SCHEDULE OF PAY ITEMS PAGE 1 CALL ORDER : 160 CONTRACT ID : IR-31121-A ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 NEW ROAD CONSTRUCTION HMA 1 203-02000 EXCAVATION, COMMON 366,368.000 CYS 2 203-02070 BORROW 413,862.000 CYS 3 301-07448 COMPACTED AGGREGATE, NO. 53, BASE 16,316.000 TON 4 303-01180 COMPACTED AGGREGATE, NO. 53 35,887.000 TON 5 401-06264 PROFILOGRAPH, HMA LUMP LUMP 6 401-07320 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm 2,750.000 TON 7 401-07321 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm 2,184.000 TON 8 401-07335 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm 10,581.000 TON 9 401-07390 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm 4,212.000 TON 10 401-07404 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 mm 17,625.000 TON 11 401-07406 QC/QA-HMA, 1, 64, BASE, 25.0 mm 8,217.000 TON 12 401-07407 QC/QA-HMA, 2, 64, BASE, 25.0 mm 2,423.000 TON 13 401-07423 QC/QA-HMA, 2, 64, BASE, 19.0 mm 3,422.000 TON 14 401-07429 QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19.0 mm 19,348.000 TON 15 401-08364 QC/QA-HMA, 4, 64, BASE, 19.0 MM 49,481.000 TON 16 406-05520 ASPHALT FOR TACK COAT 190.000 TON 17 606-07484 MILLED HMA SHOULDER CORRUGATIONS 66,887.000 LFT SECTION NO. 0002 NEW ROAD CONSTRUCTION PCCP 18 203-02000 EXCAVATION, COMMON 369,705.000 CYS 19 203-02070 BORROW 394,197.000 CYS 20 301-07448 COMPACTED AGGREGATE, NO. 53, BASE 10,097.000 TON 21 302-06464 SUBBASE FOR PCCP 36,993.000 CYS 22 303-01180 COMPACTED AGGREGATE, NO. 53 26,842.000 TON 23 401-07320 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm 4,052.000 TON 24 401-07321 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm 718.000 TON 25 401-07389 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm 9,615.000 TON 26 401-07390 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm 1,679.000 TON 27 401-07406 QC/QA-HMA, 1, 64, BASE, 25.0 mm 10,529.000 TON 28 401-07407 QC/QA-HMA, 2, 64, BASE, 25.0 mm 2,423.000 TON 29 406-05520 ASPHALT FOR TACK COAT 38.000 TON 30 501-06266 PROFILOGRAPH, PCCP LUMP LUMP 31 501-06322 QC/QA-PCCP, 11 IN 111,292.000 SYS 32 501-06727 CORING, PCCP LUMP LUMP 33 501-09107 QC/QA-PCCP, 9 IN 17,778.000 SYS 34 503-05240 D-1 CONTRACTION JOINT 68,270.000 LFT 35 503-05310 TERMINAL JOINT 180.000 LFT 36 606-07484 MILLED HMA SHOULDER CORRUGATIONS 35,520.000 LFT 37 606-07485 MILLED PCCP SHOULDER CORRUGATIONS 33,322.000 LFT SECTION NO. 0003 NEW BRIDGE CONSTRUCTION 38 105-06845 CONSTRUCTION ENGINEERING LUMP LUMP 39 110-01001 MOBILIZATION AND DEMOBILIZATION LUMP LUMP 40 201-52370 CLEARING RIGHT OF WAY LUMP LUMP 41 202-03000 HOUSES AND BUILDINGS, REMOVE, PARCEL NO LUMP LUMP 42 202-03000 HOUSES AND BUILDINGS, REMOVE, PARCEL NO LUMP LUMP 43 202-74045 SIGN AND SUPPORTS, CHAN POSTS, REMOVE 9.000 EACH SCHEDULE OF PAY ITEMS PAGE 2 CALL ORDER : 160 CONTRACT ID : IR-31121-A ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0003 NEW BRIDGE CONSTRUCTION 44 203-02000 EXCAVATION, COMMON 5,576.000 CYS 45 203-51223 EXCAVATION, WATERWAY 8,346.000 CYS 46 204-02290 SETTLEMENT PLATE 38.000 EACH 47 204-08415 STAKES, SETTLEMENT 76.000 EACH 48 205-03371 SEDIMENT, REMOVE 49,655.000 CYS 49 205-06930 SPLASHPAD, RIPRAP 88.000 TON 50 205-06931 TEMPORARY CHECK DAM, REVETMENT RIPRAP 2,136.000 TON 51 205-06932 TEMPORARY CHECK DAM, STRAW BALES 96.000 LFT 52 205-06933 TEMPORARY DITCH INLET PROTECTION 28.000 EACH 53 205-06935 TEMPORARY SEDIMENT BASIN 30.000 EACH 54 205-06936 TEMPORARY SEDIMENT TRAP 45.000 TON 55 205-06937 TEMPORARY SILT FENCE 2,131.000 LFT 56 205-06938 TEMPORARY SLOPE DRAIN 1,702.000 LFT 57 205-09543 NO 2 STONE 100.000 TON 58 206-51220 EXCAVATION, WET 840.000 CYS 59 206-51230 EXCAVATION, FOUNDATION, UNCLASSIFIED 45.000 CYS 60 207-08263 SUBGRADE TREATMENT, TYPE IA 178,772.000 SYS 61 207-08265 SUBGRADE TREATMENT, TYPE IIA 8,701.000 SYS 62 207-08266 SUBGRADE TREATMENT, TYPE III 10,247.000 SYS 63 208-02046 GRADING IN GORE AREA 4.000 EACH 64 211-02050 B BORROW 21,649.000 CYS 65 211-06467 AGGREGATE FOR END BENT BACKFILL 263.100 CYS 66 211-09264 STRUCTURAL BACKFILL, TYPE 1 2,569.000 CYS 67 211-09265 STRUCTURAL BACKFILL, TYPE 2 12,238.000 CYS 68 211-09265 STRUCTURAL BACKFILL, TYPE 2 840.000 CYS 69 211-09266 STRUCTURAL BACKFILL, TYPE 3 17,950.000 CYS 70 215-07043 CHEMICAL MODIFICATION, SOILS 5,000.000 SYS 71 302-07455 DENSE GRADED SUBBASE 414.000 CYS 72 303-07449 COMPACTED AGGREGATE, NO. 73 1,671.000 TON 73 306-08043 MILLING, TRANSITION 342.000 SYS 74 601-01522 GUARDRAIL TRANSITION TYPE TGB 26.000 EACH 75 601-01626 GUARDRAIL CONNECTOR SYSTEM, W BEAM, CURVED, 2 2.000 EACH 76 601-02103 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT 3 IN SPACING 112.500 LFT 77 601-05586 GUARDRAIL TERMINAL SYSTEM, W BEAM, CURVED, 9 1.000 EACH 78 601-05999 CURVED TERMINAL END 10.000 EACH 79 601-06233 IMPACT ATTENUATOR, ED, W1, TL-3 2.000 EACH 80 601-06854 GUARDRAIL, W-BEAM, NESTED 3.000 EACH 81 601-06855 GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHOR 7.000 EACH 82 601-94689 GUARDRAIL END TREATMENT, OS 15.000 EACH 83 601-94690 GUARDRAIL END TREATMENT, MS 7.000 EACH 84 601-99105 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING 6,418.400 LFT 85 601-99108 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 IN SPACING 2,200.000 LFT 86 602-06729 BARRIER DELINEATOR 64.000 EACH 87 603-06040 FENCE, FARM FIELD, 47 IN 40,387.000 LFT 88 608-05741 WICK DRAIN 252,121.000 LFT 89 609-06259 REINFORCED CONCRETE BRIDGE APPROACH 12 IN 2,524.900 SYS 90 610-07486 HMA FOR APPROACHES, TYPE A 154.000 TON 91 610-07487 HMA FOR APPROACHES, TYPE B 15.000 TON 92 611-06497 MAILBOX ASSEMBLY, SINGLE 1.000 EACH SCHEDULE OF PAY ITEMS PAGE 3 CALL ORDER : 160 CONTRACT ID : IR-31121-A ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0003 NEW BRIDGE CONSTRUCTION 93 615-06490 RIGHT OF WAY MARKER 25.000 EACH 94 615-06505 MONUMENT, B 6.000 EACH 95 615-06510 MONUMENT, C 41.000 EACH 96 615-06515 MONUMENT, D 16.000 EACH 97 615-06527 MONUMENT, SECTION CORNER 3.000 EACH 98 616-02320 GEOTEXTILES 15,740.000 SYS 99 616-05688 RIPRAP, CLASS 1 3,969.000 TON 100 616-05689 RIPRAP, CLASS 2 161.000 TON 101 616-06405 RIPRAP, REVETMENT 679.000 TON 102 616-06451 RIPRAP, UNIFORM 4,330.000 TON 103 616-07210 FIBER ROLL 4,385.000 LFT 104 621-01004 MOBILIZATION AND DEMOBILIZATION FOR SEEDING 2.000 EACH 105 621-02770 EROSION CONTROL BLANKET 14,562.000 SYS 106 621-04258 SEED MIXTURE 32.000 LBS 107 621-04258 SEED MIXTURE 19.000 LBS 108 621-06545 FERTILIZER 94.000 TON 109 621-06553 SEED MIXTURE, R 22,763.000 LBS 110 621-06557 SEED MIXTURE, T 15,060.000 LBS 111 621-06565 MULCHING MATERIAL 469.000 TON 112 621-06567 WATER 184.000 kGAL 113 621-06574 SODDING 50,780.000 SYS 114 621-06575 SODDING, NURSERY 335.000 SYS 115 622-52436 SIGN, DO NOT MOW OR SPRAY 12.000 EACH 116 622-91786 SEEDLING 240.000 EACH 117 622-98200 SIGN, DO NOT DISTURB 6.000 EACH 118 628-09403 FIELD OFFICE, C 24.000 MOS 119 701-06011 DYNAMIC PILE LOAD TEST 15.000 EACH 120 701-09557 TEST PILE, DYNAMIC, PRODUCTION 400.000 LFT 121 701-09557 TEST PILE, DYNAMIC, PRODUCTION 435.000 LFT 122 701-09557 TEST PILE, DYNAMIC, PRODUCTION 26.000 LFT 123 701-09559 TEST PILE, DYNAMIC, RESTRIKE 15.000 EACH 124 701-09683 PILE SHOE, HP 12 X 74 110.000 EACH 125 701-09891 PILE SHOE, HP 12 X 84 9.000 EACH 126 701-09892 PILE, STEEL H, HP 12 X 84 128.000 LFT 127 701-95780 PILE, STEEL H, HP 12 IN X 74 5,011.000 LFT 128 702-51005 CONCRETE, A, SUBSTRUCTURE 119.800 CYS 129 702-51015 CONCRETE, B, FOOTINGS 6.800 CYS 130 702-51110 GRATES, BASINS, AND FITTINGS, CAST IRON 3,864.000 LBS 131 702-92857 CONCRETE, C, SUBSTRUCTURE 450.200 CYS 132 703-06028 REINFORCING BARS 12,717.000 LBS 133 703-06029 REINFORCING BARS, EPOXY COATED 614,018.000 LBS 134 704-51002 CONCRETE, C, SUPERSTRUCTURE 1,596.600 CYS 135 706-05732 CONCRETE BRIDGE RAILING TRANSITION, TBC 4.000 EACH 136 706-05734 CONCRETE BRIDGE RAILING TRANSITION, TBT 24.000 EACH 137 706-51020 CONCRETE, C, RAILING 173.600 CYS 138 707-09634 STRUCTURAL MEMBERS, CONCRETE BULB-T BEAM, 910.000 LFT 139 707-09865 STRUCTURAL MEMBERS, CONCRETE BULB-T BEAM, 1,392.000 LFT 140 707-09921 STRUCTURAL MEMBERS, CONCRETE, BULB-T BEAM, 1,170.000 LFT 141 709-51821 SURFACE SEAL LUMP LUMP SCHEDULE OF PAY ITEMS PAGE 4 CALL ORDER : 160 CONTRACT ID : IR-31121-A ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0003 NEW BRIDGE CONSTRUCTION 142 709-51821 SURFACE SEAL LUMP LUMP 143 709-51821 SURFACE SEAL LUMP LUMP 144 709-51821 SURFACE SEAL LUMP LUMP 145 709-51821 SURFACE SEAL LUMP LUMP 146 709-51821 SURFACE SEAL LUMP LUMP 147 709-51821 SURFACE SEAL LUMP LUMP 148 714-04854 STRUCTURE, PRECAST, RC, BOX SECTION 7FT X 3FT 428.000 LFT 149 714-06677 STRUCTURE, PRECAST, RC, BOX SECTION 18FT X 6FT 220.000 LFT 150 714-08514 WINGWALL 1,942.000 SFT 151 714-26724 STRUCTURE, PRECAST, RC, BOX SECTION 12FT X 4FT 378.000 LFT 152 715-03475 SAFETY METAL END SECTION, 4:1, 15 IN 2.000 EACH 153 715-05032 PIPE, TYPE 2, CIRCULAR, 15 IN 804.000 LFT 154 715-05048 PIPE, TYPE 4, CIRCULAR, 6 IN 86,598.000 LFT 155 715-05053 PIPE, UNDERDRAIN OUTLET, 6 IN 10,176.000 LFT 156 715-05119 PIPE, TYPE 1, CIRCULAR, 15 IN 32.000 LFT 157 715-05122 PIPE, TYPE 1, CIRCULAR, 21 IN 140.000 LFT 158 715-05123 PIPE, TYPE 1, CIRCULAR, 24 IN 395.000 LFT 159 715-05125 PIPE, TYPE 1, CIRCULAR, 30 IN 240.000 LFT 160 715-05146 PIPE, TYPE 2, CIRCULAR, 6 IN 12.000 LFT 161 715-05169 PIPE, TYPE 3, CIRCULAR, 15 IN 49.000 LFT 162 715-05218 PIPE, TYPE 5, CIRCULAR, 15 IN 2,057.000 LFT 163 715-05407 PIPE, END BENT DRAIN, 6 IN 660.000 LFT 164 715-09064 VIDEO INSPECTION FOR PIPE 3,717.000 LFT 165 715-46005 PIPE END SECTION, 15 IN 28.000 EACH 166 715-46015 PIPE END SECTION, 21 IN 4.000 EACH 167 715-46020 PIPE END SECTION, 24 IN 8.000 EACH 168 715-46030 PIPE END SECTION, 30 IN 6.000 EACH 169 718-06528 OUTLET PROTECTOR, 1 143.000 EACH 170 718-06532 VIDEO INSPECTION FOR UNDERDRAINS 10,000.000 LFT 171 718-52610 AGGREGATE FOR UNDERDRAINS 11,749.000 CYS 172 718-99153 GEOTEXTILES FOR UNDERDRAIN 64,346.000 SYS 173 720-45070 INLET, P12A 28.000 EACH 174 722-95883 BRIDGE DECK DRAIN SYSTEM LUMP LUMP 175 722-95883 BRIDGE DECK DRAIN SYSTEM LUMP LUMP 176 722-95883 BRIDGE DECK DRAIN SYSTEM LUMP LUMP 177 723-06660 WINGWALL 508.000 SFT 178 723-09922 STRUCTURE, PRECAST THREE-SIDED, 288.000 LFT 179 731-93945 FACE PANELS, CONCRETE 18,964.000 SFT 180 731-93946 WALL ERECTION 18,964.000 SFT 181 731-93947 LEVELING PAD, CONCRETE 860.400 LFT 182 801-03290 CONSTRUCTION SIGN, C 20.000 EACH 183 801-04308 ROAD CLOSURE SIGN ASSEMBLY 9.000 EACH 184 801-06625 DETOUR ROUTE MARKER ASSEMBLY 26.000 EACH 185 801-06640 CONSTRUCTION SIGN, A 16.000 EACH 186 801-06775 MAINTAINING TRAFFIC LUMP LUMP 187 801-07118 BARRICADE, III-A 224.000 LFT 188 801-07119 BARRICADE, III-B 56.000 LFT 189 801-08402 TEMPORARY TRAFFIC BARRIER, TYPE 3 456.000 LFT 190 802-05701 SIGN POST, SQUARE, TYPE 1, REINFORCED ANCHOR BASE 503.300 LFT SCHEDULE OF PAY ITEMS PAGE 5 CALL ORDER : 160 CONTRACT ID : IR-31121-A ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0003 NEW BRIDGE CONSTRUCTION 191 802-07057 SIGN, PANEL, WITH LEGEND 531.000 SFT 192 802-08456 WIDE FLANGE SIGN POST SUPPORT FOUNDATION, VIII 4.000 EACH 193 802-09577 OVERHEAD SIGN STRUCTURE, CANTILEVER, TYPE E 2.000 EACH 194 802-09581 CANTILEVER SIGN SUPPORT FOUNDATION, 2.000 EACH 195 802-09838 SIGN, SHEET, WITH LEGEND 0.080" 217.800 SFT 196 802-09839 SIGN, DOUBLE-FACED, SHEET, WITH LEGEND 0.100 IN 14.000 SFT 197 802-09840 SIGN, SHEET, WITH LEGEND 0.100 IN 60.100 SFT 198 802-76095 STRUCTURAL STEEL, BREAKAWAY 920.000 LBS 199 808-06703 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN. 4,097.000 LFT 200 808-10033 LINE, MULTI-COMP, SOLID, WHITE, 4 IN 600.000 LFT 201 808-10034 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN 600.000 LFT 202 808-75245 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN. 4,714.000 LFT 203 808-75297 TRANSVERSE MARKING, THERMOPLASTIC, 32.000 LFT 204 808-75998 SNOWPLOWABLE RAISED PAVEMENT MARKER 66.000 EACH SECTION NO. 0004 NEW BRIDGE CONSTRUCTION 205 109-08359 LIQUIDATED DAMAGES 1.000 DOL 206 109-08360 CONTRACT LIENS 1.000 DOL 207 109-08440 QUALITY ADJUSTMENTS, HMA 1.000 DOL 208 109-08442 QUALITY ADJUSTMENTS, SUPERSTRUCTURE CONCRETE 1.000 DOL 209 109-08443 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC CONTROL DEVICES 1.000 DOL 210 109-08444 QUALITY ADJUSTMENTS, FAILED MATERIALS 1.000 DOL 211 109-08463 PROJECT ESTIMATE ADJUSTMENT 1.000 DOL