILL , 12 IN. | | | 0023 202-02637 1035.000 LFT | 7.20000 7452.00| 10.00000 10350.00| PIPE, ABANDON AND GROUT FILL , 16 IN. | | | 0024 202-02637 650.000 LFT | 11.97000 7780.50| 16.00000 10400.00| PIPE, ABANDON AND GROUT FILL , 20 IN. | | | 0025 202-02637 910.000 LFT | 4.31000 3922.10| 5.00000 4550.00| PIPE, ABANDON AND GROUT FILL , 6 IN. | | | 0026 202-02637 962.000 LFT | 6.08000 5848.96| 8.00000 7696.00| PIPE, ABANDON AND GROUT FILL , 8 IN. | | | 0027 202-03000 LUMP | 5446.02000 5446.02| 3500.00000 3500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 13 | | | 0028 202-03000 LUMP | 6746.02000 6746.02| 4800.00000 4800.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 14 | | | 0029 202-03000 LUMP | 5446.02000 5446.02| 3500.00000 3500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 15 | | | 0030 202-03000 LUMP | 7246.02000 7246.02| 5300.00000 5300.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 16 | | | 0031 202-03000 LUMP | 12146.02000 12146.02| 10200.00000 10200.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 20 | | | 0032 202-03000 LUMP | 6246.02000 6246.02| 4300.00000 4300.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 39 | | | 0033 202-03000 LUMP | 7946.02000 7946.02| 6000.00000 6000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 5 | | | 0034 202-03000 LUMP | 7946.02000 7946.02| 6000.00000 6000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 6 | | | 0035 202-03000 LUMP | 8746.02000 8746.02| 6800.00000 6800.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 7 | | | 0036 202-03135 90.000 SFT | 24.00000 2160.00| 74.00000 6660.00| REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE , DUCT WRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -23 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 34-0907180 |( 5 ) 34-4456871 |( ) |E S WAGNER COMPANY |MILLER BROS. CONSTRUCTION I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 202-03135 1680.000 SFT | 6.00000 10080.00| 5.00000 8400.00| REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE , TRANSITE | | | 0038 202-03729 210.000 LFT | 25.00000 5250.00| 20.00000 4200.00| REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE , PIPE INSULATION | | | 0039 202-06580 337.000 CYS | 70.00000 23590.00| 180.00000 60660.00| CONTAMINATED SOIL, REMOVE | | | 0040 202-91385 2.000 EACH | 184.92000 369.84| 200.00000 400.00| INLET, REMOVE | | | 0041 202-93047 9.000 EACH | 233.39000 2100.51| 400.00000 3600.00| MANHOLE, REMOVE | | | 0042 203-02000 50597.000 CYS | 11.53000 583383.41| 18.00000 910746.00| EXCAVATION, COMMON | | | 0043 203-02020 118519.000 CYS | 30.21000 3580458.99| 30.22000 3581644.18| EXCAVATION, UNCLASSIFIED | | | 0044 203-02070 406007.000 CYS | 8.46000 3434819.22| 7.00000 2842049.00| BORROW | | | 0045 204-02290 30.000 EACH | 1484.17000 44525.10| 1500.00000 45000.00| SETTLEMENT PLATE | | | 0046 205-06931 59.000 TON | 42.53000 2509.27| 50.00000 2950.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0047 205-06933 12.000 EACH | 239.39000 2872.68| 300.00000 3600.00| TEMPORARY DITCH INLET PROTECTION | | | 0048 205-06936 18.000 TON | 71.34000 1284.12| 62.00000 1116.00| TEMPORARY SEDIMENT TRAP | | | 0049 205-06937 13425.000 LFT | 1.51000 20271.75| 2.00000 26850.00| TEMPORARY SILT FENCE | | | 0050 206-51220 1281.000 CYS | 50.00000 64050.00| 87.00000 111447.00| EXCAVATION, WET | | | 0051 206-51225 1224.000 CYS | 9.71000 11885.04| 50.00000 61200.00| EXCAVATION, DRY | | | 0052 206-51230 9552.000 CYS | 16.30000 155697.60| 50.00000 477600.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0053 206-51235 LUMP | 873765.87000 873765.87| 1650000.00000 1650000.00| COFFERDAM , STR. NO. 3 | | | 0054 207-08262 51988.000 SYS | 0.76000 39510.88| 4.00000 207952.00| SUBGRADE TREATMENT, TYPE I | | | 0055 207-08267 2763.000 SYS | 7.38000 20390.94| 8.00000 22104.00| SUBGRADE TREATMENT, TYPE IIIA | | | 0056 210-07779 1782.000 CYS | 64.00000 114048.00| 24.00000 42768.00| MULCH , LEAF COMPOST | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -24 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 34-0907180 |( 5 ) 34-4456871 |( ) |E S WAGNER COMPANY |MILLER BROS. CONSTRUCTION I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 210-08390 LUMP | 26957.95000 26957.95| 30000.00000 30000.00| WATER , METER VAULT WITH 8 IN. METER | | | 0058 210-09777 63.000 LFT | 4.19000 263.97| 150.00000 9450.00| JOINT , ISOLATION | | | 0059 210-09778 4040.000 LFT | 5.25000 21210.00| 5.25000 21210.00| SCREEN , WIND | | | 0060 211-02050 37245.000 CYS | 31.10000 1158319.50| 32.00000 1191840.00| B BORROW | | | 0061 211-06467 260.000 CYS | 72.31000 18800.60| 60.00000 15600.00| AGGREGATE FOR END BENT BACKFILL | | | 0062 211-07454 2512.000 CYS | 24.34000 61142.08| 40.00000 100480.00| STRUCTURE BACKFILL | | | 0063 211-09264 13062.000 CYS | 25.27000 330076.74| 28.00000 365736.00| STRUCTURE BACKFILL, TYPE 1 | | | 0064 211-09266 56129.000 CYS | 41.29000 2317566.41| 40.00000 2245160.00| STRUCTURE BACKFILL, TYPE 3 | | | 0065 214-07202 4991.000 SYS | 2.96000 14773.36| 6.50000 32441.50| GEOGRID, I | | | 0066 301-07448 6969.000 TON | 19.35000 134850.15| 5.00000 34845.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0067 302-06464 11258.000 CYS | 33.87000 381308.46| 27.00000 303966.00| SUBBASE FOR PCCP | | | 0068 302-07455 294.000 CYS | 50.59000 14873.46| 80.00000 23520.00| DENSE GRADED SUBBASE | | | 0069 302-08562 1102.000 TON | 22.83000 25158.66| 19.00000 20938.00| COARSE AGGREGATE, 8 | | | 0070 303-01180 2031.000 TON | 16.89000 34303.59| 5.00000 10155.00| COMPACTED AGGREGATE, NO. 53 | | | 0071 304-07489 19.000 TON | 150.00000 2850.00| 138.00000 2622.00| HMA PATCHING, TYPE A | | | 0072 304-07493 71.000 TON | 150.00000 10650.00| 75.00000 5325.00| WIDENING WITH HMA, TYPE B | | | 0073 306-08034 5782.000 SYS | 3.50000 20237.00| 2.05000 11853.10| MILLING, ASPHALT, 1 1/2 IN. | | | 0074 401-07323 1631.000 TON | 83.00000 135373.00| 73.35000 119633.85| QC/QA-HMA, 4, 64, SURFACE, 9.5 mm | | | 0075 401-07393 1733.000 TON | 65.00000 112645.00| 66.40000 115071.20| QC/QA-HMA, 4, 64, INTERMEDIATE, 19.0 mm | | | 0076 401-07409 2368.000 TON | 56.00000 132608.00| 48.00000 113664.00| QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0077 401-08338 801.000 TON | 51.00000 40851.00| 57.65000 46177.65| QC/QA-HMA, 5, 76, INTERMEDIATE, OG25.0 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -25 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 34-0907180 |( 5 ) 34-4456871 |( ) |E S WAGNER COMPANY |MILLER BROS. CONSTRUCTION I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 402-07450 319.000 TON | 51.00000 16269.00| 54.10000 17257.90| HMA WEDGE AND LEVEL, TYPE A | | | 0079 406-05520 12.000 TON | 50.00000 600.00| 765.00000 9180.00| ASPHALT FOR TACK COAT | | | 0080 501-06322 43258.000 SYS | 41.35000 1788718.30| 35.00000 1514030.00| QC/QA-PCCP, 11 IN. | | | 0082 503-05240 23929.000 LFT | 5.86000 140223.94| 9.00000 215361.00| D-1 CONTRACTION JOINT | | | 0083 503-05310 302.000 LFT | 126.14000 38094.28| 107.00000 32314.00| TERMINAL JOINT | | | 0084 506-06333 73.000 SYS | 109.28000 7977.44| 80.00000 5840.00| PCCP PATCHING, FULL DEPTH | | | 0085 601-01522 9.000 EACH | 1900.00000 17100.00| 1900.00000 17100.00| GUARDRAIL TRANSITION TYPE TGB | | | 0086 601-06854 2.000 EACH | 2500.00000 5000.00| 2500.00000 5000.00| GUARDRAIL, W-BEAM, NESTED | | | 0087 601-06855 18.000 EACH | 800.00000 14400.00| 800.00000 14400.00| GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHO | | | 0088 601-61390 3.000 EACH | 100.00000 300.00| 100.00000 300.00| GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0089 601-94689 6.000 EACH | 2800.00000 16800.00| 2800.00000 16800.00| GUARDRAIL END TREATMENT, OS | | | 0090 601-95344 1137.000 LFT | 193.00000 219441.00| 106.54000 121135.98| HANDRAIL, PEDESTRIAN | | | 0091 601-99105 1947.000 LFT | 18.00000 35046.00| 18.00000 35046.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0092 602-06729 112.000 EACH | 15.00000 1680.00| 8.00000 896.00| BARRIER DELINEATOR | | | 0093 603-01932 5454.000 LFT | 19.50000 106353.00| 19.50000 106353.00| FENCE, CHAIN LINK, 96 IN. , WITH BARBED | | | WIRE | | | 0094 603-03829 2039.000 LFT | 5.75000 11724.25| 5.75000 11724.25| FENCE , FARM FIELD, MODIFIED | | | 0095 603-96521 1.000 EACH | 450.00000 450.00| 450.00000 450.00| FENCE GATE, CHAIN LINK, RESET | | | 0096 604-07901 84.000 SYS | 335.25000 28161.00| 125.00000 10500.00| CURB RAMP, CONCRETE, G | | | 0097 604-90256 1185.000 SYS | 31.80000 37683.00| 36.00000 42660.00| SIDEWALK, CONCRETE, 6 IN. | | | 0098 604-91531 4885.000 SYS | 24.40000 119194.00| 30.00000 146550.00| SIDEWALK, CONCRETE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -26 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 34-0907180 |( 5 ) 34-4456871 |( ) |E S WAGNER COMPANY |MILLER BROS. CONSTRUCTION I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0099 605-06095 2310.000 LFT | 12.28000 28366.80| 6.00000 13860.00| CURB, INTEGRAL, B, CONCRETE | | | 0100 605-06100 9300.000 LFT | 13.68000 127224.00| 7.00000 65100.00| CURB, INTEGRAL, C, CONCRETE | | | 0101 607-06335 101.000 LFT | 73.66000 7439.66| 44.00000 4444.00| PAVED SIDE DITCH, A | | | 0102 608-05741 481586.000 LFT | 0.44000 211897.84| 0.30000 144475.80| WICK DRAIN | | | 0103 609-06259 1143.000 SYS | 75.74000 86570.82| 85.00000 97155.00| REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0104 610-07487 754.000 TON | 90.00000 67860.00| 90.00000 67860.00| HMA FOR APPROACHES, TYPE B | | | 0105 610-08446 89.000 SYS | 65.23000 5805.47| 48.00000 4272.00| PCCP FOR APPROACHES, 6 IN. | | | 0106 610-09108 862.000 SYS | 54.18000 46703.16| 50.00000 43100.00| PCCP FOR APPROACHES, 9 IN. | | | 0107 611-02825 1.000 EACH | 310.00000 310.00| 310.00000 310.00| MAILBOX ASSEMBLY, TRIPLE | | | 0108 611-06497 2.000 EACH | 140.00000 280.00| 140.00000 280.00| MAILBOX ASSEMBLY, SINGLE | | | 0109 611-06498 5.000 EACH | 170.00000 850.00| 170.00000 850.00| MAILBOX ASSEMBLY, DOUBLE | | | 0110 616-02320 5795.000 SYS | 1.34000 7765.30| 2.51000 14545.45| GEOTEXTILES | | | 0111 616-06405 3221.000 TON | 25.29000 81459.09| 30.00000 96630.00| RIPRAP, REVETMENT | | | 0112 621-01004 3.000 EACH | 1200.00000 3600.00| 550.00000 1650.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0113 621-02770 1147.000 SYS | 1.80000 2064.60| 1.20000 1376.40| EROSION CONTROL BLANKET | | | 0114 621-04978 17842.000 SYS | 0.90000 16057.80| 0.85000 15165.70| SEED MIXTURE , HERBACEOUS | | | 0115 621-04978 14634.000 SYS | 0.65000 9512.10| 0.60000 8780.40| SEED MIXTURE , NO MOW | | | 0116 621-06557 2634.000 LBS | 3.00000 7902.00| 2.27000 5979.18| SEED MIXTURE, T | | | 0117 621-06560 94480.000 SYS | 0.39000 36847.20| 0.40000 37792.00| MULCHED SEEDING, U | | | 0118 621-06570 5345.000 CYS | 14.33000 76593.85| 10.00000 53450.00| TOP SOIL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -27 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 34-0907180 |( 5 ) 34-4456871 |( ) |E S WAGNER COMPANY |MILLER BROS. CONSTRUCTION I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0119 621-06574 3220.000 SYS | 5.17000 16647.40| 3.75000 12075.00| SODDING | | | 0120 621-06626 3556.000 SYS | 1.25000 4445.00| 1.10000 3911.60| MULCHED SEEDING, D | | | 0121 622-05625 20.000 EACH | 125.00000 2500.00| 175.00000 3500.00| PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 48 TO 72 IN. | | | 0122 622-05639 83.000 EACH | 45.00000 3735.00| 45.00000 3735.00| PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | | IN. | | | 0123 622-05640 638.000 EACH | 55.00000 35090.00| 50.00000 31900.00| PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | | IN. | | | 0124 622-05641 38.000 EACH | 100.00000 3800.00| 50.00000 1900.00| PLANT, DECIDUOUS SHRUB, OVER 36 TO 48 | | | IN. | | | 0125 622-05649 49.000 EACH | 150.00000 7350.00| 249.00000 12201.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0126 622-05650 139.000 EACH | 240.00000 33360.00| 260.00000 36140.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0127 622-05654 132.000 EACH | 12.00000 1584.00| 20.00000 2640.00| PLANT, PERENNIAL | | | 0128 628-09402 36.000 MOS | 5010.29000 180370.44| 2000.00000 72000.00| FIELD OFFICE, B | | | 0129 628-09407 72.000 MOS | 120.32000 8663.04| 300.00000 21600.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 EACH | | | 0130 701-06011 9.000 EACH | 948.14000 8533.26| 500.00000 4500.00| DYNAMIC PILE LOAD TEST | | | 0131 701-09557 661.000 LFT | 46.72000 30881.92| 70.00000 46270.00| TEST PILE, DYNAMIC, PRODUCTION | | | 0132 701-09559 9.000 EACH | 894.23000 8048.07| 1500.00000 13500.00| TEST PILE, DYNAMIC, RESTRIKE | | | 0133 701-09683 513.000 EACH | 109.90000 56378.70| 145.00000 74385.00| PILE SHOE, HP 12 X 74 | | | 0134 701-95780 25923.000 LFT | 46.62000 1208530.26| 60.00000 1555380.00| PILE, STEEL H, HP 12" X 74 | | | 0135 702-03607 1.000 EACH | 275.00000 275.00| 350.00000 350.00| CORED HOLE IN CONCRETE | | | 0136 702-51005 3377.100 CYS | 352.65000 1190934.32| 600.00000 2026260.00| CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -28 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 34-0907180 |( 5 ) 34-4456871 |( ) |E S WAGNER COMPANY |MILLER BROS. CONSTRUCTION I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0137 702-51015 1033.800 CYS | 175.75000 181690.35| 325.00000 335985.00| CONCRETE, B, FOOTINGS | | | 0138 702-51110 11636.000 LBS | 2.41000 28042.76| 5.00000 58180.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0139 702-90915 369.000 CYS | 197.87000 73014.03| 450.00000 166050.00| CONCRETE, A | | | 0140 703-06028 291954.000 LBS | 0.61000 178091.94| 0.80000 233563.20| REINFORCING BARS | | | 0141 703-06029 1436863.000 LBS | 0.75000 1077647.25| 0.90000 1293176.70| REINFORCING BARS, EPOXY COATED | | | 0142 704-51002 4583.900 CYS | 465.00000 2131513.50| 450.00000 2062755.00| CONCRETE, C, SUPERSTRUCTURE | | | 0143 706-06339 4507.000 LFT | 67.00000 301969.00| 80.00000 360560.00| RAILING, PF-1 , MODIFIED | | | 0144 706-06339 1075.000 LFT | 145.00000 155875.00| 120.00000 129000.00| RAILING, PF-1 , MODIFIED WITH SCREEN | | | BACKING | | | 0145 706-06343 937.000 LFT | 117.00000 109629.00| 120.00000 112440.00| RAILING, PS-2 , MODIFIED | | | 0146 706-06343 1124.000 LFT | 195.00000 219180.00| 165.00000 185460.00| RAILING, PS-2 , MODIFIED WITH SCREEN | | | BACKING | | | 0148 706-06351 7.000 EACH | 2108.49000 14759.43| 3000.00000 21000.00| CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-1 , MODIFIED | | | 0149 706-06353 1.000 EACH | 2108.49000 2108.49| 1900.00000 1900.00| CONCRETE BRIDGE RAILING TRANSITION, | | | TPS-1 , MODIFIED | | | 0150 706-06354 4.000 EACH | 2108.49000 8433.96| 1900.00000 7600.00| CONCRETE BRIDGE RAILING TRANSITION, | | | TPS-2 , MODIFIED | | | 0151 706-08344 2558.000 SYS | 90.93000 232598.94| 100.00000 255800.00| REINFORCED CONCRETE MOMENT SLAB | | | 0152 706-51020 469.800 CYS | 833.59000 391620.58| 750.00000 352350.00| CONCRETE, C, RAILING | | | 0153 706-92612 1791.000 LFT | 85.82000 153703.62| 75.00000 134325.00| RAILING, CONCRETE, C, MODIFIED | | | 0154 707-08476 11547.000 LFT | 194.39000 2244621.33| 305.00000 3521835.00| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 72 IN. X 48 IN. | | | 0155 707-08643 761.000 LFT | 218.98000 166643.78| 400.00000 304400.00| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 60 IN. X 48 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -29 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 34-0907180 |( 5 ) 34-4456871 |( ) |E S WAGNER COMPANY |MILLER BROS. CONSTRUCTION I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0156 709-51821 LUMP | 6525.00000 6525.00| 6124.00000 6124.00| SURFACE SEAL , STR. NO. 1 | | | 0157 709-51821 LUMP | 40590.00000 40590.00| 36721.00000 36721.00| SURFACE SEAL , STR. NO. 2 | | | 0158 709-51821 LUMP | 38115.00000 38115.00| 34375.00000 34375.00| SURFACE SEAL , STR. NO. 3 | | | 0159 711-51070 32.000 EACH | 128.78000 4120.96| 375.00000 12000.00| ANCHOR PLATE, AP 1 | | | 0160 715-03025 8.000 EACH | 2997.07000 23976.56| 2500.00000 20000.00| SANITARY MANHOLE , 48 IN. DIA. | | | 0161 715-03025 4.000 EACH | 3914.98000 15659.92| 4000.00000 16000.00| SANITARY MANHOLE , 60 IN. DIA. | | | 0162 715-04612 135.000 LFT | 96.59000 13039.65| 100.00000 13500.00| PIPE , SANITARY, 27 IN. | | | 0163 715-04612 733.000 LFT | 391.32000 286837.56| 200.00000 146600.00| PIPE , STEEL CASING, 24 IN. , | | | 0164 715-04612 261.000 LFT | 548.68000 143205.48| 250.00000 65250.00| PIPE , STEEL CASING, 30 IN., | | | 0165 715-04612 130.000 LFT | 752.99000 97888.70| 275.00000 35750.00| PIPE , STEEL CASING, 36 IN., | | | 0166 715-04664 840.000 LFT | 129.05000 108402.00| 95.00000 79800.00| PIPE, DUCTILE IRON, 20 IN. | | | 0167 715-05024 3748.000 LFT | 74.56000 279450.88| 68.00000 254864.00| PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0168 715-05048 14369.000 LFT | 2.15000 30893.35| 5.00000 71845.00| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0169 715-05053 297.000 LFT | 14.62000 4342.14| 13.00000 3861.00| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0170 715-05062 LUMP | 3079.21000 3079.21| 5000.00000 5000.00| WATER SERVICE LINE | | | 0171 715-05149 2777.000 LFT | 40.30000 111913.10| 26.87000 74617.99| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0172 715-05151 1534.000 LFT | 30.43000 46679.62| 24.89000 38181.26| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0173 715-05152 1261.000 LFT | 37.11000 46795.71| 29.59000 37312.99| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0174 715-05153 1117.000 LFT | 38.94000 43495.98| 34.00000 37978.00| PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0175 715-05154 262.000 LFT | 40.83000 10697.46| 46.00000 12052.00| PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0176 715-05156 646.000 LFT | 42.23000 27280.58| 62.00000 40052.00| PIPE, TYPE 2, CIRCULAR, 30 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -30 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 34-0907180 |( 5 ) 34-4456871 |( ) |E S WAGNER COMPANY |MILLER BROS. CONSTRUCTION I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0177 715-05162 330.000 LFT | 138.14000 45586.20| 100.00000 33000.00| PIPE, TYPE 2, CIRCULAR, 54 IN. | | | 0178 715-05168 53.000 LFT | 48.25000 2557.25| 50.00000 2650.00| PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0179 715-05177 106.000 LFT | 63.43000 6723.58| 75.00000 7950.00| PIPE, TYPE 3, CIRCULAR, 36 IN. | | | 0180 715-05361 195.000 LFT | 58.62000 11430.90| 38.00000 7410.00| PIPE, TYPE 3, DEFORMED, MIN. AREA 1.1 | | | SQ. FT. | | | 0181 715-05407 200.000 LFT | 7.44000 1488.00| 8.00000 1600.00| PIPE, END BENT DRAIN, 6 IN. | | | 0183 715-05411 266.000 LFT | 49.76000 13236.16| 28.00000 7448.00| PIPE, SANITARY SEWER, 12 IN. | | | 0184 715-05412 242.000 LFT | 89.28000 21605.76| 52.00000 12584.00| PIPE, SANITARY SEWER, 15 IN. | | | 0185 715-05413 400.000 LFT | 86.08000 34432.00| 54.00000 21600.00| PIPE, SANITARY SEWER, 18 IN. | | | 0186 715-08048 2.000 EACH | 33795.38000 67590.76| 35000.00000 70000.00| STORMWATER TREATMENT SYSTEM | | | 0187 715-08250 586.000 LFT | 67.46000 39531.56| 75.00000 43950.00| PIPE, DUCTILE IRON, 12 IN. | | | 0188 715-08282 755.000 TON | 90.00000 67950.00| 78.00000 58890.00| HMA FOR STRUCTURE INSTALLATION, TYPE A | | | 0189 715-46000 39.000 EACH | 379.13000 14786.07| 463.11000 18061.29| PIPE END SECTION, 12 IN. | | | 0190 715-46005 3.000 EACH | 397.46000 1192.38| 667.72000 2003.16| PIPE END SECTION, 15 IN. | | | 0191 715-46015 2.000 EACH | 449.05000 898.10| 1100.00000 2200.00| PIPE END SECTION, 21 IN. | | | 0192 715-46040 6.000 EACH | 708.08000 4248.48| 1756.64000 10539.84| PIPE END SECTION, 36 IN. | | | 0193 715-46045 8.000 EACH | 445.65000 3565.20| 850.00000 6800.00| PIPE END SECTION, MIN. AREA 1.1 SQ. FT. | | | 0194 715-90714 103.000 LFT | 48.32000 4976.96| 35.00000 3605.00| PIPE, PVC, 12 IN. | | | 0195 715-91361 769.000 LFT | 23.08000 17748.52| 28.00000 21532.00| PIPE, PVC, 6 IN. | | | 0196 715-91738 35.000 LFT | 82.28000 2879.80| 100.00000 3500.00| WATER MAIN, DUCTILE IRON, 6 IN. | | | 0197 715-91739 902.000 LFT | 73.86000 66621.72| 35.00000 31570.00| WATER MAIN, DUCTILE IRON, 8 IN. | | | 0198 715-92537 1058.000 LFT | 24.76000 26196.08| 30.00000 31740.00| PIPE, PVC, 8 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -31 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 34-0907180 |( 5 ) 34-4456871 |( ) |E S WAGNER COMPANY |MILLER BROS. CONSTRUCTION I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0199 715-92544 1244.000 LFT | 81.59000 101497.96| 58.00000 72152.00| WATER MAIN, DUCTILE IRON, 12 IN. | | | 0200 715-96669 3950.000 LFT | 73.82000 291589.00| 64.00000 252800.00| WATER MAIN, DUCTILE IRON, 16 IN. | | | 0201 715-96881 1.000 EACH | 1817.79000 1817.79| 1500.00000 1500.00| PIPE END SECTION, 54 IN. | | | 0202 716-01382 3.000 EACH | 3259.19000 9777.57| 4500.00000 13500.00| AIR RELEASE VALVE AND STRUCTURE, | | | COMPLETE | | | 0203 716-07633 250.000 LFT | 240.93000 60232.50| 243.00000 60750.00| PIPE INSTALLATION, TRENCHLESS, 24 IN. | | | 0204 716-07634 598.000 LFT | 266.30000 159247.40| 293.00000 175214.00| PIPE INSTALLATION, TRENCHLESS, 30 IN. | | | 0205 716-07635 299.000 LFT | 571.66000 170926.34| 370.00000 110630.00| PIPE INSTALLATION, TRENCHLESS, 36 IN. | | | 0206 716-09551 110.000 LFT | 298.06000 32786.60| 247.00000 27170.00| PIPE INSTALLATION, TRENCHLESS, 20 IN. | | | 0207 718-06528 8.000 EACH | 610.32000 4882.56| 300.00000 2400.00| OUTLET PROTECTOR, 1 | | | 0208 718-52610 1295.000 CYS | 30.93000 40054.35| 42.00000 54390.00| AGGREGATE FOR UNDERDRAINS | | | 0209 718-99153 15303.000 SYS | 0.54000 8263.62| 1.00000 15303.00| GEOTEXTILES FOR UNDERDRAIN | | | 0210 720-01092 2.000 EACH | 3079.13000 6158.26| 3000.00000 6000.00| MANHOLE, J15, MODIFIED | | | 0211 720-02367 1.000 EACH | 2713.93000 2713.93| 2500.00000 2500.00| MANHOLE, J10 | | | 0212 720-03988 2.000 EACH | 2667.77000 5335.54| 3500.00000 7000.00| MANHOLE, J4, DROP | | | 0213 720-44000 4.000 EACH | 315.66000 1262.64| 800.00000 3200.00| CASTING, ADJUST TO GRADE | | | 0215 720-45030 8.000 EACH | 1229.17000 9833.36| 1000.00000 8000.00| INLET, E7 | | | 0216 720-45041 9.000 EACH | 1708.20000 15373.80| 2000.00000 18000.00| INLET, H5 | | | 0217 720-45045 47.000 EACH | 1305.12000 61340.64| 1600.00000 75200.00| INLET, J10 | | | 0218 720-45055 22.000 EACH | 1250.41000 27509.02| 1700.00000 37400.00| INLET, M10 | | | 0219 720-45065 1.000 EACH | 2318.92000 2318.92| 7800.00000 7800.00| INLET, N12 , MODIFIED | | | 0220 720-45155 1.000 EACH | 1806.58000 1806.58| 2200.00000 2200.00| INLET, M10, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -32 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 34-0907180 |( 5 ) 34-4456871 |( ) |E S WAGNER COMPANY |MILLER BROS. CONSTRUCTION I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0221 720-45410 21.000 EACH | 1718.42000 36086.82| 1500.00000 31500.00| MANHOLE, C4 | | | 0222 720-90129 2.000 EACH | 2435.51000 4871.02| 2800.00000 5600.00| MANHOLE, J2 | | | 0223 720-93501 2.000 EACH | 4535.67000 9071.34| 7500.00000 15000.00| MANHOLE, L4 | | | 0224 720-94612 1.000 EACH | 2465.91000 2465.91| 4500.00000 4500.00| MANHOLE, K4 | | | 0225 720-95101 1.000 EACH | 4090.08000 4090.08| 6800.00000 6800.00| MANHOLE, L2 | | | 0226 720-95422 18.000 EACH | 2357.86000 42441.48| 2800.00000 50400.00| MANHOLE, J4 | | | 0227 720-96999 8.000 EACH | 3835.53000 30684.24| 5000.00000 40000.00| FIRE HYDRANT ASSEMBLY | | | 0228 720-98174 3.000 EACH | 1813.11000 5439.33| 2200.00000 6600.00| INLET, B15 | | | 0229 720-98555 1.000 EACH | 1813.09000 1813.09| 2100.00000 2100.00| INLET, C15 | | | 0230 721-43010 2.000 EACH | 2272.44000 4544.88| 2100.00000 4200.00| AUTOMATIC DRAINAGE GATE, 18 IN. | | | 0231 723-08311 90.000 LFT | 2942.55000 264829.50| 2750.00000 247500.00| STRUCTURE, PRECAST THREE-SIDED, 240 IN. | | | X 144 IN. , MODIFIED WITH A 5FT. 9 IN. | | | PEDESTAL | | | 0232 723-08608 1548.000 SFT | 108.52000 167988.96| 130.00000 201240.00| WINGWALL | | | 0233 724-51925 319.000 LFT | 119.80000 38216.20| 170.00000 54230.00| STRUCTURAL EXPANSION JOINT, SS | | | 0234 731-07016 2748.000 SFT | 3.00000 8244.00| 28.00000 76944.00| FACE PANELS, WIRE | | | 0235 731-93945 82896.000 SFT | 15.42000 1278256.32| 10.00000 828960.00| FACE PANELS, CONCRETE | | | 0236 731-93946 82896.000 SFT | 2.35000 194805.60| 4.00000 331584.00| WALL ERECTION | | | 0237 731-93947 2632.000 LFT | 13.07000 34400.24| 20.00000 52640.00| LEVELING PAD, CONCRETE | | | 0238 732-02433 2.000 EACH | 2298.56000 4597.12| 3800.00000 7600.00| VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON, 12 IN. | | | 0239 732-02531 1.000 EACH | 976.54000 976.54| 2000.00000 2000.00| VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -33 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 34-0907180 |( 5 ) 34-4456871 |( ) |E S WAGNER COMPANY |MILLER BROS. CONSTRUCTION I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0240 732-02532 3.000 EACH | 1258.43000 3775.29| 2200.00000 6600.00| VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON, 8 IN. | | | 0241 732-04926 1.000 EACH | 5025.70000 5025.70| 7500.00000 7500.00| VALVE WITH BOX, RESTRAINED, BUTTERFLY, | | | DUCTILE | | | 0243 732-04926 8.000 EACH | 6193.42000 49547.36| 8000.00000 64000.00| VALVE WITH BOX, RESTRIANED, GATE | | | DUCTILE IRON, | | | 0244 801-01504 4.000 EACH | 85.00000 340.00| 124.00000 496.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0245 801-01505 4.000 EACH | 115.00000 460.00| 126.00000 504.00| TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0246 801-04308 7.000 EACH | 525.00000 3675.00| 660.00000 4620.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0247 801-06196 53.000 EACH | 112.00000 5936.00| 122.00000 6466.00| DETOUR ROUTE MARKER ASSEMBLY, MULTIPLE | | | ROUTES | | | 0248 801-06207 8673.000 LFT | 0.93000 8065.89| 0.01000 86.73| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0249 801-06640 22.000 EACH | 300.00000 6600.00| 400.00000 8800.00| CONSTRUCTION SIGN, A | | | 0250 801-06710 400.000 DAY | 4.74000 1896.00| 0.01000 4.00| FLASHING ARROW SIGN | | | 0251 801-06775 LUMP | 86210.00000 86210.00| 200000.00000 200000.00| MAINTAINING TRAFFIC | | | 0252 801-07024 2.000 EACH | 13800.00000 27600.00| 6900.00000 13800.00| ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0253 801-07118 96.000 LFT | 10.55000 1012.80| 20.65000 1982.40| BARRICADE, III-A | | | 0254 801-07119 36.000 LFT | 13.95000 502.20| 26.20000 943.20| BARRICADE, III-B | | | 0255 801-08401 995.000 LFT | 24.84000 24715.80| 30.00000 29850.00| TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0256 801-08508 150.000 LFT | 33.16000 4974.00| 50.00000 7500.00| TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0257 802-05704 262.000 LFT | 12.00000 3144.00| 12.00000 3144.00| SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -34 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 34-0907180 |( 5 ) 34-4456871 |( ) |E S WAGNER COMPANY |MILLER BROS. CONSTRUCTION I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0258 802-76025 285.000 SFT | 12.50000 3562.50| 12.50000 3562.50| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0259 802-76035 65.000 SFT | 13.75000 893.75| 13.75000 893.75| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0260 802-76045 214.000 SFT | 14.00000 2996.00| 14.00000 2996.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0261 805-01815 8.000 EACH | 2000.00000 16000.00| 2000.00000 16000.00| SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0262 805-01815 2.000 EACH | 4827.36000 9654.72| 3200.00000 6400.00| SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. , ON PILE | | | 0263 805-01842 26.000 EACH | 600.00000 15600.00| 600.00000 15600.00| HANDHOLE, SIGNAL | | | 0264 805-01844 4160.000 LFT | 12.00000 49920.00| 12.00000 49920.00| CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0265 805-01879 3.000 EACH | 600.00000 1800.00| 600.00000 1800.00| SIGNAL SERVICE, INSTALL | | | 0266 805-02087 LUMP | 500.00000 500.00| 500.00000 500.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0267 805-02373 5000.000 LFT | 1.50000 7500.00| 1.50000 7500.00| INTERCONNECT CABLE, FIBER OPTIC | | | 0268 805-02639 1.000 EACH | 2100.00000 2100.00| 2100.00000 2100.00| SIGNAL POLE, MAST ARM 20 FT. | | | 0269 805-04757 1.000 EACH | 2200.00000 2200.00| 2200.00000 2200.00| SIGNAL POLE, MAST ARM, 35 FT. | | | 0270 805-04940 2.000 EACH | 850.00000 1700.00| 850.00000 1700.00| MAST ARM ASSEMBLY WITH POLE MOUNTING | | | CLAMP | | | 0271 805-07767 1612.000 LFT | 2.40000 3868.80| 2.40000 3868.80| SIGNAL CABLE, 12C 14GA | | | 0272 805-09344 2.000 EACH | 2130.00000 4260.00| 2130.00000 4260.00| WIRELESS ACCESS POINT WITH MOUNTING | | | BRACKET | | | 0273 805-09344 2.000 EACH | 1150.00000 2300.00| 1150.00000 2300.00| WIRELESS REPEATER WITH MOUNTING BRACKET | | | 0274 805-09344 1.000 EACH | 2125.00000 2125.00| 2125.00000 2125.00| WIRELESS VEHICLE DETECTION SYSTEM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -35 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 34-0907180 |( 5 ) 34-4456871 |( ) |E S WAGNER COMPANY |MILLER BROS. CONSTRUCTION I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0275 805-09344 19.000 EACH | 750.00000 14250.00| 750.00000 14250.00| WIRELESS VEHICLE SENSOR NODE | | | 0276 805-78109 3.000 EACH | 10515.00000 31545.00| 10515.00000 31545.00| CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0277 805-78205 14.000 EACH | 800.00000 11200.00| 800.00000 11200.00| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0278 805-78215 3.000 EACH | 690.00000 2070.00| 690.00000 2070.00| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER ARROW, GREEN ARROW | | | 0279 805-78230 8.000 EACH | 1100.00000 8800.00| 1100.00000 8800.00| TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0280 805-78415 9.000 EACH | 1650.00000 14850.00| 1650.00000 14850.00| SPAN, CATENARY, AND TETHER | | | 0281 805-78420 11.000 EACH | 225.00000 2475.00| 225.00000 2475.00| DISCONNECT HANGER | | | 0282 805-78467 47.000 LFT | 3.00000 141.00| 3.00000 141.00| SIGNAL CABLE, 3C 8GA. | | | 0283 805-78470 11183.000 LFT | 0.85000 9505.55| 0.85000 9505.55| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0284 805-78485 751.000 LFT | 1.55000 1164.05| 1.55000 1164.05| SIGNAL CABLE, 5C 14GA. | | | 0285 805-78490 389.000 LFT | 1.65000 641.85| 1.65000 641.85| SIGNAL CABLE, 7C 14GA. | | | 0286 805-78510 8883.000 LFT | 0.93000 8261.19| 0.93000 8261.19| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0287 805-78785 24.000 EACH | 575.00000 13800.00| 575.00000 13800.00| SIGNAL DETECTOR HOUSING | | | 0288 805-78795 3550.000 LFT | 11.00000 39050.00| 11.00000 39050.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0289 805-78925 3.000 EACH | 515.00000 1545.00| 515.00000 1545.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0291 805-81060 10.000 EACH | 4755.00000 47550.00| 4755.00000 47550.00| SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0292 805-86890 5065.000 LFT | 0.60000 3039.00| 0.60000 3039.00| POLE CIRCUIT CABLE, 1C NO. 10 THW OR TW | | | STRANDED COPPER | | | 0293 805-86900 8.000 EACH | 350.00000 2800.00| 350.00000 2800.00| JUNCTION BOX | | | 0294 805-92504 27.000 EACH | 10.00000 270.00| 10.00000 270.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -36 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 34-0907180 |( 5 ) 34-4456871 |( ) |E S WAGNER COMPANY |MILLER BROS. CONSTRUCTION I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0295 807-01878 53.000 EACH | 170.00000 9010.00| 170.00000 9010.00| LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 250 WATT | | | 0296 807-02106 14.000 EACH | 725.00000 10150.00| 725.00000 10150.00| LUMINAIRE, UNDERPASS, WALL MOUNTED, | | | HIGH PRESSURE SODIUM, WITH VANDAL | | | SHIELD, 150 WATT, FURNISH | | | 0297 807-02191 6.000 EACH | 600.00000 3600.00| 600.00000 3600.00| HANDHOLE, LIGHTING | | | 0298 807-02193 37.000 EACH | 800.00000 29600.00| 800.00000 29600.00| LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | | 8 FT. | | | 0299 807-04651 3070.000 LFT | 7.00000 21490.00| 7.00000 21490.00| WIRE , NO. 4, COPPER, IN PLASTIC DUCT, | | | 0300 807-04651 2210.000 LFT | 9.00000 19890.00| 9.00000 19890.00| WIRE , NO. 4, COPPER, IN PLASTIC DUCT, | | | 0301 807-04653 16.000 EACH | 280.00000 4480.00| 200.00000 3200.00| LIGHTING FOUNDATION , BRIDGE MOUNT, | | | WITH GROUNDING | | | 0302 807-04654 16.000 EACH | 1400.00000 22400.00| 1400.00000 22400.00| LIGHT POLE , 40 FT., E.M.H., 8 FT. MAST | | | ARM, | | | 0303 807-04654 37.000 EACH | 1500.00000 55500.00| 1500.00000 55500.00| LIGHT POLE , 40 FT., E.M.H., 8 FT. MAST | | | ARM, | | | 0304 807-07580 7464.000 LFT | 7.00000 52248.00| 7.00000 52248.00| WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0305 807-08214 3070.000 LFT | 2.00000 6140.00| 2.00000 6140.00| CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0306 807-82051 2.000 EACH | 475.00000 950.00| 475.00000 950.00| UNDERPASS CIRCUIT INSTALLATION, 1 | | | LUMINAIRE | | | 0307 807-82052 6.000 EACH | 475.00000 2850.00| 475.00000 2850.00| UNDERPASS CIRCUIT INSTALLATION, 2 | | | LUMINAIRES | | | 0308 807-86805 1.000 EACH | 3200.00000 3200.00| 3200.00000 3200.00| SERVICE POINT, I | | | 0309 807-86810 2.000 EACH | 3500.00000 7000.00| 3500.00000 7000.00| SERVICE POINT, II | | | 0310 807-86905 2.000 EACH | 50.00000 100.00| 50.00000 100.00| TRANSITION FITTINGS, GALVANIZED STEEL | | | CONDUIT TO PLASTIC CABLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -37 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 34-0907180 |( 5 ) 34-4456871 |( ) |E S WAGNER COMPANY |MILLER BROS. CONSTRUCTION I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0311 807-86910 53.000 EACH | 35.00000 1855.00| 35.00000 1855.00| CONNECTOR KIT, UNFUSED | | | 0312 807-86915 53.000 EACH | 35.00000 1855.00| 35.00000 1855.00| CONNECTOR KIT, FUSED | | | 0313 807-86920 132.000 EACH | 15.00000 1980.00| 15.00000 1980.00| MULTIPLE COMPRESSION FITTING, | | | NON-WATERPROOFED | | | 0314 807-86925 16.000 EACH | 15.00000 240.00| 15.00000 240.00| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0315 807-86930 106.000 EACH | 15.00000 1590.00| 15.00000 1590.00| INSULATION LINK, NONWATERPROOFED | | | 0316 807-86935 24.000 EACH | 15.00000 360.00| 15.00000 360.00| INSULATION LINK, WATERPROOFED | | | 0317 807-86955 8.000 EACH | 115.00000 920.00| 115.00000 920.00| CABLE DUCT MARKER | | | 0318 808-03002 3226.000 LFT | 0.35000 1129.10| 0.46000 1483.96| LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0319 808-03631 22207.000 LFT | 0.35000 7772.45| 0.46000 10215.22| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0320 808-03632 18583.000 LFT | 0.35000 6504.05| 0.46000 8548.18| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0321 808-06701 448.000 LFT | 0.33000 147.84| 0.30000 134.40| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0322 808-06703 6169.000 LFT | 0.33000 2035.77| 0.30000 1850.70| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0323 808-06716 5973.000 LFT | 0.32000 1911.36| 0.40000 2389.20| LINE, REMOVE | | | 0324 808-06800 303.000 LFT | 8.25000 2499.75| 14.60000 4423.80| TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH LINE, 24 IN. | | | 0325 808-74805 327.000 LFT | 8.25000 2697.75| 15.20000 4970.40| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0326 808-74807 18.000 EACH | 108.00000 1944.00| 123.50000 2223.00| PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0327 808-74808 8.000 EACH | 150.00000 1200.00| 134.50000 1076.00| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0328 808-75067 157.000 LFT | 6.75000 1059.75| 9.40000 1475.80| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -38 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 34-0907180 |( 5 ) 34-4456871 |( ) |E S WAGNER COMPANY |MILLER BROS. CONSTRUCTION I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0329 808-75240 326.000 LFT | 0.33000 107.58| 0.30000 97.80| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0330 808-75245 6056.000 LFT | 0.33000 1998.48| 0.30000 1816.80| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0331 808-75297 106.000 LFT | 4.10000 434.60| 4.75000 503.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0332 808-75320 19.000 EACH | 72.00000 1368.00| 60.00000 1140.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0333 808-75325 4.000 EACH | 102.00000 408.00| 94.00000 376.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0334 808-92027 1062.000 LFT | 1.37000 1454.94| 0.95000 1008.90| LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0335 808-94455 166.000 LFT | 2.11000 350.26| 4.50000 747.00| TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 6 IN. | | | 0336 808-98000 2624.000 LFT | 0.70000 1836.80| 1.20000 3148.80| LINE, EPOXY, SOLID, YELLOW, 8 IN. | | | 0337 206-51817 2723.000 SFT | 150.00000 408450.00| 60.00000 163380.00| SHEET PILING, STEEL | | | 0338 205-09543 100.000 TON | 27.03000 2703.00| 20.00000 2000.00| NO 2 STONE | | | 0339 303-08210 400.000 TON | 23.81000 9524.00| 25.00000 10000.00| COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0340 801-03290 2.000 EACH | 375.00000 750.00| 425.00000 850.00| CONSTRUCTION SIGN, C | | | 0341 801-06539 LUMP | 4500.00000 4500.00| 4500.00000 4500.00| TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0342 801-02617 4.000 EACH | 700.00000 2800.00| 700.00000 2800.00| TEMPORARY POLE, WOOD, WITH DOWN GUYS | | | AND ANCHORS | | | 0343 801-94295 8.000 EACH | 125.00000 1000.00| 125.00000 1000.00| SIGNAL HEAD, RELOCATE | | | 0344 805-02595 2.000 EACH | 250.00000 500.00| 250.00000 500.00| CONTROLLER, RESET TIMING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 300 -39 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -31752-A COUNTIES : ALLEN LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 34-0907180 |( 5 ) 34-4456871 |( ) |E S WAGNER COMPANY |MILLER BROS. CONSTRUCTION I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0345 202-03000 LUMP | 9746.02000 9746.02| 7800.00000 7800.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 39 | | | 0346 501-06727 LUMP | 17199.83000 17199.83| 15000.00000 15000.00| CORING, PCCP | | | 0347 711-51114 44.000 EACH | 16.26000 715.44| 20.00000 880.00| ANCHOR BOLT, AR22 | | | 0348 732-04836 1.000 EACH | 10789.82000 10789.82| 10000.00000 10000.00| GATE VALVE | | | 0349 802-76125 2.000 EACH | 8800.00000 17600.00| 8800.00000 17600.00| SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0350 802-07135 4.000 EACH | 1500.00000 6000.00| 1500.00000 6000.00| CABLE SPAN SIGN STRUCTURE FOUNDATION, I | | | SECTION TOTALS | $ 36,079,457.36| $ 39,349,374.05| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 36,079,457.36| $ 39,349,374.05| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 310 -1 VENDOR RANKING CALL ORDER : 310 CONTRACT ID : R -31957-A COUNTIES : HENDRICKS LETTING DATE : 11/04/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : NEW ROAD CONSTRUCTION COMPLETION DATE : 09/30/12 LOCATION : ON RONALD REAGAN PARKWAY FROM CR 100S TO US 36 PROJECT(S) : NCPD009 0400560 0400561 OTHERS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1698047 GRADEX INC $ 11,362,998.52 100.0000% 2 36-2231526 WALSH CONSTR COMPANY $ 11,384,156.35 100.1862% 3 61-1023045 FAULKNER CONSTRUCTION LLC $ 11,929,091.50 104.9819% 4 35-1875662 CRIDER & CRIDER INC $ 12,166,531.70 107.0715% 5 35-1917625 MILESTONE CONTRACTORS LP $ 12,242,802.00 107.7427% 6 35-1128289 BEATY CONSTRUCTION INC $ 12,276,975.02 108.0434% 99-9996108 CALUMET CIVIL/ CENTRAL ENGINEERING JV IRREGULAR INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 310 -2 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -31957-A COUNTIES : HENDRICKS LETTING DATE : 11/04/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1698047 |( 2 ) 36-2231526 |( 3 ) 61-1023045 |GRADEX INC |WALSH CONSTR COMPANY |FAULKNER CONSTRUCTION LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP | 75000.00000 75000.00| 373509.20000 373509.20| 58809.00000 58809.00 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 | 567800.00000 567800.00| 569200.00000 569200.00| 575347.36920 575347.37 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 100000.00000 100000.00| 125000.00000 125000.00| 109500.00000 109500.00 CLEARING RIGHT OF WAY | | | 0011 202-01300 1.000 EACH | 1000.00000 1000.00| 5000.00000 5000.00| 3500.00000 3500.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 202-02772 1.000 EACH | 425.00000 425.00| 425.00000 425.00| 250.00000 250.00 CASTING, REMOVE | | | 0013 202-96133 785.000 LFT | 14.75000 11578.75| 14.75000 11578.75| 5.00000 3925.00 PIPE, REMOVE | | | 0014 203-02000 91806.000 CYS | 5.00000 459030.00| 5.00000 459030.00| 3.31000 303877.86 EXCAVATION, COMMON | | | 0015 203-02070 268975.000 CYS | 5.50000 1479362.50| 6.40000 1721440.00| 8.12000 2184077.00 BORROW | | | 0016 203-51223 4592.000 CYS | 6.50000 29848.00| 6.50000 29848.00| 20.00000 91840.00 EXCAVATION, WATERWAY | | | 0017 204-08415 16.000 EACH | 200.00000 3200.00| 423.83000 6781.28| 1500.00000 24000.00 STAKES, SETTLEMENT | | | 0018 205-02770 19240.000 SYS | 1.15000 22126.00| 1.12000 21548.80| 1.28000 24627.20 EROSION CONTROL BLANKET | | | 0019 205-03371 10.000 CYS | 65.00000 650.00| 100.00000 1000.00| 58.00000 580.00 SEDIMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 310 -3 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -31957-A COUNTIES : HENDRICKS LETTING DATE : 11/04/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1698047 |( 2 ) 36-2231526 |( 3 ) 61-1023045 |GRADEX INC |WALSH CONSTR COMPANY |FAULKNER CONSTRUCTION LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06930 9.000 TON | 52.00000 468.00| 52.00000 468.00| 50.00000 450.00 SPLASHPAD, RIPRAP | | | 0021 205-06931 273.000 TON | 27.00000 7371.00| 27.00000 7371.00| 26.00000 7098.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0022 205-06932 204.000 LFT | 10.30000 2101.20| 10.00000 2040.00| 10.30000 2101.20 TEMPORARY CHECK DAM, STRAW BALES | | | 0023 205-06937 5440.000 LFT | 1.25000 6800.00| 1.20000 6528.00| 1.46000 7942.40 TEMPORARY SILT FENCE | | | 0024 205-06938 460.000 LFT | 10.50000 4830.00| 10.50000 4830.00| 8.06000 3707.60 TEMPORARY SLOPE DRAIN | | | 0025 205-09543 594.000 TON | 14.00000 8316.00| 14.00000 8316.00| 17.00000 10098.00 NO 2 STONE | | | 0026 206-04301 3476.000 SFT | 20.50000 71258.00| 60.00000 208560.00| 16.53000 57458.28 SHEET PILING, STEEL, S=18.1 | | | 0027 206-51230 2628.000 CYS | 20.00000 52560.00| 10.00000 26280.00| 25.00000 65700.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0029 207-08266 1460.000 SYS | 1.00000 1460.00| 1.00000 1460.00| 5.00000 7300.00 SUBGRADE TREATMENT, TYPE III | | | 0030 207-08267 3413.000 SYS | 5.70000 19454.10| 5.70000 19454.10| 8.20000 27986.60 SUBGRADE TREATMENT, TYPE IIIA | | | 0031 211-02050 1113.000 CYS | 18.75000 20868.75| 18.75000 20868.75| 26.00000 28938.00 B BORROW | | | 0032 211-06467 182.600 CYS | 41.00000 7486.60| 33.44000 6106.14| 28.00000 5112.80 AGGREGATE FOR END BENT BACKFILL | | | 0033 211-09264 1656.000 CYS | 18.75000 31050.00| 18.75000 31050.00| 30.00000 49680.00 STRUCTURE BACKFILL, TYPE 1 | | | 0034 211-09266 1383.000 CYS | 29.95000 41420.85| 29.95000 41420.85| 30.00000 41490.00 STRUCTURE BACKFILL, TYPE 3 | | | 0035 211-09268 2953.000 CYS | 51.00000 150603.00| 51.00000 150603.00| 70.00000 206710.00 STRUCTURE BACKFILL, TYPE 5 | | | 0036 301-07448 21570.000 TON | 12.95000 279331.50| 12.95000 279331.50| 14.70000 317079.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0037 302-07455 59.000 CYS | 72.25000 4262.75| 72.25000 4262.75| 30.00000 1770.00 DENSE GRADED SUBBASE | | | 0038 303-01180 352.000 TON | 17.00000 5984.00| 17.00000 5984.00| 17.70000 6230.40 COMPACTED AGGREGATE, NO. 53 | | | 0039 303-08210 330.000 TON | 17.00000 5610.00| 17.00000 5610.00| 24.70000 8151.00 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0040 306-08033 4355.000 SYS | 1.30000 5661.50| 1.51000 6576.05| 2.37000 10321.35 MILLING, ASPHALT, 1 IN. | | | 0041 401-06264 LUMP | 1000.00000 1000.00| 15000.00000 15000.00| 13000.00000 13000.00 PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 310 -4 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -31957-A COUNTIES : HENDRICKS LETTING DATE : 11/04/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1698047 |( 2 ) 36-2231526 |( 3 ) 61-1023045 |GRADEX INC |WALSH CONSTR COMPANY |FAULKNER CONSTRUCTION LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 401-07320 827.000 TON | 65.00000 53755.00| 62.00000 51274.00| 62.00000 51274.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0043 401-07334 328.000 TON | 73.00000 23944.00| 73.00000 23944.00| 73.00000 23944.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0044 401-07334 4402.000 TON | 84.00000 369768.00| 77.00000 338954.00| 77.00000 338954.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm , SMA | | | 0045 401-07403 6014.000 TON | 50.00000 300700.00| 48.00000 288672.00| 48.00000 288672.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0046 401-07422 2737.000 TON | 47.00000 128639.00| 44.00000 120428.00| 44.00000 120428.00 QC/QA-HMA, 1, 64, BASE, 19.0 mm | | | 0047 401-07424 14261.000 TON | 42.00000 598962.00| 42.00000 598962.00| 42.00000 598962.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0048 401-07429 5801.000 TON | 44.00000 255244.00| 52.00000 301652.00| 52.00000 301652.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0049 406-05520 50.000 TON | 500.00000 25000.00| 455.00000 22750.00| 455.00000 22750.00 ASPHALT FOR TACK COAT | | | 0050 601-01522 4.000 EACH | 1800.00000 7200.00| 1790.00000 7160.00| 2075.00000 8300.00 GUARDRAIL TRANSITION TYPE TGB | | | 0051 601-02103 88.000 LFT | 24.00000 2112.00| 23.50000 2068.00| 20.50000 1804.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0052 601-06854 4.000 EACH | 3900.00000 15600.00| 3855.00000 15420.00| 2705.00000 10820.00 GUARDRAIL, W-BEAM, NESTED | | | 0053 601-06855 3.000 EACH | 800.00000 2400.00| 780.00000 2340.00| 775.00000 2325.00 GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHO | | | 0054 601-94689 13.000 EACH | 2300.00000 29900.00| 2240.00000 29120.00| 2215.00000 28795.00 GUARDRAIL END TREATMENT, OS | | | 0055 601-99105 907.000 LFT | 16.50000 14965.50| 16.00000 14512.00| 15.25000 13831.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0056 602-06729 28.000 EACH | 14.40000 403.20| 14.00000 392.00| 10.00000 280.00 BARRIER DELINEATOR | | | 0057 603-03829 1127.000 LFT | 57.00000 64239.00| 56.00000 63112.00| 89.00000 100303.00 FENCE | | | 0058 605-06155 317.000 LFT | 24.70000 7829.90| 24.33000 7712.61| 27.50000 8717.50 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0061 607-06335 157.000 LFT | 46.00000 7222.00| 34.29000 5383.53| 55.00000 8635.00 PAVED SIDE DITCH, A | | | 0062 609-06259 353.800 SYS | 51.00000 18043.80| 48.07000 17007.17| 81.45000 28817.01 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0063 610-07487 1616.000 TON | 57.00000 92112.00| 73.00000 117968.00| 73.00000 117968.00 HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 310 -5 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -31957-A COUNTIES : HENDRICKS LETTING DATE : 11/04/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1698047 |( 2 ) 36-2231526 |( 3 ) 61-1023045 |GRADEX INC |WALSH CONSTR COMPANY |FAULKNER CONSTRUCTION LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0064 610-08446 215.000 SYS | 41.00000 8815.00| 46.15000 9922.25| 59.50000 12792.50 PCCP FOR APPROACHES, 6 IN. | | | 0065 615-06490 39.000 EACH | 165.00000 6435.00| 161.00000 6279.00| 118.00000 4602.00 RIGHT OF WAY MARKER | | | 0066 615-06505 12.000 EACH | 640.00000 7680.00| 630.00000 7560.00| 640.00000 7680.00 MONUMENT, B | | | 0067 615-06510 2.000 EACH | 390.00000 780.00| 380.00000 760.00| 490.00000 980.00 MONUMENT, C | | | 0068 616-02320 10277.000 SYS | 1.00000 10277.00| 1.00000 10277.00| 1.19000 12229.63 GEOTEXTILES | | | 0069 616-05688 1114.000 TON | 33.50000 37319.00| 33.50000 37319.00| 29.75000 33141.50 RIPRAP, CLASS 1 | | | 0070 616-06405 4665.000 TON | 22.00000 102630.00| 22.00000 102630.00| 24.95000 116391.75 RIPRAP, REVETMENT | | | 0071 616-07266 1338.000 LFT | 39.00000 52182.00| 38.00000 50844.00| 68.00000 90984.00 COIR ROLL | | | 0072 621-01004 4.000 EACH | 360.00000 1440.00| 350.00000 1400.00| 575.00000 2300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0073 621-01597 971.000 SYS | 3.50000 3398.50| 3.40000 3301.40| 6.80000 6602.80 EROSION CONTROL, MAT Turf Reinforcement | | | Mat | | | 0074 621-02318 32.000 LBS | 140.00000 4480.00| 136.00000 4352.00| 159.50000 5104.00 SEED MIXTURE, PRAIRIE GRASS | | | 0075 621-02356 99.000 LBS | 108.00000 10692.00| 105.00000 10395.00| 148.50000 14701.50 SEEDING, WETLAND | | | 0076 621-02356 5.000 LBS | 139.00000 695.00| 135.00000 675.00| 473.00000 2365.00 SEEDING, WETLAND EDGE | | | 0077 621-02770 4889.000 SYS | 1.15000 5622.35| 1.12000 5475.68| 1.28000 6257.92 EROSION CONTROL BLANKET | | | 0078 621-02770 909.000 SYS | 0.83000 754.47| 0.81000 736.29| 1.28000 1163.52 EROSION CONTROL BLANKET TEMPORARY | | | 0079 621-06545 8.000 TON | 1460.00000 11680.00| 1425.00000 11400.00| 800.00000 6400.00 FERTILIZER | | | 0080 621-06554 2972.000 LBS | 3.65000 10847.80| 3.55000 10550.60| 5.82000 17297.04 SEED MIXTURE, U | | | 0081 621-06557 1000.000 LBS | 2.45000 2450.00| 2.40000 2400.00| 2.85000 2850.00 SEED MIXTURE, T | | | 0082 621-06565 48.000 TON | 330.00000 15840.00| 320.00000 15360.00| 275.00000 13200.00 MULCHING MATERIAL | | | 0083 621-06567 237.000 kGAL | 1.05000 248.85| 1.00000 237.00| 1.00000 237.00 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 310 -6 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -31957-A COUNTIES : HENDRICKS LETTING DATE : 11/04/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1698047 |( 2 ) 36-2231526 |( 3 ) 61-1023045 |GRADEX INC |WALSH CONSTR COMPANY |FAULKNER CONSTRUCTION LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0084 621-06574 3613.000 SYS | 3.50000 12645.50| 3.50000 12645.50| 2.92000 10549.96 SODDING | | | 0085 621-06575 4262.000 SYS | 3.50000 14917.00| 3.50000 14917.00| 2.92000 12445.04 SODDING, NURSERY | | | 0086 621-08161 2723.000 SYS | 3.50000 9530.50| 3.40000 9258.20| 6.80000 18516.40 PERMANENT TURF REINFORCEMENT MAT | | | 0087 621-09399 32.000 LBS | 82.00000 2624.00| 80.00000 2560.00| 243.00000 7776.00 SEED MIXTURE, WET MESIC | | | 0088 622-05639 413.000 EACH | 8.80000 3634.40| 8.56000 3535.28| 15.25000 6298.25 PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | | IN. | | | 0089 622-05648 44.000 EACH | 44.00000 1936.00| 43.50000 1914.00| 15.25000 671.00 PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 IN. OR UNDER | | | 0090 622-05649 28.000 EACH | 160.00000 4480.00| 155.00000 4340.00| 670.00000 18760.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0091 622-05650 14.000 EACH | 278.00000 3892.00| 270.00000 3780.00| 775.00000 10850.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0092 622-52436 12.000 EACH | 41.00000 492.00| 40.00000 480.00| 40.00000 480.00 SIGN, DO NOT MOW OR SPRAY | | | 0093 622-91786 882.000 EACH | 8.00000 7056.00| 7.95000 7011.90| 15.25000 13450.50 SEEDLING | | | 0094 622-98200 1.000 EACH | 24.00000 24.00| 40.00000 40.00| 40.00000 40.00 SIGN, DO NOT DISTURB | | | 0095 628-09402 36.000 MOS | 1850.00000 66600.00| 1800.00000 64800.00| 1600.00000 57600.00 FIELD OFFICE, B | | | 0096 628-09407 31.000 MOS | 250.00000 7750.00| 150.00000 4650.00| 600.00000 18600.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0097 701-05779 LUMP | 26500.00000 26500.00| 175000.00000 175000.00| 26000.00000 26000.00 FURNISHING DRILLED SHAFT DRILLING | | | EQUIPMENT | | | 0098 701-05780 275.500 CYS | 345.00000 95047.50| 308.22000 84914.61| 256.65000 70707.08 DRILLED SHAFT CONCRETE | | | 0099 701-05781 275.500 CYS | 257.00000 70803.50| 249.83000 68828.17| 195.00000 53722.50 UNCLASSIFIED SHAFT EXCAVATION | | | 0100 701-05782 22.000 CYS | 257.00000 5654.00| 195.00000 4290.00| 195.00000 4290.00 UNCLASSIFIED EXTRA DEPTH EXCAVATION | | | 0101 701-05783 8.000 HRS | 669.00000 5352.00| 650.00000 5200.00| 650.00000 5200.00 OBSTRUCTIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 310 -7 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -31957-A COUNTIES : HENDRICKS LETTING DATE : 11/04/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1698047 |( 2 ) 36-2231526 |( 3 ) 61-1023045 |GRADEX INC |WALSH CONSTR COMPANY |FAULKNER CONSTRUCTION LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0102 701-05787 LUMP | 7700.00000 7700.00| 15000.00000 15000.00| 7900.00000 7900.00 INSTRUMENTATION, INTEGRITY TESTING AND | | | DATA COLLECTION | | | 0103 701-06011 2.000 EACH | 770.00000 1540.00| 3243.15000 6486.30| 1500.00000 3000.00 DYNAMIC PILE LOAD TEST | | | 0104 701-09557 118.000 LFT | 30.50000 3599.00| 46.00000 5428.00| 50.00000 5900.00 TEST PILE, DYNAMIC, PRODUCTION | | | 0105 701-09559 2.000 EACH | 770.00000 1540.00| 1621.58000 3243.16| 1500.00000 3000.00 TEST PILE, DYNAMIC, RESTRIKE HP 12 X 53 | | | 0106 701-09739 42.000 EACH | 123.00000 5166.00| 108.46000 4555.32| 111.40000 4678.80 PILE SHOE, HP 12 X 53 , STEEL H | | | 0107 701-51195 1960.000 LFT | 30.50000 59780.00| 30.00000 58800.00| 31.77000 62269.20 PILE, STEEL H, HP 12" X 53 | | | 0108 701-93633 2058.000 LFT | 30.50000 62769.00| 20.00000 41160.00| 30.00000 61740.00 OVERSIZED PREDRILLED PILE HOLES | | | 0109 702-51005 1066.400 CYS | 509.00000 542797.60| 398.00000 424427.20| 706.64000 753560.90 CONCRETE, A, SUBSTRUCTURE | | | 0110 702-51100 434.000 LBS | 4.65000 2018.10| 4.92000 2135.28| 7.00000 3038.00 DRAIN PIPE, CAST IRON, 6 IN. | | | 0111 702-51110 1288.000 LBS | 2.58000 3323.04| 2.96000 3812.48| 4.00000 5152.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0112 702-93722 3.000 CYS | 309.00000 927.00| 727.00000 2181.00| 600.00000 1800.00 CONCRETE, C | | | 0113 703-51030 149038.000 LBS | 0.72000 107307.36| 0.57000 84951.66| 1.12180 167190.83 REINFORCING STEEL | | | 0114 703-51032 418755.000 LBS | 0.67000 280565.85| 0.62000 259628.10| 1.21540 508954.83 REINFORCING STEEL, EPOXY COATED | | | 0115 704-51002 1521.700 CYS | 370.00000 563029.00| 370.00000 563029.00| 430.11000 654498.39 CONCRETE, C, SUPERSTRUCTURE | | | 0116 706-05732 4.000 EACH | 1545.00000 6180.00| 1708.21000 6832.84| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0117 706-51020 110.800 CYS | 360.00000 39888.00| 315.19000 34923.05| 526.00000 58280.80 CONCRETE, C, RAILING | | | 0118 707-09633 4509.000 LFT | 386.00000 1740474.00| 250.00000 1127250.00| 200.00000 901800.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 78 IN. X 60 IN. | | | 0119 709-51821 LUMP | 25600.00000 25600.00| 21997.00000 21997.00| 22997.00000 22997.00 SURFACE SEAL | | | 0120 712-04131 LUMP | 32000.00000 32000.00| 40605.79000 40605.79| 15000.00000 15000.00 STRUCTURE , ROCK, IN CHANNEL | | | 0121 714-05760 100.000 LFT | 670.00000 67000.00| 670.00000 67000.00| 1005.35000 100535.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 12' X 5' | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 310 -8 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -31957-A COUNTIES : HENDRICKS LETTING DATE : 11/04/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1698047 |( 2 ) 36-2231526 |( 3 ) 61-1023045 |GRADEX INC |WALSH CONSTR COMPANY |FAULKNER CONSTRUCTION LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0122 714-08514 1698.000 SFT | 55.00000 93390.00| 52.21000 88652.58| 27.13000 46066.74 WINGWALL | | | 0123 715-03475 24.000 EACH | 430.00000 10320.00| 430.00000 10320.00| 377.00000 9048.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0124 715-03476 2.000 EACH | 930.00000 1860.00| 930.00000 1860.00| 505.00000 1010.00 SAFETY METAL END SECTION, 4:1, 24 IN. | | | 0125 715-05048 11875.000 LFT | 3.32000 39425.00| 3.32000 39425.00| 7.09000 84193.75 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0126 715-05053 1698.000 LFT | 9.45000 16046.10| 9.45000 16046.10| 8.51000 14449.98 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0127 715-05123 76.000 LFT | 55.00000 4180.00| 55.00000 4180.00| 33.11000 2516.36 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0128 715-05127 20.000 LFT | 98.00000 1960.00| 98.00000 1960.00| 43.12000 862.40 PIPE, TYPE 1, CURCULAR, 42 IN. | | | 0129 715-05149 20.000 LFT | 31.00000 620.00| 31.00000 620.00| 28.00000 560.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0130 715-05169 378.000 LFT | 32.00000 12096.00| 32.00000 12096.00| 37.33000 14110.74 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0131 715-05407 180.000 LFT | 8.75000 1575.00| 3.00000 540.00| 12.50000 2250.00 PIPE, END BENT DRAIN, 6 IN. | | | 0132 715-05411 1060.000 LFT | 55.00000 58300.00| 55.00000 58300.00| 65.00000 68900.00 PIPE, SANITARY SEWER, 12 IN. | | | 0133 715-05842 1.000 EACH | 1900.00000 1900.00| 1900.00000 1900.00| 1000.00000 1000.00 CONCRETE ANCHOR, 42 IN. | | | 0134 715-09064 1060.000 LFT | 3.00000 3180.00| 3.00000 3180.00| 1.75000 1855.00 VIDEO INSPECTION FOR PIPE | | | 0135 715-92874 147.000 LFT | 52.00000 7644.00| 52.00000 7644.00| 290.00000 42630.00 PIPE ENCASEMENT , 24" | | | 0136 718-06531 45.000 EACH | 425.00000 19125.00| 425.00000 19125.00| 50.00000 2250.00 OUTLET PROTECTOR, 3 | | | 0137 718-06532 3000.000 LFT | 1.50000 4500.00| 1.50000 4500.00| 1.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0138 718-52610 1069.000 CYS | 30.00000 32070.00| 30.00000 32070.00| 26.00000 27794.00 AGGREGATE FOR UNDERDRAINS | | | 0139 720-03194 3.000 EACH | 2900.00000 8700.00| 2900.00000 8700.00| 2312.00000 6936.00 MANHOLE , SANITARY, TYPE C | | | 0140 720-44070 1.000 EACH | 1250.00000 1250.00| 1250.00000 1250.00| 1143.00000 1143.00 CASTING, 13, FURNISH AND ADJUST TO GRAD | | | 0141 720-45025 2.000 EACH | 1900.00000 3800.00| 1900.00000 3800.00| 791.00000 1582.00 INLET, D6 | | | 0142 720-45605 3.000 LFT | 625.00000 1875.00| 625.00000 1875.00| 2500.00000 7500.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 310 -9 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -31957-A COUNTIES : HENDRICKS LETTING DATE : 11/04/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1698047 |( 2 ) 36-2231526 |( 3 ) 61-1023045 |GRADEX INC |WALSH CONSTR COMPANY |FAULKNER CONSTRUCTION LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0143 723-06912 100.000 LFT | 1060.00000 106000.00| 1500.00000 150000.00| 1841.00000 184100.00 STRUCTURE, PRECAST THREE-SIDED, 240 IN. | | | X 96 IN. | | | 0144 723-07105 152.000 LFT | 2690.00000 408880.00| 2000.00000 304000.00| 1976.02000 300355.04 STRUCTURE, PRECAST THREE-SIDED, 240 IN. | | | X 120 IN. | | | 0145 723-08608 1135.000 SFT | 55.00000 62425.00| 75.00000 85125.00| 71.25000 80868.75 WINGWALL | | | 0146 724-03276 157.000 LFT | 105.00000 16485.00| 41.05000 6444.85| 140.54000 22064.78 EXPANSION JOINT SEALING SYSTEM | | | 0147 731-93945 2882.000 SFT | 19.00000 54758.00| 14.50000 41789.00| 16.39000 47235.98 FACE PANELS, CONCRETE | | | 0148 731-93946 2882.000 SFT | 6.70000 19309.40| 8.00000 23056.00| 12.86000 37062.52 WALL ERECTION | | | 0149 731-93947 156.000 LFT | 41.00000 6396.00| 26.75000 4173.00| 25.00000 3900.00 LEVELING PAD, CONCRETE | | | 0150 801-03290 4.000 EACH | 360.00000 1440.00| 351.00000 1404.00| 399.00000 1596.00 CONSTRUCTION SIGN, C | | | 0151 801-04308 4.000 EACH | 1325.00000 5300.00| 1288.00000 5152.00| 525.00000 2100.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0152 801-06625 8.000 EACH | 148.00000 1184.00| 144.00000 1152.00| 95.00000 760.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0153 801-06640 21.000 EACH | 250.00000 5250.00| 247.00000 5187.00| 275.00000 5775.00 CONSTRUCTION SIGN, A | | | 0154 801-06775 LUMP | 275000.00000 275000.00| 300000.00000 300000.00| 148222.38000 148222.38 MAINTAINING TRAFFIC | | | 0155 801-07119 300.000 LFT | 34.00000 10200.00| 28.00000 8400.00| 33.00000 9900.00 BARRICADE, III-B | | | 0156 802-05701 162.000 LFT | 11.50000 1863.00| 14.00000 2268.00| 14.00000 2268.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0157 802-76025 140.000 SFT | 15.50000 2170.00| 12.50000 1750.00| 12.50000 1750.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0158 802-76035 35.000 SFT | 20.50000 717.50| 14.50000 507.50| 14.50000 507.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0159 802-76045 20.000 SFT | 20.50000 410.00| 18.00000 360.00| 18.00000 360.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0160 804-06770 32.000 EACH | 41.00000 1312.00| 25.00000 800.00| 21.00000 672.00 DELINEATOR POST | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 310 -10 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -31957-A COUNTIES : HENDRICKS LETTING DATE : 11/04/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1698047 |( 2 ) 36-2231526 |( 3 ) 61-1023045 |GRADEX INC |WALSH CONSTR COMPANY |FAULKNER CONSTRUCTION LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0161 805-01815 1.000 EACH | 2300.00000 2300.00| 1800.00000 1800.00| 1800.00000 1800.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0162 805-01842 5.000 EACH | 773.00000 3865.00| 900.00000 4500.00| 900.00000 4500.00 HANDHOLE, SIGNAL | | | 0163 805-02087 LUMP | 515.00000 515.00| 500.00000 500.00| 500.00000 500.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0164 805-02328 1140.000 LFT | 0.21000 239.40| 0.20000 228.00| 0.20000 228.00 SIGNAL CABLE, 1C 14GA. | | | 0165 805-06592 940.000 LFT | 12.30000 11562.00| 12.00000 11280.00| 12.00000 11280.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0166 805-78205 5.000 EACH | 645.00000 3225.00| 750.00000 3750.00| 750.00000 3750.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0167 805-78215 2.000 EACH | 645.00000 1290.00| 550.00000 1100.00| 550.00000 1100.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER ARROW, GREEN ARROW | | | 0168 805-78230 2.000 EACH | 1005.00000 2010.00| 1150.00000 2300.00| 1150.00000 2300.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0169 805-78415 2.000 EACH | 2000.00000 4000.00| 1450.00000 2900.00| 1450.00000 2900.00 SPAN, CATENARY, AND TETHER | | | 0170 805-78420 2.000 EACH | 280.00000 560.00| 300.00000 600.00| 300.00000 600.00 DISCONNECT HANGER | | | 0171 805-78467 30.000 LFT | 2.55000 76.50| 2.50000 75.00| 2.50000 75.00 SIGNAL CABLE, 3C 8GA. | | | 0172 805-78485 535.000 LFT | 1.80000 963.00| 1.80000 963.00| 1.80000 963.00 SIGNAL CABLE, 5C 14GA. | | | 0173 805-78490 1175.000 LFT | 1.95000 2291.25| 1.90000 2232.50| 1.90000 2232.50 SIGNAL CABLE, 7C 14GA. | | | 0174 805-78510 1535.000 LFT | 1.80000 2763.00| 1.50000 2302.50| 1.50000 2302.50 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0175 805-78785 7.000 EACH | 720.00000 5040.00| 700.00000 4900.00| 700.00000 4900.00 SIGNAL DETECTOR HOUSING | | | 0176 805-78795 414.000 LFT | 9.25000 3829.50| 8.20000 3394.80| 8.20000 3394.80 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0177 805-81032 1.000 EACH | 4350.00000 4350.00| 3850.00000 3850.00| 3850.00000 3850.00 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0178 805-92504 2.000 EACH | 310.00000 620.00| 200.00000 400.00| 200.00000 400.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0179 805-96014 1549.000 LFT | 2.05000 3175.45| 2.00000 3098.00| 2.00000 3098.00 SAW CUT, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 310 -11 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -31957-A COUNTIES : HENDRICKS LETTING DATE : 11/04/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1698047 |( 2 ) 36-2231526 |( 3 ) 61-1023045 |GRADEX INC |WALSH CONSTR COMPANY |FAULKNER CONSTRUCTION LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 808-06701 2150.000 LFT | 1.03000 2214.50| 0.40000 860.00| 0.99000 2128.50 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0181 808-06703 14636.000 LFT | 0.54000 7903.44| 0.40000 5854.40| 0.52000 7610.72 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0182 808-06705 4074.000 LFT | 1.50000 6111.00| 1.00000 4074.00| 1.45000 5907.30 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0183 808-75051 1216.000 LFT | 2.10000 2553.60| 1.50000 1824.00| 2.05000 2492.80 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0184 808-75054 1216.000 LFT | 2.10000 2553.60| 1.50000 1824.00| 2.05000 2492.80 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0185 808-75059 300.000 LFT | 2.10000 630.00| 1.50000 450.00| 2.05000 615.00 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 4 IN. | | | 0186 808-75245 10844.000 LFT | 0.54000 5855.76| 0.40000 4337.60| 0.52000 5638.88 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0187 808-75260 1670.000 LFT | 2.20000 3674.00| 2.50000 4175.00| 2.15000 3590.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0188 808-75278 650.000 LFT | 2.20000 1430.00| 2.50000 1625.00| 2.15000 1397.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0189 808-75290 600.000 LFT | 4.40000 2640.00| 5.00000 3000.00| 4.35000 2610.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | | 0190 808-75297 168.000 LFT | 4.40000 739.20| 5.00000 840.00| 4.35000 730.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0191 808-75320 18.000 EACH | 87.00000 1566.00| 85.00000 1530.00| 85.00000 1530.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0192 808-75325 14.000 EACH | 118.00000 1652.00| 95.00000 1330.00| 115.00000 1610.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0193 808-75998 449.000 EACH | 14.90000 6690.10| 14.48000 6501.52| 14.48000 6501.52 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0194 207-08263 56830.000 SYS | 3.70000 210271.00| 4.25000 241527.50| 3.65000 207429.50 SUBGRADE TREATMENT, TYPE IA | | | 0195 605-06240 70.000 SYS | 88.00000 6160.00| 72.87000 5100.90| 139.50000 9765.00 CENTER CURB, A, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 310 -12 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -31957-A COUNTIES : HENDRICKS LETTING DATE : 11/04/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1698047 |( 2 ) 36-2231526 |( 3 ) 61-1023045 |GRADEX INC |WALSH CONSTR COMPANY |FAULKNER CONSTRUCTION LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0196 605-06275 734.000 SYS | 85.00000 62390.00| 69.09000 50712.06| 71.50000 52481.00 CENTER CURB, D, CONCRETE, MODIFIED | | | SECTION TOTALS | $ 11,362,998.52| $ 11,384,156.35| $ 11,929,091.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 11,362,998.52| $ 11,384,156.35| $ 11,929,091.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 310 -13 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -31957-A COUNTIES : HENDRICKS LETTING DATE : 11/04/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1917625 |( 6 ) 35-1128289 |CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP | 315000.00000 315000.00| 60000.00000 60000.00| 45000.00000 45000.00 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 | 620000.00000 620000.00| 483322.15000 483322.15| 613845.00000 613845.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 125000.00000 125000.00| 70000.00000 70000.00| 122750.00000 122750.00 CLEARING RIGHT OF WAY | | | 0011 202-01300 1.000 EACH | 1000.00000 1000.00| 1280.00000 1280.00| 2500.00000 2500.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 202-02772 1.000 EACH | 100.00000 100.00| 50.27000 50.27| 450.00000 450.00 CASTING, REMOVE | | | 0013 202-96133 785.000 LFT | 10.00000 7850.00| 30.10000 23628.50| 16.00000 12560.00 PIPE, REMOVE | | | 0014 203-02000 91806.000 CYS | 15.00000 1377090.00| 7.17000 658249.02| 5.25000 481981.50 EXCAVATION, COMMON | | | 0015 203-02070 268975.000 CYS | 5.00000 1344875.00| 6.52000 1753717.00| 6.75000 1815581.25 BORROW | | | 0016 203-51223 4592.000 CYS | 5.00000 22960.00| 8.00000 36736.00| 7.00000 32144.00 EXCAVATION, WATERWAY | | | 0017 204-08415 16.000 EACH | 125.00000 2000.00| 1200.00000 19200.00| 450.00000 7200.00 STAKES, SETTLEMENT | | | 0018 205-02770 19240.000 SYS | 1.12000 21548.80| 1.12000 21548.80| 1.20000 23088.00 EROSION CONTROL BLANKET | | | 0019 205-03371 10.000 CYS | 50.00000 500.00| 17.71000 177.10| 70.00000 700.00 SEDIMENT, REMOVE | | | 0020 205-06930 9.000 TON | 30.00000 270.00| 41.93000 377.37| 55.00000 495.00 SPLASHPAD, RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 310 -14 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -31957-A COUNTIES : HENDRICKS LETTING DATE : 11/04/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1917625 |( 6 ) 35-1128289 |CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 205-06931 273.000 TON | 30.00000 8190.00| 39.19000 10698.87| 28.50000 7780.50 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0022 205-06932 204.000 LFT | 10.00000 2040.00| 18.92000 3859.68| 10.50000 2142.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0023 205-06937 5440.000 LFT | 1.20000 6528.00| 2.80000 15232.00| 1.30000 7072.00 TEMPORARY SILT FENCE | | | 0024 205-06938 460.000 LFT | 10.00000 4600.00| 10.87000 5000.20| 11.25000 5175.00 TEMPORARY SLOPE DRAIN | | | 0025 205-09543 594.000 TON | 15.00000 8910.00| 14.44000 8577.36| 15.00000 8910.00 NO 2 STONE | | | 0026 206-04301 3476.000 SFT | 20.00000 69520.00| 35.00000 121660.00| 46.00000 159896.00 SHEET PILING, STEEL, S=18.1 | | | 0027 206-51230 2628.000 CYS | 5.00000 13140.00| 12.00000 31536.00| 47.50000 124830.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0029 207-08266 1460.000 SYS | 0.75000 1095.00| 5.07000 7402.20| 2.25000 3285.00 SUBGRADE TREATMENT, TYPE III | | | 0030 207-08267 3413.000 SYS | 7.50000 25597.50| 5.08000 17338.04| 6.15000 20989.95 SUBGRADE TREATMENT, TYPE IIIA | | | 0031 211-02050 1113.000 CYS | 30.00000 33390.00| 25.00000 27825.00| 20.00000 22260.00 B BORROW | | | 0032 211-06467 182.600 CYS | 40.00000 7304.00| 70.00000 12782.00| 56.00000 10225.60 AGGREGATE FOR END BENT BACKFILL | | | 0033 211-09264 1656.000 CYS | 17.50000 28980.00| 17.17000 28433.52| 20.00000 33120.00 STRUCTURE BACKFILL, TYPE 1 | | | 0034 211-09266 1383.000 CYS | 30.00000 41490.00| 25.00000 34575.00| 32.00000 44256.00 STRUCTURE BACKFILL, TYPE 3 | | | 0035 211-09268 2953.000 CYS | 47.50000 140267.50| 80.00000 236240.00| 58.25000 172012.25 STRUCTURE BACKFILL, TYPE 5 | | | 0036 301-07448 21570.000 TON | 15.00000 323550.00| 13.03000 281057.10| 14.00000 301980.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0037 302-07455 59.000 CYS | 50.00000 2950.00| 130.00000 7670.00| 82.25000 4852.75 DENSE GRADED SUBBASE | | | 0038 303-01180 352.000 TON | 17.50000 6160.00| 14.03000 4938.56| 18.15000 6388.80 COMPACTED AGGREGATE, NO. 53 | | | 0039 303-08210 330.000 TON | 17.50000 5775.00| 16.93000 5586.90| 18.15000 5989.50 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0040 306-08033 4355.000 SYS | 1.00000 4355.00| 2.00000 8710.00| 1.35000 5879.25 MILLING, ASPHALT, 1 IN. | | | 0041 401-06264 LUMP | 6500.00000 6500.00| 8000.00000 8000.00| 1250.00000 1250.00 PROFILOGRAPH, HMA | | | 0042 401-07320 827.000 TON | 62.00000 51274.00| 63.00000 52101.00| 68.00000 56236.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 310 -15 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -31957-A COUNTIES : HENDRICKS LETTING DATE : 11/04/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1917625 |( 6 ) 35-1128289 |CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0043 401-07334 328.000 TON | 73.00000 23944.00| 89.00000 29192.00| 76.00000 24928.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0044 401-07334 4402.000 TON | 77.00000 338954.00| 103.00000 453406.00| 87.00000 382974.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm , SMA | | | 0045 401-07403 6014.000 TON | 48.00000 288672.00| 52.00000 312728.00| 52.50000 315735.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0046 401-07422 2737.000 TON | 44.00000 120428.00| 51.00000 139587.00| 50.00000 136850.00 QC/QA-HMA, 1, 64, BASE, 19.0 mm | | | 0047 401-07424 14261.000 TON | 42.00000 598962.00| 49.00000 698789.00| 44.50000 634614.50 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0048 401-07429 5801.000 TON | 52.00000 301652.00| 51.00000 295851.00| 45.50000 263945.50 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0049 406-05520 50.000 TON | 455.00000 22750.00| 540.00000 27000.00| 525.00000 26250.00 ASPHALT FOR TACK COAT | | | 0050 601-01522 4.000 EACH | 1790.00000 7160.00| 1790.00000 7160.00| 2020.00000 8080.00 GUARDRAIL TRANSITION TYPE TGB | | | 0051 601-02103 88.000 LFT | 23.50000 2068.00| 23.50000 2068.00| 18.00000 1584.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0052 601-06854 4.000 EACH | 3855.00000 15420.00| 3855.00000 15420.00| 2648.00000 10592.00 GUARDRAIL, W-BEAM, NESTED | | | 0053 601-06855 3.000 EACH | 780.00000 2340.00| 780.00000 2340.00| 699.25000 2097.75 GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHO | | | 0054 601-94689 13.000 EACH | 2240.00000 29120.00| 2240.00000 29120.00| 2197.50000 28567.50 GUARDRAIL END TREATMENT, OS | | | 0055 601-99105 907.000 LFT | 16.00000 14512.00| 16.00000 14512.00| 15.00000 13605.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0056 602-06729 28.000 EACH | 14.00000 392.00| 14.00000 392.00| 12.00000 336.00 BARRIER DELINEATOR | | | 0057 603-03829 1127.000 LFT | 56.00000 63112.00| 56.00000 63112.00| 88.80000 100077.60 FENCE | | | 0058 605-06155 317.000 LFT | 20.00000 6340.00| 32.00000 10144.00| 19.25000 6102.25 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0061 607-06335 157.000 LFT | 22.00000 3454.00| 19.19000 3012.83| 32.00000 5024.00 PAVED SIDE DITCH, A | | | 0062 609-06259 353.800 SYS | 50.00000 17690.00| 100.00000 35380.00| 90.00000 31842.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0063 610-07487 1616.000 TON | 73.00000 117968.00| 72.00000 116352.00| 60.00000 96960.00 HMA FOR APPROACHES, TYPE B | | | 0064 610-08446 215.000 SYS | 38.00000 8170.00| 60.00000 12900.00| 45.25000 9728.75 PCCP FOR APPROACHES, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 310 -16 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -31957-A COUNTIES : HENDRICKS LETTING DATE : 11/04/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1917625 |( 6 ) 35-1128289 |CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0065 615-06490 39.000 EACH | 161.00000 6279.00| 161.00000 6279.00| 112.00000 4368.00 RIGHT OF WAY MARKER | | | 0066 615-06505 12.000 EACH | 630.00000 7560.00| 630.00000 7560.00| 625.00000 7500.00 MONUMENT, B | | | 0067 615-06510 2.000 EACH | 380.00000 760.00| 380.00000 760.00| 380.00000 760.00 MONUMENT, C | | | 0068 616-02320 10277.000 SYS | 1.10000 11304.70| 1.25000 12846.25| 1.10000 11304.70 GEOTEXTILES | | | 0069 616-05688 1114.000 TON | 35.00000 38990.00| 29.74000 33130.36| 36.00000 40104.00 RIPRAP, CLASS 1 | | | 0070 616-06405 4665.000 TON | 25.00000 116625.00| 24.71000 115272.15| 23.50000 109627.50 RIPRAP, REVETMENT | | | 0071 616-07266 1338.000 LFT | 38.00000 50844.00| 38.00000 50844.00| 40.00000 53520.00 COIR ROLL | | | 0072 621-01004 4.000 EACH | 350.00000 1400.00| 350.00000 1400.00| 375.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0073 621-01597 971.000 SYS | 3.40000 3301.40| 3.40000 3301.40| 3.50000 3398.50 EROSION CONTROL, MAT Turf Reinforcement | | | Mat | | | 0074 621-02318 32.000 LBS | 136.00000 4352.00| 136.00000 4352.00| 145.00000 4640.00 SEED MIXTURE, PRAIRIE GRASS | | | 0075 621-02356 99.000 LBS | 105.00000 10395.00| 105.00000 10395.00| 112.50000 11137.50 SEEDING, WETLAND | | | 0076 621-02356 5.000 LBS | 135.00000 675.00| 135.00000 675.00| 142.50000 712.50 SEEDING, WETLAND EDGE | | | 0077 621-02770 4889.000 SYS | 1.12000 5475.68| 1.12000 5475.68| 1.20000 5866.80 EROSION CONTROL BLANKET | | | 0078 621-02770 909.000 SYS | 0.81000 736.29| 0.81000 736.29| 0.85000 772.65 EROSION CONTROL BLANKET TEMPORARY | | | 0079 621-06545 8.000 TON | 1425.00000 11400.00| 1425.00000 11400.00| 1525.00000 12200.00 FERTILIZER | | | 0080 621-06554 2972.000 LBS | 3.55000 10550.60| 3.55000 10550.60| 3.75000 11145.00 SEED MIXTURE, U | | | 0081 621-06557 1000.000 LBS | 2.40000 2400.00| 2.40000 2400.00| 2.50000 2500.00 SEED MIXTURE, T | | | 0082 621-06565 48.000 TON | 320.00000 15360.00| 320.00000 15360.00| 345.00000 16560.00 MULCHING MATERIAL | | | 0083 621-06567 237.000 kGAL | 1.00000 237.00| 1.00000 237.00| 1.05000 248.85 WATER | | | 0084 621-06574 3613.000 SYS | 2.50000 9032.50| 3.14000 11344.82| 3.75000 13548.75 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 310 -17 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -31957-A COUNTIES : HENDRICKS LETTING DATE : 11/04/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1917625 |( 6 ) 35-1128289 |CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 621-06575 4262.000 SYS | 2.50000 10655.00| 3.10000 13212.20| 3.75000 15982.50 SODDING, NURSERY | | | 0086 621-08161 2723.000 SYS | 3.40000 9258.20| 3.40000 9258.20| 3.65000 9938.95 PERMANENT TURF REINFORCEMENT MAT | | | 0087 621-09399 32.000 LBS | 80.00000 2560.00| 80.00000 2560.00| 86.00000 2752.00 SEED MIXTURE, WET MESIC | | | 0088 622-05639 413.000 EACH | 8.56000 3535.28| 8.56000 3535.28| 9.25000 3820.25 PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | | IN. | | | 0089 622-05648 44.000 EACH | 43.50000 1914.00| 43.50000 1914.00| 46.75000 2057.00 PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 IN. OR UNDER | | | 0090 622-05649 28.000 EACH | 155.00000 4340.00| 155.00000 4340.00| 167.00000 4676.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0091 622-05650 14.000 EACH | 270.00000 3780.00| 270.00000 3780.00| 290.00000 4060.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0092 622-52436 12.000 EACH | 40.00000 480.00| 40.00000 480.00| 43.00000 516.00 SIGN, DO NOT MOW OR SPRAY | | | 0093 622-91786 882.000 EACH | 7.95000 7011.90| 7.95000 7011.90| 8.50000 7497.00 SEEDLING | | | 0094 622-98200 1.000 EACH | 40.00000 40.00| 40.00000 40.00| 43.00000 43.00 SIGN, DO NOT DISTURB | | | 0095 628-09402 36.000 MOS | 1400.00000 50400.00| 2600.00000 93600.00| 1725.00000 62100.00 FIELD OFFICE, B | | | 0096 628-09407 31.000 MOS | 100.00000 3100.00| 150.00000 4650.00| 215.00000 6665.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0097 701-05779 LUMP | 26000.00000 26000.00| 26000.00000 26000.00| 790833.75000 790833.75 FURNISHING DRILLED SHAFT DRILLING | | | EQUIPMENT | | | 0098 701-05780 275.500 CYS | 335.00000 92292.50| 650.00000 179075.00| 625.00000 172187.50 DRILLED SHAFT CONCRETE | | | 0099 701-05781 275.500 CYS | 250.00000 68875.00| 360.00000 99180.00| 365.00000 100557.50 UNCLASSIFIED SHAFT EXCAVATION | | | 0100 701-05782 22.000 CYS | 250.00000 5500.00| 205.00000 4510.00| 225.00000 4950.00 UNCLASSIFIED EXTRA DEPTH EXCAVATION | | | 0101 701-05783 8.000 HRS | 650.00000 5200.00| 650.00000 5200.00| 1050.00000 8400.00 OBSTRUCTIONS | | | 0102 701-05787 LUMP | 7500.00000 7500.00| 7920.00000 7920.00| 45000.00000 45000.00 INSTRUMENTATION, INTEGRITY TESTING AND | | | DATA COLLECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 310 -18 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -31957-A COUNTIES : HENDRICKS LETTING DATE : 11/04/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1917625 |( 6 ) 35-1128289 |CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0103 701-06011 2.000 EACH | 750.00000 1500.00| 3500.00000 7000.00| 5600.00000 11200.00 DYNAMIC PILE LOAD TEST | | | 0104 701-09557 118.000 LFT | 30.00000 3540.00| 25.00000 2950.00| 38.00000 4484.00 TEST PILE, DYNAMIC, PRODUCTION | | | 0105 701-09559 2.000 EACH | 750.00000 1500.00| 2000.00000 4000.00| 2300.00000 4600.00 TEST PILE, DYNAMIC, RESTRIKE HP 12 X 53 | | | 0106 701-09739 42.000 EACH | 120.00000 5040.00| 120.00000 5040.00| 150.00000 6300.00 PILE SHOE, HP 12 X 53 , STEEL H | | | 0107 701-51195 1960.000 LFT | 30.00000 58800.00| 50.00000 98000.00| 38.00000 74480.00 PILE, STEEL H, HP 12" X 53 | | | 0108 701-93633 2058.000 LFT | 30.00000 61740.00| 36.00000 74088.00| 30.00000 61740.00 OVERSIZED PREDRILLED PILE HOLES | | | 0109 702-51005 1066.400 CYS | 495.00000 527868.00| 630.00000 671832.00| 500.00000 533200.00 CONCRETE, A, SUBSTRUCTURE | | | 0110 702-51100 434.000 LBS | 4.50000 1953.00| 5.00000 2170.00| 3.65000 1584.10 DRAIN PIPE, CAST IRON, 6 IN. | | | 0111 702-51110 1288.000 LBS | 2.50000 3220.00| 5.00000 6440.00| 2.45000 3155.60 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0112 702-93722 3.000 CYS | 300.00000 900.00| 950.00000 2850.00| 275.00000 825.00 CONCRETE, C | | | 0113 703-51030 149038.000 LBS | 0.70000 104326.60| 0.78000 116249.64| 0.75000 111778.50 REINFORCING STEEL | | | 0114 703-51032 418755.000 LBS | 0.65000 272190.75| 0.81000 339191.55| 0.80000 335004.00 REINFORCING STEEL, EPOXY COATED | | | 0115 704-51002 1521.700 CYS | 360.00000 547812.00| 460.00000 699982.00| 440.00000 669548.00 CONCRETE, C, SUPERSTRUCTURE | | | 0116 706-05732 4.000 EACH | 1500.00000 6000.00| 1200.00000 4800.00| 1850.00000 7400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0117 706-51020 110.800 CYS | 350.00000 38780.00| 600.00000 66480.00| 420.00000 46536.00 CONCRETE, C, RAILING | | | 0118 707-09633 4509.000 LFT | 375.00000 1690875.00| 338.00000 1524042.00| 249.00000 1122741.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 78 IN. X 60 IN. | | | 0119 709-51821 LUMP | 24930.00000 24930.00| 22997.00000 22997.00| 23000.00000 23000.00 SURFACE SEAL | | | 0120 712-04131 LUMP | 20000.00000 20000.00| 23778.95000 23778.95| 12750.00000 12750.00 STRUCTURE , ROCK, IN CHANNEL | | | 0121 714-05760 100.000 LFT | 625.00000 62500.00| 726.65000 72665.00| 715.00000 71500.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 12' X 5' | | | 0122 714-08514 1698.000 SFT | 0.10000 169.80| 43.20000 73353.60| 61.25000 104002.50 WINGWALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 310 -19 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -31957-A COUNTIES : HENDRICKS LETTING DATE : 11/04/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1917625 |( 6 ) 35-1128289 |CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0123 715-03475 24.000 EACH | 300.00000 7200.00| 208.82000 5011.68| 450.00000 10800.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0124 715-03476 2.000 EACH | 425.00000 850.00| 396.82000 793.64| 975.00000 1950.00 SAFETY METAL END SECTION, 4:1, 24 IN. | | | 0125 715-05048 11875.000 LFT | 2.60000 30875.00| 1.94000 23037.50| 3.55000 42156.25 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0126 715-05053 1698.000 LFT | 10.50000 17829.00| 8.70000 14772.60| 10.00000 16980.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0127 715-05123 76.000 LFT | 35.00000 2660.00| 48.11000 3656.36| 59.00000 4484.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0128 715-05127 20.000 LFT | 145.00000 2900.00| 97.87000 1957.40| 105.00000 2100.00 PIPE, TYPE 1, CURCULAR, 42 IN. | | | 0129 715-05149 20.000 LFT | 50.00000 1000.00| 31.22000 624.40| 33.00000 660.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0130 715-05169 378.000 LFT | 25.00000 9450.00| 28.33000 10708.74| 34.00000 12852.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0131 715-05407 180.000 LFT | 8.50000 1530.00| 20.00000 3600.00| 6.00000 1080.00 PIPE, END BENT DRAIN, 6 IN. | | | 0132 715-05411 1060.000 LFT | 42.50000 45050.00| 65.80000 69748.00| 59.00000 62540.00 PIPE, SANITARY SEWER, 12 IN. | | | 0133 715-05842 1.000 EACH | 1500.00000 1500.00| 1200.10000 1200.10| 2025.00000 2025.00 CONCRETE ANCHOR, 42 IN. | | | 0134 715-09064 1060.000 LFT | 1.75000 1855.00| 1.44000 1526.40| 1.80000 1908.00 VIDEO INSPECTION FOR PIPE | | | 0135 715-92874 147.000 LFT | 100.00000 14700.00| 278.92000 41001.24| 56.00000 8232.00 PIPE ENCASEMENT , 24" | | | 0136 718-06531 45.000 EACH | 400.00000 18000.00| 404.85000 18218.25| 450.00000 20250.00 OUTLET PROTECTOR, 3 | | | 0137 718-06532 3000.000 LFT | 0.50000 1500.00| 1.44000 4320.00| 1.10000 3300.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0138 718-52610 1069.000 CYS | 28.00000 29932.00| 29.21000 31225.49| 32.00000 34208.00 AGGREGATE FOR UNDERDRAINS | | | 0139 720-03194 3.000 EACH | 3850.00000 11550.00| 4687.21000 14061.63| 3125.00000 9375.00 MANHOLE , SANITARY, TYPE C | | | 0140 720-44070 1.000 EACH | 800.00000 800.00| 2327.10000 2327.10| 1350.00000 1350.00 CASTING, 13, FURNISH AND ADJUST TO GRAD | | | 0141 720-45025 2.000 EACH | 1350.00000 2700.00| 2222.33000 4444.66| 2025.00000 4050.00 INLET, D6 | | | 0142 720-45605 3.000 LFT | 350.00000 1050.00| 1359.73000 4079.19| 670.00000 2010.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0143 723-06912 100.000 LFT | 1550.00000 155000.00| 1197.55000 119755.00| 1185.00000 118500.00 STRUCTURE, PRECAST THREE-SIDED, 240 IN. | | | X 96 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 310 -20 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -31957-A COUNTIES : HENDRICKS LETTING DATE : 11/04/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1917625 |( 6 ) 35-1128289 |CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0144 723-07105 152.000 LFT | 1580.00000 240160.00| 1320.58000 200728.16| 1400.00000 212800.00 STRUCTURE, PRECAST THREE-SIDED, 240 IN. | | | X 120 IN. | | | 0145 723-08608 1135.000 SFT | 75.00000 85125.00| 20.08000 22790.80| 50.00000 56750.00 WINGWALL | | | 0146 724-03276 157.000 LFT | 100.00000 15700.00| 120.00000 18840.00| 73.25000 11500.25 EXPANSION JOINT SEALING SYSTEM | | | 0147 731-93945 2882.000 SFT | 18.50000 53317.00| 20.00000 57640.00| 15.50000 44671.00 FACE PANELS, CONCRETE | | | 0148 731-93946 2882.000 SFT | 6.50000 18733.00| 8.50000 24497.00| 4.00000 11528.00 WALL ERECTION | | | 0149 731-93947 156.000 LFT | 40.00000 6240.00| 30.00000 4680.00| 77.00000 12012.00 LEVELING PAD, CONCRETE | | | 0150 801-03290 4.000 EACH | 351.00000 1404.00| 351.00000 1404.00| 600.00000 2400.00 CONSTRUCTION SIGN, C | | | 0151 801-04308 4.000 EACH | 1288.00000 5152.00| 1288.00000 5152.00| 150.00000 600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0152 801-06625 8.000 EACH | 144.00000 1152.00| 144.00000 1152.00| 100.00000 800.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0153 801-06640 21.000 EACH | 247.00000 5187.00| 247.00000 5187.00| 385.00000 8085.00 CONSTRUCTION SIGN, A | | | 0154 801-06775 LUMP | 325000.00000 325000.00| 200000.00000 200000.00| 107440.32000 107440.32 MAINTAINING TRAFFIC | | | 0155 801-07119 300.000 LFT | 28.00000 8400.00| 28.00000 8400.00| 12.50000 3750.00 BARRICADE, III-B | | | 0156 802-05701 162.000 LFT | 14.00000 2268.00| 14.00000 2268.00| 11.75000 1903.50 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0157 802-76025 140.000 SFT | 12.50000 1750.00| 12.50000 1750.00| 16.00000 2240.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0158 802-76035 35.000 SFT | 14.50000 507.50| 14.50000 507.50| 21.50000 752.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0159 802-76045 20.000 SFT | 18.00000 360.00| 18.00000 360.00| 21.50000 430.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0160 804-06770 32.000 EACH | 25.00000 800.00| 25.00000 800.00| 15.00000 480.00 DELINEATOR POST | | | 0161 805-01815 1.000 EACH | 1800.00000 1800.00| 1800.00000 1800.00| 2425.00000 2425.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 310 -21 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -31957-A COUNTIES : HENDRICKS LETTING DATE : 11/04/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1917625 |( 6 ) 35-1128289 |CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0162 805-01842 5.000 EACH | 900.00000 4500.00| 900.00000 4500.00| 800.00000 4000.00 HANDHOLE, SIGNAL | | | 0163 805-02087 LUMP | 500.00000 500.00| 500.00000 500.00| 535.00000 535.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0164 805-02328 1140.000 LFT | 0.20000 228.00| 0.20000 228.00| 0.22000 250.80 SIGNAL CABLE, 1C 14GA. | | | 0165 805-06592 940.000 LFT | 12.00000 11280.00| 12.00000 11280.00| 12.75000 11985.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0166 805-78205 5.000 EACH | 750.00000 3750.00| 750.00000 3750.00| 670.00000 3350.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0167 805-78215 2.000 EACH | 550.00000 1100.00| 550.00000 1100.00| 670.00000 1340.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER ARROW, GREEN ARROW | | | 0168 805-78230 2.000 EACH | 1150.00000 2300.00| 1150.00000 2300.00| 1050.00000 2100.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0169 805-78415 2.000 EACH | 1450.00000 2900.00| 1450.00000 2900.00| 2100.00000 4200.00 SPAN, CATENARY, AND TETHER | | | 0170 805-78420 2.000 EACH | 300.00000 600.00| 300.00000 600.00| 290.00000 580.00 DISCONNECT HANGER | | | 0171 805-78467 30.000 LFT | 2.50000 75.00| 2.50000 75.00| 2.65000 79.50 SIGNAL CABLE, 3C 8GA. | | | 0172 805-78485 535.000 LFT | 1.80000 963.00| 1.80000 963.00| 1.85000 989.75 SIGNAL CABLE, 5C 14GA. | | | 0173 805-78490 1175.000 LFT | 1.90000 2232.50| 1.90000 2232.50| 2.05000 2408.75 SIGNAL CABLE, 7C 14GA. | | | 0174 805-78510 1535.000 LFT | 1.50000 2302.50| 1.50000 2302.50| 1.85000 2839.75 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0175 805-78785 7.000 EACH | 700.00000 4900.00| 700.00000 4900.00| 755.00000 5285.00 SIGNAL DETECTOR HOUSING | | | 0176 805-78795 414.000 LFT | 8.20000 3394.80| 8.20000 3394.80| 9.65000 3995.10 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0177 805-81032 1.000 EACH | 3850.00000 3850.00| 3850.00000 3850.00| 4580.00000 4580.00 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0178 805-92504 2.000 EACH | 200.00000 400.00| 200.00000 400.00| 325.00000 650.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0179 805-96014 1549.000 LFT | 2.50000 3872.50| 3.50000 5421.50| 1.05000 1626.45 SAW CUT, FULL DEPTH | | | 0180 808-06701 2150.000 LFT | 0.40000 860.00| 0.40000 860.00| 0.42000 903.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 310 -22 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -31957-A COUNTIES : HENDRICKS LETTING DATE : 11/04/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1917625 |( 6 ) 35-1128289 |CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0181 808-06703 14636.000 LFT | 0.40000 5854.40| 0.40000 5854.40| 0.40000 5854.40 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0182 808-06705 4074.000 LFT | 1.00000 4074.00| 1.00000 4074.00| 0.70000 2851.80 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0183 808-75051 1216.000 LFT | 1.50000 1824.00| 1.50000 1824.00| 3.65000 4438.40 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0184 808-75054 1216.000 LFT | 1.50000 1824.00| 1.50000 1824.00| 3.85000 4681.60 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0185 808-75059 300.000 LFT | 1.50000 450.00| 1.50000 450.00| 4.95000 1485.00 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 4 IN. | | | 0186 808-75245 10844.000 LFT | 0.40000 4337.60| 0.40000 4337.60| 0.45000 4879.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0187 808-75260 1670.000 LFT | 2.50000 4175.00| 2.50000 4175.00| 2.15000 3590.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0188 808-75278 650.000 LFT | 2.50000 1625.00| 2.50000 1625.00| 1.75000 1137.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0189 808-75290 600.000 LFT | 5.00000 3000.00| 5.00000 3000.00| 3.15000 1890.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | | 0190 808-75297 168.000 LFT | 5.00000 840.00| 5.00000 840.00| 5.25000 882.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0191 808-75320 18.000 EACH | 85.00000 1530.00| 85.00000 1530.00| 80.75000 1453.50 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0192 808-75325 14.000 EACH | 95.00000 1330.00| 95.00000 1330.00| 83.00000 1162.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0193 808-75998 449.000 EACH | 14.50000 6510.50| 14.48000 6501.52| 15.50000 6959.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0194 207-08263 56830.000 SYS | 4.28000 243232.40| 4.50000 255735.00| 4.65000 264259.50 SUBGRADE TREATMENT, TYPE IA | | | 0195 605-06240 70.000 SYS | 60.00000 4200.00| 80.00000 5600.00| 71.25000 4987.50 CENTER CURB, A, CONCRETE | | | 0196 605-06275 734.000 SYS | 60.00000 44040.00| 60.00000 44040.00| 70.00000 51380.00 CENTER CURB, D, CONCRETE, MODIFIED | | | SECTION TOTALS | $ 12,166,531.70| $ 12,242,802.00| $ 12,276,975.02 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 12,166,531.70| $ 12,242,802.00| $ 12,276,975.02 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 350 -1 VENDOR RANKING CALL ORDER : 350 CONTRACT ID : R -32737-A COUNTIES : PIKE LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT DESCRIPTION : SAFE ROUTES TO SCHOOL COMPLETION DATE : 06/10/10 LOCATION : ALONG VARIOUS STREETS WITHIN PIKE COUNTY PROJECT(S) : 0800013 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2267846 RIVER TOWN CONSTRUCTION LLC $ 149,837.50 100.0000% 2 35-2131982 J B I CONSTRUCTION INC $ 162,305.75 108.3212% 3 35-1585012 CRAFTSMAN CONSTRUCTION INC $ 184,143.20 122.8953% 4 35-0626844 J H RUDOLPH & COMPANY $ 194,854.65 130.0440% 5 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 209,665.00 139.9283% 6 35-1693410 HUGHES PAVING COMPANY INC $ 239,898.75 160.1059% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 350 -2 TABULATION OF BIDS CALL ORDER : 350 CONTRACT ID : R -32737-A COUNTIES : PIKE LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-2267846 |( 2 ) 35-2131982 |( 3 ) 35-1585012 |RIVER TOWN CONSTRUCTION LLC |J B I CONSTRUCTION INC |CRAFTSMAN CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SAFE ROUTES TO SCHOOL | | | 0001 105-06845 LUMP | 6200.00000 6200.00| 6500.00000 6500.00| 7590.00000 7590.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 100.00000 100.00| 200.00000 200.00| 154.00000 154.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 7.000 MOS | 80.00000 560.00| 100.00000 700.00| 104.50000 731.50 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 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 | 7450.00000 7450.00| 5000.00000 5000.00| 15800.00000 15800.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 2950.00000 2950.00| 25000.00000 25000.00| 30800.00000 30800.00 CLEARING RIGHT OF WAY | | | 0012 202-52710 706.000 SYS | 13.00000 9178.00| 9.00000 6354.00| 7.43000 5245.58 SIDEWALK, CONCRETE, REMOVE | | | 0013 202-91010 3.000 EACH | 2500.00000 7500.00| 1150.00000 3450.00| 550.00000 1650.00 TREE, 24 IN., REMOVE | | | 0014 202-91922 2.000 EACH | 450.00000 900.00| 500.00000 1000.00| 165.00000 330.00 STUMP, REMOVE | | | 0015 203-02000 149.000 CYS | 25.00000 3725.00| 30.00000 4470.00| 4.95000 737.55 EXCAVATION, COMMON | | | 0016 205-03371 2.000 CYS | 45.00000 90.00| 100.00000 200.00| 55.00000 110.00 SEDIMENT, REMOVE | | | 0017 205-06933 1.000 EACH | 250.00000 250.00| 250.00000 250.00| 220.00000 220.00 TEMPORARY DITCH INLET PROTECTION | | | 0018 205-06937 3305.000 LFT | 1.35000 4461.75| 1.35000 4461.75| 1.43000 4726.15 TEMPORARY SILT FENCE | | | 0019 205-09543 100.000 TON | 20.00000 2000.00| 25.00000 2500.00| 21.73000 2173.00 NO 2 STONE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 350 -3 TABULATION OF BIDS CALL ORDER : 350 CONTRACT ID : R -32737-A COUNTIES : PIKE LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-2267846 |( 2 ) 35-2131982 |( 3 ) 35-1585012 |RIVER TOWN CONSTRUCTION LLC |J B I CONSTRUCTION INC |CRAFTSMAN CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 207-08267 208.000 SYS | 18.00000 3744.00| 30.00000 6240.00| 22.50000 4680.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0021 211-09265 27.000 CYS | 30.00000 810.00| 30.00000 810.00| 21.95000 592.65 STRUCTURE BACKFILL, TYPE 2 | | | 0022 213-04324 16.000 CYS | 90.00000 1440.00| 96.00000 1536.00| 82.50000 1320.00 FLOWABLE FILL | | | 0023 304-07489 21.000 TON | 120.00000 2520.00| 150.00000 3150.00| 330.00000 6930.00 HMA PATCHING, TYPE A | | | 0024 406-05520 1.000 TON | 250.00000 250.00| 250.00000 250.00| 275.00000 275.00 ASPHALT FOR TACK COAT | | | 0025 604-90256 52.000 SYS | 40.00000 2080.00| 36.00000 1872.00| 36.76000 1911.52 SIDEWALK, CONCRETE, 6 IN. | | | 0026 604-91531 1787.000 SYS | 30.00000 53610.00| 30.00000 53610.00| 36.52000 65261.24 SIDEWALK, CONCRETE, 4 IN. | | | 0027 610-08446 208.000 SYS | 40.00000 8320.00| 36.00000 7488.00| 39.05000 8122.40 PCCP FOR APPROACHES, 6 IN. | | | 0028 621-01004 2.000 EACH | 650.00000 1300.00| 650.00000 1300.00| 715.00000 1430.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-02770 128.000 SYS | 3.00000 384.00| 3.00000 384.00| 3.30000 422.40 EROSION CONTROL BLANKET | | | 0030 621-06545 1.000 TON | 525.00000 525.00| 525.00000 525.00| 577.50000 577.50 FERTILIZER | | | 0031 621-06554 35.000 LBS | 5.00000 175.00| 5.00000 175.00| 5.50000 192.50 SEED MIXTURE, U | | | 0032 621-06557 40.000 LBS | 3.50000 140.00| 3.50000 140.00| 3.85000 154.00 SEED MIXTURE, T | | | 0033 621-06565 1.000 TON | 500.00000 500.00| 500.00000 500.00| 550.00000 550.00 MULCHING MATERIAL | | | 0034 628-09402 7.000 MOS | 800.00000 5600.00| 1600.00000 11200.00| 1500.40000 10502.80 FIELD OFFICE, B | | | 0035 715-05149 56.000 LFT | 32.00000 1792.00| 38.65000 2164.40| 20.19000 1130.64 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0036 715-06696 29.000 LFT | 62.00000 1798.00| 23.65000 685.85| 30.53000 885.37 PIPE, PVC, 10 IN. | | | 0037 720-44000 1.000 EACH | 500.00000 500.00| 400.00000 400.00| 550.00000 550.00 CASTING, ADJUST TO GRADE | | | 0038 801-03290 2.000 EACH | 165.00000 330.00| 165.00000 330.00| 302.50000 605.00 CONSTRUCTION SIGN, C | | | 0039 801-06640 9.000 EACH | 145.00000 1305.00| 145.00000 1305.00| 165.00000 1485.00 CONSTRUCTION SIGN, A | | | 0040 801-06775 LUMP | 15000.00000 15000.00| 5000.00000 5000.00| 3850.00000 3850.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 350 -4 TABULATION OF BIDS CALL ORDER : 350 CONTRACT ID : R -32737-A COUNTIES : PIKE LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-2267846 |( 2 ) 35-2131982 |( 3 ) 35-1585012 |RIVER TOWN CONSTRUCTION LLC |J B I CONSTRUCTION INC |CRAFTSMAN CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 802-07060 6.000 EACH | 225.00000 1350.00| 50.00000 300.00| 258.50000 1551.00 SIGN, SHEET, RELOCATE | | | 0042 808-75300 265.000 LFT | 3.75000 993.75| 10.75000 2848.75| 3.36000 890.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | SECTION TOTALS | $ 149,837.50| $ 162,305.75| $ 184,143.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 149,837.50| $ 162,305.75| $ 184,143.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 350 -5 TABULATION OF BIDS CALL ORDER : 350 CONTRACT ID : R -32737-A COUNTIES : PIKE LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-0626844 |( 5 ) 35-1009310 |( 6 ) 35-1693410 |J H RUDOLPH & COMPANY |DEIG BROTHERS LUMBER & CONST |HUGHES PAVING COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SAFE ROUTES TO SCHOOL | | | 0001 105-06845 LUMP | 8000.00000 8000.00| 8500.00000 8500.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 110.00000 110.00| 160.00000 160.00| 500.00000 500.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 7.000 MOS | 60.00000 420.00| 215.00000 1505.00| 500.00000 3500.00 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 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 | 17850.00000 17850.00| 10000.00000 10000.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 5600.00000 5600.00| 9875.00000 9875.00| 69350.00000 69350.00 CLEARING RIGHT OF WAY | | | 0012 202-52710 706.000 SYS | 9.00000 6354.00| 10.40000 7342.40| 10.00000 7060.00 SIDEWALK, CONCRETE, REMOVE | | | 0013 202-91010 3.000 EACH | 1600.00000 4800.00| 1230.00000 3690.00| 1000.00000 3000.00 TREE, 24 IN., REMOVE | | | 0014 202-91922 2.000 EACH | 150.00000 300.00| 1067.00000 2134.00| 500.00000 1000.00 STUMP, REMOVE | | | 0015 203-02000 149.000 CYS | 70.00000 10430.00| 118.00000 17582.00| 13.00000 1937.00 EXCAVATION, COMMON | | | 0016 205-03371 2.000 CYS | 45.00000 90.00| 6.30000 12.60| 100.00000 200.00 SEDIMENT, REMOVE | | | 0017 205-06933 1.000 EACH | 275.00000 275.00| 268.00000 268.00| 150.00000 150.00 TEMPORARY DITCH INLET PROTECTION | | | 0018 205-06937 3305.000 LFT | 1.60000 5288.00| 1.70000 5618.50| 1.95000 6444.75 TEMPORARY SILT FENCE | | | 0019 205-09543 100.000 TON | 25.00000 2500.00| 25.00000 2500.00| 15.00000 1500.00 NO 2 STONE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 350 -6 TABULATION OF BIDS CALL ORDER : 350 CONTRACT ID : R -32737-A COUNTIES : PIKE LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-0626844 |( 5 ) 35-1009310 |( 6 ) 35-1693410 |J H RUDOLPH & COMPANY |DEIG BROTHERS LUMBER & CONST |HUGHES PAVING COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 207-08267 208.000 SYS | 26.00000 5408.00| 14.00000 2912.00| 15.00000 3120.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0021 211-09265 27.000 CYS | 28.00000 756.00| 40.00000 1080.00| 25.00000 675.00 STRUCTURE BACKFILL, TYPE 2 | | | 0022 213-04324 16.000 CYS | 110.00000 1760.00| 95.00000 1520.00| 150.00000 2400.00 FLOWABLE FILL | | | 0023 304-07489 21.000 TON | 130.00000 2730.00| 322.00000 6762.00| 150.00000 3150.00 HMA PATCHING, TYPE A | | | 0024 406-05520 1.000 TON | 440.00000 440.00| 268.00000 268.00| 500.00000 500.00 ASPHALT FOR TACK COAT | | | 0025 604-90256 52.000 SYS | 44.00000 2288.00| 65.00000 3380.00| 46.00000 2392.00 SIDEWALK, CONCRETE, 6 IN. | | | 0026 604-91531 1787.000 SYS | 38.00000 67906.00| 44.00000 78628.00| 40.00000 71480.00 SIDEWALK, CONCRETE, 4 IN. | | | 0027 610-08446 208.000 SYS | 49.00000 10192.00| 48.25000 10036.00| 55.00000 11440.00 PCCP FOR APPROACHES, 6 IN. | | | 0028 621-01004 2.000 EACH | 715.00000 1430.00| 697.00000 1394.00| 100.00000 200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-02770 128.000 SYS | 3.30000 422.40| 3.25000 416.00| 5.00000 640.00 EROSION CONTROL BLANKET | | | 0030 621-06545 1.000 TON | 525.00000 525.00| 563.00000 563.00| 1000.00000 1000.00 FERTILIZER | | | 0031 621-06554 35.000 LBS | 5.00000 175.00| 5.40000 189.00| 20.00000 700.00 SEED MIXTURE, U | | | 0032 621-06557 40.000 LBS | 3.50000 140.00| 3.75000 150.00| 20.00000 800.00 SEED MIXTURE, T | | | 0033 621-06565 1.000 TON | 500.00000 500.00| 536.00000 536.00| 1000.00000 1000.00 MULCHING MATERIAL | | | 0034 628-09402 7.000 MOS | 1900.00000 13300.00| 1608.00000 11256.00| 2000.00000 14000.00 FIELD OFFICE, B | | | 0035 715-05149 56.000 LFT | 45.00000 2520.00| 41.00000 2296.00| 10.00000 560.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0036 715-06696 29.000 LFT | 54.00000 1566.00| 60.00000 1740.00| 11.00000 319.00 PIPE, PVC, 10 IN. | | | 0037 720-44000 1.000 EACH | 350.00000 350.00| 819.00000 819.00| 1000.00000 1000.00 CASTING, ADJUST TO GRADE | | | 0038 801-03290 2.000 EACH | 315.00000 630.00| 295.00000 590.00| 275.00000 550.00 CONSTRUCTION SIGN, C | | | 0039 801-06640 9.000 EACH | 165.00000 1485.00| 161.00000 1449.00| 200.00000 1800.00 CONSTRUCTION SIGN, A | | | 0040 801-06775 LUMP | 16000.00000 16000.00| 12095.00000 12095.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 350 -7 TABULATION OF BIDS CALL ORDER : 350 CONTRACT ID : R -32737-A COUNTIES : PIKE LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-0626844 |( 5 ) 35-1009310 |( 6 ) 35-1693410 |J H RUDOLPH & COMPANY |DEIG BROTHERS LUMBER & CONST |HUGHES PAVING COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 802-07060 6.000 EACH | 250.00000 1500.00| 253.00000 1518.00| 200.00000 1200.00 SIGN, SHEET, RELOCATE | | | 0042 808-75300 265.000 LFT | 3.05000 808.25| 3.30000 874.50| 5.00000 1325.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | SECTION TOTALS | $ 194,854.65| $ 209,665.00| $ 239,898.75 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 194,854.65| $ 209,665.00| $ 239,898.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 500 -1 VENDOR RANKING CALL ORDER : 500 CONTRACT ID : B -29452-A COUNTIES : WELLS LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : BRIDGE REPLACEMENT COMPLETION DATE : 08/07/10 LOCATION : ON CR 400W OVER ROCK CREEK 0.67 MILE SOUTH OF SR 124 PROJECT(S) : 9382490 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO INC $ 784,399.65 100.0000% 2 35-1057237 R L MCCOY INC $ 837,054.84 106.7128% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 500 -2 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : B -29452-A COUNTIES : WELLS LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1057237 |( ) |PRIMCO INC |R L MCCOY INC | 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 | 19480.09000 19480.09| 4000.00000 4000.00| 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 | 39219.98000 39219.98| 41000.00000 41000.00| MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 15687.99000 15687.99| 16000.00000 16000.00| CLEARING RIGHT OF WAY | | | 0009 202-51330 LUMP | 64568.00000 64568.00| 25000.00000 25000.00| PRESENT STRUCTURE, REMOVE | | | 0010 203-02000 370.000 CYS | 33.04000 12224.80| 12.50000 4625.00| EXCAVATION, COMMON | | | 0011 203-02070 4070.000 CYS | 8.00000 32560.00| 11.50000 46805.00| BORROW | | | 0012 203-51223 703.000 CYS | 13.66000 9602.98| 21.00000 14763.00| EXCAVATION, WATERWAY | | | 0013 205-06932 171.000 LFT | 13.10000 2240.10| 9.48000 1621.08| TEMPORARY CHECK DAM, STRAW BALES | | | 0014 205-06937 1435.000 LFT | 2.40000 3444.00| 1.74000 2496.90| TEMPORARY SILT FENCE | | | 0015 205-09543 100.000 TON | 20.00000 2000.00| 19.00000 1900.00| NO 2 STONE | | | 0016 206-51215 60.900 CYS | 250.00000 15225.00| 176.00000 10718.40| EXCAVATION, X | | | 0017 206-51220 395.800 CYS | 60.00000 23748.00| 200.00000 79160.00| EXCAVATION, WET | | | 0018 207-08262 2241.000 SYS | 2.34000 5243.94| 16.40000 36752.40| SUBGRADE TREATMENT, TYPE I | | | 0019 207-08267 121.000 SYS | 7.37000 891.77| 12.00000 1452.00| SUBGRADE TREATMENT, TYPE IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 500 -3 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : B -29452-A COUNTIES : WELLS LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1057237 |( ) |PRIMCO INC |R L MCCOY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 211-06467 32.000 CYS | 80.00000 2560.00| 50.00000 1600.00| AGGREGATE FOR END BENT BACKFILL | | | 0021 211-07454 2.000 CYS | 38.00000 76.00| 250.00000 500.00| STRUCTURE BACKFILL | | | 0022 301-07448 1155.000 TON | 16.00000 18480.00| 17.00000 19635.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 302-07455 36.000 CYS | 82.00000 2952.00| 80.00000 2880.00| DENSE GRADED SUBBASE | | | 0024 402-07432 158.000 TON | 66.00000 10428.00| 72.00000 11376.00| HMA SURFACE, TYPE A | | | 0025 402-07433 9.000 TON | 90.00000 810.00| 72.00000 648.00| HMA SURFACE, TYPE B | | | 0026 402-07435 268.000 TON | 50.00000 13400.00| 51.00000 13668.00| HMA INTERMEDIATE, TYPE A | | | 0027 402-07438 22.000 TON | 60.00000 1320.00| 51.00000 1122.00| HMA INTERMEDIATE, TYPE B | | | 0028 406-05521 2015.000 SYS | 0.20000 403.00| 0.30000 604.50| ASPHALT FOR TACK COAT | | | 0029 601-01846 3.000 EACH | 1550.00000 4650.00| 1550.00000 4650.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0030 601-06037 3.000 EACH | 865.00000 2595.00| 865.00000 2595.00| GUARDRAIL END TREATMENT, I | | | 0031 601-06374 4.000 EACH | 815.00000 3260.00| 815.00000 3260.00| GUARDRAIL TRANSITION, TGS-1 | | | 0032 601-99105 400.000 LFT | 16.00000 6400.00| 16.00000 6400.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0033 608-04395 5.100 TON | 300.00000 1530.00| 300.00000 1530.00| AGGREGATE FOR SHOULDER DRAINS | | | 0034 609-06257 220.000 SYS | 85.00000 18700.00| 78.00000 17160.00| REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0035 611-06497 1.000 EACH | 37.00000 37.00| 300.00000 300.00| MAILBOX ASSEMBLY, SINGLE | | | 0036 616-02320 1245.000 SYS | 2.50000 3112.50| 2.40000 2988.00| GEOTEXTILES | | | 0037 616-06405 895.000 TON | 25.00000 22375.00| 21.00000 18795.00| RIPRAP, REVETMENT | | | 0038 621-01004 2.000 EACH | 300.00000 600.00| 550.00000 1100.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06545 0.600 TON | 900.00000 540.00| 900.00000 540.00| FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 500 -4 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : B -29452-A COUNTIES : WELLS LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1057237 |( ) |PRIMCO INC |R L MCCOY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 621-06553 170.000 LBS | 4.25000 722.50| 8.27000 1405.90| SEED MIXTURE, R | | | 0041 621-06557 85.000 LBS | 3.10000 263.50| 10.95000 930.75| SEED MIXTURE, T | | | 0042 621-06565 4.000 TON | 450.00000 1800.00| 400.00000 1600.00| MULCHING MATERIAL | | | 0043 621-06575 487.000 SYS | 6.00000 2922.00| 6.16000 2999.92| SODDING, NURSERY | | | 0044 628-09402 12.000 MOS | 2200.00000 26400.00| 1630.00000 19560.00| FIELD OFFICE, B | | | 0045 701-09739 10.000 EACH | 110.00000 1100.00| 100.00000 1000.00| PILE SHOE, HP 12 X 53 | | | 0046 701-51195 300.000 LFT | 30.00000 9000.00| 25.00000 7500.00| PILE, STEEL H, HP 12" X 53 | | | 0047 702-51005 150.100 CYS | 375.00000 56287.50| 350.00000 52535.00| CONCRETE, A, SUBSTRUCTURE | | | 0048 702-51015 60.800 CYS | 320.00000 19456.00| 250.00000 15200.00| CONCRETE, B, FOOTINGS | | | 0049 703-51030 23581.000 LBS | 1.15000 27118.15| 0.61000 14384.41| REINFORCING STEEL | | | 0050 703-51032 43732.000 LBS | 1.05000 45918.60| 0.69000 30175.08| REINFORCING STEEL, EPOXY COATED | | | 0051 704-51002 159.900 CYS | 595.00000 95140.50| 1100.00000 175890.00| CONCRETE, C, SUPERSTRUCTURE | | | 0052 706-06344 275.000 LFT | 52.50000 14437.50| 52.50000 14437.50| RAILING, TS-1 | | | 0053 707-05983 700.000 LFT | 145.00000 101500.00| 115.00000 80500.00| STRUCTURAL MEMBERS, CONCRETE I-BEAM, II | | | 36 IN. X 12 IN. | | | 0054 709-51821 LUMP | 4000.05000 4000.05| 3150.00000 3150.00| SURFACE SEAL | | | 0055 715-05169 74.000 LFT | 34.30000 2538.20| 30.00000 2220.00| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0056 715-05171 140.000 LFT | 35.80000 5012.00| 35.00000 4900.00| PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0057 715-05407 132.000 LFT | 15.00000 1980.00| 9.00000 1188.00| PIPE, END BENT DRAIN, 6 IN. | | | 0058 715-09064 132.000 LFT | 12.00000 1584.00| 12.00000 1584.00| VIDEO INSPECTION FOR PIPE | | | 0059 715-46005 2.000 EACH | 260.00000 520.00| 290.00000 580.00| PIPE END SECTION, 15 IN. | | | 0060 715-46010 2.000 EACH | 300.00000 600.00| 320.00000 640.00| PIPE END SECTION, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 500 -5 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : B -29452-A COUNTIES : WELLS LETTING DATE : 11/04/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1057237 |( ) |PRIMCO INC |R L MCCOY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 801-04308 3.000 EACH | 335.00000 1005.00| 360.00000 1080.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-06625 28.000 EACH | 95.00000 2660.00| 100.00000 2800.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0063 801-06640 12.000 EACH | 110.00000 1320.00| 160.00000 1920.00| CONSTRUCTION SIGN, A | | | 0064 801-07118 64.000 LFT | 9.00000 576.00| 15.00000 960.00| BARRICADE, III-A | | | 0065 801-07119 16.000 LFT | 10.50000 168.00| 16.50000 264.00| BARRICADE, III-B | | | SECTION TOTALS | $ 784,399.65| $ 837,054.84| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 784,399.65| $ 837,054.84| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 510 -1 VENDOR RANKING CALL ORDER : 510 CONTRACT ID : B -29616-A COUNTIES : GIBSON LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT DESCRIPTION : BRIDGE REPLACEMENT COMPLETION DATE : 11/15/10 LOCATION : ON CR 350E OVER HOUCHINS DITCH PROJECT(S) : 0088460 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR INC $ 839,267.06 100.0000% 2 35-1878024 RAGLE INC $ 874,088.23 104.1490% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 1,074,400.00 128.0165% 4 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 1,159,696.47 138.1797% 5 90-0177865 HIS CONSTRUCTORS LLC $ 1,179,500.00 140.5393% 6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,307,977.58 155.8476% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 510 -2 TABULATION OF BIDS CALL ORDER : 510 CONTRACT ID : B -29616-A COUNTIES : GIBSON LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1878024 |( 3 ) 35-2040801 |CLR INC |RAGLE INC |GOHMANN ASPHALT & CONSTR INC 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 | 6500.00000 6500.00| 5000.00000 5000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 124.00000 124.00| 100.00000 100.00| 250.00000 250.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 15.000 MOS | 48.50000 727.50| 80.00000 1200.00| 150.00000 2250.00 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 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 | 41900.00000 41900.00| 43000.00000 43000.00| 53500.00000 53500.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 20900.00000 20900.00| 20000.00000 20000.00| 26500.00000 26500.00 CLEARING RIGHT OF WAY | | | 0012 202-51330 LUMP | 25800.00000 25800.00| 50000.00000 50000.00| 125000.00000 125000.00 PRESENT STRUCTURE, REMOVE | | | 0013 203-02000 1635.000 CYS | 16.90000 27631.50| 15.00000 24525.00| 15.00000 24525.00 EXCAVATION, COMMON | | | 0014 203-02070 723.000 CYS | 23.90000 17279.70| 10.00000 7230.00| 20.00000 14460.00 BORROW | | | 0015 203-51223 252.000 CYS | 12.00000 3024.00| 15.00000 3780.00| 23.00000 5796.00 EXCAVATION, WATERWAY | | | 0016 205-03371 15.000 CYS | 50.00000 750.00| 5.00000 75.00| 15.00000 225.00 SEDIMENT, REMOVE | | | 0017 205-06931 66.000 TON | 42.00000 2772.00| 30.00000 1980.00| 50.00000 3300.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0018 205-06937 1650.000 LFT | 1.75000 2887.50| 2.20000 3630.00| 2.00000 3300.00 TEMPORARY SILT FENCE | | | 0019 206-51220 150.000 CYS | 35.00000 5250.00| 100.00000 15000.00| 100.00000 15000.00 EXCAVATION, WET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 510 -3 TABULATION OF BIDS CALL ORDER : 510 CONTRACT ID : B -29616-A COUNTIES : GIBSON LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1878024 |( 3 ) 35-2040801 |CLR INC |RAGLE INC |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 206-51235 LUMP | 79700.00000 79700.00| 100000.00000 100000.00| 115077.23000 115077.23 COFFERDAM | | | 0021 207-08267 2766.000 SYS | 7.00000 19362.00| 7.00000 19362.00| 10.00000 27660.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0022 211-09264 104.400 CYS | 25.00000 2610.00| 20.00000 2088.00| 55.00000 5742.00 STRUCTURE BACKFILL, TYPE 1 | | | 0023 211-09267 28.000 CYS | 112.00000 3136.00| 100.00000 2800.00| 125.00000 3500.00 STRUCTURE BACKFILL, TYPE 4 | | | 0024 301-07448 1513.000 TON | 24.00000 36312.00| 20.00000 30260.00| 25.00000 37825.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0025 302-07455 29.800 CYS | 132.00000 3933.60| 55.00000 1639.00| 110.00000 3278.00 DENSE GRADED SUBBASE | | | 0026 303-07449 374.000 TON | 29.00000 10846.00| 20.00000 7480.00| 26.00000 9724.00 COMPACTED AGGREGATE, NO. 73 | | | 0027 402-07432 19.000 TON | 333.00000 6327.00| 295.00000 5605.00| 150.00000 2850.00 HMA SURFACE, TYPE A | | | 0028 402-07435 32.000 TON | 248.00000 7936.00| 220.00000 7040.00| 145.00000 4640.00 HMA INTERMEDIATE, TYPE A | | | 0030 406-05521 226.000 SYS | 1.00000 226.00| 1.00000 226.00| 0.20000 45.20 ASPHALT FOR TACK COAT | | | 0031 601-01522 4.000 EACH | 2250.00000 9000.00| 1995.00000 7980.00| 1995.00000 7980.00 GUARDRAIL TRANSITION TYPE TGB | | | 0032 601-01700 1.000 EACH | 4000.00000 4000.00| 2395.00000 2395.00| 2395.00000 2395.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0033 601-06037 3.000 EACH | 935.00000 2805.00| 750.00000 2250.00| 750.00000 2250.00 GUARDRAIL END TREATMENT, I | | | 0034 601-99105 106.300 LFT | 39.00000 4145.70| 31.75000 3375.03| 31.75000 3375.03 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0035 602-06729 8.000 EACH | 14.00000 112.00| 6.00000 48.00| 10.00000 80.00 BARRIER DELINEATOR | | | 0036 609-06257 179.000 SYS | 82.00000 14678.00| 60.00000 10740.00| 100.00000 17900.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0037 615-06490 18.000 EACH | 102.00000 1836.00| 120.00000 2160.00| 120.00000 2160.00 RIGHT OF WAY MARKER | | | 0038 616-02320 779.000 SYS | 2.10000 1635.90| 2.00000 1558.00| 5.00000 3895.00 GEOTEXTILES | | | 0039 616-06405 547.000 TON | 31.50000 17230.50| 30.00000 16410.00| 40.00000 21880.00 RIPRAP, REVETMENT | | | 0040 621-01004 1.000 EACH | 1350.00000 1350.00| 600.00000 600.00| 600.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 510 -4 TABULATION OF BIDS CALL ORDER : 510 CONTRACT ID : B -29616-A COUNTIES : GIBSON LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1878024 |( 3 ) 35-2040801 |CLR INC |RAGLE INC |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 621-02770 2445.000 SYS | 1.35000 3300.75| 1.20000 2934.00| 1.20000 2934.00 EROSION CONTROL BLANKET | | | 0042 621-06545 0.100 TON | 1700.00000 170.00| 500.00000 50.00| 500.00000 50.00 FERTILIZER | | | 0043 621-06557 58.000 LBS | 2.50000 145.00| 2.50000 145.00| 2.50000 145.00 SEED MIXTURE, T | | | 0044 621-06559 3271.000 SYS | 0.65000 2126.15| 0.38000 1242.98| 0.38000 1242.98 MULCHED SEEDING, R | | | 0045 621-06565 2.000 TON | 730.00000 1460.00| 430.00000 860.00| 430.00000 860.00 MULCHING MATERIAL | | | 0046 621-06567 1.000 kGAL | 5.00000 5.00| 5.00000 5.00| 5.00000 5.00 WATER | | | 0047 621-06574 219.000 SYS | 8.00000 1752.00| 9.00000 1971.00| 8.00000 1752.00 SODDING | | | 0048 621-08161 44.000 SYS | 5.55000 244.20| 4.90000 215.60| 4.90000 215.60 PERMANENT TURF REINFORCEMENT MAT | | | 0049 622-91786 44.000 EACH | 7.50000 330.00| 7.50000 330.00| 7.50000 330.00 SEEDLING | | | 0050 622-98200 4.000 EACH | 34.00000 136.00| 34.00000 136.00| 34.00000 136.00 SIGN, DO NOT DISTURB | | | 0051 628-09402 15.000 MOS | 1150.00000 17250.00| 950.00000 14250.00| 1700.00000 25500.00 FIELD OFFICE, B | | | 0052 701-51195 760.000 LFT | 37.00000 28120.00| 30.00000 22800.00| 40.00000 30400.00 PILE, STEEL H, HP 12" X 53 | | | 0053 701-91792 26.000 EACH | 110.00000 2860.00| 150.00000 3900.00| 120.00000 3120.00 PILE TIP, STEEL H | | | 0054 701-95780 912.000 LFT | 53.00000 48336.00| 35.00000 31920.00| 45.00000 41040.00 PILE, STEEL H, HP 12" X 74 | | | 0055 702-04433 40.000 EACH | 29.00000 1160.00| 35.00000 1400.00| 35.00000 1400.00 FLOOR DRAIN, PVC, 6 IN. | | | 0056 702-51005 144.000 CYS | 367.00000 52848.00| 550.00000 79200.00| 500.00000 72000.00 CONCRETE, A, SUBSTRUCTURE | | | 0057 702-51015 12.000 CYS | 815.00000 9780.00| 1200.00000 14400.00| 900.00000 10800.00 CONCRETE, B, FOOTINGS | | | 0058 703-06028 30377.000 LBS | 0.56000 17011.12| 0.70000 21263.90| 0.70000 21263.90 REINFORCING BARS | | | 0059 703-06029 80178.000 LBS | 0.79000 63340.62| 0.70000 56124.60| 0.73000 58529.94 REINFORCING BARS, EPOXY COATED | | | 0060 704-51002 353.800 CYS | 469.00000 165932.20| 525.00000 185745.00| 580.00000 205204.00 CONCRETE, C, SUPERSTRUCTURE | | | 0061 706-05732 4.000 EACH | 1300.00000 5200.00| 1500.00000 6000.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 510 -5 TABULATION OF BIDS CALL ORDER : 510 CONTRACT ID : B -29616-A COUNTIES : GIBSON LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1878024 |( 3 ) 35-2040801 |CLR INC |RAGLE INC |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 706-51020 23.000 CYS | 510.00000 11730.00| 375.00000 8625.00| 375.00000 8625.00 CONCRETE, C, RAILING | | | 0063 709-51821 LUMP | 3950.00000 3950.00| 3750.00000 3750.00| 4750.00000 4750.00 SURFACE SEAL | | | 0064 715-05019 50.000 LFT | 57.50000 2875.00| 60.00000 3000.00| 45.00000 2250.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0065 715-05173 112.000 LFT | 35.50000 3976.00| 40.00000 4480.00| 35.00000 3920.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0066 715-46020 4.000 EACH | 363.00000 1452.00| 460.00000 1840.00| 550.00000 2200.00 PIPE END SECTION, 24 IN. | | | 0067 715-46040 2.000 EACH | 675.00000 1350.00| 775.00000 1550.00| 850.00000 1700.00 PIPE END SECTION, 36 IN. | | | 0068 801-04308 4.000 EACH | 330.00000 1320.00| 295.00000 1180.00| 295.00000 1180.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0069 801-06625 12.000 EACH | 130.00000 1560.00| 115.00000 1380.00| 115.00000 1380.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0070 801-06640 3.000 EACH | 565.00000 1695.00| 250.00000 750.00| 250.00000 750.00 CONSTRUCTION SIGN, A | | | 0071 801-07118 24.000 LFT | 22.00000 528.00| 20.00000 480.00| 20.00000 480.00 BARRICADE, III-A | | | 0072 801-07119 24.000 LFT | 28.00000 672.00| 25.00000 600.00| 25.00000 600.00 BARRICADE, III-B | | | 0073 808-06713 537.000 LFT | 0.38000 204.06| 0.38000 204.06| 0.38000 204.06 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0074 808-06714 537.000 LFT | 0.38000 204.06| 0.38000 204.06| 0.38000 204.06 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0075 205-06934 2.000 TON | 430.00000 860.00| 430.00000 860.00| 430.00000 860.00 TEMPORARY MULCHING | | | 0076 206-51225 10.000 CYS | 115.00000 1150.00| 25.00000 250.00| 40.00000 400.00 EXCAVATION, DRY | | | 0077 801-06775 LUMP | 1500.00000 1500.00| 500.00000 500.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 839,267.06| $ 874,088.23| $ 1,074,400.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 839,267.06| $ 874,088.23| $ 1,074,400.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 510 -6 TABULATION OF BIDS CALL ORDER : 510 CONTRACT ID : B -29616-A COUNTIES : GIBSON LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1009310 |( 5 ) 90-0177865 |( 6 ) 35-1618530 |DEIG BROTHERS LUMBER & CONST |HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVIC 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 | 14290.00000 14290.00| 6700.00000 6700.00| 8000.00000 8000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 150.00000 150.00| 190.00000 190.00| 350.00000 350.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 15.000 MOS | 100.00000 1500.00| 97.00000 1455.00| 75.00000 1125.00 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 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 | 56000.00000 56000.00| 58646.45000 58646.45| 65398.87000 65398.87 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 22950.00000 22950.00| 44804.00000 44804.00| 32699.43000 32699.43 CLEARING RIGHT OF WAY | | | 0012 202-51330 LUMP | 32450.00000 32450.00| 78700.00000 78700.00| 184000.00000 184000.00 PRESENT STRUCTURE, REMOVE | | | 0013 203-02000 1635.000 CYS | 18.50000 30247.50| 14.50000 23707.50| 20.00000 32700.00 EXCAVATION, COMMON | | | 0014 203-02070 723.000 CYS | 20.70000 14966.10| 38.00000 27474.00| 30.00000 21690.00 BORROW | | | 0015 203-51223 252.000 CYS | 31.00000 7812.00| 15.00000 3780.00| 35.00000 8820.00 EXCAVATION, WATERWAY | | | 0016 205-03371 15.000 CYS | 39.00000 585.00| 33.00000 495.00| 30.00000 450.00 SEDIMENT, REMOVE | | | 0017 205-06931 66.000 TON | 41.00000 2706.00| 52.00000 3432.00| 40.00000 2640.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0018 205-06937 1650.000 LFT | 2.00000 3300.00| 1.60000 2640.00| 1.30000 2145.00 TEMPORARY SILT FENCE | | | 0019 206-51220 150.000 CYS | 44.00000 6600.00| 48.00000 7200.00| 30.00000 4500.00 EXCAVATION, WET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 510 -7 TABULATION OF BIDS CALL ORDER : 510 CONTRACT ID : B -29616-A COUNTIES : GIBSON LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1009310 |( 5 ) 90-0177865 |( 6 ) 35-1618530 |DEIG BROTHERS LUMBER & CONST |HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 206-51235 LUMP | 84000.00000 84000.00| 107100.00000 107100.00| 100000.00000 100000.00 COFFERDAM | | | 0021 207-08267 2766.000 SYS | 7.10000 19638.60| 10.00000 27660.00| 12.00000 33192.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0022 211-09264 104.400 CYS | 34.00000 3549.60| 27.00000 2818.80| 60.00000 6264.00 STRUCTURE BACKFILL, TYPE 1 | | | 0023 211-09267 28.000 CYS | 41.00000 1148.00| 91.00000 2548.00| 75.00000 2100.00 STRUCTURE BACKFILL, TYPE 4 | | | 0024 301-07448 1513.000 TON | 28.00000 42364.00| 32.00000 48416.00| 30.00000 45390.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0025 302-07455 29.800 CYS | 38.00000 1132.40| 100.00000 2980.00| 90.00000 2682.00 DENSE GRADED SUBBASE | | | 0026 303-07449 374.000 TON | 29.00000 10846.00| 27.00000 10098.00| 40.00000 14960.00 COMPACTED AGGREGATE, NO. 73 | | | 0027 402-07432 19.000 TON | 326.00000 6194.00| 310.00000 5890.00| 295.00000 5605.00 HMA SURFACE, TYPE A | | | 0028 402-07435 32.000 TON | 273.00000 8736.00| 230.00000 7360.00| 220.00000 7040.00 HMA INTERMEDIATE, TYPE A | | | 0030 406-05521 226.000 SYS | 1.00000 226.00| 1.00000 226.00| 1.00000 226.00 ASPHALT FOR TACK COAT | | | 0031 601-01522 4.000 EACH | 2095.00000 8380.00| 2290.00000 9160.00| 2185.00000 8740.00 GUARDRAIL TRANSITION TYPE TGB | | | 0032 601-01700 1.000 EACH | 2520.00000 2520.00| 1980.00000 1980.00| 1890.00000 1890.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0033 601-06037 3.000 EACH | 790.00000 2370.00| 980.00000 2940.00| 935.00000 2805.00 GUARDRAIL END TREATMENT, I | | | 0034 601-99105 106.300 LFT | 33.40000 3550.42| 18.00000 1913.40| 17.00000 1807.10 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0035 602-06729 8.000 EACH | 14.00000 112.00| 21.00000 168.00| 14.00000 112.00 BARRIER DELINEATOR | | | 0036 609-06257 179.000 SYS | 77.00000 13783.00| 90.00000 16110.00| 100.00000 17900.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0037 615-06490 18.000 EACH | 125.00000 2250.00| 140.00000 2520.00| 135.00000 2430.00 RIGHT OF WAY MARKER | | | 0038 616-02320 779.000 SYS | 2.60000 2025.40| 1.70000 1324.30| 4.00000 3116.00 GEOTEXTILES | | | 0039 616-06405 547.000 TON | 37.00000 20239.00| 30.00000 16410.00| 35.00000 19145.00 RIPRAP, REVETMENT | | | 0040 621-01004 1.000 EACH | 675.00000 675.00| 630.00000 630.00| 1290.00000 1290.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 510 -8 TABULATION OF BIDS CALL ORDER : 510 CONTRACT ID : B -29616-A COUNTIES : GIBSON LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1009310 |( 5 ) 90-0177865 |( 6 ) 35-1618530 |DEIG BROTHERS LUMBER & CONST |HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 621-02770 2445.000 SYS | 1.40000 3423.00| 1.25000 3056.25| 1.14000 2787.30 EROSION CONTROL BLANKET | | | 0042 621-06545 0.100 TON | 600.00000 60.00| 520.00000 52.00| 800.00000 80.00 FERTILIZER | | | 0043 621-06557 58.000 LBS | 2.70000 156.60| 2.60000 150.80| 4.00000 232.00 SEED MIXTURE, T | | | 0044 621-06559 3271.000 SYS | 0.40000 1308.40| 0.40000 1308.40| 0.88000 2878.48 MULCHED SEEDING, R | | | 0045 621-06565 2.000 TON | 450.00000 900.00| 450.00000 900.00| 400.00000 800.00 MULCHING MATERIAL | | | 0046 621-06567 1.000 kGAL | 10.00000 10.00| 5.25000 5.25| 1.00000 1.00 WATER | | | 0047 621-06574 219.000 SYS | 8.00000 1752.00| 8.40000 1839.60| 12.55000 2748.45 SODDING | | | 0048 621-08161 44.000 SYS | 5.50000 242.00| 5.10000 224.40| 9.00000 396.00 PERMANENT TURF REINFORCEMENT MAT | | | 0049 622-91786 44.000 EACH | 8.00000 352.00| 7.90000 347.60| 34.00000 1496.00 SEEDLING | | | 0050 622-98200 4.000 EACH | 41.00000 164.00| 36.00000 144.00| 32.00000 128.00 SIGN, DO NOT DISTURB | | | 0051 628-09402 15.000 MOS | 2065.00000 30975.00| 3200.00000 48000.00| 2000.00000 30000.00 FIELD OFFICE, B | | | 0052 701-51195 760.000 LFT | 49.00000 37240.00| 38.00000 28880.00| 45.00000 34200.00 PILE, STEEL H, HP 12" X 53 | | | 0053 701-91792 26.000 EACH | 127.00000 3302.00| 102.00000 2652.00| 175.00000 4550.00 PILE TIP, STEEL H | | | 0054 701-95780 912.000 LFT | 58.00000 52896.00| 45.00000 41040.00| 55.00000 50160.00 PILE, STEEL H, HP 12" X 74 | | | 0055 702-04433 40.000 EACH | 112.00000 4480.00| 128.00000 5120.00| 200.00000 8000.00 FLOOR DRAIN, PVC, 6 IN. | | | 0056 702-51005 144.000 CYS | 619.00000 89136.00| 420.00000 60480.00| 750.00000 108000.00 CONCRETE, A, SUBSTRUCTURE | | | 0057 702-51015 12.000 CYS | 1420.00000 17040.00| 860.00000 10320.00| 1000.00000 12000.00 CONCRETE, B, FOOTINGS | | | 0058 703-06028 30377.000 LBS | 1.09000 33110.93| 0.75000 22782.75| 0.80000 24301.60 REINFORCING BARS | | | 0059 703-06029 80178.000 LBS | 1.34000 107438.52| 0.85000 68151.30| 0.90000 72160.20 REINFORCING BARS, EPOXY COATED | | | 0060 704-51002 353.800 CYS | 843.00000 298253.40| 862.00000 304975.60| 750.00000 265350.00 CONCRETE, C, SUPERSTRUCTURE | | | 0061 706-05732 4.000 EACH | 1470.00000 5880.00| 1750.00000 7000.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 510 -9 TABULATION OF BIDS CALL ORDER : 510 CONTRACT ID : B -29616-A COUNTIES : GIBSON LETTING DATE : 11/04/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1009310 |( 5 ) 90-0177865 |( 6 ) 35-1618530 |DEIG BROTHERS LUMBER & CONST |HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 706-51020 23.000 CYS | 412.00000 9476.00| 660.00000 15180.00| 526.00000 12098.00 CONCRETE, C, RAILING | | | 0063 709-51821 LUMP | 4700.00000 4700.00| 5400.00000 5400.00| 5196.25000 5196.25 SURFACE SEAL | | | 0064 715-05019 50.000 LFT | 87.00000 4350.00| 85.00000 4250.00| 70.00000 3500.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0065 715-05173 112.000 LFT | 74.00000 8288.00| 60.00000 6720.00| 45.00000 5040.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0066 715-46020 4.000 EACH | 515.00000 2060.00| 800.00000 3200.00| 1000.00000 4000.00 PIPE END SECTION, 24 IN. | | | 0067 715-46040 2.000 EACH | 935.00000 1870.00| 1100.00000 2200.00| 1500.00000 3000.00 PIPE END SECTION, 36 IN. | | | 0068 801-04308 4.000 EACH | 315.00000 1260.00| 310.00000 1240.00| 450.00000 1800.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0069 801-06625 12.000 EACH | 125.00000 1500.00| 120.00000 1440.00| 135.00000 1620.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0070 801-06640 3.000 EACH | 265.00000 795.00| 260.00000 780.00| 195.00000 585.00 CONSTRUCTION SIGN, A | | | 0071 801-07118 24.000 LFT | 20.00000 480.00| 21.00000 504.00| 12.95000 310.80 BARRICADE, III-A | | | 0072 801-07119 24.000 LFT | 29.00000 696.00| 26.00000 624.00| 15.95000 382.80 BARRICADE, III-B | | | 0073 808-06713 537.000 LFT | 0.40000 214.80| 0.40000 214.80| 1.45000 778.65 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0074 808-06714 537.000 LFT | 0.40000 214.80| 0.40000 214.80| 1.45000 778.65 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0075 205-06934 2.000 TON | 640.00000 1280.00| 450.00000 900.00| 400.00000 800.00 TEMPORARY MULCHING | | | 0076 206-51225 10.000 CYS | 29.00000 290.00| 120.00000 1200.00| 50.00000 500.00 EXCAVATION, DRY | | | 0077 801-06775 LUMP | 6800.00000 6800.00| 520.00000 520.00| 500.00000 500.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 1,159,696.47| $ 1,179,500.00| $ 1,307,977.58 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,159,696.47| $ 1,179,500.00| $ 1,307,977.58 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 560 -1 VENDOR RANKING CALL ORDER : 560 CONTRACT ID : T -30911-A COUNTIES : ST. JOSEPH LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : TRAFFIC SIGNALS MODERNIZATION COMPLETION DATE : 09/01/10 LOCATION : ON MCKINLEY AVENUE FROM NORTH LOGAN AVENUE TO PROJECT(S) : 0600119 DIVISION STREET ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1657131 MICHIANA CONTRACTING INC $ 1,129,145.66 100.0000% 2 06-1675328 MARTELL ELECTRIC LLC $ 1,252,678.80 110.9404% 3 74-2851603 QUANTA SERVICES INC $ 1,382,143.97 122.4062% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 560 -2 TABULATION OF BIDS CALL ORDER : 560 CONTRACT ID : T -30911-A COUNTIES : ST. JOSEPH LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1657131 |( 2 ) 06-1675328 |( 3 ) 74-2851603 |MICHIANA CONTRACTING INC |MARTELL ELECTRIC LLC |QUANTA SERVICES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SIGNAL MODERNIZATION | | | 0001 105-06845 LUMP | 17500.00000 17500.00| 6000.00000 6000.00| 5800.00000 5800.00 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 | 54000.00000 54000.00| 60000.00000 60000.00| 65000.00000 65000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 202-01300 5.000 EACH | 1725.00000 8625.00| 2000.00000 10000.00| 4000.00000 20000.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0009 202-74070 1.000 EACH | 1525.00000 1525.00| 450.00000 450.00| 670.00000 670.00 OVERHEAD SIGN STRUCTURE, CABLE SPAN, | | | REMOVE | | | 0010 202-86946 10.000 EACH | 115.00000 1150.00| 200.00000 2000.00| 150.00000 1500.00 HANDHOLE, REMOVE | | | 0011 202-93763 1.000 EACH | 360.00000 360.00| 160.00000 160.00| 300.00000 300.00 LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0012 202-99626 1.000 EACH | 230.00000 230.00| 320.00000 320.00| 500.00000 500.00 FOUNDATION FOR SIGNING, REMOVE | | | 0013 203-02020 548.000 CYS | 39.00000 21372.00| 40.00000 21920.00| 39.00000 21372.00 EXCAVATION, UNCLASSIFIED | | | 0014 205-02237 1.000 EACH | 50.00000 50.00| 250.00000 250.00| 252.00000 252.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0015 205-06937 1465.000 LFT | 1.90000 2783.50| 1.90000 2783.50| 1.88000 2754.20 TEMPORARY SILT FENCE | | | 0016 301-07448 36.200 TON | 60.00000 2172.00| 60.00000 2172.00| 60.00000 2172.00 COMPACTED AGGREGATE, NO. 53, BASE , F0R | | | DRIVES | | | 0017 301-07448 140.400 TON | 32.50000 4563.00| 35.00000 4914.00| 32.50000 4563.00 COMPACTED AGGREGATE, NO. 53, BASE , FOR | | | PATCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 560 -3 TABULATION OF BIDS CALL ORDER : 560 CONTRACT ID : T -30911-A COUNTIES : ST. JOSEPH LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1657131 |( 2 ) 06-1675328 |( 3 ) 74-2851603 |MICHIANA CONTRACTING INC |MARTELL ELECTRIC LLC |QUANTA SERVICES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 304-07489 4.000 TON | 65.00000 260.00| 65.00000 260.00| 65.00000 260.00 HMA PATCHING, TYPE A | | | 0019 304-07491 78.000 TON | 75.00000 5850.00| 75.00000 5850.00| 75.00000 5850.00 HMA PATCHING, TYPE C | | | 0020 305-07465 353.500 SYS | 35.00000 12372.50| 36.00000 12726.00| 35.00000 12372.50 PCC BASE PATCHING, 10 IN. | | | 0021 406-05520 0.500 TON | 1.00000 0.50| 1.00000 0.50| 1.00000 0.50 ASPHALT FOR TACK COAT | | | 0022 604-07899 79.000 SYS | 134.00000 10586.00| 135.00000 10665.00| 134.00000 10586.00 CURB RAMP, CONCRETE, E , MODIFIED | | | 0023 604-07900 98.200 SYS | 134.00000 13158.80| 140.00000 13748.00| 134.00000 13158.80 CURB RAMP, CONCRETE, F , MODIFIED | | | 0024 604-07902 152.600 SYS | 134.00000 20448.40| 145.00000 22127.00| 134.00000 20448.40 CURB RAMP, CONCRETE, H , MODIFIED | | | 0025 604-91531 1835.700 SYS | 29.00000 53235.30| 30.00000 55071.00| 29.00000 53235.30 SIDEWALK, CONCRETE, 4 IN. | | | 0026 605-06165 1515.000 LFT | 10.00000 15150.00| 10.00000 15150.00| 10.00000 15150.00 CURB AND GUTTER, C, CONCRETE, MODIFIED | | | 0027 610-07487 48.000 TON | 79.00000 3792.00| 80.00000 3840.00| 79.00000 3792.00 HMA FOR APPROACHES, TYPE B | | | 0028 611-95728 472.200 SYS | 51.00000 24082.20| 55.00000 25971.00| 51.00000 24082.20 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 8 IN. , HIGH EARLY STRENGTH | | | 0029 621-02363 863.000 SYS | 1.05000 906.15| 1.10000 949.30| 1.05000 906.15 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0030 621-06570 59.300 CYS | 55.00000 3261.50| 50.00000 2965.00| 55.00000 3261.50 TOP SOIL | | | 0031 621-06575 533.300 SYS | 7.90000 4213.07| 8.00000 4266.40| 7.90000 4213.07 SODDING, NURSERY | | | 0032 628-09403 9.000 MOS | 1370.00000 12330.00| 1560.00000 14040.00| 2000.00000 18000.00 FIELD OFFICE, C | | | 0033 720-90105 2.000 EACH | 1500.00000 3000.00| 1420.00000 2840.00| 1400.00000 2800.00 INLET, REPAIR , CASTING TYPE 3 | | | 0034 801-03290 60.000 EACH | 145.00000 8700.00| 140.00000 8400.00| 145.00000 8700.00 CONSTRUCTION SIGN, C | | | 0035 801-06640 204.000 EACH | 95.00000 19380.00| 100.00000 20400.00| 95.00000 19380.00 CONSTRUCTION SIGN, A | | | 0036 801-06710 135.000 DAY | 10.75000 1451.25| 10.00000 1350.00| 9.75000 1316.25 FLASHING ARROW SIGN | | | 0037 801-06775 LUMP | 4700.00000 4700.00| 10000.00000 10000.00| 3500.00000 3500.00 MAINTAINING TRAFFIC | | | 0038 802-76025 209.000 SFT | 45.50000 9509.50| 22.00000 4598.00| 22.00000 4598.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 560 -4 TABULATION OF BIDS CALL ORDER : 560 CONTRACT ID : T -30911-A COUNTIES : ST. JOSEPH LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1657131 |( 2 ) 06-1675328 |( 3 ) 74-2851603 |MICHIANA CONTRACTING INC |MARTELL ELECTRIC LLC |QUANTA SERVICES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 802-76035 60.000 SFT | 17.85000 1071.00| 12.80000 768.00| 24.00000 1440.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0040 802-76045 279.000 SFT | 24.85000 6933.15| 24.00000 6696.00| 26.00000 7254.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0041 805-01579 LUMP | 8000.00000 8000.00| 7800.00000 7800.00| 9000.00000 9000.00 MISCELLANEOUS EQUIPMENT FOR SYSTEM LOOP | | | AND INTERCONNECT | | | 0042 805-01815 6.000 EACH | 1880.00000 11280.00| 1710.00000 10260.00| 1500.00000 9000.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0043 805-01816 12.000 EACH | 955.00000 11460.00| 1200.00000 14400.00| 1000.00000 12000.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | | X 8FT. | | | 0044 805-01820 1.000 EACH | 7500.00000 7500.00| 8500.00000 8500.00| 9000.00000 9000.00 SIGNAL STRAIN POLE, STEEL , 50 FT. TALL | | | 25 FT. ARM, FOR VEHICLE | | | 0045 805-01842 43.000 EACH | 750.00000 32250.00| 800.00000 34400.00| 950.00000 40850.00 HANDHOLE, SIGNAL | | | 0046 805-02072 3.000 EACH | 5165.00000 15495.00| 5700.00000 17100.00| 6300.00000 18900.00 SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | , 25 FT. ARM, FOR VEHICLE DETECTION | | | 0047 805-02073 1.000 EACH | 5650.00000 5650.00| 6000.00000 6000.00| 6800.00000 6800.00 SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | , 25 FT. ARM, FOR VEHICLE DETECTION | | | 0048 805-02077 9.000 EACH | 5665.00000 50985.00| 6150.00000 55350.00| 6900.00000 62100.00 SIGNAL CANTILEVER STRUCTURE, 40 FT. ARM | | | , 25 FT. ARM, FOR VEHICLE DETECTION | | | 0049 805-02087 LUMP | 500.00000 500.00| 750.00000 750.00| 2300.00000 2300.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0050 805-02152 34.000 EACH | 740.00000 25160.00| 820.00000 27880.00| 950.00000 32300.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. , LED | | | WITH COUNT DOWN MODE | | | 0051 805-02572 2.000 EACH | 360.00000 720.00| 390.00000 780.00| 530.00000 1060.00 SIGNAL SUPPORT FOUNDATION, A | | | 0052 805-03708 1.000 EACH | 5775.00000 5775.00| 6350.00000 6350.00| 7000.00000 7000.00 SIGNAL CANTILEVER STRUCTURE, , 45' ARM, | | | 25' ARM, | | | 0053 805-03708 1.000 EACH | 6125.00000 6125.00| 6950.00000 6950.00| 7500.00000 7500.00 SIGNAL CANTILEVER STRUCTURE, , 50' ARM, | | | 25 FT. ARM, | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 560 -5 TABULATION OF BIDS CALL ORDER : 560 CONTRACT ID : T -30911-A COUNTIES : ST. JOSEPH LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1657131 |( 2 ) 06-1675328 |( 3 ) 74-2851603 |MICHIANA CONTRACTING INC |MARTELL ELECTRIC LLC |QUANTA SERVICES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0054 805-03708 1.000 EACH | 6280.00000 6280.00| 7650.00000 7650.00| 8000.00000 8000.00 SIGNAL CANTILEVER STRUCTURE, , 50 FT | | | TALL, 40 FT ARM, 25 FT. ARM, FOR | | | 0055 805-04133 3.000 EACH | 945.00000 2835.00| 1380.00000 4140.00| 910.00000 2730.00 SIGNAL PEDESTAL, 12 FT. | | | 0056 805-04148 1.000 EACH | 668.00000 668.00| 720.00000 720.00| 1500.00000 1500.00 STRAIN POLE, RELOCATE | | | 0057 805-04980 2.000 EACH | 1180.00000 2360.00| 3500.00000 7000.00| 2200.00000 4400.00 FLASHING BEACON , FLASHING BEACON, WITH | | | 2-12 INCH AMBER, | | | 0058 805-05870 2.000 EACH | 2200.00000 4400.00| 2850.00000 5700.00| 3500.00000 7000.00 SIGNAL SUPPORT FOUNDATION , 3' X 18' | | | 0059 805-06592 7350.000 LFT | 7.35000 54022.50| 12.50000 91875.00| 17.70000 130095.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0060 805-06886 5.000 EACH | 32600.00000 163000.00| 35500.00000 177500.00| 36000.00000 180000.00 VIDEO VEHICLE DETECTOR SYSTEM WITH 4 | | | CAMERAS | | | 0061 805-06892 4050.000 LFT | 1.75000 7087.50| 1.50000 6075.00| 3.00000 12150.00 VIDEO SIGNAL CABLE | | | 0063 805-07115 LUMP | 1480.00000 1480.00| 2300.00000 2300.00| 1800.00000 1800.00 ITS VIDEO SURVEILLANCE , SOFTWARE | | | UPGRADE | | | 0064 805-78106 1.000 EACH | 33100.00000 33100.00| 35120.00000 35120.00| 37000.00000 37000.00 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE , TS-2 | | | 0065 805-78109 4.000 EACH | 25175.00000 100700.00| 26800.00000 107200.00| 28700.00000 114800.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE , TS-2 | | | 0066 805-78205 37.000 EACH | 990.00000 36630.00| 1100.00000 40700.00| 1200.00000 44400.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0067 805-78215 15.000 EACH | 900.00000 13500.00| 980.00000 14700.00| 1100.00000 16500.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER ARROW, GREEN ARROW | | | 0068 805-78230 5.000 EACH | 1590.00000 7950.00| 1800.00000 9000.00| 1900.00000 9500.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0069 805-78370 34.000 EACH | 155.00000 5270.00| 240.00000 8160.00| 300.00000 10200.00 PEDESTRIAN PUSH BUTTON | | | 0070 805-78415 4.000 EACH | 1445.00000 5780.00| 1380.00000 5520.00| 2500.00000 10000.00 SPAN, CATENARY, AND TETHER | | | 0071 805-78420 4.000 EACH | 200.00000 800.00| 300.00000 1200.00| 200.00000 800.00 DISCONNECT HANGER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 560 -6 TABULATION OF BIDS CALL ORDER : 560 CONTRACT ID : T -30911-A COUNTIES : ST. JOSEPH LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1657131 |( 2 ) 06-1675328 |( 3 ) 74-2851603 |MICHIANA CONTRACTING INC |MARTELL ELECTRIC LLC |QUANTA SERVICES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0072 805-78445 5.000 EACH | 600.00000 3000.00| 550.00000 2750.00| 850.00000 4250.00 SIGNAL SERVICE | | | 0073 805-78467 365.000 LFT | 1.60000 584.00| 2.00000 730.00| 3.00000 1095.00 SIGNAL CABLE, 3C 8GA. | | | 0074 805-78470 1530.000 LFT | 0.10000 153.00| 0.20000 306.00| 0.20000 306.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0075 805-78480 3935.000 LFT | 1.00000 3935.00| 1.40000 5509.00| 1.90000 7476.50 SIGNAL CABLE, 3C 14GA. | | | 0076 805-78485 6675.000 LFT | 1.15000 7676.25| 1.80000 12015.00| 2.10000 14017.50 SIGNAL CABLE, 5C 14GA. | | | 0077 805-78490 2890.000 LFT | 1.20000 3468.00| 2.00000 5780.00| 2.40000 6936.00 SIGNAL CABLE, 7C 14GA. | | | 0078 805-78500 210.000 LFT | 1.50000 315.00| 2.40000 504.00| 2.90000 609.00 SIGNAL CABLE, 11C 14GA. | | | 0079 805-78510 2070.000 LFT | 1.00000 2070.00| 1.40000 2898.00| 1.80000 3726.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0080 805-78795 465.000 LFT | 5.75000 2673.75| 7.50000 3487.50| 9.00000 4185.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0081 805-78925 5.000 EACH | 765.00000 3825.00| 550.00000 2750.00| 1000.00000 5000.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0082 805-81060 3.000 EACH | 5390.00000 16170.00| 7620.00000 22860.00| 8200.00000 24600.00 SIGNAL STRAIN POLE, STEEL, 36 FT. , 25 | | | FT. MAST ARM, FOR VEHICLE DETECTION | | | 0083 805-91615 1.000 EACH | 515.00000 515.00| 1350.00000 1350.00| 1900.00000 1900.00 EMERGENCY PRE-EMPTOR , FIRE STATION, | | | PRE-EMPTOR, RECONNECT | | | 0084 805-91615 3.000 EACH | 7100.00000 21300.00| 7200.00000 21600.00| 8000.00000 24000.00 EMERGENCY PRE-EMPTOR , VEHICLE, 2 | | | DIRECTION | | | 0085 805-91615 2.000 EACH | 11400.00000 22800.00| 12000.00000 24000.00| 13000.00000 26000.00 EMERGENCY PRE-EMPTOR , VEHICLE, 4 | | | DIRECTION | | | 0086 805-92504 6.000 EACH | 320.00000 1920.00| 350.00000 2100.00| 320.00000 1920.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0087 805-96014 1915.700 LFT | 3.20000 6130.24| 6.00000 11494.20| 3.00000 5747.10 SAW CUT, FULL DEPTH | | | 0088 805-96260 6225.000 LFT | 2.00000 12450.00| 2.10000 13072.50| 5.00000 31125.00 FIBER OPTICS CABLE, IN CONDUIT | | | 0089 805-97114 340.000 LFT | 1.90000 646.00| 1.90000 646.00| 4.50000 1530.00 CABLE, INTERCONNECT, 6 PAIR 19 | | | 0090 807-02193 1.000 EACH | 1155.00000 1155.00| 750.00000 750.00| 1040.00000 1040.00 LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | | 8 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 560 -7 TABULATION OF BIDS CALL ORDER : 560 CONTRACT ID : T -30911-A COUNTIES : ST. JOSEPH LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1657131 |( 2 ) 06-1675328 |( 3 ) 74-2851603 |MICHIANA CONTRACTING INC |MARTELL ELECTRIC LLC |QUANTA SERVICES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0091 807-02603 1.000 EACH | 570.00000 570.00| 720.00000 720.00| 700.00000 700.00 LIGHT STANDARD, RELOCATE | | | 0092 808-06368 2130.000 LFT | 0.93000 1980.90| 0.90000 1917.00| 0.85000 1810.50 TRANSVERSE MARKING, REMOVE | | | 0093 808-06716 451.000 LFT | 2.45000 1104.95| 2.40000 1082.40| 2.25000 1014.75 LINE, REMOVE , STOP LINE, 24 INCH | | | 0094 808-75297 585.000 LFT | 4.10000 2398.50| 3.80000 2223.00| 3.78000 2211.30 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0095 808-75300 2265.000 LFT | 1.00000 2265.00| 0.90000 2038.50| 0.93000 2106.45 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0096 808-98796 115.000 LFT | 4.35000 500.25| 4.00000 460.00| 4.00000 460.00 LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | | IN., 2 FT. LINE, 4 FT. GAP | | | 0097 621-01004 2.000 EACH | 275.00000 550.00| 250.00000 500.00| 250.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0098 805-09343 2.000 EACH | 16750.00000 33500.00| 17200.00000 34400.00| 20000.00000 40000.00 ITS , VIDEO SURVEILLANCE | | | SECTION TOTALS | $ 1,129,145.66| $ 1,252,678.80| $ 1,382,143.97 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,129,145.66| $ 1,252,678.80| $ 1,382,143.97 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 580 -1 VENDOR RANKING CALL ORDER : 580 CONTRACT ID : T -31789-A COUNTIES : DEARBORN LETTING DATE : 11/04/09 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : ITS TRAFFIC MANAGEMENT SYSTEM COMPLETION DATE : 06/30/10 LOCATION : ALONG I-275 FROM RAMP SHOULDER OF EXIT 16 EXTENDING PROJECT(S) : 0810334 EASTERLY THEN NORTHERLY TO US 50 UNDERPASS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0821499 JAMES H DREW CORPORATION $ 207,864.83 100.0000% 2 36-3097857 L & H COMPANY INC $ 244,791.80 117.7649% 3 74-2851603 QUANTA SERVICES INC $ 275,359.02 132.4702% 4 35-0392360 HOOSIER COMPANY INC THE $ 311,387.85 149.8030% 5 35-1675187 HUMMEL ELECTRIC INC $ 500,000.00 240.5409% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 580 -2 TABULATION OF BIDS CALL ORDER : 580 CONTRACT ID : T -31789-A COUNTIES : DEARBORN LETTING DATE : 11/04/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 36-3097857 |( 3 ) 74-2851603 |JAMES H DREW CORPORATION |L & H COMPANY INC |QUANTA SERVICES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ITS TRAFFIC MANAGEMENT SYSTEM | | | 0001 105-06845 LUMP | 1628.40000 1628.40| 5500.00000 5500.00| 1380.00000 1380.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 100.00000 100.00| 110.00000 110.00| 100.00000 100.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 8.000 MOS | 75.00000 600.00| 82.50000 660.00| 50.00000 400.00 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 | 7973.35000 7973.35| 18950.00000 18950.00| 12000.00000 12000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-01015 LUMP | 10030.00000 10030.00| 3430.00000 3430.00| 11300.00000 11300.00 CLEARING AND GRUBBING | | | 0011 202-02250 2.000 EACH | 354.00000 708.00| 830.00000 1660.00| 300.00000 600.00 TREE, 10 IN., REMOVE | | | 0012 628-09402 8.000 MOS | 500.00000 4000.00| 1575.00000 12600.00| 2600.00000 20800.00 FIELD OFFICE, B | | | 0013 801-03290 9.000 EACH | 289.10000 2601.90| 55.00000 495.00| 150.00000 1350.00 CONSTRUCTION SIGN, C | | | 0014 801-06640 6.000 EACH | 171.10000 1026.60| 27.50000 165.00| 150.00000 900.00 CONSTRUCTION SIGN, A | | | 0015 801-06710 180.000 DAY | 14.16000 2548.80| 27.50000 4950.00| 10.00000 1800.00 FLASHING ARROW SIGN | | | 0016 801-06775 LUMP | 13709.45000 13709.45| 1050.00000 1050.00| 4000.00000 4000.00 MAINTAINING TRAFFIC | | | 0017 802-07057 160.000 SFT | 23.63000 3780.80| 19.00000 3040.00| 24.00000 3840.00 SIGN, PANEL, WITH LEGEND | | | 0018 802-07151 6.000 EACH | 689.64000 4137.84| 1975.00000 11850.00| 600.00000 3600.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 580 -3 TABULATION OF BIDS CALL ORDER : 580 CONTRACT ID : T -31789-A COUNTIES : DEARBORN LETTING DATE : 11/04/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 36-3097857 |( 3 ) 74-2851603 |JAMES H DREW CORPORATION |L & H COMPANY INC |QUANTA SERVICES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 802-76095 608.040 LBS | 4.56000 2772.66| 7.50000 4560.30| 5.60000 3405.02 STRUCTURAL STEEL, BREAKAWAY | | | 0020 805-01842 8.000 EACH | 1066.21000 8529.68| 1035.00000 8280.00| 1020.00000 8160.00 HANDHOLE, SIGNAL | | | 0021 805-02618 1135.000 LFT | 8.92000 10124.20| 17.40000 19749.00| 7.90000 8966.50 WIRE, NO. 2 COPPER, 3 1C , XHHW | | | 0024 805-09343 2.000 EACH | 34436.70000 68873.40| 42500.00000 85000.00| 39000.00000 78000.00 ITS , CLOSED CIRCUIT TELEVISION | | | 0025 805-09344 2.000 EACH | 12787.42000 25574.84| 5500.00000 11000.00| 35000.00000 70000.00 WIRELESS , NETWORK RADIO | | | 0026 805-78445 2.000 EACH | 4161.13000 8322.26| 2800.00000 5600.00| 900.00000 1800.00 SIGNAL SERVICE | | | 0027 805-92155 1135.000 LFT | 2.39000 2712.65| 7.30000 8285.50| 1.50000 1702.50 WIRE, XHHW, NO. 6 COPPER, 1/C | | | 0028 807-04443 1180.000 LFT | 10.75000 12685.00| 1.40000 1652.00| 17.50000 20650.00 CONDUIT , HDPE, 2 IN | | | 0029 807-86830 2.000 EACH | 7710.00000 15420.00| 18100.00000 36200.00| 10300.00000 20600.00 CONCRETE FOUNDATION WITH GROUNDING, 4 | | | FT. DIAMETER X 20 FT. | | | SECTION TOTALS | $ 207,864.83| $ 244,791.80| $ 275,359.02 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 207,864.83| $ 244,791.80| $ 275,359.02 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 580 -4 TABULATION OF BIDS CALL ORDER : 580 CONTRACT ID : T -31789-A COUNTIES : DEARBORN LETTING DATE : 11/04/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-0392360 |( 5 ) 35-1675187 |( ) |HOOSIER COMPANY INC THE |HUMMEL ELECTRIC INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ITS TRAFFIC MANAGEMENT SYSTEM | | | 0001 105-06845 LUMP | 2140.00000 2140.00| 2000.00000 2000.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 106.00000 106.00| 100.00000 100.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 8.000 MOS | 106.00000 848.00| 80.00000 640.00| 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 | 12618.00000 12618.00| 20972.80000 20972.80| MOBILIZATION AND DEMOBILIZATION | | | 0010 201-01015 LUMP | 9621.00000 9621.00| 14400.00000 14400.00| CLEARING AND GRUBBING | | | 0011 202-02250 2.000 EACH | 317.00000 634.00| 400.00000 800.00| TREE, 10 IN., REMOVE | | | 0012 628-09402 8.000 MOS | 1416.00000 11328.00| 1600.00000 12800.00| FIELD OFFICE, B | | | 0013 801-03290 9.000 EACH | 259.00000 2331.00| 320.00000 2880.00| CONSTRUCTION SIGN, C | | | 0014 801-06640 6.000 EACH | 153.00000 918.00| 200.00000 1200.00| CONSTRUCTION SIGN, A | | | 0015 801-06710 180.000 DAY | 1.10000 198.00| 114.40000 20592.00| FLASHING ARROW SIGN | | | 0016 801-06775 LUMP | 4641.00000 4641.00| 2500.00000 2500.00| MAINTAINING TRAFFIC | | | 0017 802-07057 160.000 SFT | 26.30000 4208.00| 25.00000 4000.00| SIGN, PANEL, WITH LEGEND | | | 0018 802-07151 6.000 EACH | 680.00000 4080.00| 500.00000 3000.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0019 802-76095 608.040 LBS | 6.20000 3769.85| 5.00000 3040.20| STRUCTURAL STEEL, BREAKAWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 580 -5 TABULATION OF BIDS CALL ORDER : 580 CONTRACT ID : T -31789-A COUNTIES : DEARBORN LETTING DATE : 11/04/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-0392360 |( 5 ) 35-1675187 |( ) |HOOSIER COMPANY INC THE |HUMMEL ELECTRIC INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 805-01842 8.000 EACH | 1237.00000 9896.00| 1500.00000 12000.00| HANDHOLE, SIGNAL | | | 0021 805-02618 1135.000 LFT | 9.60000 10896.00| 8.00000 9080.00| WIRE, NO. 2 COPPER, 3 1C , XHHW | | | 0024 805-09343 2.000 EACH | 69023.00000 138046.00| 100000.00000 200000.00| ITS , CLOSED CIRCUIT TELEVISION | | | 0025 805-09344 2.000 EACH | 21774.00000 43548.00| 80000.00000 160000.00| WIRELESS , NETWORK RADIO | | | 0026 805-78445 2.000 EACH | 4475.00000 8950.00| 1500.00000 3000.00| SIGNAL SERVICE | | | 0027 805-92155 1135.000 LFT | 4.40000 4994.00| 2.00000 2270.00| WIRE, XHHW, NO. 6 COPPER, 1/C | | | 0028 807-04443 1180.000 LFT | 14.20000 16756.00| 4.00000 4720.00| CONDUIT , HDPE, 2 IN | | | 0029 807-86830 2.000 EACH | 10428.00000 20856.00| 10000.00000 20000.00| CONCRETE FOUNDATION WITH GROUNDING, 4 | | | FT. DIAMETER X 20 FT. | | | SECTION TOTALS | $ 311,387.85| $ 500,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 311,387.85| $ 500,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 660 -1 VENDOR RANKING CALL ORDER : 660 CONTRACT ID : TM-31547-A COUNTIES : HENDRICKS LETTING DATE : 11/04/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : TRAFFIC SIGNALS MODERNIZATION COMPLETION DATE : 06/11/10 LOCATION : ON US 40 AT SHADY LANE, CARR ROAD, PERRY ROAD, AND PROJECT(S) : 0800408 RONALD REGAN PARKWAY ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY INC $ 159,903.80 100.0000% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 660 -2 TABULATION OF BIDS CALL ORDER : 660 CONTRACT ID : TM-31547-A COUNTIES : HENDRICKS LETTING DATE : 11/04/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-0999231 |( ) |( ) |HUNT PAVING COMPANY INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNALS MODERNIZATION | | | 0001 105-06845 LUMP | 1000.00000 1000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 250.00000 500.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 16.000 MOS | 100.00000 1600.00| | 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 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 15000.00000 15000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0011 202-02273 172.000 SYS | 65.00000 11180.00| | CENTER CURB, CONCRETE, REMOVE | | | 0012 202-52710 12.000 SYS | 55.00000 660.00| | SIDEWALK, CONCRETE, REMOVE | | | 0013 207-08263 172.000 SYS | 31.00000 5332.00| | SUBGRADE TREATMENT, TYPE IA | | | 0014 304-07491 103.000 TON | 127.00000 13081.00| | HMA PATCHING, TYPE C | | | 0015 306-08036 465.000 SYS | 10.00000 4650.00| | MILLING, ASPHALT, 2 IN. | | | 0016 402-07434 35.000 TON | 161.00000 5635.00| | HMA SURFACE, TYPE C | | | 0017 402-07439 47.000 TON | 122.00000 5734.00| | HMA INTERMEDIATE, TYPE C | | | 0018 406-05520 1.000 TON | 1200.00000 1200.00| | ASPHALT FOR TACK COAT | | | 0019 604-07903 12.000 SYS | 250.00000 3000.00| | CURB RAMP, CONCRETE, K | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 660 -3 TABULATION OF BIDS CALL ORDER : 660 CONTRACT ID : TM-31547-A COUNTIES : HENDRICKS LETTING DATE : 11/04/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-0999231 |( ) |( ) |HUNT PAVING COMPANY INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 604-90256 2.000 SYS | 150.00000 300.00| | SIDEWALK, CONCRETE, 6 IN. | | | 0021 605-06215 387.000 LFT | 77.00000 29799.00| | CENTER CURB, D, CONCRETE | | | 0022 628-09402 8.000 MOS | 1650.00000 13200.00| | FIELD OFFICE, B | | | 0023 720-44000 1.000 EACH | 750.00000 750.00| | CASTING, ADJUST TO GRADE | | | 0024 801-03290 4.000 EACH | 188.00000 752.00| | CONSTRUCTION SIGN, C | | | 0025 801-06640 15.000 EACH | 155.00000 2325.00| | CONSTRUCTION SIGN, A | | | 0026 801-06775 LUMP | 28300.00000 28300.00| | MAINTAINING TRAFFIC | | | 0027 802-05701 25.000 LFT | 14.00000 350.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0028 802-76025 4.200 SFT | 29.00000 121.80| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0029 802-76035 18.000 SFT | 16.00000 288.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0030 805-01844 90.000 LFT | 23.00000 2070.00| | CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0031 805-02152 8.000 EACH | 499.00000 3992.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0032 805-02645 1.000 EACH | 540.00000 540.00| | SIGNAL PEDESTAL FOUNDATION, A | | | 0033 805-09451 1.000 EACH | 425.00000 425.00| | SIGNAL PEDESTAL, 15 FT. | | | 0034 805-78480 1365.000 LFT | 1.00000 1365.00| | SIGNAL CABLE, 3C 14GA. | | | 0035 805-78485 1405.000 LFT | 1.48000 2079.40| | SIGNAL CABLE, 5C 14GA. | | | 0036 805-96121 6.000 EACH | 136.00000 816.00| | PEDESTRIAN PUSH BUTTON AND SIGN | | | 0037 808-75205 311.000 LFT | 1.65000 513.15| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0038 808-75245 776.000 LFT | 1.65000 1280.40| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 660 -4 TABULATION OF BIDS CALL ORDER : 660 CONTRACT ID : TM-31547-A COUNTIES : HENDRICKS LETTING DATE : 11/04/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-0999231 |( ) |( ) |HUNT PAVING COMPANY INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 808-75297 57.000 LFT | 7.40000 421.80| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0040 808-75300 885.000 LFT | 1.85000 1637.25| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | SECTION TOTALS | $ 159,903.80| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 159,903.80| $ 500,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 670 -1 VENDOR RANKING CALL ORDER : 670 CONTRACT ID : TM-32760-A COUNTIES : LAKE LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : TRAFFIC SIGNAL MAINTENANCE COMPLETION DATE : 04/30/11 LOCATION : AT VARIOUS LOCATIONS THROUGHOUT THE LAPORTE DISTRICT PROJECT(S) : 0901683 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1262778 MIDWESTERN ELECTRIC $ 445,482.98 100.0000% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 670 -2 TABULATION OF BIDS CALL ORDER : 670 CONTRACT ID : TM-32760-A COUNTIES : LAKE LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1262778 |( ) |( ) |MIDWESTERN ELECTRIC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNAL MAINTENANCE | | | 0001 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0002 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 304.00000 304.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 210-07224 10.000 EACH | 32.00000 320.00| | VIDEO , VIDEO CAMERA DETECTOR, CLEAN | | | LENS | | | 0007 702-76240 4.000 CYS | 439.00000 1756.00| | CONCRETE | | | 0008 801-03290 4.000 EACH | 90.00000 360.00| | CONSTRUCTION SIGN, C | | | 0009 801-06775 LUMP | 1600.00000 1600.00| | MAINTAINING TRAFFIC | | | 0010 805-01523 1.000 EACH | 233.00000 233.00| | MAST ARM, INSTALL | | | 0011 805-01815 1.000 EACH | 1403.00000 1403.00| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0012 805-01816 1.000 EACH | 739.00000 739.00| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | | X 8FT. | | | 0013 805-01820 1.000 EACH | 416.00000 416.00| | SIGNAL STRAIN POLE, STEEL | | | 0014 805-01821 1.000 EACH | 1302.00000 1302.00| | SIGNAL CANTILEVER STRUCTURE, INSTALL | | | 0015 805-01822 5.000 EACH | 1017.00000 5085.00| | SPAN, CATENARY AND TETHER, INSTALL | | | 0016 805-01823 5.000 EACH | 340.00000 1700.00| | TETHER CABLE, INSTALL | | | 0017 805-01824 5.000 EACH | 92.00000 460.00| | SPAN, CATENARY, AND TETHER, TIGHTEN | | | 0018 805-01825 5.000 EACH | 74.00000 370.00| | DISCONNECT HANGER, INSTALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 670 -3 TABULATION OF BIDS CALL ORDER : 670 CONTRACT ID : TM-32760-A COUNTIES : LAKE LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1262778 |( ) |( ) |MIDWESTERN ELECTRIC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 805-01827 20.000 EACH | 190.00000 3800.00| | TRAFFIC SIGNAL HEAD, INSTALL | | | 0020 805-01829 10.000 EACH | 92.00000 920.00| | SIGN, INSTALL | | | 0021 805-01830 218.000 EACH | 70.00000 15260.00| | CONFLICT MONITOR CHANGEOUT | | | 0022 805-01833 120.000 EACH | 72.00000 8640.00| | LOOP SYSTEM CHECK | | | 0023 805-01835 50.000 EACH | 75.00000 3750.00| | TRAFFIC SIGNAL HEAD, REPAIR | | | 0024 805-01842 2.000 EACH | 728.00000 1456.00| | HANDHOLE, SIGNAL | | | 0025 805-01843 2.000 EACH | 243.00000 486.00| | SIGNAL HANDHOLE ADJUST TO GRADE | | | 0026 805-01844 200.000 LFT | 14.63000 2926.00| | CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND , PUSHED | | | 0027 805-01844 180.000 LFT | 9.53000 1715.40| | CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND , TRENCHED | | | 0028 805-02266 50.000 EACH | 57.00000 2850.00| | LENS REPLACEMENT, TRAFFIC SIGNAL, 12 IN | | | 0029 805-03690 3000.000 LFT | 1.02000 3060.00| | SIGNAL CABLE, INSTALL | | | 0030 805-05707 7.000 EACH | 42.00000 294.00| | PRE-WARNING FLASHER, BULB REPLACEMENT, | | | GROUND INSPECTION | | | 0031 805-06363 14.000 EACH | 75.00000 1050.00| | FIBER OPTIC ST TERMINATION | | | 0032 805-06364 1.000 EACH | 174.00000 174.00| | FIBER OPTIC BREAKOUT KIT | | | 0033 805-06891 4.000 EACH | 323.00000 1292.00| | VIDEO CAMERA DETECTOR, INSTALL | | | 0034 805-06892 160.000 LFT | 0.64000 102.40| | VIDEO SIGNAL CABLE | | | 0035 805-06893 3.000 EACH | 35.00000 105.00| | VIDEO CABLE CONNECTOR | | | 0036 805-06894 1.000 EACH | 153.00000 153.00| | VIDEO CABLE JUNCTION BOX, INSTALL | | | 0037 805-09072 100.000 EACH | 201.00000 20100.00| | AERIAL INSPECTION | | | 0038 805-09073 10.000 HRS | 12.00000 120.00| | TRUCK, SERVICE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 670 -4 TABULATION OF BIDS CALL ORDER : 670 CONTRACT ID : TM-32760-A COUNTIES : LAKE LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1262778 |( ) |( ) |MIDWESTERN ELECTRIC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 805-78370 5.000 EACH | 42.00000 210.00| | PEDESTRIAN PUSH BUTTON , INSTALL | | | 0040 805-78445 5.000 EACH | 530.00000 2650.00| | SIGNAL SERVICE | | | 0041 805-78470 3000.000 LFT | 1.65000 4950.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0042 805-78510 500.000 LFT | 0.96000 480.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0043 805-78795 2000.000 LFT | 7.95000 15900.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0044 805-78800 4.000 EACH | 568.00000 2272.00| | SIGNAL DETECTOR HOUSING INSTALL | | | 0045 805-78900 1.000 EACH | 422.00000 422.00| | PEDESTAL FOUNDATION, A | | | 0046 805-78925 1.000 EACH | 763.00000 763.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0047 805-87068 10.000 HRS | 16.33000 163.30| | TRUCK, BUCKET | | | 0048 805-87076 10.000 HRS | 7.42000 74.20| | TRUCK, PICKUP | | | 0049 805-87090 10.000 HRS | 99.00000 990.00| | LABOR, SKILLED, OVERTIME | | | 0050 805-87092 20.000 HRS | 67.00000 1340.00| | LABOR, SKILLED, STRAIGHT TIME | | | 0051 805-87093 5.000 HRS | 129.00000 645.00| | LABOR, SKILLED, DOUBLETIME | | | 0052 805-91706 2.000 EACH | 358.00000 716.00| | ANCHOR BOLT, REPAIR , FOR CANTILEVER | | | AND STEEL POLE | | | 0053 805-92327 2.000 EACH | 69.00000 138.00| | SIGNAL PEDESTAL, INSTALL | | | 0054 805-92336 1.000 EACH | 405.00000 405.00| | SIGNAL POLE, WOOD, INSTALL | | | 0055 805-92951 2.000 EACH | 341.00000 682.00| | SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | | 0056 805-92983 2.000 EACH | 358.00000 716.00| | TRAFFIC SIGNAL CONTROLLER AND CABINET, | | | INSTALL | | | 0057 805-94636 1.000 EACH | 714.00000 714.00| | SIGNAL CABINET FOUNDATION EXPANSION | | | 0058 805-94677 2616.000 MOS | 97.49000 255033.84| | EMERGENCY RESPONSE MAINTENANCE OF | | | DIGITAL CONTROLLER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/10 PAGE : 670 -5 TABULATION OF BIDS CALL ORDER : 670 CONTRACT ID : TM-32760-A COUNTIES : LAKE LETTING DATE : 11/04/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1262778 |( ) |( ) |MIDWESTERN ELECTRIC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 805-94680 144.000 MOS | 62.70000 9028.80| | EMERGENCY RESPONSE MAINTENANCE OF | | | FLASHER CONTROLLER | | | 0060 805-94682 204.000 EACH | 64.66000 13190.64| | LOOP TESTING | | | 0061 805-94687 5.000 EACH | 124.00000 620.00| | LOCATE UNDERGROUND SIGNAL FACILITIES | | | 0062 805-94721 128.000 EACH | 194.00000 24832.00| | SIGNAL BULB REPLACEMENT, AERIAL | | | INSPECTION | | | 0063 805-94724 8.000 EACH | 151.00000 1208.00| | FLASHER, BULB REPLACEMENT, AERIAL | | | INSPECTION | | | 0064 805-94971 330.000 LFT | 4.22000 1392.60| | FIBER OPTICS CABLE | | | 0065 805-95695 3.000 EACH | 47.00000 141.00| | EXPANSION ANCHOR BOLT (PEDESTAL AND | | | CONTROLLER ONLY) | | | 0066 805-97042 1.000 EACH | 589.00000 589.00| | SIGNAL POLE, WOOD, 5, 35 FT. | | | 0067 805-94680 84.000 MOS | 51.70000 4342.80| | EMERGENCY RESPONSE MAINTENANCE OF | | | FLASHER CONTROLLER , FLASHER CONTROLLER,| | | PREWARNING | | | 0068 805-01830 218.000 EACH | 76.00000 16568.00| | CONFLICT MONITOR CHANGEOUT , MONITOR | | | TESTING ONLY | | | SECTION TOTALS | $ 445,482.98| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 445,482.98| $ 500,000.00| $ ====================================================================================================================================