Ath-/Meg-US 33-23.23/00.00
Athens County · est $99M
Bid dateThursday, April 24—
Athens County · est $99M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 386 more items below.
| Item | Quantity | R1Kokosing Construction Company INC | % of bid |
|---|---|---|---|
| 203E10000 EXCAVATION | 2,027,034 CY | $9.25 | 28% |
| 601E25001 DUMPED ROCK FILL, TYPE A, AS PER PLAN | 74,737 CY | $100 | 11% |
| 624E10000 MOBILIZATION | 1 LS | $5,800,000 | 9% |
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 25,713 CY | $203 | 8% |
| 304E20000 AGGREGATE BASE | 30,920 CY | $99.00 | 5% |
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 11,307 CY | $255 | 4% |
| 515E15130 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 18 EACH | $145,000 | 4% |
| 203E20000 EMBANKMENT | 2,001,587 CY | $1.00 | 3% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 1,221 CY | $1,600 | 3% |
| 442E10080 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 8,811 CY | $219 | 3% |
| 203E35121 GRANULAR MATERIAL, TYPE C, AS PER PLAN | 17,555 CY | $100 | 3% |
| 203E35001 GRANULAR EMBANKMENT, AS PER PLAN | 17,540 CY | $100 | 3% |
| 515E15130 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 12 EACH | $145,000 | 3% |
| 511E45602 CLASS QC4 MASS CONCRETE, SUBSTRUCTURE WITH QC/QA | 776 CY | $2,200 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $1,619,800 | 2% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 717,857 LB | $2.25 | 2% |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 7,433 CY | $214 | 2% |
| 832E30000 EROSION CONTROL | 1,465,573 EACH | $1.00 | 2% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 854 CY | $1,600 | 2% |
| 511E44112 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT NOT INCLUD | 907 CY | $1,500 | 2% |
| Item | Quantity | R1Kokosing Construction Company INC |
|---|---|---|
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $375,000 |
| 202E20010 HEADWALL REMOVED | 10 EACH | $800 |
| 202E23000 PAVEMENT REMOVED | 57,100 SY | $6.00 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 33,197 FT | $10.00 |
| 202E35200 PIPE REMOVED, OVER 24" DIAMETER | 126 FT | $90.00 |
| 202E38000 GUARDRAIL REMOVED | 30,809 FT | $1.90 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 6 EACH | $250 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 5 EACH | $125 |
How to read this. Plan‑pull counts come straight from agency portals. Patterns and confidence scores are derived from comparable lettings (same county, same category, three‑year basis). Confidence is a calibration of past correctness on signals of this shape — not a guarantee of this bid’s outcome. We never round up. More on what Cassandri does →
| 19 EACH |
| $150 |
| 202E42206 ANCHOR ASSEMBLY REMOVED (E-98) | 3 EACH | $150 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 17 EACH | $150 |
| 202E58100 CATCH BASIN REMOVED | 9 EACH | $1,200 |
| 202E75000 FENCE REMOVED | 2,937 FT | $5.00 |
| 202E98000 REMOVAL MISC.: GUARDRAIL REMOVED FOR STORAGE | 1 LS | $10,000 |
| 203E20001 EMBANKMENT, AS PER PLAN | 26,295 CY | $1.00 |
| 204E10000 SUBGRADE COMPACTION | 198,455 SY | $1.80 |
| 204E45000 PROOF ROLLING | 73 HOUR | $250 |
| 208E10000 PRE-BLAST CONDITION SURVEY | 1 LS | $35,000 |
| 208E12000 BLASTING CONSULTANT | 1 LS | $15,000 |
| 208E13000 AIR BLAST AND NOISE CONTROL | 1 LS | $40,000 |
| 208E14000 VIBRATION CONTROL AND MONITORING | 1 LS | $40,000 |
| 208E15000 PRESPLITTING | 7,627 SY | $35.00 |
| 208E16000 HYDROLOGIST | 1 LS | $100,000 |
| 606E15050 GUARDRAIL, TYPE MGS | 37,437.5 FT | $16.98 |
| 606E15400 MGS GUARDRAIL, TYPE 8 | 2,112.5 FT | $25.98 |
| 606E17500 POST END ANCHOR (OR CONCRETE BLOCK END ANCHOR) | 6 EACH | $1,300 |
| 606E20050 ROUNDED END SECTION | 1 EACH | $60.00 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B, MASH 2016 | 8 EACH | $2,300 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 28 EACH | $2,220 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 29 EACH | $1,000 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 24 EACH | $1,970 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 7 EACH | $300 |
| 606E60012 IMPACT ATTENUATOR, TYPE 1 (BIDIRECTIONAL) | 5 EACH | $7,400 |
| 607E15000 FENCE, TYPE 47 | 3,975 FT | $16.58 |
| 609E24510 CURB, TYPE 4-C | 246 FT | $93.00 |
| 622E24000 CONCRETE BARRIER, TYPE D | 443 FT | $180 |
| 622E25000 CONCRETE BARRIER END SECTION, TYPE D | 5 EACH | $4,800 |
| 622E25050 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 3 EACH | $5,000 |
| 623E40500 REFERENCE MONUMENT, TYPE A | 65 EACH | $480 |
| 690E12010 SPECIAL - GEOTEXTILE FABRIC, 712.09, TYPE A | 35,018 SY | $3.25 |
| 601E11000 RIPRAP, TYPE D | 20 SY | $820 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 127 SY | $250 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 271 SY | $100 |
| 601E26000 DUMPED ROCK FILL, TYPE B | 144 CY | $112 |
| 601E32000 ROCK CHANNEL PROTECTION, TYPE A WITH FILTER | 24 CY | $180 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 382 CY | $140 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 86 CY | $170 |
| 601E32300 ROCK CHANNEL PROTECTION, TYPE D WITH FILTER | 918 CY | $170 |
| 659E00100 SOIL ANALYSIS TEST | 11 EACH | $25.00 |
| 659E00300 TOPSOIL | 13,038 CY | $15.00 |
| 659E10000 SEEDING AND MULCHING | 520,175 SY | $0.60 |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 77,384 SY | $0.55 |
| 659E14000 REPAIR SEEDING AND MULCHING | 26,036 SY | $0.60 |
| 659E15000 INTER-SEEDING | 26,036 SY | $0.01 |
| 659E20000 COMMERCIAL FERTILIZER | 72.62 TON | $250 |
| 659E31000 LIME | 107.59 ACRE | $25.00 |
| 659E35000 WATER | 2,109 MGAL | $0.01 |
| 659E40000 MOWING | 131 MSF | $1.00 |
| 670E00700 DITCH EROSION PROTECTION | 135,297 SY | $1.15 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $15,000 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $50,000 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $42,000 |
| 836E10000 SEEDING AND EROSION CONTROL WITH TURF REINFORCING | 6,509 SY | $4.75 |
| 836E10020 SEEDING AND EROSION CONTROL WITH TURF REINFORCING | 3,396 SY | $3.95 |
| 836E10030 SEEDING AND EROSION CONTROL WITH TURF REINFORCING | 1,917 SY | $4.25 |
| 602E20000 CONCRETE MASONRY | 24.3 CY | $4,500 |
| 605E11100 6" SHALLOW PIPE UNDERDRAINS | 49,065 FT | $15.00 |
| 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS | 10,048 FT | $20.00 |
| 605E13402 6" UNCLASSIFIED PIPE UNDERDRAINS FOR SPRINGS | 3,320 FT | $30.00 |
| 605E13500 6" ROCK CUT UNDERDRAINS | 19,008 FT | $18.00 |
| 605E14000 6" BASE PIPE UNDERDRAINS | 26,543 FT | $14.00 |
| 605E31100 AGGREGATE DRAINS | 471 FT | $21.00 |
| 605E32200 AGGREGATE DRAINS FOR SPRINGS | 3,320 FT | $16.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 5,163 FT | $50.00 |
| 611E00900 6" CONDUIT, TYPE B | 100 FT | $54.00 |
| 611E01400 6" CONDUIT, TYPE E | 100 FT | $54.00 |
| 611E01400 6" CONDUIT, TYPE E , 707.31 | 21,155 FT | $6.00 |
| 611E01500 6" CONDUIT, TYPE F | 100 FT | $54.00 |
| 611E01500 6" CONDUIT, TYPE F , 707.33 | 9,516 FT | $42.00 |
| 611E04400 12" CONDUIT, TYPE B | 208 FT | $300 |
| 611E04600 12" CONDUIT, TYPE C | 1,396 FT | $160 |
| 611E05900 15" CONDUIT, TYPE B | 456 FT | $290 |
| 611E06100 15" CONDUIT, TYPE C | 6,781 FT | $160 |
| 611E06400 15" CONDUIT, TYPE D | 147 FT | $110 |
| 611E07400 18" CONDUIT, TYPE B | 1,681 FT | $300 |
| 611E07600 18" CONDUIT, TYPE C | 550 FT | $180 |
| 611E10200 24" CONDUIT, TYPE A, 706.02 | 59 FT | $260 |
| 611E10400 24" CONDUIT, TYPE B | 315 FT | $275 |
| 611E13200 30" CONDUIT, TYPE A | 15 FT | $480 |
| 611E13200 30" CONDUIT, TYPE A 706.02, 707.02, (0.079) ALUMIN | 93 FT | $330 |
| 611E13400 30" CONDUIT, TYPE B | 25 FT | $460 |
| 611E16400 36" CONDUIT, TYPE B | 88 FT | $500 |
| 611E19200 42" CONDUIT, TYPE A | 44 FT | $700 |
| 611E23600 60" CONDUIT, TYPE A | 186 FT | $990 |
| 611E96600 CONDUIT, BORED OR JACKED, 18", 748.06 | 216 FT | $940 |
| 611E98180 CATCH BASIN, NO. 3A | 2 EACH | $7,000 |
| 611E98230 CATCH BASIN, NO. 4 | 46 EACH | $10,000 |
| 611E98470 CATCH BASIN, NO. 2-2B | 5 EACH | $4,900 |
| 611E98505 CATCH BASIN, NO. 2-2C, AS PER PLAN | 10 EACH | $5,100 |
| 611E98510 CATCH BASIN, NO. 2-3 | 1 EACH | $6,500 |
| 611E98540 CATCH BASIN, NO. 2-4 | 2 EACH | $8,800 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 196 EACH | $850 |
| 251E01010 PARTIAL DEPTH PAVEMENT REPAIR (441) | 786 CY | $415 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 33,896 FT | $3.31 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.5" THICKNESS | 6,971 SY | $7.35 |
| 255E11000 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 302 SY | $430 |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 3,224 FT | $3.00 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 4 CY | $2,000 |
| 407E13900 TACK COAT, 702.13 | 10,127 GAL | $4.05 |
| 407E20000 NON-TRACKING TACK COAT | 27,051 GAL | $4.45 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 272 CY | $140 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 143 CY | $290 |
| 441E70201 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (50 CY | $570 |
| 441E70500 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | — | $440 |
| 441E70800 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (1154 CY | $330 |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 1,353 CY | $263 |
| 617E10100 COMPACTED AGGREGATE | 452 CY | $170 |
| 617E20000 SHOULDER PREPARATION | 12,630 SY | $2.00 |
| 618E40600 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 23 MILE | $965 |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 20,118 CY | $7.25 |
| 625E00450 CONNECTION, FUSED PULL APART | 66 EACH | $240 |
| 625E00480 CONNECTION, UNFUSED PERMANENT | 102 EACH | $210 |
| 625E10490 LIGHT POLE, CONVENTIONAL: AT22B40 | 33 EACH | $5,900 |
| 625E14100 LIGHT POLE FOUNDATION, 24" X 8' DEEP | 33 EACH | $3,800 |
| 625E23200 NO. 4 AWG 2400 VOLT DISTRIBUTION CABLE | 1,842 FT | $5.00 |
| 625E23400 NO. 10 AWG POLE AND BRACKET CABLE | 6,633 FT | $2.50 |
| 625E24320 1-1/2" DUCT CABLE WITH THREE NO. 4 AWG 2400 VOLT C | 19,031 FT | $15.00 |
| 625E25500 CONDUIT, 3", 725.04 | 127 FT | $63.00 |
| 625E25802 CONDUIT, CONCRETE ENCASED: 3" | 239 FT | $75.00 |
| 625E25902 CONDUIT, JACKED OR DRILLED, 725.04: 3" | 108 FT | $240 |
| 625E26253 LUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER | 12 EACH | $800 |
| 625E26253 LUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER | 21 EACH | $800 |
| 625E29002 TRENCH, 24" DEEP | 18,837 FT | $7.00 |
| 625E30700 PULL BOX, 725.08, 18" | 30 EACH | $2,100 |
| 625E30706 PULL BOX, 725.08, 24" | 4 EACH | $3,000 |
| 625E31510 PULL BOX REMOVED | 5 EACH | $500 |
| 625E32000 GROUND ROD | 33 EACH | $420 |
| 625E34001 POWER SERVICE, AS PER PLAN | 4 EACH | $18,000 |
| 625E36010 UNDERGROUND WARNING/MARKING TAPE | 18,945 FT | $1.90 |
| 625E40000 SPECIAL - MAINTAIN EXISTING LIGHTING | 1 LS | $150,000 |
| 625E75400 LIGHT POLE REMOVED | 4 EACH | $1,200 |
| 625E75500 LIGHT POLE FOUNDATION REMOVED | 4 EACH | $650 |
| 625E75507 LUMINAIRE REMOVED, AS PER PLAN | 4 EACH | $300 |
| 625E75510 POWER SERVICE REMOVED | 2 EACH | $4,500 |
| 625E75550 DISTRIBUTION CABLE REMOVED | 355 FT | $4.50 |
| 625E75551 DISTRIBUTION CABLE REMOVED, AS PER PLAN | 1,378 FT | $4.50 |
| 625E75800 DISCONNECT CIRCUIT | 2 EACH | $175 |
| 625E76000 ARC FLASH CALCULATIONS AND LABEL: AT CC | 4 EACH | $1,100 |
| 620E00500 DELINEATOR, POST GROUND MOUNTED | 343 EACH | $52.00 |
| 621E00100 RPM | 771 EACH | $35.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 554 EACH | $33.34 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 234 EACH | $11.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, ONE-WAY | 300 EACH | $10.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 617 FT | $9.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 699 FT | $10.50 |
| 630E04100 GROUND MOUNTED SUPPORT, NO. 4 POST | 362 FT | $14.70 |
| 630E06400 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, S4X7.7 | 64.8 FT | $24.00 |
| 630E06500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W6X9 | 332.1 FT | $25.00 |
| 630E07000 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W8X18 | 47 FT | $40.00 |
| 630E07500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X22 | 89.1 FT | $45.50 |
| 630E07600 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X12 | 175 FT | $29.00 |
| 630E08000 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W12X30 | 654.1 FT | $62.60 |
| 630E08600 SIGN POST REFLECTOR | 29 EACH | $28.00 |
| 630E09000 BREAKAWAY STRUCTURAL BEAM CONNECTION | 30 EACH | $550 |
| 630E80100 SIGN, FLAT SHEET | 951.8 SF | $14.50 |
| 630E80200 SIGN, GROUND MOUNTED EXTRUSHEET | 3,246.6 SF | $20.20 |
| 630E84500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION | 58 EACH | $1,760 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 171 EACH | $15.00 |
| 630E85400 REMOVAL OF GROUND MOUNTED MAJOR SIGN AND DISPOSAL | 9 EACH | $150 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 180 EACH | $20.00 |
| 630E86102 REMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT | 12 EACH | $250 |
| 642E30000 REMOVAL OF PAVEMENT MARKING | 63,097 FT | $0.52 |
| 644E00104 EDGE LINE, 6" | 1.56 MILE | $5,200 |
| 644E00300 CENTER LINE | 0.78 MILE | $8,000 |
| 644E00500 STOP LINE | 238 FT | $9.00 |
| 644E00720 CHEVRON MARKING | 497 FT | $9.00 |
| 645E00118 EDGE LINE, 6", TYPE A4 | 1.78 MILE | $29,000 |
| 645E00220 LANE LINE, 6", TYPE A4 | 0.89 MILE | $13,000 |
| 645E00710 TRANSVERSE/DIAGONAL LINE, TYPE A3 | 888 FT | $24.00 |
| 807E14010 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, EDG | 28.69 MILE | $5,100 |
| 807E14110 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, LAN | 12.68 MILE | $2,400 |
| 807E14310 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, CHA | 6,381 FT | $2.75 |
| 807E14410 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, DOT | 8,959 FT | $1.00 |
| 850E10010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $1,600 |
| 850E10110 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $1.20 |
| 850E10130 GROOVING FOR 12" RECESSED PAVEMENT MARKING | — | $1.50 |
| 850E20010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $4,000 |
| 850E20110 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $8.00 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 162 CY | $225 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 448 HOUR | $120 |
| 614E11630 INCREASED BARRIER DELINEATION | 30,305 FT | $0.90 |
| 614E12390 WORK ZONE IMPACT ATTENUATOR, OVER 24" AND LESS THA | 40 EACH | $4,600 |
| 614E12420 DETOUR SIGNING, BURLINGHAM ROAD | 1 LS | $8,000 |
| 614E12420 DETOUR SIGNING, RAINBOW LAKE ROAD | 1 LS | $24,000 |
| 614E12420 DETOUR SIGNING, U.S. 33 EASTBOUND TO S.R. 681 | 1 LS | $7,000 |
| 614E12420 DETOUR SIGNING, U.S. 33 WB TO S.R. 681 | 1 LS | $7,000 |
| 614E12500 REPLACEMENT SIGN | 40 EACH | $150 |
| 614E12600 REPLACEMENT DRUM | 350 EACH | $80.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 55 CY | $340 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 ONE-WAY | 888 EACH | $22.50 |
| 614E13314 BARRIER REFLECTOR, TYPE 3 ONE-WAY | 24 EACH | $27.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 933 EACH | $25.50 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 144 SNMT | $1,350 |
| 614E20110 WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | 20.42 MILE | $650 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 7.11 MILE | $1,400 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 113.48 MILE | $1,175 |
| 614E23210 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 642 PAI | 26,100 FT | $0.70 |
| 614E24202 WORK ZONE DOTTED LINE, CLASS I, 6", 642 PAINT | 29,665 FT | $0.50 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 676 FT | $6.00 |
| 614E30200 WORK ZONE ARROW, CLASS I, 642 PAINT | 4 EACH | $250 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $150,000 |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 1,577 SY | $69.50 |
| 616E10000 WATER | 15,577 MGAL | $62.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 41,125 FT | $20.00 |
| 622E41110 PORTABLE BARRIER, ANCHORED | 4,070 FT | $50.00 |
| 503E21102 UNCLASSIFIED EXCAVATION, INCLUDING SHALE | 787 CY | $300 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 23,472 FT | $3.00 |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 232 CY | $900 |
| 511E41012 CLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS | 230 CY | $1,800 |
| 511E44112 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT NOT INCLUD | 218 CY | $1,600 |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 97 CY | $1,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 8,222 SY | $25.00 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 9,206 SY | $17.00 |
| 512E33000 TYPE 2 WATERPROOFING | 240 SY | $30.00 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 4,367 SY | $30.00 |
| 515E20000 INTERMEDIATE DIAPHRAGMS | 75 EACH | $4,000 |
| 516E12300 STRIP SEAL EXPANSION JOINT ANCHORED WITH ELASTOMER | 127 FT | $700 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 96 SF | $16.00 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 24 EACH | $2,800 |
| 516E44300 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 36 EACH | $3,200 |
| 518E12301 SCUPPERS, INCLUDING SUPPORTS, AS PER PLAN | 3 EACH | $11,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 165 CY | $130 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 171 FT | $20.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 110 FT | $50.00 |
| 524E95475 DRILLED SHAFTS, 60" DIAMETER, INTO BEDROCK WITH QC | 94 FT | $2,000 |
| 524E95483 DRILLED SHAFTS, 66" DIAMETER, ABOVE BEDROCK WITH Q | 61 FT | $2,000 |
| 524E95485 DRILLED SHAFTS, 66" DIAMETER, INTO BEDROCK WITH QC | 59 FT | $2,700 |
| 524E95493 DRILLED SHAFTS, 72" DIAMETER, ABOVE BEDROCK WITH Q | 82 FT | $2,000 |
| 526E30010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 302 SY | $550 |
| 526E90010 TYPE A INSTALLATION | 119 FT | $350 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 119 CY | $170 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 49 CF | $640 |
| 894E10000 THERMAL INTEGRITY PROFILING (TIP) TEST | 4 EACH | $5,500 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $50,000 |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 477 CY | $300 |
| 503E31120 SHALE EXCAVATION | 428 CY | $95.00 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 596,548 LB | $2.25 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 17,776 FT | $3.00 |
| 511E33418 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 73 CY | $2,700 |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 176 CY | $900 |
| 511E41012 CLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS | 433 CY | $1,800 |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 282 CY | $1,400 |
| 511E45602 CLASS QC4 MASS CONCRETE, SUBSTRUCTURE WITH QC/QA | 489 CY | $2,200 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 5,457 SY | $25.00 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 5,855 SY | $17.00 |
| 512E33000 TYPE 2 WATERPROOFING | 105 SY | $30.00 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 2,573 SY | $30.00 |
| 515E15110 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 10 EACH | $125,000 |
| 515E15110 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 5 EACH | $125,000 |
| 515E15110 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 10 EACH | $125,000 |
| 515E20000 INTERMEDIATE DIAPHRAGMS | 60 EACH | $4,000 |
| 516E12300 STRIP SEAL EXPANSION JOINT ANCHORED WITH ELASTOMER | 91 FT | $700 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 3 SF | $16.00 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $2,700 |
| 516E44200 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 30 EACH | $3,400 |
| 516E44400 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $4,200 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 145 CY | $130 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 157 FT | $20.00 |
| 518E40011 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 50 FT | $50.00 |
| 524E95100 DRILLED SHAFTS, MISC.: CSL TESTING, 84" DIA. SHAFT | 6 EACH | $5,000 |
| 524E95485 DRILLED SHAFTS, 66" DIAMETER, INTO BEDROCK WITH QC | 63 FT | $2,300 |
| 524E95493 DRILLED SHAFTS, 72" DIAMETER, ABOVE BEDROCK WITH Q | 69 FT | $2,000 |
| 524E95505 DRILLED SHAFTS, 78" DIAMETER, INTO BEDROCK WITH QC | 60 FT | $3,200 |
| 524E95513 DRILLED SHAFTS, 84" DIAMETER, ABOVE BEDROCK WITH Q | 50 FT | $2,900 |
| 526E25010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 246 SY | $500 |
| 526E90010 TYPE A INSTALLATION | 86 FT | $350 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 197 CY | $170 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 38 CF | $730 |
| 894E10000 THERMAL INTEGRITY PROFILING (TIP) TEST | 12 EACH | $5,500 |
| 503E21100 UNCLASSIFIED EXCAVATION | 613 CY | $300 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 195,455 LB | $2.00 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 6,054 FT | $3.00 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $7,000 |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 410 CY | $1,600 |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 60 CY | $1,000 |
| 511E41012 CLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS | 68 CY | $2,300 |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 248 CY | $1,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,542 SY | $25.00 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 1,430 SY | $18.00 |
| 512E33000 TYPE 2 WATERPROOFING | 169 SY | $30.00 |
| 515E15080 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 12 EACH | $100,000 |
| 515E20000 INTERMEDIATE DIAPHRAGMS | 30 EACH | $3,500 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 326 SF | $16.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 96 SF | $20.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 120 FT | $75.00 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 12 EACH | $2,500 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 12 EACH | $3,500 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 467 CY | $125 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 362 FT | $20.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 29 FT | $50.00 |
| 524E95435 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK WITH QC | 38 FT | $900 |
| 524E95443 DRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK WITH Q | 63 FT | $800 |
| 524E95445 DRILLED SHAFTS, 42" DIAMETER, INTO BEDROCK WITH QC | 575 FT | $1,400 |
| 524E95453 DRILLED SHAFTS, 48" DIAMETER, ABOVE BEDROCK WITH Q | 188 FT | $1,450 |
| 526E30010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 317 SY | $550 |
| 526E90010 TYPE A INSTALLATION | 112 FT | $350 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 38 CF | $730 |
| 894E10000 THERMAL INTEGRITY PROFILING (TIP) TEST | 5 EACH | $5,500 |
| 202E22901 APPROACH SLAB REMOVED, AS PER PLAN | 267 SY | $150 |
| 202E23501 WEARING COURSE REMOVED, AS PER PLAN | 262 SY | $50.00 |
| 304E20000 AGGREGATE BASE | 134 CY | $220 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 95 FT | $100 |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 268 SY | $700 |
| 526E90031 TYPE C INSTALLATION, AS PER PLAN | 97 FT | $500 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $60,000 |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 660 FT | $80.00 |
| 507E00150 STEEL PILES HP10X42, DRIVEN | 550 FT | $24.00 |
| 507E00300 STEEL PILES HP14X73, FURNISHED | 2,310 FT | $90.00 |
| 507E00350 STEEL PILES HP14X73, DRIVEN | 2,200 FT | $30.00 |
| 507E92201 PREBORED HOLES, AS PER PLAN | 1,322 FT | $120 |
| 507E93300 STEEL POINTS OR SHOES | 22 EACH | $200 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 391,164 LB | $2.25 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 15,522 FT | $3.00 |
| 511E33418 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 115 CY | $2,500 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $5,000 |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 712 CY | $1,600 |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 153 CY | $900 |
| 511E41012 CLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS | 344 CY | $1,800 |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 180 CY | $1,400 |
| 511E45602 CLASS QC4 MASS CONCRETE, SUBSTRUCTURE WITH QC/QA | 86 CY | $2,500 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 5,013 SY | $25.00 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 5,453 SY | $17.00 |
| 512E33000 TYPE 2 WATERPROOFING | 71 SY | $30.00 |
| 512E33300 TYPE A WATERPROOFING | 19 SY | $160 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 2,259 SY | $30.00 |
| 515E15130 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 5 EACH | $135,000 |
| 515E15130 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 5 EACH | $135,000 |
| 515E15130 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 5 EACH | $135,000 |
| 515E15130 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 5 EACH | $135,000 |
| 515E20001 INTERMEDIATE DIAPHRAGMS, AS PER PLAN | 48 EACH | $4,000 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 91 FT | $80.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 16 SF | $16.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 86 SF | $20.00 |
| 516E25000 NYLON REINFORCED NEOPRENE SHEETING | 392 SF | $25.00 |
| 516E44300 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 30 EACH | $3,600 |
| 516E44401 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $6,000 |
| 518E12301 SCUPPERS, INCLUDING SUPPORTS, AS PER PLAN | 3 EACH | $11,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 98 CY | $160 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 153 FT | $20.00 |
| 518E40011 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 50 FT | $50.00 |
| 524E95100 DRILLED SHAFTS, MISC.: CSL TESTING, 84" DIA. SHAFT | 9 EACH | $5,000 |
| 524E95505 DRILLED SHAFTS, 78" DIAMETER, INTO BEDROCK WITH QC | 195 FT | $3,000 |
| 524E95513 DRILLED SHAFTS, 84" DIAMETER, ABOVE BEDROCK WITH Q | 239 FT | $2,500 |
| 526E25010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 246 SY | $450 |
| 526E90030 TYPE C INSTALLATION | 86 FT | $450 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 669 CY | $170 |
| 894E10000 THERMAL INTEGRITY PROFILING (TIP) TEST | 9 EACH | $5,500 |
| 202E22901 APPROACH SLAB REMOVED, AS PER PLAN | 753 SY | $100 |
| 202E23500 WEARING COURSE REMOVED | 379 SY | $40.00 |
| 304E20000 AGGREGATE BASE | 376 CY | $200 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 2,378 LB | $2.50 |
| 511E53012 CLASS QC2 CONCRETE, MISC.: (APPROACH SLAB PARAPET) | 14 CY | $800 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 576 SY | $28.00 |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 738 SY | $500 |
| 526E90010 TYPE A INSTALLATION | 318 FT | $350 |
| 601E28001 DUMPED ROCK FILL, TYPE D, AS PER PLAN | 1,410 CY | $178 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 119 CF | $640 |
| 203E10000 EXCAVATION | 76 CY | $50.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $1.00 |
| 503E21100 UNCLASSIFIED EXCAVATION | 198 CY | $350 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 11,021 LB | $2.50 |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 30 CY | $2,500 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 94 CY | $1,100 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 3 CY | $2,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 101 SY | $28.00 |
| 512E33000 TYPE 2 WATERPROOFING | 448 SY | $30.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 58 SF | $16.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 26 CY | $160 |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 283 CY | $145 |
| 611E96499 20' X 8' CONDUIT, TYPE A, 706.05, AS PER PLAN | 96 FT | $9,700 |
| 100E51200 DEPARTMENT'S SHARE OF THE DISPUTE RESOLUTION ADVIS | 115,000 EACH | $1.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $750,000 |
| 108E10000 CPM PROGRESS SCHEDULE | 1 LS | $10,000 |
| 111E10100 SPECIAL - DEPARTMENTS SHARE FACILITATED PARTNERING | 12,250 EACH | $1.00 |
| 619E16020 FIELD OFFICE, TYPE C | 42 MNTH | $2,800 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $700,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 203E10000 EXCAVATION | 2,027,034 CY | $9.25 | $18.8M | 16% |
| 601E25001 DUMPED ROCK FILL, TYPE A, AS PER PLAN | 74,737 CY | $100 | $7.47M | 6% |
| 624E10000 MOBILIZATION | 1 LS | $5,800,000 | $5.80M | 5% |
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 25,713 CY | $202.9 | $5.22M | 4% |
| 304E20000 AGGREGATE BASE | 30,920 CY | $99 | $3.06M | 3% |
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 11,307 CY | $254.9 | $2.88M | 2% |
| 515E15130 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 18 EACH | $145,000 | $2.61M | 2% |
| 203E20000 EMBANKMENT | 2,001,587 CY | $1 | $2.00M | 2% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 1,221 CY | $1,600 | $1.95M | 2% |
| 442E10080 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 8,811 CY | $219.4 | $1.93M | 2% |