SCHEDULE OF PAY ITEMS PAGE 1 CALL ORDER : 121 CONTRACT ID : IR-29936-A ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 SIGNS 1 105-06845 CONSTRUCTION ENGINEERING LUMP LUMP 2 109-08359 LIQUIDATED DAMAGES 1.000 DOL 3 109-08360 CONTRACT LIENS 1.000 DOL 4 109-08441 QUALITY ADJUSTMENTS, PCCP 1.000 DOL 5 109-08442 QUALITY ADJUSTMENTS, SUPERSTRUCTURE 1.000 DOL 6 109-08443 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC 1.000 DOL 7 109-08444 QUALITY ADJUSTMENTS, FAILED MATERIALS 1.000 DOL 8 109-08463 PROJECT ESTIMATE ADJUSTMENT 1.000 DOL 9 109-09489 PAYMENT ADJUSTMENT, PG ASPHALT BINDER 1.000 DOL 10 110-01001 MOBILIZATION AND DEMOBILIZATION LUMP LUMP 11 201-52370 CLEARING RIGHT OF WAY LUMP LUMP 12 202-01261 TESTING FOR ASBESTOS 1.000 EACH 13 202-01300 TRAFFIC SIGNAL EQUIPMENT, REMOVE 1.000 EACH 14 202-02240 PAVEMENT REMOVAL 7,769.400 m2 15 202-02241 GUARDRAIL, REMOVE 20.100 m 16 202-02271 HEADWALL, REMOVE 10.000 EACH 17 202-03000 HOUSES AND BUILDINGS, REMOVE LUMP LUMP 18 202-51330 PRESENT STRUCTURE, REMOVE LUMP LUMP 19 202-51330 PRESENT STRUCTURE, REMOVE LUMP LUMP 20 202-96133 PIPE, REMOVE 167.300 m 21 203-02000 EXCAVATION, COMMON 19,060.000 m3 22 203-02070 BORROW 122,894.000 m3 23 203-51223 EXCAVATION, WATERWAY 3,975.000 m3 24 204-02290 SETTLEMENT PLATE 6.000 EACH 25 205-03371 SEDIMENT REMOVE 19.500 m3 26 205-06930 SPLASHPAD, RIPRAP 3.600 Mg 27 205-06931 TEMPORARY CHECK DAM, REVETMENT RIPRAP 210.530 Mg 28 205-06933 TEMPORARY DITCH INLET PROTECTION 2.000 EACH 29 205-06935 TEMPORARY SEDIMENT BASIN 3.000 EACH 30 205-06936 TEMPORARY SEDIMENT TRAP 100.800 Mg 31 205-06937 TEMPORARY SILT FENCE 2,181.000 m 32 205-06938 TEMPORARY SLOPE DRAIN 62.100 m 33 205-09543 NO 2 STONE 5.000 Mg 34 206-51230 EXCAVATION, FOUNDATION, UNCLASSIFIED 167.800 m3 35 206-93520 TEMPORARY SHEET PILING 150.000 m2 36 207-08263 SUBGRADE TREATMENT, TYPE IA 24,688.700 m2 37 207-08267 SUBGRADE TREATMENT, TYPE IIIA 8,430.700 m2 38 211-02050 B BORROW 20,477.000 m3 39 211-06467 AGGREGATE FOR END BENT BACKFILL 261.400 m3 40 211-09264 STRUCTURE BACKFILL, TYPE 1 1,198.200 m3 41 214-07202 GEOGRID, I 116.200 m2 42 215-07043 CHEMICAL MODIFICATION, SOILS 16,514.000 m2 43 301-07448 COMPACTED AGGREGATE, NO. 53, BASE 5,635.200 Mg 44 302-06464 SUBBASE FOR PCCP 5,494.000 m3 45 302-07455 DENSE GRADED SUBBASE 191.000 m3 46 304-07492 WIDENING WITH HMA, TYPE A 695.000 Mg 47 306-08034 MILLING, ASPHALT, 38 mm 512.600 m2 48 402-07433 HMA SURFACE, TYPE B 46.100 Mg 49 402-07438 HMA INTERMEDIATE, TYPE B 17.600 Mg SCHEDULE OF PAY ITEMS PAGE 2 CALL ORDER : 121 CONTRACT ID : IR-29936-A ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 SIGNS 50 402-07784 HMA SURFACE, TYPE D 23.300 Mg 51 402-07785 HMA INTERMEDIATE, TYPE D 46.600 Mg 52 402-07786 HMA BASE, TYPE D 225.400 Mg 53 406-05520 ASPHALT FOR TACK COAT 4.080 Mg 54 501-06266 PROFILOGRAPH, PCCP LUMP LUMP 55 501-06321 QC/QA-PCCP, 250 mm 23,037.200 m2 56 501-06727 CORING, PCCP LUMP LUMP 57 503-03489 RETROFITTED TIE BARS 218.000 EACH 58 503-05240 D-1 CONTRACTION JOINT 4,456.500 m 59 503-05310 TERMINAL JOINT 103.800 m 60 601-01522 GUARDRAIL TRANSITION TYPE TGB 8.000 EACH 61 601-05071 GUARDRAIL TERMINAL SYSTEM, W-BEAM, CURVED, 7 2.000 EACH 62 601-94689 GUARDRAIL END TREATMENT, OS 6.000 EACH 63 601-99105 GUARDRAIL, W BEAM, 1.905 m SPACING 285.100 m 64 602-06729 BARRIER DELINEATOR 18.000 EACH 65 605-06090 CURB, INTEGRAL, CONCRETE 268.400 m 66 605-06095 CURB, INTEGRAL, B, CONCRETE 142.000 m 67 607-06370 PAVED SIDE DITCH, H 189.200 m 68 608-05741 WICK DRAIN 149,900.000 m 69 609-06259 REINFORCED CONCRETE BRIDGE APPROACH, 300 mm 1,273.000 m2 70 610-05330 PCCP FOR APPROACHES 612.500 m2 71 610-07487 HMA FOR APPROACHES, TYPE B 2,255.500 Mg 72 610-09108 PCCP FOR APPROACHES, 225 mm 663.900 m2 73 611-06497 MAILBOX ASSEMBLY, SINGLE 13.000 EACH 74 615-06490 RIGHT OF WAY MARKER 40.000 EACH 75 615-06510 MONUMENT, C 2.000 EACH 76 615-06515 MONUMENT, D 11.000 EACH 77 615-06527 MONUMENT, SECTION CORNER 1.000 EACH 78 616-02320 GEOTEXTILES 6,544.200 m2 79 616-06405 RIPRAP, REVETMENT 5,320.800 Mg 80 621-01004 MOBILIZATION AND DEMOBILIZATION FOR SEEDING 6.000 EACH 81 621-02356 SEEDING, WETLAND 42.000 kg 82 621-06545 FERTILIZER 9.900 Mg 83 621-06554 SEED MIXTURE, U 1,200.900 kg 84 621-06557 SEED MIXTURE, T 1,225.700 kg 85 621-06565 MULCHING MATERIAL 50.800 Mg 86 621-06567 WATER 22.600 kL 87 621-06570 TOP SOIL 357.200 m3 88 621-06574 SODDING 1,275.300 m2 89 621-09398 SEED MIXTURE, SLOPE STABILIZATION 9.400 kg 90 621-09815 ARTICULATED CONCRETE BLOCK 1,290.000 m2 91 622-05650 PLANT, DECIDUOUS TREE, SINGLE STEM, OVER 50 TO 63 mm 350.000 EACH 92 628-09402 FIELD OFFICE, B 24.000 MOS 93 701-02938 CORED HOLE IN ROCK, 610 mm 78.000 m 94 701-06011 DYNAMIC PILE LOAD TEST 1.000 EACH 95 701-09559 TEST PILE, DYNAMIC, RESTRIKE 1.000 EACH 96 701-09683 PILE SHOE, HP 310 X 110 38.000 EACH 97 701-09693 TEST PILE, DYNAMIC, HP, 310 X 110, 1.000 EACH 98 701-09739 PILE SHOE, HP 310 X 79 48.000 EACH SCHEDULE OF PAY ITEMS PAGE 3 CALL ORDER : 121 CONTRACT ID : IR-29936-A ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 SIGNS 99 701-51195 PILE, STEEL H, HP 310mm X 79 712.600 m 100 701-93633 OVERSIZED PREDRILLED PILE HOLES 270.400 m 101 701-95780 PILE, STEEL H, HP 310mm X 110 493.200 m 102 702-51005 CONCRETE, A, SUBSTRUCTURE 278.800 m3 103 702-51100 DRAIN PIPE, CAST IRON, 150 mm 145.000 kg 104 702-51110 GRATES, BASINS, AND FITTINGS, CAST IRON 559.500 kg 105 702-92857 CONCRETE, C, SUBSTRUCTURE 194.400 m3 106 703-01540 THREADED TIE BAR ASSEMBLY 120.000 EACH 107 703-06028 REINFORCING BARS 24,709.000 kg 108 703-06029 REINFORCING BARS, EPOXY COATED 131,480.000 kg 109 703-97936 THREADED TIE BAR ASSEMBLY, EPOXY COATED 467.000 EACH 110 704-51002 CONCRETE, C, SUPERSTRUCTURE 742.400 m3 111 706-05732 CONCRETE BRIDGE RAILING TRANSITION, TBC 8.000 EACH 112 706-08496 REINFORCED CONCRETE MOMENT SLAB, 300 mm 36.500 m2 113 706-51020 CONCRETE, C, RAILING 42.400 m3 114 707-05982 STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, 711 mm X 305 mm 346.500 m 115 707-09384 STRUCTURAL MEMBERS, CONCRETE BULB-T 421.200 m 116 709-51821 SURFACE SEAL LUMP LUMP 117 711-51070 ANCHOR PLATE, AP 1 80.000 EACH 118 715-05019 PIPE, TYPE 1, CIRCULAR, 900 mm 80.700 m 119 715-05048 PIPE, TYPE 4, CIRCULAR, 150 mm 2,117.100 m 120 715-05053 PIPE, UNDERDRAIN OUTLET, 150 mm 197.400 m 121 715-05149 PIPE, TYPE 2, CIRCULAR, 300 mm 66.500 m 122 715-05151 PIPE, TYPE 2, CIRCULAR, 375 mm 57.600 m 123 715-05152 PIPE, TYPE 2, CIRCULAR, 450 mm 37.000 m 124 715-05154 PIPE, TYPE 2, CIRCULAR, 600 mm 94.800 m 125 715-05156 PIPE, TYPE 2, CIRCULAR, 750 mm 4.800 m 126 715-05169 PIPE, TYPE 3, CIRCULAR, 375 mm 166.000 m 127 715-05171 PIPE, TYPE 3, CIRCULAR, 450 mm 62.300 m 128 715-05173 PIPE, TYPE 3, CIRCULAR, 600 mm 39.800 m 129 715-05177 PIPE, TYPE 3, CIRCULAR, 900 mm 20.700 m 130 715-05177 PIPE, TYPE 3, CIRCULAR, 900 mm 24.100 m 131 715-05407 PIPE, END BENT DRAIN, 150 mm 172.000 m 132 715-08305 HMA FOR STRUCTURE INSTALLATION, TYPE B 12.000 Mg 133 715-09064 VIDEO INSPECTION FOR PIPE 172.500 m 134 715-46005 PIPE END SECTION, 375 mm 16.000 EACH 135 715-46010 PIPE END SECTION, 450 mm 4.000 EACH 136 715-46020 PIPE END SECTION, 600 mm 3.000 EACH 137 715-46040 PIPE END SECTION, 900 mm 6.000 EACH 138 715-46040 PIPE END SECTION, 900 mm 2.000 EACH 139 718-06528 OUTLET PROTECTOR, 1 15.000 EACH 140 718-06529 OUTLET PROTECTOR, 2 1.000 EACH 141 718-06531 OUTLET PROTECTOR, 3 2.000 EACH 142 718-06532 VIDEO INSPECTION FOR UNDERDRAINS 1,000.000 m 143 718-52610 AGGREGATE FOR UNDERDRAINS 448.800 m3 144 718-99153 GEOTEXTILES FOR UNDERDRAIN 6,316.400 m2 145 720-45270 PIPE CATCH BASIN, 450 mm 1.000 EACH 146 720-45410 MANHOLE, C4 13.000 EACH 147 720-90768 CATCH BASIN, S14 2.000 EACH SCHEDULE OF PAY ITEMS PAGE 4 CALL ORDER : 121 CONTRACT ID : IR-29936-A ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 SIGNS 148 720-98174 INLET, B15 1.000 EACH 149 720-99416 CATCH BASIN, B15 10.000 EACH 150 720-99417 CATCH BASIN, C15 1.000 EACH 151 732-07653 COARSE AGGREGATE, NO. 8 19.500 Mg 152 801-01506 TEMPORARY PAVEMENT MESSAGE MARKINGS, WORD (RXR) 2.000 EACH 153 801-03290 CONSTRUCTION SIGN, C 7.000 EACH 154 801-04308 ROAD CLOSURE SIGN ASSEMBLY 4.000 EACH 155 801-06207 TEMPORARY PAVEMENT MARKING, REMOVABLE, 100 mm 9,832.000 m 156 801-06213 TEMPORARY PAVEMENT MESSAGE MARKING, REMOVABLE, WORD (RXR) 2.000 EACH 157 801-06577 TEMPORARY PAVEMENT MARKING, REMOVABLE, 600 mm 14.000 m 158 801-06625 DETOUR ROUTE MARKER ASSEMBLY 30.000 EACH 159 801-06640 CONSTRUCTION SIGN, A 10.000 EACH 160 801-06645 CONSTRUCTION SIGN, B 15.000 EACH 161 801-06710 FLASHING ARROW SIGN 730.000 DAY 162 801-06775 MAINTAINING TRAFFIC LUMP LUMP 163 801-07023 ENERGY ABSORBIBG TERMINAL, CZ, TL-2 2.000 EACH 164 801-07119 BARRICADE, III-B 60.000 m 165 801-08508 TEMPORARY TRAFFIC BARRIER, TYPE 2, ANCHORED 270.000 m 166 801-94295 SIGNAL HEAD, RELOCATE 8.000 EACH 167 802-05701 SIGN POST, SQUARE, 1, REINFORCED ANCHOR BASE 66.600 m 168 802-05702 SIGN POST, SQUARE, 2, REINFORCED ANCHOR BASE 63.900 m 169 802-07059 SIGN, SHEET, AND SUPPORTS, REMOVE 2.000 EACH 170 802-09838 SIGN, SHEET, WITH LEGEND 2.03mm 5.400 m2 171 802-09840 SIGN, SHEET, WITH LEGEND 2.54mm 28.690 m2 172 802-09842 SIGN, SHEET, WITH LEGEND 3.18mm 4.730 m2 173 804-06770 DELINEATOR POST 21.000 EACH 174 805-01815 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m 4.000 EACH 175 805-01842 HANDHOLE, SIGNAL 6.000 EACH 176 805-01844 CONDUIT, STEEL, GALVANIZED, 50 mm, UNDERGROUND 451.500 m 177 805-02328 SIGNAL CABLE, 1C 14GA. 434.900 m 178 805-09240 TRANSPORTATION OF SALVAGEABLE 1.000 EACH 179 805-78100 CONTROLLER AND CABINET, MENU DRIVEN, 8 PHASE 1.000 EACH 180 805-78205 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED, AMBER, GREEN 6.000 EACH 181 805-78215 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED, AMBER ARROW, GREEN 1.000 EACH 182 805-78415 SPAN, CATENARY, AND TETHER 3.000 EACH 183 805-78420 DISCONNECT HANGER 3.000 EACH 184 805-78445 SIGNAL SERVICE 1.000 EACH 185 805-78467 SIGNAL CABLE, 3C 8GA. 12.500 m 186 805-78485 SIGNAL CABLE, 5C 14GA. 156.400 m 187 805-78490 SIGNAL CABLE, 7C 14GA. 208.300 m 188 805-78510 SIGNAL CABLE, 2C 16GA., SHIELDED 572.500 m 189 805-78785 SIGNAL DETECTOR HOUSING 5.000 EACH 190 805-78795 SAW CUT FOR ROADWAY LOOP AND SEALER 150.200 m 191 805-78925 CONTROLLER CABINET FOUNDATION, P1 1.000 EACH 192 805-81032 SIGNAL STRAIN POLE, STEEL, 9.2m 4.000 EACH 193 805-92504 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL 5.000 EACH 194 807-05072 TOWER 1.000 EACH 195 808-03002 LINE, EPOXY, BROKEN, WHITE, 100 mm 585.000 m 196 808-03631 LINE, EPOXY, SOLID, WHITE, 100 mm 3,318.000 m SCHEDULE OF PAY ITEMS PAGE 5 CALL ORDER : 121 CONTRACT ID : IR-29936-A ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 SIGNS 197 808-03632 LINE, EPOXY, SOLID, YELLOW, 100 mm 2,058.000 m 198 808-04896 LINE, EPOXY, BROKEN, YELLOW, 100 mm 185.000 m 199 808-05866 PAVEMENT MESSAGE MARKING, REMOVE 7.000 m2 200 808-06716 LINE, REMOVE 1,009.000 m 201 808-06800 TRANSVERSE MARKINGS, EPOXY, SOLID, YELLOW, CROSSHATCH LINE, 588.000 m 202 808-74805 TRANSVERSE MARKINGS, EPOXY, STOP LINE, 600 mm 77.000 m 203 808-74807 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE INDICATIONS ARROWS 12.000 EACH 204 808-74808 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD (ONLY) 10.000 EACH 205 808-74809 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD (R X R) 4.000 EACH 206 808-75998 SNOWPLOWABLE RAISED PAVEMENT MARKER 234.000 EACH 207 808-98000 LINE, EPOXY, SOLID, YELLOW, 200 mm 1,494.000 m SCHEDULE OF PAY ITEMS PAGE 6 CALL ORDER : 131 CONTRACT ID : IR-30631-A ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 INTERCHANGE MODIFICATION 1 105-06845 CONSTRUCTION ENGINEERING LUMP LUMP 2 105-08520 CELLULAR TELEPHONE/RADIO 4.000 EACH 3 105-08521 CELLULAR TELEPHONE/RADIO SERVICE 18.000 MOS 4 105-08524 CELLULAR TELEPHONE/RADIO, ADDITIONAL 1.000 DOL 5 109-08359 LIQUIDATED DAMAGES 1.000 DOL 6 109-08360 CONTRACT LIENS 1.000 DOL 7 109-08440 QUALITY ADJUSTMENTS, HMA 1.000 DOL 8 109-08443 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC 1.000 DOL 9 109-08444 QUALITY ADJUSTMENTS, FAILED MATERIALS 1.000 DOL 10 109-08463 PROJECT ESTIMATE ADJUSTMENT 1.000 DOL 11 110-01001 MOBILIZATION AND DEMOBILIZATION LUMP LUMP 12 201-52370 CLEARING RIGHT OF WAY LUMP LUMP 13 202-02240 PAVEMENT REMOVAL 9,177.000 SYS 14 202-02241 GUARDRAIL, REMOVE 5,850.000 LFT 15 202-02637 PIPE, ABANDON AND GROUT FILL 64.000 LFT 16 202-03783 SIGN, PANEL, REMOVE 4.000 EACH 17 202-04089 SIGN, SHEET, REMOVE 25.000 EACH 18 202-05545 REGULATED MATERIALS, DISPOSE, C 40.000 CYS 19 202-05550 REGULATED MATERIALS, REMOVE, C 40.000 CYS 20 202-05555 REGULATED MATERIALS, TRANSPORT, C 40.000 CYS 21 202-51328 PRESENT STRUCTURE, REMOVE PORTIONS LUMP LUMP 22 202-51368 SLOPEWALL, REMOVE 8.800 SYS 23 202-74050 SIGN, OVERHEAD, REMOVE 2.000 EACH 24 202-91385 INLET, REMOVE 15.000 EACH 25 202-91840 FENCE, CHAIN LINK, REMOVE 462.000 LFT 26 202-93763 LIGHT STANDARD AND FOUNDATION, REMOVE 6.000 EACH 27 202-95027 IMPACT ATTENUATOR, REMOVE 2.000 EACH 28 202-96133 PIPE, REMOVE 413.000 LFT 29 202-99626 FOUNDATION FOR SIGNING, REMOVE 10.000 EACH 30 203-02000 EXCAVATION, COMMON 12,400.000 CYS 31 204-08415 STAKES, SETTLEMENT 8.000 EACH 32 205-06931 TEMPORARY CHECK DAM, REVETMENT RIPRAP 37.500 TON 33 205-06937 TEMPORARY SILT FENCE 10,406.000 LFT 34 205-09543 NO 2 STONE 100.000 TON 35 206-51230 EXCAVATION, FOUNDATION, UNCLASSIFIED 617.000 CYS 36 207-08263 SUBGRADE TREATMENT, TYPE IA 34,698.000 SYS 37 207-08267 SUBGRADE TREATMENT, TYPE IIIA 265.000 SYS 38 211-02050 B BORROW 4,730.000 CYS 39 211-06467 AGGREGATE FOR END BENT BACKFILL 68.000 CYS 40 211-09264 STRUCTURE BACKFILL, TYPE 1 39.000 CYS 41 211-09266 STRUCTURE BACKFILL, TYPE 3 19,027.000 CYS 42 214-07202 GEOGRID, I 14.000 SYS 43 301-07448 COMPACTED AGGREGATE, NO. 53, BASE 1,858.000 TON 44 302-07455 DENSE GRADED SUBBASE 52.000 CYS 45 303-01180 COMPACTED AGGREGATE, NO. 53 1,639.000 TON 46 303-08210 COMPACTED AGGREGATE NO. 53, TEMPORARY FOR DRIVEWAYS 203.000 TON 47 306-08041 MILLING, PCCP 3,031.000 SYS 48 401-06264 PROFILOGRAPH, HMA LUMP LUMP 49 401-07320 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm 299.000 TON SCHEDULE OF PAY ITEMS PAGE 7 CALL ORDER : 131 CONTRACT ID : IR-30631-A ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 INTERCHANGE MODIFICATION 50 401-07334 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm 1,565.000 TON 51 401-07403 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm 2,848.000 TON 52 401-07406 QC/QA-HMA, 1, 64, BASE, 25.0 mm 977.000 TON 53 401-07408 QC/QA-HMA, 3, 64, BASE, 25.0 mm 6,697.000 TON 54 401-07429 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 mm 2,991.000 TON 55 402-07453 HMA FOR TEMPORARY PAVEMENT 1,825.000 TON 56 406-05520 ASPHALT FOR TACK COAT 21.000 TON 57 503-05240 D-1 CONTRACTION JOINT 893.000 LFT 58 601-01522 GUARDRAIL TRANSITION TYPE TGB 8.000 EACH 59 601-01626 GUARDRAIL CONNECTOR SYSTEM, W BEAM, CURVED, 2 5.000 EACH 60 601-02103 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 IN. SPACING 162.500 LFT 61 601-05586 GUARDRAIL TERMINAL SYSTEM, W BEAM, CURVED, 9 1.000 EACH 62 601-06035 GUARDRAIL, RESET 50.000 LFT 63 601-06233 IMPACT ATTENUATOR, ED, W1, TL-3 2.000 EACH 64 601-06234 IMPACT ATTENUATOR, R1, W1, TL-2 2.000 EACH 65 601-06416 IMPACT ATTENUATOR SPARE PARTS PACKAGE, ED, W1, TL-3 1.000 EACH 66 601-94689 GUARDRAIL END TREATMENT, OS 5.000 EACH 67 601-99105 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING 2,653.750 LFT 68 601-99123 GUARDRAIL TRANSITION, GP 2.000 EACH 69 602-06729 BARRIER DELINEATOR 45.000 EACH 70 603-06045 FENCE, CHAIN LINK, 48 IN. 917.000 LFT 71 605-05523 CURB, HMA 24.000 LFT 72 605-06120 CURB, CONCRETE 264.000 LFT 73 605-52807 CURB AND GUTTER, COMBINED 54.000 LFT 74 606-07484 MILLED HMA SHOULDER CORRUGATIONS 900.000 LFT 75 607-06350 PAVED SIDE DITCH, D 530.000 LFT 76 609-06259 REINFORCED CONCRETE BRIDGE APPROACH 12 IN. 313.800 SYS 77 610-07487 HMA FOR APPROACHES, TYPE B 23.000 TON 78 610-09108 PCCP FOR APPROACHES, 9 IN. 182.000 SYS 79 611-08232 MAILBOX ASSEMBLY, SINGLE, RESET 1.000 EACH 80 615-06500 MONUMENT, A 2.000 EACH 81 615-06505 MONUMENT, B 8.000 EACH 82 616-02320 GEOTEXTILES 6,726.000 SYS 83 616-06405 RIPRAP, REVETMENT 5,194.000 TON 84 616-51367 SLOPEWALL, CONCRETE, 4 IN. 354.800 SYS 85 621-01004 MOBILIZATION AND DEMOBILIZATION FOR SEEDING 2.000 EACH 86 621-06545 FERTILIZER 3.000 TON 87 621-06553 SEED MIXTURE, R 1,334.000 LBS 88 621-06557 SEED MIXTURE, T 244.000 LBS 89 621-06565 MULCHING MATERIAL 22.000 TON 90 621-06570 TOP SOIL 107.000 CYS 91 621-06574 SODDING 1,178.000 SYS 92 622-98200 SIGN, DO NOT DISTURB 35.000 EACH 93 628-09402 FIELD OFFICE, B 18.000 MOS 94 628-09407 FIELD OFFICE COMPUTER SYSTEM, ADDITIONAL 18.000 MOS 95 701-09558 TEST PILE, INDICATOR, PRODUCTION 184.000 LFT 96 701-09560 TEST PILE, INDICATOR, RESTRIKE 5.000 EACH 97 701-09739 PILE SHOE, HP 12 X 53 68.000 EACH 98 701-51195 PILE, STEEL H, HP 12" X 53 1,362.000 LFT SCHEDULE OF PAY ITEMS PAGE 8 CALL ORDER : 131 CONTRACT ID : IR-30631-A ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 INTERCHANGE MODIFICATION 99 702-51005 CONCRETE, A, SUBSTRUCTURE 248.700 CYS 100 702-51015 CONCRETE, B, FOOTINGS 154.200 CYS 101 702-51863 FIELD DRILLED HOLE IN CONCRETE 378.000 EACH 102 703-06028 REINFORCING BARS 32,383.000 LBS 103 703-06029 REINFORCING BARS, EPOXY COATED 109,799.000 LBS 104 703-51032 REINFORCING STEEL, EPOXY COATED 34,805.000 LBS 105 703-97936 THREADED TIE BAR ASSEMBLY, EPOXY COATED 128.000 EACH 106 704-51002 CONCRETE, C, SUPERSTRUCTURE 299.700 CYS 107 706-05732 CONCRETE BRIDGE RAILING TRANSITION, TBC 6.000 EACH 108 706-08502 REINFORCED CONCRETE MOMENT SLAB, 15 IN. 1,786.000 SYS 109 706-09545 COARSE AGGREGATE, NO. 8 1,043.000 CYS 110 706-51020 CONCRETE, C, RAILING 39.200 CYS 111 706-51025 CONCRETE, C, RAILING 1,315.000 LFT 112 709-51821 SURFACE SEAL LUMP LUMP 113 711-51038 STRUCTURAL STEEL LUMP LUMP 114 711-51864 DRILLED HOLE 90.000 EACH 115 711-51866 RIVET, REMOVE 100.000 EACH 116 711-51877 JACKING AND SUPPORTING BEAMS LUMP LUMP 117 711-96479 BOLT, REMOVE 124.000 EACH 118 715-05048 PIPE, TYPE 4, CIRCULAR, 6 IN. 6,783.000 LFT 119 715-05053 PIPE, UNDERDRAIN OUTLET, 6 IN. 998.000 LFT 120 715-05121 PIPE, TYPE 1, CIRCULAR, 18 IN. 56.000 LFT 121 715-05149 PIPE, TYPE 2, CIRCULAR, 12 IN. 197.000 LFT 122 715-05407 PIPE, END BENT DRAIN, 6 IN. 152.000 LFT 123 715-46000 PIPE END SECTION, 12 IN. 7.000 EACH 124 715-46010 PIPE END SECTION, 18 IN. 4.000 EACH 125 718-06528 OUTLET PROTECTOR, 1 22.000 EACH 126 718-06532 VIDEO INSPECTION FOR UNDERDRAINS 3,000.000 LFT 127 718-52610 AGGREGATE FOR UNDERDRAINS 611.000 CYS 128 720-44000 CASTING, ADJUST TO GRADE 1.000 EACH 129 720-44296 CAP INLET 2.000 EACH 130 720-45041 INLET, H5 5.000 EACH 131 720-45045 INLET, J10 4.000 EACH 132 720-45265 PIPE CATCH BASIN, 15 IN. 4.000 EACH 133 725-06859 PIPE LINER, THERMOPLASTIC, 48 IN. 308.000 LFT 134 725-06867 PIPE LINER, THERMOPLASTIC, 18 IN. 197.000 LFT 135 726-93268 BEARING ASSEMBLY, B 8.000 EACH 136 726-95870 BEARING ASSEMBLY 14.000 EACH 137 729-51875 CONCRETE, A, PATCHING 44.400 SFT 138 731-93945 FACE PANELS, CONCRETE 19,924.000 SFT 139 731-93946 WALL ERECTION 19,924.000 SFT 140 731-93947 LEVELING PAD, CONCRETE 1,780.000 LFT 141 801-01093 TEMPORARY WORKSITE SPEED LIMIT SIGN ASSEMBLY 8.000 EACH 142 801-03290 CONSTRUCTION SIGN, C 4.000 EACH 143 801-06202 TEMPORARY PANEL SIGN SUPPORTS 66.000 LFT 144 801-06207 TEMPORARY PAVEMENT MARKING, REMOVABLE, 4 IN. 38,370.000 LFT 145 801-06577 TEMPORARY PAVEMENT MARKING, REMOVABLE, 24 IN. 235.000 LFT 146 801-06640 CONSTRUCTION SIGN, A 20.000 EACH 147 801-06645 CONSTRUCTION SIGN, B 8.000 EACH SCHEDULE OF PAY ITEMS PAGE 9 CALL ORDER : 131 CONTRACT ID : IR-30631-A ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 INTERCHANGE MODIFICATION 148 801-06710 FLASHING ARROW SIGN 540.000 DAY 149 801-06775 MAINTAINING TRAFFIC LUMP LUMP 150 801-07119 BARRICADE, III-B 45.000 LFT 151 801-08401 TEMPORARY TRAFFIC BARRIER, TYPE 2 7,772.000 LFT 152 801-08508 TEMPORARY TRAFFIC BARRIER, TYPE 2, ANCHORED 286.000 LFT 153 801-09133 TEMPORARY CHANGEABLE MESSAGE SIGN 2.000 EACH 154 802-05701 SIGN POST, SQUARE, 1, REINFORCED ANCHOR BASE 213.500 LFT 155 802-05702 SIGN POST, SQUARE, 2, REINFORCED ANCHOR BASE 239.500 LFT 156 802-07057 SIGN, PANEL, WITH LEGEND 638.000 SFT 157 802-07060 SIGN, SHEET, RELOCATE 1.000 EACH 158 802-07151 WIDE FLANGE SIGN POST SUPPORT FOUNDATION, VII 8.000 EACH 159 802-07159 CANTILEVER TRAFFIC SIGN SUPPORT FOUNDATION, II 2.000 EACH 160 802-09838 SIGN, SHEET, WITH LEGEND 0.080 IN. 134.500 SFT 161 802-09840 SIGN, SHEET, WITH LEGEND 0.100 IN 176.000 SFT 162 802-76095 STRUCTURAL STEEL, BREAKAWAY 1,790.020 LBS 163 802-76140 OVERHEAD SIGN STRUCTURE, CANTILEVER DOUBLE ARM 2.000 EACH 164 804-06770 DELINEATOR POST 21.000 EACH 165 805-01842 HANDHOLE, SIGNAL 4.000 EACH 166 805-06592 CONDUIT, STEEL, GALVANIZED, 2 IN. 1,335.000 LFT 167 805-09471 SIGNAL CABLE, PREFORMED PAVE-OVER LOOP 2.000 EACH 168 807-02191 HANDHOLE, LIGHTING 5.000 EACH 169 807-02193 LIGHT STANDARD FOUNDATION, 3 FT. DIA. X 8 FT. 9.000 EACH 170 807-07580 WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN TRENCH, 4 1/C 2,539.000 LFT 171 807-84752 LIGHT POLE, 40 FT. E.M.H., 10.0 FT. MAST ARM, TRANSFORMER 1.000 EACH 172 807-84804 LIGHT POLE, 42 FT. E.M.H., 10.0 FT. MAST ARM, TRANSFORMER 2.000 EACH 173 807-84814 LIGHT POLE, 42 FT. E.M.H., 15.0 FT. MAST ARM, TRANSFORMER 3.000 EACH 174 807-84866 LIGHT POLE, 44 FT. E.M.H., 15.0 FT. MAST ARM, TRANSFORMER 3.000 EACH 175 807-86605 LUMINAIRE, ROADWAY, HIGH PRESSURE SODIUM, 150 WATT 9.000 EACH 176 807-86955 CABLE DUCT MARKER 16.000 EACH 177 808-03631 LINE, EPOXY, SOLID, WHITE, 4 IN. 671.000 LFT 178 808-03632 LINE, EPOXY, SOLID, YELLOW, 4 IN. 1,447.000 LFT 179 808-06703 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN. 7,808.000 LFT 180 808-06716 LINE, REMOVE 13,788.000 LFT 181 808-74807 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE INDICATIONS ARROWS 2.000 EACH 182 808-75245 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN. 5,041.000 LFT 183 808-75297 TRANSVERSE MARKINGS, THERMOPLASTIC, STOP LINE, 24 IN. 225.000 LFT 184 808-75320 PAVEMENT MESSAGE MARKINGS, THERMOPLASTIC, LANE INDICATION 10.000 EACH 185 808-75325 PAVEMENT MESSAGE MARKINGS, THERMOPLASTIC, WORD (ONLY) 6.000 EACH 186 808-75998 SNOWPLOWABLE RAISED PAVEMENT MARKER 90.000 EACH 187 808-92027 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 IN. 1,484.000 LFT 188 808-96016 LINE, THERMOPLASTIC, SOLID, YELLOW, 12 IN. 416.000 LFT