SCHEDULE OF PAY ITEMS PAGE 1 CALL ORDER : 131 CONTRACT ID : IR-28200-A LETTING DATE : ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 NEW BR, COMP.CONT.PRES.CONC. BULB T- BEAM 1 105-06845 CONSTRUCTION ENGINEERING LUMP LUMP 2 105-08520 CELLULAR TELEPHONE/RADIO 4.000 EACH 3 109-08359 LIQUIDATED DAMAGES 1.000 DOL 4 109-08360 CONTRACT LIENS 1.000 DOL 5 109-08441 QUALITY ADJUSTMENTS, PCCP 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 9 110-01001 MOBILIZATION AND DEMOBILIZATION LUMP LUMP 10 201-52370 CLEARING RIGHT OF WAY LUMP LUMP 11 202-03000 HOUSES AND BUILDINGS, REMOVE LUMP LUMP 12 202-05823 UNDERGROUND STORAGE TANK, REMOVE AND DISPOSE, UNDER 11400 1.000 EACH 13 202-05823 UNDERGROUND STORAGE TANK, REMOVE AND DISPOSE, UNDER 11400 1.000 EACH 14 202-05823 UNDERGROUND STORAGE TANK, REMOVE AND DISPOSE, UNDER 11400 1.000 EACH 15 202-05823 UNDERGROUND STORAGE TANK, REMOVE AND DISPOSE, UNDER 11400 1.000 EACH 16 202-74045 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE 8.000 EACH 17 203-02055 EMBANKMENT 1,481,565.000 m3 18 204-02290 SETTLEMENT PLATE 26.000 EACH 19 205-03371 SEDIMENT REMOVE 2,275.000 m3 20 205-06931 TEMPORARY CHECK DAM, REVETMENT RIPRAP 4,550.000 Mg 21 205-06933 TEMPORARY DITCH INLET PROTECTION 51.000 EACH 22 205-06936 TEMPORARY SEDIMENT TRAP 3,678.000 Mg 23 205-06937 TEMPORARY SILT FENCE 2,832.000 m 24 207-08262 SUBGRADE TREATMENT, TYPE I 205,787.000 m2 25 207-08266 SUBGRADE TREATMENT, TYPE III 17,395.000 m2 26 207-08267 SUBGRADE TREATMENT, TYPE IIIA 1,105.000 m2 27 211-02050 B BORROW 32,647.000 m3 28 211-06467 AGGREGATE FOR END BENT BACKFILL 221.000 m3 29 211-07454 STRUCTURE BACKFILL 46,942.000 m3 30 301-07448 COMPACTED AGGREGATE, NO. 53, BASE 46,970.000 Mg 31 302-06464 SUBBASE FOR PCCP 46,303.000 m3 32 302-07455 DENSE GRADED SUBBASE 122.600 m3 33 306-08043 MILLING, TRANSITION 749.000 m2 34 402-07432 HMA SURFACE, TYPE A 1,581.000 Mg 35 402-07435 HMA INTERMEDIATE, TYPE A 2,538.000 Mg 36 406-05520 ASPHALT FOR TACK COAT 5.000 Mg 37 501-06266 PROFILOGRAPH, PCCP LUMP LUMP 38 501-06321 QC/QA-PCCP, 250 mm 30,807.000 m2 39 501-06322 QC/QA-PCCP, 275 mm 156,080.000 m2 40 503-05240 D-1 CONTRACTION JOINT 31,422.000 m 41 601-01128 GUARDRAIL TRANSITION TYPE WGB 16.000 EACH 42 601-01625 GUARDRAIL CONNECTOR SYSTEM, W BEAM, CURVED, 1 2.000 EACH 43 601-94689 GUARDRAIL END TREATMENT, OS 10.000 EACH 44 601-94690 GUARDRAIL END TREATMENT, MS 8.000 EACH 45 601-95344 HANDRAIL, PEDESTRIAN 66.500 m 46 601-97774 GUARDRAIL END TREATMENT, OS, SPARE PARTS PACKAGE 2.000 EACH 47 601-97803 GUARDRAIL END TREATMENT, MS, SPARE PARTS PACKAGE 2.000 EACH 48 601-99105 GUARDRAIL, W BEAM, 1.905 m SPACING 633.000 m SCHEDULE OF PAY ITEMS PAGE 2 CALL ORDER : 131 CONTRACT ID : IR-28200-A LETTING DATE : ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 NEW BR, COMP.CONT.PRES.CONC. BULB T- BEAM 49 601-99108 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 m SPACING 473.000 m 50 602-06729 BARRIER DELINEATOR 40.000 EACH 51 603-06040 FENCE, FARM FIELD, 1190 mm 13,734.000 m 52 605-06095 CURB, INTEGRAL, B, CONCRETE 213.000 m 53 606-07485 MILLED PCCP SHOULDER CORRUGATIONS 31,347.000 m 54 609-06258 REINFORCED CONCRETE BRIDGE APPROAH, 275 mm 500.800 m2 55 610-06258 REINFORCED CONCRETE BRIDGE APPROACH, 275 mm 318.000 m2 56 610-07486 HMA FOR APPROACHES, TYPE A 455.000 Mg 57 610-08446 PCCP FOR APPROACHES, 150 mm 58.000 m2 58 610-09108 PCCP FOR APPROACHES, 225 mm 250.000 m2 59 611-06497 MAILBOX ASSEMBLY, SINGLE 3.000 EACH 60 615-06490 RIGHT OF WAY MARKER 44.000 EACH 61 615-06505 MONUMENT, B 11.000 EACH 62 615-06510 MONUMENT, C 16.000 EACH 63 615-06515 MONUMENT, D 39.000 EACH 64 616-02320 GEOTEXTILES 24,545.500 m2 65 616-05688 RIPRAP, CLASS 1 1,994.000 Mg 66 616-05689 RIPRAP, CLASS 2 2,816.000 Mg 67 616-06405 RIPRAP, REVETMENT 9,680.000 Mg 68 616-06451 RIPRAP, UNIFORM 3,351.000 Mg 69 616-51367 SLOPEWALL, CONCRETE, 100 mm 982.000 m2 70 621-01004 MOBILIZATION AND DEMOBILIZATION FOR SEEDING 8.000 EACH 71 621-06545 FERTILIZER 94.000 Mg 72 621-06553 SEED MIXTURE, R 10,309.000 kg 73 621-06557 SEED MIXTURE, T 178.000 kg 74 621-06565 MULCHING MATERIAL 331.000 Mg 75 621-06567 WATER 785.000 kL 76 621-06574 SODDING 43,374.000 m2 77 622-52436 SIGN, DO NOT MOW OR SPRAY 30.000 EACH 78 622-91786 SEEDLING 10,900.000 EACH 79 701-51195 PILE, STEEL H, HP 310 X 79 1,215.600 m 80 701-91792 PILE TIP, STEEL H 104.000 EACH 81 702-04325 TEMPORARY SHORING LUMP LUMP 82 702-51005 CONCRETE, A, SUBSTRUCTURE 323.600 m3 83 702-51015 CONCRETE, B, FOOTINGS 79.400 m3 84 703-06029 REINFORCING BARS, EPOXY COATED 156,628.000 kg 85 704-51002 CONCRETE, C, SUPERSTRUCTURE 734.900 m3 86 706-05732 CONCRETE BRIDGE RAILING TRANSITION, TBC 16.000 EACH 87 706-51020 CONCRETE, C, RAILING 83.200 m3 88 707-05984 STRUCTURAL MEMBERS, CONCRETE I-BEAM, III, 1143 mm X 406 mm 261.600 m 89 707-06831 STRUCTURAL MEMBERS, CONCRETE BULB-T BEAM, 1372 mm x 1067 mm 640.000 m 90 709-51821 SURFACE SEAL LUMP LUMP 91 709-51821 SURFACE SEAL LUMP LUMP 92 709-51821 SURFACE SEAL LUMP LUMP 93 711-51070 ANCHOR PLATE, AP 1 40.000 EACH 94 714-04733 CULVERT, PRECAST, 3 SIDED, REINFORCED CONCRETE, 137.000 m 95 714-44240 CONCRETE, A, STRUCTURES 48.900 m3 96 715-05019 PIPE, TYPE 1, CIRCULAR, 900 mm 443.000 m SCHEDULE OF PAY ITEMS PAGE 3 CALL ORDER : 131 CONTRACT ID : IR-28200-A LETTING DATE : ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 NEW BR, COMP.CONT.PRES.CONC. BULB T- BEAM 97 715-05048 PIPE, TYPE 4, CIRCULAR, 150 mm 31,656.000 m 98 715-05053 PIPE, UNDERDRAIN OUTLET, 150 mm 3,308.000 m 99 715-05119 PIPE, TYPE 1, CIRCULAR, 375 mm 77.000 m 100 715-05121 PIPE, TYPE 1, CIRCULAR, 450 mm 92.000 m 101 715-05123 PIPE, TYPE 1, CIRCULAR, 600 mm 201.000 m 102 715-05128 PIPE, TYPE 1, CIRCULAR, 1200 mm 429.000 m 103 715-05151 PIPE, TYPE 2, CIRCULAR, 375 mm 1,702.000 m 104 715-05152 PIPE, TYPE 2, CIRCULAR, 450 mm 227.000 m 105 715-05153 PIPE, TYPE 2, CIRCULAR, 525 mm 163.000 m 106 715-05154 PIPE, TYPE 2, CIRCULAR, 600 mm 144.000 m 107 715-05263 PIPE, TYPE 1, DEFORMED, MIN. AREA 2.73 m2 120.000 m 108 715-06004 CONCRETE ANCHOR, 1200 mm 6.000 EACH 109 715-06939 CONCRETE ANCHOR, MIN. AREA 2.73 m2 6.000 EACH 110 715-09219 PIPE EXTENSION, DEFORMED, MIN. AREA 8.0 m2 26.000 m 111 715-46005 PIPE END SECTION, 375 mm 52.000 EACH 112 715-46010 PIPE END SECTION, 450 mm 7.000 EACH 113 715-46015 PIPE END SECTION, 525 mm 1.000 EACH 114 715-46020 PIPE END SECTION, 600 mm 3.000 EACH 115 715-46040 PIPE END SECTION, 900 mm 8.000 EACH 116 718-06528 OUTLET PROTECTOR, 1 380.000 EACH 117 718-06532 VIDEO INSPECTION FOR UNDERDRAINS 3,000.000 m 118 718-52610 AGGREGATE FOR UNDERDRAINS 5,967.000 m3 119 718-99153 GEOTEXTILES FOR UNDERDRAIN 67,665.000 m2 120 720-45030 INLET, E7 4.000 EACH 121 720-45045 INLET, J10 1.000 EACH 122 720-45065 INLET, N12 47.000 EACH 123 720-45250 CATCH BASIN, K10 3.000 EACH 124 720-94612 MANHOLE, K4 1.000 EACH 125 728-98377 MASONRY COATING LUMP LUMP 126 731-93945 FACE PANELS, CONCRETE 1,862.000 m2 127 731-93946 WALL ERECTION 1,862.000 m2 128 731-93947 LEVELING PAD, CONCRETE 273.000 m 129 801-06203 TEMPORARY PAVEMENT MARKING, 100 mm 3,556.000 m 130 801-06207 TEMPORARY PAVEMENT MARKING, REMOVABLE, 100 mm 7,647.000 m 131 801-06640 CONSTRUCTION SIGN, A 6.000 EACH 132 801-06645 CONSTRUCTION SIGN, B 4.000 EACH 133 801-06775 MAINTAINING TRAFFIC LUMP LUMP 134 801-07118 BARRICADE, III-A 36.000 m 135 802-05701 SIGN POST, SQUARE, 1, REINFORCED ANCHOR BASE 240.000 m 136 802-05702 SIGN POST, SQUARE, 2, REINFORCED ANCHOR BASE 87.000 m 137 802-05703 SIGN POST, SQUARE, 3, REINFORCED ANCHOR BASE 39.000 m 138 802-07057 SIGN, PANEL, WITH LEGEND 203.000 m2 139 802-07151 WIDE FLANGE SIGN POST SUPPORT FOUNDATION, VII 8.000 EACH 140 802-07154 WIDE FLANGE SIGN POST SUPPORT FOUNDATION, XII 12.000 EACH 141 802-07158 CANTILEVER TRAFFIC SIGN SUPPORT FOUNDATION, I 2.000 EACH 142 802-08456 WIDE FLANGE SIGN POST SUPPORT 4.000 EACH 143 802-76025 SIGN, SHEET, ENCAPSULATED LENS WITH LEGEND, 2.03 mm 8.000 m2 144 802-76035 SIGN, SHEET, ENCAPSULATED LENS WITH LEGEND 2.54 mm THICKNESS 44.000 m2 SCHEDULE OF PAY ITEMS PAGE 4 CALL ORDER : 131 CONTRACT ID : IR-28200-A LETTING DATE : ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 NEW BR, COMP.CONT.PRES.CONC. BULB T- BEAM 145 802-76045 SIGN, SHEET ENCAPSULATED LENS WITH LEGEND, 3.18 mm THICKNESS 13.000 m2 146 802-76095 STRUCTURAL STEEL, BREAKAWAY 3,712.000 kg 147 802-76140 OVERHEAD SIGN STRUCTURE, CANTILEVER DOUBLE ARM 2.000 EACH 148 802-76175 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT ASSEMBLY 14.000 m 149 808-03631 LINE, EPOXY, SOLID, WHITE, 100 mm 16,936.000 m 150 808-03632 LINE, EPOXY, SOLID, YELLOW, 100 mm 16,898.000 m 151 808-05534 LINE, EPOXY, SOLID, WHITE, 200 mm 830.000 m 152 808-06703 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm 2,199.000 m 153 808-06716 LINE, REMOVE 5,994.000 m 154 808-07591 LINE, EPOXY, SOLID, WHITE, 600 mm 97.000 m 155 808-74805 TRANSVERSE MARKINGS, EPOXY, STOP LINE, 600 mm 47.000 m 156 808-74807 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE INDICATIONS ARROWS 4.000 EACH 157 808-74808 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD (ONLY) 2.000 EACH 158 808-74811 LINE, EPOXY, BROKEN, WHITE, 125 mm 3,499.000 m 159 808-75245 LINE, THERMOPLASTIC, SOLID, YELLOW, 100mm 2,125.000 m 160 808-75998 SNOWPLOWABLE RAISED PAVEMENT MARKER 865.000 EACH 161 808-98000 LINE, EPOXY, SOLID, YELLOW, 200 mm 137.000 m SCHEDULE OF PAY ITEMS PAGE 5 CALL ORDER : 141 CONTRACT ID : IR-28982-A LETTING DATE : ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 SIGN MODERNIZATION 1 105-06845 CONSTRUCTION ENGINEERING LUMP LUMP 2 105-06899 RADIO 4.000 EACH 3 105-07040 FIELD OFFICE, C 19.000 MOS 4 105-08523 RADIO SERVICE 76.000 MOS 5 105-08524 CELLULAR TELEPHONE/RADIO, ADDITIONAL 1.000 DOL 6 105-09198 LAPTOP COMPUTER SYSTEM 64.000 MOS 7 105-09199 FIELD OFFICE INTERNET SERVICE 64.000 MOS 8 108-01614 PARTNERING OVERHEAD LUMP LUMP 9 109-08359 LIQUIDATED DAMAGES 0.200 DOL 10 109-08360 CONTRACT LIENS 0.200 DOL 11 109-08441 QUALITY ADJUSTMENTS, PCCP 1.000 DOL 12 109-08443 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC 1.000 DOL 13 109-08444 QUALITY ADJUSTMENTS, FAILED MATERIALS 1.000 DOL 14 109-08463 PROJECT ESTIMATE ADJUSTMENT 0.200 DOL 15 110-01001 MOBILIZATION AND DEMOBILIZATION LUMP LUMP 16 201-52370 CLEARING RIGHT OF WAY LUMP LUMP 17 202-02240 PAVEMENT REMOVAL 74,545.000 SYS 18 202-02241 GUARDRAIL, REMOVE 10,174.000 LFT 19 202-02271 HEADWALL, REMOVE 1.000 EACH 20 202-02272 PAVED SIDE DITCH, REMOVE 4,225.000 LFT 21 202-02278 CURB, CONCRETE, REMOVE 1,420.000 LFT 22 202-51330 PRESENT STRUCTURE, REMOVE LUMP LUMP 23 202-51368 SLOPEWALL, REMOVE 550.000 SYS 24 202-74040 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE 7.000 EACH 25 202-74045 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE 56.000 EACH 26 202-74050 SIGN, OVERHEAD, REMOVE 3.000 EACH 27 202-74055 OVERHEAD SIGN STRUCTURE, BOX TRUSS, REMOVE 3.000 EACH 28 202-74080 OVERHEAD SIGN STRUCTURE, CANTILEVER, REMOVE 6.000 EACH 29 202-91840 FENCE, CHAIN LINK, REMOVE 300.000 LFT 30 202-93741 GUARD RAIL END TREATMENT, REMOVE 13.000 EACH 31 202-93763 LIGHT STANDARD AND FOUNDATION, REMOVE 62.000 EACH 32 202-94793 BARRIER, MEDIAN, CONCRETE, REMOVE 61.000 LFT 33 202-95027 IMPACT ATTENUATOR, REMOVE 1.000 EACH 34 202-95579 SERVICE POINT, REMOVE 3.000 EACH 35 202-99187 FENCE, FARM FIELD, REMOVE 10,150.000 LFT 36 203-02000 EXCAVATION, COMMON 222,280.000 CYS 37 203-02070 BORROW 5,210.000 CYS 38 203-02100 EXCAVATION, PEAT 187.000 CYS 39 204-02290 SETTLEMENT PLATE 8.000 EACH 40 205-03371 SEDIMENT, REMOVE 1,421.000 CYS 41 205-06931 TEMPORARY CHECK DAM, REVETMENT RIPRAP 663.000 TON 42 205-06933 TEMPORARY DITCH INLET PROTECTION 19.000 EACH 43 205-06936 TEMPORARY SEDIMENT TRAP 1,116.000 TON 44 205-06937 TEMPORARY SILT FENCE 9,907.000 LFT 45 206-51230 EXCAVATION, FOUNDATION, UNCLASSIFIED 195.000 CYS 46 206-93520 TEMPORARY SHEET PILING 6,000.000 SFT 47 207-08262 SUBGRADE TREATMENT, TYPE I 48,973.000 SYS 48 207-08263 SUBGRADE TREATMENT, TYPE IA 55,930.000 SYS SCHEDULE OF PAY ITEMS PAGE 6 CALL ORDER : 141 CONTRACT ID : IR-28982-A LETTING DATE : ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 SIGN MODERNIZATION 49 207-08267 SUBGRADE TREATMENT, TYPE IIIA 13,799.000 SYS 50 208-09232 REINFORCED STEEPENED SLOPE 1,820.000 SFT 51 210-08372 ROADWAY WEATHER INFORMATION SYSTEM 1.000 EACH 52 211-02050 B BORROW 38,420.000 CYS 53 211-06467 AGGREGATE FOR END BENT BACKFILL 402.600 CYS 54 211-07454 STRUCTURE BACKFILL 76,247.000 CYS 55 301-07448 COMPACTED AGGREGATE, NO. 53, BASE 85,187.000 TON 56 302-06464 SUBBASE FOR PCCP 26,224.000 CYS 57 302-07455 DENSE GRADED SUBBASE 278.000 CYS 58 303-01180 COMPACTED AGGREGATE, NO. 53 44.000 TON 59 306-08033 MILLING, ASPHALT, 1 IN. 5,407.000 SYS 60 306-08043 MILLING, TRANSITION 67.000 SYS 61 402-07432 HMA SURFACE, TYPE A 312.000 TON 62 402-07434 HMA SURFACE, TYPE C 1,253.000 TON 63 402-07435 HMA INTERMEDIATE, TYPE A 423.000 TON 64 402-07439 HMA INTERMEDIATE, TYPE C 1,353.000 TON 65 402-07440 HMA BASE, TYPE A 220.000 TON 66 402-07442 HMA BASE, TYPE C 6,162.000 TON 67 402-07453 HMA FOR TEMPORARY PAVEMENT 18.000 TON 68 406-05520 ASPHALT FOR TACK COAT 13.280 TON 69 501-06266 PROFILOGRAPH, PCCP LUMP LUMP 70 501-06323 QC/QA-PCCP, 12 IN. 43,569.000 SYS 71 501-06727 CORING, PCCP LUMP LUMP 72 501-08544 QC/QA-PCCP, 16 IN. 52,997.000 SYS 73 503-05240 D-1 CONTRACTION JOINT 53,610.000 LFT 74 503-05310 TERMINAL JOINT 909.000 LFT 75 601-01522 GUARDRAIL TRANSITION TYPE TGB 4.000 EACH 76 601-06037 GUARDRAIL END TREATMENT, I 2.000 EACH 77 601-06238 IMPACT ATTENUATOR, R1, W1, TL-3 7.000 EACH 78 601-06246 IMPACT ATTENUATOR, R2, W1, TL-3 2.000 EACH 79 601-06247 IMPACT ATTENUATOR, R2, W2, TL-3 1.000 EACH 80 601-06421 IMPACT ATTENUATOR SPARE PARTS PACKAGE, R1, W1, TL-3 2.000 EACH 81 601-06454 IMPACT ATTENUATOR SPARE PARTS PACKAGE, R2, W1, TL-3 2.000 EACH 82 601-06455 IMPACT ATTENUATOR SPARE PARTS PACKAGE, R2, W2, TL-3 2.000 EACH 83 601-99105 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING 1,638.000 LFT 84 602-06729 BARRIER DELINEATOR 565.000 EACH 85 602-06944 BARRIER, CONCRETE, 33 IN. 2,426.000 LFT 86 602-06945 BARRIER, CONCRETE, 45 IN. 6,320.000 LFT 87 603-06045 FENCE, CHAIN LINK, 48 IN. 10,450.000 LFT 88 604-07903 CURB RAMP, CONCRETE, K 11.000 SYS 89 604-91531 SIDEWALK, CONCRETE, 4 IN. 1,230.000 SYS 90 605-06150 CURB AND GUTTER, C, CONCRETE 1,843.000 LFT 91 607-06370 PAVED SIDE DITCH, H 440.000 LFT 92 609-06257 REINFORCED CONCRETE BRIDGE APPROACH, 10 IN. 284.200 SYS 93 609-08229 REINFORCED CONCRETE BRIDGE APPROACH 1,383.800 SYS 94 615-06505 MONUMENT, B 2.000 EACH 95 615-06510 MONUMENT, C 11.000 EACH 96 615-06515 MONUMENT, D 50.000 EACH SCHEDULE OF PAY ITEMS PAGE 7 CALL ORDER : 141 CONTRACT ID : IR-28982-A LETTING DATE : ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 SIGN MODERNIZATION 97 616-02320 GEOTEXTILES 8,817.500 SYS 98 616-05688 RIPRAP, CLASS 1 1,546.000 TON 99 616-05689 RIPRAP, CLASS 2 275.000 TON 100 616-06405 RIPRAP, REVETMENT 3,973.000 TON 101 616-06451 RIPRAP, UNIFORM 775.000 TON 102 621-01004 MOBILIZATION AND DEMOBILIZATION FOR SEEDING 10.000 EACH 103 621-02770 EROSION CONTROL BLANKET 12,264.000 SYS 104 621-06545 FERTILIZER 13.900 TON 105 621-06554 SEED MIXTURE, U 5,134.000 LBS 106 621-06565 MULCHING MATERIAL 68.300 TON 107 621-06567 WATER 280.600 kGAL 108 621-06574 SODDING 7,639.000 SYS 109 621-06575 SODDING, NURSERY 1,552.000 SYS 110 701-01814 MOBILIZATION FOR DYNAMIC PILE MONITORING AND EQUIPMENT 2.000 EACH 111 701-02139 PILE, STEEL SHELL, O.375 IN., 14 IN. 3,453.000 LFT 112 701-06011 DYNAMIC PILE LOAD TEST 5.000 EACH 113 701-06012 TEST PILE, RESTRIKE 5.000 EACH 114 701-06027 TEST PILE 5.000 EACH 115 701-95780 PILE, STEEL H, HP 12 X 74 4,894.000 LFT 116 702-51005 CONCRETE, A, SUBSTRUCTURE 216.200 CYS 117 702-51015 CONCRETE, B, FOOTINGS 302.700 CYS 118 702-51863 FIELD DRILLED HOLE IN CONCRETE 1,160.000 EACH 119 702-90915 CONCRETE, A 535.000 CYS 120 703-01540 THREADED TIE BAR ASSEMBLY 75.000 EACH 121 703-06028 REINFORCING BARS 29,970.000 LBS 122 703-06029 REINFORCING BARS, EPOXY COATED 465,508.000 LBS 123 703-97936 THREADED TIE BAR ASSEMBLY, EPOXY COATED 2,299.000 EACH 124 704-51002 CONCRETE, C, SUPERSTRUCTURE 1,419.700 CYS 125 706-08496 REINFORCED CONCRETE MOMENT SLAB, 12 IN. 5,987.000 SYS 126 706-08504 REINFORCED CONCRETE MOMENT SLAB, 16 IN. 3,318.000 SYS 127 706-51020 CONCRETE, C, RAILING 168.100 CYS 128 706-51025 CONCRETE, C, RAILING 398.000 LFT 129 706-51025 CONCRETE, C, RAILING 6,089.000 LFT 130 707-08643 STRUCTURAL MEMBERS, CONCRETE BULB-T 1,854.900 LFT 131 709-51821 SURFACE SEAL LUMP LUMP 132 709-51821 SURFACE SEAL LUMP LUMP 133 709-51821 SURFACE SEAL LUMP LUMP 134 711-51038 STRUCTURAL STEEL LUMP LUMP 135 714-44240 CONCRETE, A, STRUCTURES 49.000 CYS 136 715-05019 PIPE, TYPE 1, CIRCULAR, 36 IN. 94.000 LFT 137 715-05048 PIPE, TYPE 4, CIRCULAR, 6 IN. 20,949.000 LFT 138 715-05053 PIPE, UNDERDRAIN OUTLET, 6 IN. 1,941.000 LFT 139 715-05122 PIPE, TYPE 1, CIRCULAR, 21 IN. 77.000 LFT 140 715-05123 PIPE, TYPE 1, CIRCULAR, 24 IN. 139.000 LFT 141 715-05125 PIPE, TYPE 1, CIRCULAR, 30 IN. 153.000 LFT 142 715-05127 PIPE, TYPE 1, CURCULAR, 42 IN. 145.000 LFT 143 715-05128 PIPE, TYPE 1, CIRCULAR, 48 IN. 194.000 LFT 144 715-05149 PIPE, TYPE 2, CIRCULAR, 12 IN. 3,856.000 LFT SCHEDULE OF PAY ITEMS PAGE 8 CALL ORDER : 141 CONTRACT ID : IR-28982-A LETTING DATE : ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 SIGN MODERNIZATION 145 715-05151 PIPE, TYPE 2, CIRCULAR, 15 IN. 752.000 LFT 146 715-05152 PIPE, TYPE 2, CIRCULAR, 18 IN. 356.000 LFT 147 715-05154 PIPE, TYPE 2, CIRCULAR, 24 IN. 313.000 LFT 148 715-05233 PIPE, TYPE 1, DEFORMED, 3.3 SQ. FT. 99.000 LFT 149 715-05422 PIPE, SLOTTED DRAIN, 12 IN. 1,504.000 LFT 150 715-05842 CONCRETE ANCHOR, 42 IN. 2.000 EACH 151 715-06004 CONCRETE ANCHOR, 48 IN. 4.000 EACH 152 715-06471 PIPE END SECTION, MIN. AREA 3.3 SQ. FT. 4.000 EACH 153 715-08069 CONCRETE ANCHOR, MIN. AREA 5.1 SQ. FT. 2.000 EACH 154 715-08447 PIPE, TYPE 1, DEFORMED, MIN. AREA 5.1 SQ. FT. 68.000 LFT 155 715-46000 PIPE END SECTION, 12 IN. 37.000 EACH 156 715-46005 PIPE END SECTION, 15 IN. 4.000 EACH 157 715-46010 PIPE END SECTION, 18 IN. 5.000 EACH 158 715-46015 PIPE END SECTION, 21 IN. 2.000 EACH 159 715-46020 PIPE END SECTION, 24 IN. 3.000 EACH 160 715-46030 PIPE END SECTION, 30 IN. 2.000 EACH 161 715-46035 PIPE END SECTION, 33 IN. 2.000 EACH 162 718-06529 OUTLET PROTECTOR, 2 63.000 EACH 163 718-06532 VIDEO INSPECTION FOR UNDERDRAINS 3,281.000 LFT 164 718-52610 AGGREGATE FOR UNDERDRAINS 2,023.000 CYS 165 718-99153 GEOTEXTILES FOR UNDERDRAIN 18,560.000 SYS 166 720-07299 INLET TYPE H 15.000 EACH 167 720-07300 INLET TYPE H, WITH SLOTTED DRAIN 17.000 EACH 168 720-07301 INLET TYPE HA 22.000 EACH 169 720-07301 INLET TYPE HA 3.000 EACH 170 720-07302 INLET TYPE HA, WITH SLOTTED DRAIN 27.000 EACH 171 720-45030 INLET, E7 6.000 EACH 172 720-45410 MANHOLE, C4 4.000 EACH 173 720-90984 MANHOLE, C2 13.000 EACH 174 720-96422 INLET, A, MODIFIED 37.000 EACH 175 720-98174 INLET, B15 4.000 EACH 176 720-98555 INLET, C15 4.000 EACH 177 724-51925 STRUCTURAL EXPANSION JOINT, SS 102.500 LFT 178 726-99095 BEARING ASSEMBLY, ELASTOMERIC, I 10.000 EACH 179 728-98377 MASONRY COATING LUMP LUMP 180 728-98377 MASONRY COATING LUMP LUMP 181 728-98377 MASONRY COATING LUMP LUMP 182 731-93945 FACE PANELS, CONCRETE 118,804.000 SFT 183 731-93946 WALL ERECTION 118,804.000 SFT 184 731-93947 LEVELING PAD, CONCRETE 6,361.000 LFT 185 732-07653 COARSE AGGREGATE, NO. 8 3,987.000 TON 186 801-01504 TEMPORARY PAVEMENT MESSAGE MARKING, LANE INDICATION ARROW 4.000 EACH 187 801-01851 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS LUMP LUMP 188 801-03290 CONSTRUCTION SIGN, C 4.000 EACH 189 801-03291 CONSTRUCTION SIGN, D 2.000 EACH 190 801-04308 ROAD CLOSURE SIGN ASSEMBLY 3.000 EACH 191 801-06201 TEMPORARY PANEL SIGNS 2,366.000 SYS 192 801-06202 TEMPORARY PANEL SIGN SUPPORTS 840.000 LFT SCHEDULE OF PAY ITEMS PAGE 9 CALL ORDER : 141 CONTRACT ID : IR-28982-A LETTING DATE : ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 SIGN MODERNIZATION 193 801-06203 TEMPORARY PAVEMENT MARKING, 4 IN. 5,538.000 LFT 194 801-06207 TEMPORARY PAVEMENT MARKING, REMOVABLE, 4 IN. 46,900.000 LFT 195 801-06208 TEMPORARY PAVEMENT MARKING, REMOVABLE, 5 IN. 2,203.000 LFT 196 801-06212 TEMPORARY PAVEMENT MESSAGE MARKING, REMOVABLE, WORD (ONLY) 2.000 EACH 197 801-06216 TEMPORARY TRANSVERSE PAVEMENT MARKING, 24 IN. 74.000 LFT 198 801-06218 TEMPORARY TRANSVERSE PAVMENT MARKING, REMOVABLE, 24 IN. 24.000 LFT 199 801-06625 DETOUR ROUTE MARKER ASSEMBLY 111.000 EACH 200 801-06640 CONSTRUCTION SIGN, A 63.000 EACH 201 801-06645 CONSTRUCTION SIGN, B 6.000 EACH 202 801-06710 FLASHING ARROW SIGN 300.000 DAY 203 801-06775 MAINTAINING TRAFFIC LUMP LUMP 204 801-07023 ENERGY ABSORBING TERMINAL, CZ, TL-2 4.000 EACH 205 801-07024 ENERGY ABSORBING TERMINAL, CZ, TL-3 5.000 EACH 206 801-07118 BARRICADE, III-A 336.000 LFT 207 801-07119 BARRICADE, III-B 72.000 LFT 208 801-08401 TEMPORARY TRAFFIC BARRIER, TYPE 2 16,696.000 LFT 209 801-08402 TEMPORARY TRAFFIC BARRIER, TYPE 3 7,201.000 LFT 210 801-08508 TEMPORARY TRAFFIC BARRIER, TYPE 2, ANCHORED 2,098.000 LFT 211 801-08509 TEMPORARY TRAFFIC BARRIER, TYPE 3, ANCHORED 379.000 LFT 212 801-09133 TEMPORARY CHANGEABLE MESSAGE SIGN 3.000 EACH 213 802-04314 SIGN 33.000 EACH 214 802-04893 REFERENCE POST 20.000 EACH 215 802-05701 SIGN POST, SQUARE, 1, REINFORCED ANCHOR BASE 473.000 LFT 216 802-05702 SIGN POST, SQUARE, 2, REINFORCED ANCHOR BASE 570.000 LFT 217 802-07057 SIGN, PANEL, WITH LEGEND 5,057.000 SFT 218 802-07101 SIGN LIGHTING SYSTEM, TRACK, BOX TRUSS 12.000 EACH 219 802-07102 SIGN LIGHTING SYSTEM, TRACK, CANTILEVER 2.000 EACH 220 802-07151 WIDE FLANGE SIGN POST SUPPORT FOUNDATION, VII 10.000 EACH 221 802-07158 CANTILEVER TRAFFIC SIGN SUPPORT FOUNDATION, I 1.000 EACH 222 802-07268 OVERHEAD BALANCED CANTILEVER SIGN STRUCTURE FOUNDATION, 1.000 EACH 223 802-09206 BOX TRUSS SIGN STRUCTURE FOUNDATION, 2.000 EACH 224 802-09207 BOX TRUSS SIGN STRUCTURE FOUNDATION, 2.000 EACH 225 802-09208 BOX TRUSS SIGN STRUCTURE FOUNDATION, 5.000 EACH 226 802-09209 BOX TRUSS SIGN STRUCTURE FOUNDATION, 2.000 EACH 227 802-09210 BOX TRUSS SIGN STRUCTURE FOUNDATION, 2.000 EACH 228 802-09211 BOX TRUSS SIGN STRUCTURE FOUNDATION, 8.000 EACH 229 802-09221 BOX TRUSS SIGN STRUCTURE, TYPE 2.000 EACH 230 802-09222 BOX TRUSS SIGN STRUCTURE, TYPE B 1.000 EACH 231 802-09223 BOX TRUSS SIGN STRUCTURE, TYPE C 1.000 EACH 232 802-09224 BOX TRUSS SIGN STRUCTURE, TYPE D 4.000 EACH 233 802-09225 BOX TRUSS SIGN STRUCTURE, TYPE E 2.000 EACH 234 802-09226 BOX TRUSS SIGN STRUCTURE, TYPE F 1.000 EACH 235 802-76025 SIGN, SHEET, ENCAPSULATED LENS WITH LEGEND, 0.080 IN. 60.500 SFT 236 802-76035 SIGN, SHEET, ENCAPSULATED LENS WITH LEGEND, 0.100 IN. 959.000 SFT 237 802-76055 SIGN POST, A 78.000 LFT 238 802-76095 STRUCTURAL STEEL, BREAKAWAY 1,547.000 LBS 239 802-76140 OVERHEAD SIGN STRUCTURE, CANTILEVER DOUBLE ARM 1.000 EACH 240 802-76160 BRIDGE BRACKET ASSEMBLY 2.000 EACH SCHEDULE OF PAY ITEMS PAGE 10 CALL ORDER : 141 CONTRACT ID : IR-28982-A LETTING DATE : ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 SIGN MODERNIZATION 241 802-76205 SIGN MODIFICATION (OVERHEAD) 1.000 EACH 242 802-76235 INSTALL OVERHEAD SIGN 2.000 EACH 243 802-93389 BARRIER WALL SIGN BRACKET, SHOULDER 2.000 EACH 244 802-94494 SIGN STRUCTURE, OVERHEAD, RELOCATE 2.000 EACH 245 804-06770 DELINEATOR POST 159.000 EACH 246 805-02971 ELECTRICAL SERVICE LUMP LUMP 247 805-04973 CONDUIT 9,267.000 LFT 248 805-04977 MICROLOOP 3.000 EACH 249 805-04977 MICROLOOP 4.000 EACH 250 805-06592 CONDUIT, STEEL, GALVANIZED, 2 IN. 1,226.000 LFT 251 805-06600 CONDUIT, PVC, 3 IN. 857.000 LFT 252 805-07074 ITS CONTROLLER CABINET 3.000 EACH 253 805-07075 ITS CABINET FOUNDATION 2.000 EACH 254 805-86820 CONCRETE FOUNDATION WITH GROUNDING, 30 IN. X 30 IN. X 96 IN. 8.000 EACH 255 805-86889 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED COPPER 896.000 LFT 256 805-86920 MULTIPLE COMPRESSION FITTING, NOT WATERPROOFED 64.000 EACH 257 805-86955 CABLE DUCT MARKER 17.000 EACH 258 805-95209 TRUCK, TOW 60.000 DAY 259 805-98335 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN TRENCH, 4 1/C 17,950.000 LFT 260 805-98336 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN CONDUIT, 4 1/C 900.000 LFT 261 807-01122 LIGHT POLE, HIGH MAST, RELOCATE 6.000 EACH 262 807-02191 HANDHOLE, LIGHTING 10.000 EACH 263 807-02603 LIGHT STANDARD, RELOCATE 8.000 EACH 264 807-04309 PORTABLE TOWER LIGHTING DRIVE SYSTEM 1.000 EACH 265 807-82058 UNDERPASS CIRCUIT INSTALLATION, 8 LUMINAIRES 3.000 EACH 266 807-82400 LIGHT POLE, HIGH MAST, 125 FT. E.M.H. 3.000 EACH 267 807-86665 LUMINAIRE, HIGH MAST, 1000 WATT, HIGH PRESSURE SODIUM 54.000 EACH 268 807-86735 UNDERPASS LUMINAIRE PENDANT MOUNTED 150 WATT HIGH PRESSURE 24.000 EACH 269 807-86810 SERVICE POINT, II 3.000 EACH 270 807-86832 CONCRETE FOUNDATION WITH GROUNDING, HIGH MAST TOWER 9.000 EACH 271 807-86910 CONNECTOR KIT, UNFUSED 26.000 EACH 272 807-86915 CONNECTOR KIT, FUSED 41.000 EACH 273 807-86925 MULTIPLE COMPRESSION FITTING, WATERPROOFED 20.000 EACH 274 807-86930 INSULATION LINK, NONWATERPROOFED 49.000 EACH 275 807-86935 INSULATION LINK, WATERPROOFED 40.000 EACH 276 807-86950 SIGN, UNDERPASS, AND ROADWAY LIGHTING LOCATION 40.000 EACH 277 808-03441 PAVEMENT MESSAGE MARKINGS, PAINT, WORD (BIKE) 4.000 EACH 278 808-03442 PAVEMENT MESSAGE MARKINGS, PAINT, BIKE SYMBOL 4.000 EACH 279 808-03631 LINE, EPOXY, SOLID, WHITE, 4 IN. 23,132.000 LFT 280 808-03632 LINE, EPOXY, SOLID, YELLOW, 4 IN. 24,860.000 LFT 281 808-05534 LINE, EPOXY, SOLID, WHITE, 8 IN. 5,993.000 LFT 282 808-05535 TRANSVERSE MARKINGS, EPOXY, SOLID, WHITE, CROSSHATCH LINE, 332.000 LFT 283 808-06713 LINE, PAINT, SOLID, WHITE, 4 IN. 7,109.000 LFT 284 808-06714 LINE, PAINT, SOLID, YELLOW, 4 IN. 1,349.000 LFT 285 808-06716 LINE, REMOVE 49,020.000 LFT 286 808-74805 TRANSVERSE MARKINGS, EPOXY, STOP LINE, 24 IN. 20.000 LFT 287 808-74807 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE INDICATIONS ARROWS 2.000 EACH 288 808-74808 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD (ONLY) 1.000 EACH SCHEDULE OF PAY ITEMS PAGE 11 CALL ORDER : 141 CONTRACT ID : IR-28982-A LETTING DATE : ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 SIGN MODERNIZATION 289 808-74811 LINE, EPOXY, BROKEN, WHITE, 5 IN. 15,887.000 LFT 290 808-75001 LINE, PAINT, BROKEN, WHITE, 5 IN. 998.000 LFT 291 808-75008 LINE, PAINT, SOLID, WHITE, 8 IN. 4,056.000 LFT 292 808-75056 TRANSVERSE MARKINGS, PAINT, SOLID, WHITE, CROSSHATCH LINE, 196.000 LFT 293 808-75998 SNOWPLOWABLE RAISED PAVEMENT MARKER 494.000 EACH SECTION NO. 0002 BRIDGE REPLACEMENT, CONCRETE ALTERNATE 294 105-06845 CONSTRUCTION ENGINEERING LUMP LUMP 295 109-08359 LIQUIDATED DAMAGES 0.200 DOL 296 109-08360 CONTRACT LIENS 0.200 DOL 297 109-08463 PROJECT ESTIMATE ADJUSTMENT 0.200 DOL 298 110-01001 MOBILIZATION AND DEMOBILIZATION LUMP LUMP 299 202-02240 PAVEMENT REMOVAL 51.000 SYS 300 202-94793 BARRIER, MEDIAN, CONCRETE, REMOVE 50.000 LFT 301 206-51230 EXCAVATION, FOUNDATION, UNCLASSIFIED 221.000 CYS 302 207-08263 SUBGRADE TREATMENT, TYPE IA 72.000 SYS 303 211-06467 AGGREGATE FOR END BENT BACKFILL 96.000 CYS 304 211-07454 STRUCTURE BACKFILL 62.000 CYS 305 302-07455 DENSE GRADED SUBBASE 50.000 CYS 306 402-07434 HMA SURFACE, TYPE C 6.000 TON 307 402-07439 HMA INTERMEDIATE, TYPE C 11.000 TON 308 402-07442 HMA BASE, TYPE C 44.000 TON 309 602-06729 BARRIER DELINEATOR 25.000 EACH 310 609-06260 REINFORCED CONCRETE BRIDGE APPROACH, 13 IN. 299.200 SYS 311 616-02320 GEOTEXTILES 163.000 SYS 312 616-51367 SLOPEWALL, CONCRETE, 4 IN. 352.000 SYS 313 701-06011 DYNAMIC PILE LOAD TEST 4.000 EACH 314 701-06012 TEST PILE, RESTRIKE 4.000 EACH 315 701-06027 TEST PILE 4.000 EACH 316 701-95780 PILE, STEEL H, HP 12 X 74 4,435.000 LFT 317 702-51005 CONCRETE, A, SUBSTRUCTURE 307.300 CYS 318 702-51015 CONCRETE, B, FOOTINGS 69.400 CYS 319 703-06028 REINFORCING BARS 30,893.000 LBS 320 703-06029 REINFORCING BARS, EPOXY COATED 162,554.000 LBS 321 704-51002 CONCRETE, C, SUPERSTRUCTURE 446.800 CYS 322 704-51002 CONCRETE, C, SUPERSTRUCTURE 5.200 CYS 323 706-51020 CONCRETE, C, RAILING 88.700 CYS 324 707-01065 POST-TENSIONING LUMP LUMP 325 707-09179 STRUCTURAL MEMBERS, CONCRETE BULB-T BEAM, 1,656.200 LFT 326 709-51821 SURFACE SEAL LUMP LUMP 327 715-05407 PIPE, END BENT DRAIN, 6 IN. 63.000 LFT 328 724-51925 STRUCTURAL EXPANSION JOINT, SS 106.000 LFT 329 728-98377 MASONRY COATING LUMP LUMP SECTION NO. 0003 BRIDGE REPLACEMENT, STEEL ALTERNATE 330 105-06845 CONSTRUCTION ENGINEERING LUMP LUMP SCHEDULE OF PAY ITEMS PAGE 12 CALL ORDER : 141 CONTRACT ID : IR-28982-A LETTING DATE : ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0003 BRIDGE REPLACEMENT, STEEL ALTERNATE 331 109-08359 LIQUIDATED DAMAGES 0.200 DOL 332 109-08360 CONTRACT LIENS 0.200 DOL 333 109-08463 PROJECT ESTIMATE ADJUSTMENT 0.200 DOL 334 110-01001 MOBILIZATION AND DEMOBILIZATION LUMP LUMP 335 202-02240 PAVEMENT REMOVAL 51.000 SYS 336 202-94793 BARRIER, MEDIAN, CONCRETE, REMOVE 50.000 LFT 337 206-51230 EXCAVATION, FOUNDATION, UNCLASSIFIED 221.000 CYS 338 207-08263 SUBGRADE TREATMENT, TYPE IA 74.000 SYS 339 211-06467 AGGREGATE FOR END BENT BACKFILL 100.000 CYS 340 211-07454 STRUCTURE BACKFILL 113.000 CYS 341 302-07455 DENSE GRADED SUBBASE 51.000 CYS 342 402-07434 HMA SURFACE, TYPE C 6.000 TON 343 402-07439 HMA INTERMEDIATE, TYPE C 11.000 TON 344 402-07442 HMA BASE, TYPE C 46.000 TON 345 602-06729 BARRIER DELINEATOR 26.000 EACH 346 609-06259 REINFORCED CONCRETE BRIDGE APPROACH 12 IN. 300.000 SYS 347 616-02320 GEOTEXTILES 89.000 SYS 348 616-51367 SLOPEWALL, CONCRETE, 4 IN. 352.000 SYS 349 701-01814 MOBILIZATION FOR DYNAMIC PILE MONITORING AND EQUIPMENT 1.000 EACH 350 701-06011 DYNAMIC PILE LOAD TEST 4.000 EACH 351 701-06012 TEST PILE, RESTRIKE 4.000 EACH 352 701-06027 TEST PILE 4.000 EACH 353 701-95780 PILE, STEEL H, HP 12 X 74 4,266.000 LFT 354 702-51005 CONCRETE, A, SUBSTRUCTURE 313.200 CYS 355 702-51015 CONCRETE, B, FOOTINGS 69.400 CYS 356 703-06028 REINFORCING BARS 29,317.000 LBS 357 703-06029 REINFORCING BARS, EPOXY COATED 181,857.000 LBS 358 704-51002 CONCRETE, C, SUPERSTRUCTURE 385.400 CYS 359 706-51020 CONCRETE, C, RAILING 89.300 CYS 360 709-51821 SURFACE SEAL LUMP LUMP 361 711-51038 STRUCTURAL STEEL LUMP LUMP 362 715-05407 PIPE, END BENT DRAIN, 6 IN. 63.000 LFT 363 724-51925 STRUCTURAL EXPANSION JOINT, SS 106.000 LFT 364 726-58789 BEARING ASSEMBLY, ELASTOMERIC, II 12.000 EACH 365 728-98377 MASONRY COATING LUMP LUMP SECTION NO. 0004 BRIDGE REPLACEMENT, CONCRETE ALTERNATE 366 105-06845 CONSTRUCTION ENGINEERING LUMP LUMP 367 109-08359 LIQUIDATED DAMAGES 0.200 DOL 368 109-08360 CONTRACT LIENS 0.200 DOL 369 109-08463 PROJECT ESTIMATE ADJUSTMENT 0.200 DOL 370 110-01001 MOBILIZATION AND DEMOBILIZATION LUMP LUMP 371 202-02240 PAVEMENT REMOVAL 48.000 SYS 372 202-94793 BARRIER, MEDIAN, CONCRETE, REMOVE 45.000 LFT 373 206-51230 EXCAVATION, FOUNDATION, UNCLASSIFIED 403.000 CYS 374 207-08263 SUBGRADE TREATMENT, TYPE IA 45.000 SYS 375 211-06467 AGGREGATE FOR END BENT BACKFILL 118.000 CYS SCHEDULE OF PAY ITEMS PAGE 13 CALL ORDER : 141 CONTRACT ID : IR-28982-A LETTING DATE : ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0004 BRIDGE REPLACEMENT, CONCRETE ALTERNATE 376 211-07454 STRUCTURE BACKFILL 233.600 CYS 377 302-07455 DENSE GRADED SUBBASE 48.000 CYS 378 402-07434 HMA SURFACE, TYPE C 4.000 TON 379 402-07439 HMA INTERMEDIATE, TYPE C 7.000 TON 380 402-07442 HMA BASE, TYPE C 28.000 TON 381 602-06729 BARRIER DELINEATOR 42.000 EACH 382 609-06259 REINFORCED CONCRETE BRIDGE APPROACH 12 IN. 279.000 SYS 383 616-02320 GEOTEXTILES 175.000 SYS 384 701-01814 MOBILIZATION FOR DYNAMIC PILE MONITORING AND EQUIPMENT 5.000 EACH 385 701-06011 DYNAMIC PILE LOAD TEST 5.000 EACH 386 701-06012 TEST PILE, RESTRIKE 5.000 EACH 387 701-06027 TEST PILE 5.000 EACH 388 701-95780 PILE, STEEL H, HP 12 X 74 8,968.000 LFT 389 702-51005 CONCRETE, A, SUBSTRUCTURE 336.700 CYS 390 702-51015 CONCRETE, B, FOOTINGS 132.600 CYS 391 703-06028 REINFORCING BARS 61,469.000 LBS 392 703-06029 REINFORCING BARS, EPOXY COATED 302,432.000 LBS 393 703-96512 BAR SPLICE 120.000 EACH 394 704-51002 CONCRETE, C, SUPERSTRUCTURE 974.500 CYS 395 704-51002 CONCRETE, C, SUPERSTRUCTURE 23.100 CYS 396 706-51020 CONCRETE, C, RAILING 189.300 CYS 397 707-01065 POST-TENSIONING LUMP LUMP 398 707-09180 STRUCTURAL MEMBERS, CONCRETE BULB-T BEAM, 3,500.200 LFT 399 709-51821 SURFACE SEAL LUMP LUMP 400 713-51820 TEMPORARY SUPPORT LUMP LUMP 401 724-51925 STRUCTURAL EXPANSION JOINT, SS 99.000 LFT 402 728-98377 MASONRY COATING LUMP LUMP SECTION NO. 0005 BRIDGE REPLACEMENT, STEEL ALTERNATIVE 403 105-06845 CONSTRUCTION ENGINEERING LUMP LUMP 404 109-08359 LIQUIDATED DAMAGES 0.200 DOL 405 109-08360 CONTRACT LIENS 0.200 DOL 406 109-08463 PROJECT ESTIMATE ADJUSTMENT 0.200 DOL 407 110-01001 MOBILIZATION AND DEMOBILIZATION LUMP LUMP 408 202-02240 PAVEMENT REMOVAL 38.000 SYS 409 202-94793 BARRIER, MEDIAN, CONCRETE, REMOVE 40.000 LFT 410 206-51230 EXCAVATION, FOUNDATION, UNCLASSIFIED 349.000 CYS 411 207-08263 SUBGRADE TREATMENT, TYPE IA 45.000 SYS 412 211-06467 AGGREGATE FOR END BENT BACKFILL 127.000 CYS 413 211-07454 STRUCTURE BACKFILL 227.000 CYS 414 302-07455 DENSE GRADED SUBBASE 48.000 CYS 415 402-07434 HMA SURFACE, TYPE C 4.000 TON 416 402-07439 HMA INTERMEDIATE, TYPE C 7.000 TON 417 402-07442 HMA BASE, TYPE C 28.000 TON 418 602-06729 BARRIER DELINEATOR 42.000 EACH 419 609-06259 REINFORCED CONCRETE BRIDGE APPROACH 12 IN. 279.000 SYS 420 616-02320 GEOTEXTILES 182.000 SYS SCHEDULE OF PAY ITEMS PAGE 14 CALL ORDER : 141 CONTRACT ID : IR-28982-A LETTING DATE : ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0005 BRIDGE REPLACEMENT, STEEL ALTERNATIVE 421 701-06011 DYNAMIC PILE LOAD TEST 5.000 EACH 422 701-06012 TEST PILE, RESTRIKE 5.000 EACH 423 701-06027 TEST PILE 5.000 EACH 424 701-93633 OVERSIZED PREDRILLED PILE HOLES 405.000 LFT 425 701-95780 PILE, STEEL H, HP 12 X 74 6,156.000 LFT 426 702-51005 CONCRETE, A, SUBSTRUCTURE 324.100 CYS 427 702-51015 CONCRETE, B, FOOTINGS 90.400 CYS 428 703-06028 REINFORCING BARS 40,392.000 LBS 429 703-06029 REINFORCING BARS, EPOXY COATED 425,534.000 LBS 430 704-51002 CONCRETE, C, SUPERSTRUCTURE 833.000 CYS 431 706-51020 CONCRETE, C, RAILING 189.300 CYS 432 709-51821 SURFACE SEAL LUMP LUMP 433 711-51038 STRUCTURAL STEEL LUMP LUMP 434 724-51925 STRUCTURAL EXPANSION JOINT, SS 99.000 LFT 435 726-58789 BEARING ASSEMBLY, ELASTOMERIC, II 16.000 EACH 436 728-98377 MASONRY COATING LUMP LUMP SECTION NO. 0006 BRIDGE REPLACEMENT, CONCRETE ALTERNATE 437 105-06845 CONSTRUCTION ENGINEERING LUMP LUMP 438 109-08359 LIQUIDATED DAMAGES 0.200 DOL 439 109-08360 CONTRACT LIENS 0.200 DOL 440 109-08463 PROJECT ESTIMATE ADJUSTMENT 0.200 DOL 441 110-01001 MOBILIZATION AND DEMOBILIZATION LUMP LUMP 442 206-51230 EXCAVATION, FOUNDATION, UNCLASSIFIED 264.000 CYS 443 207-08263 SUBGRADE TREATMENT, TYPE IA 72.000 SYS 444 211-06467 AGGREGATE FOR END BENT BACKFILL 83.500 CYS 445 211-07454 STRUCTURE BACKFILL 62.100 CYS 446 302-07455 DENSE GRADED SUBBASE 47.000 CYS 447 402-07434 HMA SURFACE, TYPE C 6.000 TON 448 402-07439 HMA INTERMEDIATE, TYPE C 11.000 TON 449 402-07442 HMA BASE, TYPE C 44.000 TON 450 602-06729 BARRIER DELINEATOR 28.000 EACH 451 609-06260 REINFORCED CONCRETE BRIDGE APPROACH, 13 IN. 277.000 SYS 452 616-02320 GEOTEXTILES 215.000 SYS 453 616-06405 RIPRAP, REVETMENT 56.000 TON 454 616-51367 SLOPEWALL, CONCRETE, 4 IN. 711.000 SYS 455 621-06574 SODDING 32.000 SYS 456 701-06011 DYNAMIC PILE LOAD TEST 4.000 EACH 457 701-06012 TEST PILE, RESTRIKE 4.000 EACH 458 701-06027 TEST PILE 4.000 EACH 459 701-95780 PILE, STEEL H, HP 12 X 74 4,585.000 LFT 460 702-51005 CONCRETE, A, SUBSTRUCTURE 263.200 CYS 461 702-51015 CONCRETE, B, FOOTINGS 69.400 CYS 462 703-06028 REINFORCING BARS 31,347.000 LBS 463 703-06029 REINFORCING BARS, EPOXY COATED 162,804.000 LBS 464 704-51002 CONCRETE, C, SUPERSTRUCTURE 434.900 CYS 465 704-51002 CONCRETE, C, SUPERSTRUCTURE 5.210 CYS SCHEDULE OF PAY ITEMS PAGE 15 CALL ORDER : 141 CONTRACT ID : IR-28982-A LETTING DATE : ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0006 BRIDGE REPLACEMENT, CONCRETE ALTERNATE 466 706-51020 CONCRETE, C, RAILING 92.700 CYS 467 707-01065 POST-TENSIONING LUMP LUMP 468 707-09179 STRUCTURAL MEMBERS, CONCRETE BULB-T BEAM, 1,665.000 LFT 469 709-51821 SURFACE SEAL LUMP LUMP 470 715-05407 PIPE, END BENT DRAIN, 6 IN. 60.000 LFT 471 724-51925 STRUCTURAL EXPANSION JOINT, SS 98.000 LFT 472 728-98377 MASONRY COATING LUMP LUMP SECTION NO. 0007 BRIDGE REPLACEMENT, STEEL ALTERNATE 473 105-06845 CONSTRUCTION ENGINEERING LUMP LUMP 474 109-08359 LIQUIDATED DAMAGES 0.200 DOL 475 109-08360 CONTRACT LIENS 0.200 DOL 476 109-08463 PROJECT ESTIMATE ADJUSTMENT 0.200 DOL 477 110-01001 MOBILIZATION AND DEMOBILIZATION LUMP LUMP 478 202-02240 PAVEMENT REMOVAL 21.000 SYS 479 202-94793 BARRIER, MEDIAN, CONCRETE, REMOVE 35.000 LFT 480 203-02000 EXCAVATION, COMMON 463.000 CYS 481 206-51230 EXCAVATION, FOUNDATION, UNCLASSIFIED 224.000 CYS 482 207-08263 SUBGRADE TREATMENT, TYPE IA 72.000 SYS 483 211-06467 AGGREGATE FOR END BENT BACKFILL 87.000 CYS 484 211-07454 STRUCTURE BACKFILL 137.000 CYS 485 302-07455 DENSE GRADED SUBBASE 47.000 CYS 486 402-07434 HMA SURFACE, TYPE C 6.000 TON 487 402-07439 HMA INTERMEDIATE, TYPE C 106.000 TON 488 402-07442 HMA BASE, TYPE C 44.000 TON 489 602-06729 BARRIER DELINEATOR 28.000 EACH 490 609-06259 REINFORCED CONCRETE BRIDGE APPROACH 12 IN. 277.000 SYS 491 616-02320 GEOTEXTILES 147.000 SYS 492 616-06405 RIPRAP, REVETMENT 56.000 TON 493 616-51367 SLOPEWALL, CONCRETE, 4 IN. 302.000 SYS 494 621-06574 SODDING 32.000 SYS 495 701-01814 MOBILIZATION FOR DYNAMIC PILE MONITORING AND EQUIPMENT 1.000 EACH 496 701-06011 DYNAMIC PILE LOAD TEST 4.000 EACH 497 701-06012 TEST PILE, RESTRIKE 4.000 EACH 498 701-06027 TEST PILE 4.000 EACH 499 701-95780 PILE, STEEL H, HP 12 X 74 4,306.000 LFT 500 702-51005 CONCRETE, A, SUBSTRUCTURE 314.800 CYS 501 702-51015 CONCRETE, B, FOOTINGS 69.400 CYS 502 703-06028 REINFORCING BARS 31,404.000 LBS 503 703-06029 REINFORCING BARS, EPOXY COATED 204,690.000 LBS 504 704-51002 CONCRETE, C, SUPERSTRUCTURE 372.200 CYS 505 706-05732 CONCRETE BRIDGE RAILING TRANSITION, TBC 1.000 EACH 506 706-51020 CONCRETE, C, RAILING 94.000 CYS 507 709-51821 SURFACE SEAL LUMP LUMP 508 711-51038 STRUCTURAL STEEL LUMP LUMP 509 715-05407 PIPE, END BENT DRAIN, 6 IN. 60.000 LFT 510 724-51925 STRUCTURAL EXPANSION JOINT, SS 98.000 LFT SCHEDULE OF PAY ITEMS PAGE 16 CALL ORDER : 141 CONTRACT ID : IR-28982-A LETTING DATE : ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0007 BRIDGE REPLACEMENT, STEEL ALTERNATE 511 726-58789 BEARING ASSEMBLY, ELASTOMERIC, II 4.000 EACH 512 726-99095 BEARING ASSEMBLY, ELASTOMERIC, I 8.000 EACH 513 728-98377 MASONRY COATING LUMP LUMP SECTION NO. 0008 BRIDGE REPLACEMENT, CONCRETE ALTERNATE 514 105-06845 CONSTRUCTION ENGINEERING LUMP LUMP 515 109-08359 LIQUIDATED DAMAGES 0.200 DOL 516 109-08360 CONTRACT LIENS 0.200 DOL 517 109-08463 PROJECT ESTIMATE ADJUSTMENT 0.200 DOL 518 110-01001 MOBILIZATION AND DEMOBILIZATION LUMP LUMP 519 202-02240 PAVEMENT REMOVAL 189.000 SYS 520 202-51330 PRESENT STRUCTURE, REMOVE LUMP LUMP 521 202-94793 BARRIER, MEDIAN, CONCRETE, REMOVE 86.000 LFT 522 203-02000 EXCAVATION, COMMON 1,048.000 CYS 523 206-51230 EXCAVATION, FOUNDATION, UNCLASSIFIED 1,206.000 CYS 524 207-08263 SUBGRADE TREATMENT, TYPE IA 240.000 SYS 525 211-06467 AGGREGATE FOR END BENT BACKFILL 288.000 CYS 526 211-07454 STRUCTURE BACKFILL 462.800 CYS 527 302-07455 DENSE GRADED SUBBASE 198.000 CYS 528 402-07434 HMA SURFACE, TYPE C 20.000 TON 529 402-07439 HMA INTERMEDIATE, TYPE C 33.000 TON 530 402-07442 HMA BASE, TYPE C 146.000 TON 531 602-06729 BARRIER DELINEATOR 51.000 EACH 532 609-08579 REINFORCED CONCRETE BRIDGE APPROACH, 16 IN. 1,178.000 SYS 533 616-02320 GEOTEXTILES 231.800 SYS 534 616-51367 SLOPEWALL, CONCRETE, 4 IN. 929.000 SYS 535 701-01814 MOBILIZATION FOR DYNAMIC PILE MONITORING AND EQUIPMENT 1.000 EACH 536 701-06011 DYNAMIC PILE LOAD TEST 4.000 EACH 537 701-06012 TEST PILE, RESTRIKE 4.000 EACH 538 701-06027 TEST PILE 4.000 EACH 539 701-95780 PILE, STEEL H, HP 12 X 74 15,030.000 LFT 540 702-51005 CONCRETE, A, SUBSTRUCTURE 1,118.500 CYS 541 702-51015 CONCRETE, B, FOOTINGS 208.000 CYS 542 703-06028 REINFORCING BARS 126,414.000 LBS 543 703-06029 REINFORCING BARS, EPOXY COATED 430,008.000 LBS 544 704-51002 CONCRETE, C, SUPERSTRUCTURE 1,452.000 CYS 545 704-51002 CONCRETE, C, SUPERSTRUCTURE 16.900 CYS 546 706-51020 CONCRETE, C, RAILING 184.800 CYS 547 707-01065 POST-TENSIONING LUMP LUMP 548 707-09179 STRUCTURAL MEMBERS, CONCRETE BULB-T BEAM, 5,425.900 LFT 549 709-51821 SURFACE SEAL LUMP LUMP 550 715-05407 PIPE, END BENT DRAIN, 6 IN. 170.000 LFT 551 724-51925 STRUCTURAL EXPANSION JOINT, SS 338.000 LFT 552 728-98377 MASONRY COATING LUMP LUMP SECTION NO. 0009 BRIDGE REPLACEMENT, STEEL ALTERNATE SCHEDULE OF PAY ITEMS PAGE 17 CALL ORDER : 141 CONTRACT ID : IR-28982-A LETTING DATE : ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0009 BRIDGE REPLACEMENT, STEEL ALTERNATE 553 105-06845 CONSTRUCTION ENGINEERING LUMP LUMP 554 109-08359 LIQUIDATED DAMAGES 0.200 DOL 555 109-08360 CONTRACT LIENS 0.200 DOL 556 109-08463 PROJECT ESTIMATE ADJUSTMENT 0.200 DOL 557 110-01001 MOBILIZATION AND DEMOBILIZATION LUMP LUMP 558 202-02240 PAVEMENT REMOVAL 189.000 SYS 559 202-51330 PRESENT STRUCTURE, REMOVE LUMP LUMP 560 202-94793 BARRIER, MEDIAN, CONCRETE, REMOVE 86.000 LFT 561 203-02000 EXCAVATION, COMMON 1,048.000 CYS 562 206-51230 EXCAVATION, FOUNDATION, UNCLASSIFIED 1,088.000 CYS 563 207-08263 SUBGRADE TREATMENT, TYPE IA 240.000 SYS 564 211-06467 AGGREGATE FOR END BENT BACKFILL 313.000 CYS 565 211-07454 STRUCTURE BACKFILL 406.000 CYS 566 302-07455 DENSE GRADED SUBBASE 198.000 CYS 567 402-07434 HMA SURFACE, TYPE C 20.000 TON 568 402-07439 HMA INTERMEDIATE, TYPE C 33.000 TON 569 402-07442 HMA BASE, TYPE C 146.000 TON 570 602-06729 BARRIER DELINEATOR 51.000 EACH 571 609-08579 REINFORCED CONCRETE BRIDGE APPROACH, 16 IN. 1,178.000 SYS 572 616-02320 GEOTEXTILES 266.000 SYS 573 616-51367 SLOPEWALL, CONCRETE, 4 IN. 940.000 SYS 574 701-01814 MOBILIZATION FOR DYNAMIC PILE MONITORING AND EQUIPMENT 1.000 EACH 575 701-06011 DYNAMIC PILE LOAD TEST 4.000 EACH 576 701-06012 TEST PILE, RESTRIKE 4.000 EACH 577 701-06027 TEST PILE 4.000 EACH 578 701-95780 PILE, STEEL H, HP 12 X 74 10,266.000 LFT 579 702-51005 CONCRETE, A, SUBSTRUCTURE 1,142.500 CYS 580 702-51015 CONCRETE, B, FOOTINGS 160.000 CYS 581 703-06028 REINFORCING BARS 107,841.000 LBS 582 703-06029 REINFORCING BARS, EPOXY COATED 657,008.000 LBS 583 704-51002 CONCRETE, C, SUPERSTRUCTURE 1,240.200 CYS 584 706-51020 CONCRETE, C, RAILING 185.300 CYS 585 709-51821 SURFACE SEAL LUMP LUMP 586 711-51038 STRUCTURAL STEEL LUMP LUMP 587 715-05407 PIPE, END BENT DRAIN, 6 IN. 167.000 LFT 588 724-51925 STRUCTURAL EXPANSION JOINT, SS 334.000 LFT 589 726-58789 BEARING ASSEMBLY, ELASTOMERIC, II 30.000 EACH 590 728-98377 MASONRY COATING LUMP LUMP SCHEDULE OF PAY ITEMS PAGE 18 CALL ORDER : 171 CONTRACT ID : R -27713-A LETTING DATE : ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 BEAUTIFICATION/WILDFLOWERS 1 105-06845 CONSTRUCTION ENGINEERING LUMP LUMP 2 109-08359 LIQUIDATED DAMAGES 1.000 DOL 3 109-08360 CONTRACT LIENS 1.000 DOL 4 109-08443 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC 1.000 DOL 5 109-08444 QUALITY ADJUSTMENTS, FAILED MATERIALS 1.000 DOL 6 110-01001 MOBILIZATION AND DEMOBILIZATION LUMP LUMP 7 621-06545 FERTILIZER 11.900 TON 8 622-03761 SEED MIXTURE NO. 1 286.000 LBS 9 622-03762 SEED MIXTURE NO. 2 92.000 LBS 10 622-52436 SIGN, DO NOT MOW OR SPRAY 32.000 EACH 11 624-92647 HERBICIDE TREATMENT 47.400 ACRE 12 801-03290 CONSTRUCTION SIGN, C 4.000 EACH 13 801-06775 MAINTAINING TRAFFIC LUMP LUMP SCHEDULE OF PAY ITEMS PAGE 19 CALL ORDER : 181 CONTRACT ID : R -27714-A LETTING DATE : ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 BEAUTIFICATION/WILDFLOWERS 1 105-06845 CONSTRUCTION ENGINEERING LUMP LUMP 2 109-08359 LIQUIDATED DAMAGES 1.000 DOL 3 109-08360 CONTRACT LIENS 1.000 DOL 4 109-08443 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC 1.000 DOL 5 109-08444 QUALITY ADJUSTMENTS, FAILED MATERIALS 1.000 DOL 6 110-01001 MOBILIZATION AND DEMOBILIZATION LUMP LUMP 7 621-06545 FERTILIZER 8.600 TON 8 622-03761 SEED MIXTURE NO. 1 18.000 LBS 9 622-03762 SEED MIXTURE NO. 2 22.500 LBS 10 622-52436 SIGN, DO NOT MOW OR SPRAY 15.000 EACH 11 624-92647 HERBICIDE TREATMENT 24.300 ACRE 12 801-06775 MAINTAINING TRAFFIC LUMP LUMP SCHEDULE OF PAY ITEMS PAGE 20 CALL ORDER : 191 CONTRACT ID : R -27967-A LETTING DATE : ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 ASPHALT RESURFACE 1 105-06845 CONSTRUCTION ENGINEERING LUMP LUMP 2 105-06899 RADIO 2.000 EACH 3 105-07039 FIELD OFFICE, B 18.000 MOS 4 105-08520 CELLULAR TELEPHONE/RADIO 1.000 EACH 5 105-08521 CELLULAR TELEPHONE/RADIO SERVICE 18.000 MOS 6 105-08523 RADIO SERVICE 36.000 MOS 7 105-08524 CELLULAR TELEPHONE/RADIO, ADDITIONAL 1.000 DOL 8 105-09198 LAPTOP COMPUTER SYSTEM 18.000 MOS 9 105-09199 FIELD OFFICE INTERNET SERVICE 18.000 MOS 10 109-08359 LIQUIDATED DAMAGES 1.000 DOL 11 109-08360 CONTRACT LIENS 1.000 DOL 12 109-08440 QUALITY ADJUSTMENTS, HMA 1.000 DOL 13 109-08443 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC 1.000 DOL 14 109-08444 QUALITY ADJUSTMENTS, FAILED MATERIALS 1.000 DOL 15 110-01001 MOBILIZATION AND DEMOBILIZATION LUMP LUMP 16 201-52370 CLEARING RIGHT OF WAY LUMP LUMP 17 202-02241 GUARDRAIL, REMOVE 7,141.000 LFT 18 202-02272 PAVED SIDE DITCH, REMOVE 10,937.000 LFT 19 202-74035 SIGN, REMOVE 6.000 EACH 20 203-02000 EXCAVATION, COMMON 25,500.000 CYS 21 205-06932 TEMPORARY CHECK DAM, STRAW BALES 1,880.000 LFT 22 205-06936 TEMPORARY SEDIMENT TRAP 372.000 TON 23 205-06937 TEMPORARY SILT FENCE 37,284.000 LFT 24 207-08263 SUBGRADE TREATMENT, TYPE IA 40,722.000 SYS 25 211-07454 STRUCTURE BACKFILL 169.000 CYS 26 301-07448 COMPACTED AGGREGATE, NO. 53, BASE 16,187.000 TON 27 304-07491 HMA PATCHING, TYPE C 2,888.000 TON 28 306-08034 MILLING, ASPHALT, 1 1/2 IN. 2,627.000 SYS 29 306-08042 MILLING, SCARIFICATION/PROFILE 118,468.000 SYS 30 306-08043 MILLING, TRANSITION 2,368.000 SYS 31 401-07320 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm 915.000 TON 32 401-07328 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm 9,424.000 TON 33 401-07379 QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm 12,674.000 TON 34 401-07389 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm 2,760.000 TON 35 406-05521 ASPHALT FOR TACK COAT 248,650.000 SYS 36 601-01128 GUARDRAIL TRANSITION TYPE WGB 8.000 EACH 37 601-01522 GUARDRAIL TRANSITION TYPE TGB 4.000 EACH 38 601-01839 GUARDRAIL TERMINAL SYSTEM, W BEAM, CURVED, 6 2.000 EACH 39 601-01846 GUARDRAIL TERMINAL SYSTEM, W BEAM, CURVED, 3 2.000 EACH 40 601-05586 GUARDRAIL TERMINAL SYSTEM, W BEAM, CURVED, 9 2.000 EACH 41 601-06854 GUARDRAIL, W-BEAM, NESTED 4.000 EACH 42 601-94689 GUARDRAIL END TREATMENT, OS 24.000 EACH 43 601-99105 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING 7,562.000 LFT 44 610-07486 HMA FOR APPROACHES, TYPE A 1,064.000 TON 45 611-02825 MAILBOX ASSEMBLY, TRIPLE 1.000 EACH 46 611-06497 MAILBOX ASSEMBLY, SINGLE 17.000 EACH 47 616-02320 GEOTEXTILES 11,013.000 SYS 48 616-06405 RIPRAP, REVETMENT 3,739.000 TON SCHEDULE OF PAY ITEMS PAGE 21 CALL ORDER : 191 CONTRACT ID : R -27967-A LETTING DATE : ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 ASPHALT RESURFACE 49 616-06451 RIPRAP, UNIFORM 2,059.000 TON 50 621-06553 SEED MIXTURE, R 9,063.000 LBS 51 621-06567 WATER 74.000 kGAL 52 621-06570 TOP SOIL 333.000 CYS 53 621-06574 SODDING 6,709.000 SYS 54 621-06575 SODDING, NURSERY 11,630.000 SYS 55 702-90915 CONCRETE, A 11.000 CYS 56 706-91957 BRIDGE RAILING, THRIE BEAM 50.000 LFT 57 708-95370 JOINT REPAIR 1,620.000 LFT 58 714-99346 CULVERT, PRECAST BOX, REINFORCED CONCRETE, 3 FT. X 2 FT. 54.000 LFT 59 715-03475 SAFETY METAL END SECTION, 4:1, 15 IN. 12.000 EACH 60 715-03476 SAFETY METAL END SECTION, 4:1, 24 IN. 1.000 EACH 61 715-04611 SAFETY METAL END SECTION, 4:1, 12 IN. 1.000 EACH 62 715-05048 PIPE, TYPE 4, CIRCULAR, 6 IN. 100.000 LFT 63 715-05049 PIPE, TYPE 4, CIRCULAR, 8 IN. 100.000 LFT 64 715-05118 PIPE, TYPE 1, CIRCULAR, 12 IN. 6.000 LFT 65 715-05119 PIPE, TYPE 1, CIRCULAR, 15 IN. 4.000 LFT 66 715-05121 PIPE, TYPE 1, CIRCULAR, 18 IN. 6.000 LFT 67 715-05123 PIPE, TYPE 1, CIRCULAR, 24 IN. 94.000 LFT 68 715-05169 PIPE, TYPE 3, CIRCULAR, 15 IN. 478.000 LFT 69 715-05173 PIPE, TYPE 3, CIRCULAR, 24 IN. 217.000 LFT 70 715-05203 PIPE, TYPE 4, CIRCULAR, 4 IN. 100.000 LFT 71 715-46000 PIPE END SECTION, 12 IN. 2.000 EACH 72 715-46005 PIPE END SECTION, 15 IN. 25.000 EACH 73 715-46010 PIPE END SECTION, 18 IN. 2.000 EACH 74 715-46015 PIPE END SECTION, 21 IN. 1.000 EACH 75 715-46020 PIPE END SECTION, 24 IN. 21.000 EACH 76 720-44296 CAP INLET 22.000 EACH 77 730-04830 GRATED BOX END SECTION 1.000 EACH 78 730-04830 GRATED BOX END SECTION 2.000 EACH 79 801-03290 CONSTRUCTION SIGN, C 2.000 EACH 80 801-06203 TEMPORARY PAVEMENT MARKING, 4 IN. 31,200.000 LFT 81 801-06206 TEMPORARY PAVEMENT MARKING, 6 IN. 3,928.000 LFT 82 801-06640 CONSTRUCTION SIGN, A 39.000 EACH 83 801-06645 CONSTRUCTION SIGN, B 47.000 EACH 84 801-06775 MAINTAINING TRAFFIC LUMP LUMP 85 802-04893 REFERENCE POST 10.000 EACH 86 802-05701 SIGN POST, SQUARE, 1, REINFORCED ANCHOR BASE 796.000 LFT 87 802-05702 SIGN POST, SQUARE, 2, REINFORCED ANCHOR BASE 118.000 LFT 88 802-07058 SIGN, SHEET ASSEMBLY, RELOCATE 65.000 EACH 89 802-76025 SIGN, SHEET, ENCAPSULATED LENS WITH LEGEND, 0.080 IN. 6.000 SFT 90 804-76350 DELINEATOR WITH POST, D3, 3 IN. DIA. 10.000 EACH 91 808-03631 LINE, EPOXY, SOLID, WHITE, 4 IN. 74,269.000 LFT 92 808-03632 LINE, EPOXY, SOLID, YELLOW, 4 IN. 33,206.000 LFT 93 808-04896 LINE, EPOXY, BROKEN, YELLOW, 4 IN. 6,329.000 LFT 94 808-06716 LINE, REMOVE 3,036.000 LFT 95 808-74805 TRANSVERSE MARKINGS, EPOXY, STOP LINE, 24 IN. 462.000 LFT 96 808-74809 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD (R X R) 1.000 EACH SCHEDULE OF PAY ITEMS PAGE 22 CALL ORDER : 191 CONTRACT ID : R -27967-A LETTING DATE : ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 ASPHALT RESURFACE 97 808-75998 SNOWPLOWABLE RAISED PAVEMENT MARKER 827.000 EACH SCHEDULE OF PAY ITEMS PAGE 23 CALL ORDER : 201 CONTRACT ID : R -28934-A LETTING DATE : ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 ASPHALT RESURFACE 1 105-06845 CONSTRUCTION ENGINEERING LUMP LUMP 2 105-07039 FIELD OFFICE, B 12.000 MOS 3 105-09198 LAPTOP COMPUTER SYSTEM 36.000 MOS 4 105-09199 FIELD OFFICE INTERNET SERVICE 12.000 MOS 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 13 202-01000 STRUCTURES AND OBSTRUCTIONS, REMOVE LUMP LUMP 14 202-02240 PAVEMENT REMOVAL 102.000 m2 15 202-02241 GUARDRAIL, REMOVE 158.000 m 16 202-02272 PAVED SIDE DITCH, REMOVE 40.000 m 17 202-51328 PRESENT STRUCTURE, REMOVE PORTIONS LUMP LUMP 18 203-02000 EXCAVATION, COMMON 52,002.000 m3 19 203-02070 BORROW 5,061.000 m3 20 203-51223 EXCAVATION, WATERWAY 58.000 m3 21 205-06931 TEMPORARY CHECK DAM, REVETMENT RIPRAP 1,460.000 Mg 22 205-06933 TEMPORARY DITCH INLET PROTECTION 1.000 EACH 23 205-06937 TEMPORARY SILT FENCE 8,617.000 m 24 207-08262 SUBGRADE TREATMENT, TYPE I 166,479.000 m2 25 211-07454 STRUCTURE BACKFILL 3,782.500 m3 26 301-07448 COMPACTED AGGREGATE, NO. 53, BASE 67,131.000 Mg 27 302-07455 DENSE GRADED SUBBASE 26.000 m3 28 303-07449 COMPACTED AGGREGATE, NO. 73 277.000 Mg 29 303-60012 AGGREGATE, 2 534.000 Mg 30 306-08033 MILLING, ASPHALT, 25 mm 142,186.000 m2 31 306-08043 MILLING, TRANSITION 3,238.500 m2 32 401-06264 PROFILOGRAPH, HMA LUMP LUMP 33 401-07320 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm 8,016.000 Mg 34 401-07322 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm 17,346.000 Mg 35 401-07392 QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm 29,138.000 Mg 36 401-07406 QC/QA-HMA, 1, 64, BASE, 25.0 MM 24,449.000 Mg 37 401-93793 WEDGE AND LEVELING 27,126.000 Mg 38 402-07442 HMA BASE, TYPE C 27,125.500 Mg 39 406-05520 ASPHALT FOR TACK COAT 136.000 Mg 40 601-01522 GUARDRAIL TRANSITION TYPE TGB 8.000 EACH 41 601-01700 GUARDRAIL TERMINAL SYSTEM, W BEAM, CURVED, 1 6.000 EACH 42 601-01839 GUARDRAIL TERMINAL SYSTEM, W BEAM, CURVED, 6 2.000 EACH 43 601-01846 GUARDRAIL TERMINAL SYSTEM, W BEAM, CURVED, 3 2.000 EACH 44 601-06854 GUARDRAIL, W-BEAM, NESTED 7.000 EACH 45 601-94689 GUARDRAIL END TREATMENT, OS 22.000 EACH 46 601-97774 GUARDRAIL END TREATMENT, OS, SPARE PARTS PACKAGE 1.000 EACH 47 601-99105 GUARDRAIL, W BEAM, 1.905 m SPACING 818.500 m 48 602-06729 BARRIER DELINEATOR 6.000 EACH SCHEDULE OF PAY ITEMS PAGE 24 CALL ORDER : 201 CONTRACT ID : R -28934-A LETTING DATE : ------------------------------------------------------------------------------------------------------------------------------------ ITEM NO. DESCRIPTION QUANTITY UNITS ------------------------------------------------------------------------------------------------------------------------------------ SECTION NO. 0001 ASPHALT RESURFACE 49 603-06040 FENCE, FARM FIELD, 1190 mm 455.000 m 50 609-06259 REINFORCED CONCRETE BRIDGE APPROACH, 300 mm 174.000 m2 51 610-07486 HMA FOR APPROACHES, TYPE A 3,730.000 Mg 52 611-06497 MAILBOX ASSEMBLY, SINGLE 42.000 EACH 53 611-06498 MAILBOX ASSEMBLY, DOUBLE 1.000 EACH 54 615-06500 MONUMENT, A 39.000 EACH 55 615-06505 MONUMENT, B 25.000 EACH 56 615-06510 MONUMENT, C 1.000 EACH 57 616-02320 GEOTEXTILES 216.000 m2 58 616-05688 RIPRAP, CLASS 1 281.000 Mg 59 616-05689 RIPRAP, CLASS 2 128.000 Mg 60 616-06405 RIPRAP, REVETMENT 978.000 Mg 61 621-01004 MOBILIZATION AND DEMOBILIZATION FOR SEEDING 5.000 EACH 62 621-06545 FERTILIZER 34.200 Mg 63 621-06553 SEED MIXTURE, R 7,220.000 kg 64 621-06565 MULCHING MATERIAL 171.000 Mg 65 621-06574 SODDING 4,670.000 m2 66 702-51863 FIELD DRILLED HOLE IN CONCRETE 72.000 EACH 67 702-90915 CONCRETE, A 69.000 m3 68 703-51030 REINFORCING STEEL 2,156.000 kg 69 703-51032 REINFORCING STEEL, EPOXY COATED 6,970.000 kg 70 704-51002 CONCRETE, C, SUPERSTRUCTURE 11.600 m3 71 706-05732 CONCRETE BRIDGE RAILING TRANSITION, TBC 4.000 EACH 72 706-51020 CONCRETE, C, RAILING 5.200 m3 73 709-51821 SURFACE SEAL LUMP LUMP 74 710-51870 REPOINTING MASONRY IN STRUCTURES 4.000 m2 75 714-01366 CULVERT, PRECAST BOX, REINFORCED CONCRETE, 3000 mm x 1200 mm 65.000 m 76 714-07032 CULVERT, PRECAST BOX, REINFORCED CONCRETE, 4800 mm X 2100 mm 25.500 m 77 714-07892 CULVERT, PRECAST BOX, REINFORCED CONCRETE, 38.000 m 78 714-26702 CULVERT, PRECAST BOX, REINFORCED CONCRETE, 1800 mm x 900 mm 23.000 m 79 714-26708