Meg-US 33-19.21
Meigs County · est $57M
Bid dateThursday, March 27—
Meigs County · est $57M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 296 more items below.
| Item | Quantity | R1Kokosing Construction Company INC | % of bid |
|---|---|---|---|
| 203E10000 EXCAVATION | 2,145,476 CY | $7.55 | 33% |
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 32,829 CY | $201 | 13% |
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 17,703 CY | $254 | 9% |
| 304E20000 AGGREGATE BASE | 36,713 CY | $95.00 | 7% |
| 624E10000 MOBILIZATION | 1 LS | $3,250,000 | 7% |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 12,744 CY | $216 | 6% |
| 442E10080 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 10,401 CY | $216 | 5% |
| 832E30000 EROSION CONTROL | 1,160,000 EACH | $1.00 | 2% |
| 515E15110 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 10 EACH | $95,000 | 2% |
| 515E15110 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 10 EACH | $95,000 | 2% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $928,000 | 2% |
| 204E30010 GRANULAR MATERIAL, TYPE B | 10,901 CY | $85.00 | 2% |
| 203E20000 EMBANKMENT | 588,112 CY | $1.50 | 2% |
| 616E10000 WATER | 10,960 MGAL | $70.00 | 2% |
| 515E15110 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 6 EACH | $107,000 | 1% |
| 605E11100 6" SHALLOW PIPE UNDERDRAINS | 45,836 FT | $14.00 | 1% |
| 605E13500 6" ROCK CUT UNDERDRAINS | 33,870 FT | $18.00 | 1% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 430 CY | $1,250 | 1% |
| 611E07400 18" CONDUIT, TYPE B | 2,899 FT | $182 | 1% |
| 606E15050 GUARDRAIL, TYPE MGS | 30,912.5 FT | $17.04 | 1% |
| Item | Quantity | R1Kokosing Construction Company INC |
|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $250,000 |
| 202E23000 PAVEMENT REMOVED | 42,733 SY | $6.25 |
| 202E23500 WEARING COURSE REMOVED | 2,347 SY | $12.00 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 673 FT | $20.00 |
| 202E35101 PIPE REMOVED, 24" DIAMETER AND UNDER, AS PER PLAN | 1,331 FT | $13.00 |
| 202E35200 PIPE REMOVED, OVER 24" DIAMETER | 26 FT | $70.00 |
| 202E38000 GUARDRAIL REMOVED | 29,812 FT | $1.80 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 2 EACH | $250 |
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 →
| 202E58100 CATCH BASIN REMOVED |
| 13 EACH |
| $950 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT, 15" | 80 FT | $48.00 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT, 24" | 109 FT | $53.00 |
| 202E75000 FENCE REMOVED | 5,569 FT | $4.00 |
| 202E98000 REMOVAL MISC.: CROSSOVER REMOVAL | 1 LS | $30,000 |
| 203E07510 SPECIAL - PIEZOMETER | 1 EACH | $10,000 |
| 203E65000 SPECIAL - SETTLEMENT PLATFORM | 9 EACH | $1,340 |
| 204E10000 SUBGRADE COMPACTION | 290,607 SY | $1.77 |
| 204E13000 EXCAVATION OF SUBGRADE | 10,901 CY | $6.85 |
| 204E30040 GRANULAR MATERIAL, TYPE E (NO. 2 STONE) | 1,073 CY | $125 |
| 204E45000 PROOF ROLLING | 97 HOUR | $250 |
| 204E50000 GEOTEXTILE FABRIC | 2,264 SY | $2.30 |
| 208E10000 PRE-BLAST CONDITION SURVEY | 1 LS | $18,370 |
| 208E12000 BLASTING CONSULTANT | 1 LS | $7,500 |
| 208E13000 AIR BLAST AND NOISE CONTROL | 1 LS | $25,350 |
| 208E14000 VIBRATION CONTROL AND MONITORING | 1 LS | $25,350 |
| 208E15000 PRESPLITTING | 373 SY | $30.00 |
| 208E16000 HYDROLOGIST | 1 LS | $91,200 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 228 STA | $90.00 |
| 209E70000 BORROW | 569 CY | $90.00 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 200 FT | $19.92 |
| 606E15400 MGS GUARDRAIL, TYPE 8 | 3,162.5 FT | $26.68 |
| 606E17500 POST END ANCHOR (OR CONCRETE BLOCK END ANCHOR) | 20 EACH | $1,270 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 12 EACH | $2,190 |
| 606E26500 ANCHOR ASSEMBLY, TYPE T | 30 EACH | $1,000 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 15 EACH | $1,970 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 2 EACH | $340 |
| 606E60002 IMPACT ATTENUATOR, TYPE 1 (UNIDIRECTIONAL)' (MASH | 6 EACH | $7,490 |
| 607E15000 FENCE, TYPE 47 | 5,438 FT | $11.64 |
| 623E40500 REFERENCE MONUMENT, TYPE A, DESIGN CAP 6 | 104 EACH | $480 |
| 601E21100 SLOPE PROTECTION, MISC.: SEEDING AND EROSION CONTR | 423 SY | $120 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 1,397 CY | $145 |
| 659E00100 SOIL ANALYSIS TEST | 12 EACH | $25.00 |
| 659E00300 TOPSOIL | 14,647 CY | $10.00 |
| 659E10000 SEEDING AND MULCHING | 728,240 SY | $0.60 |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 185,647 SY | $0.55 |
| 659E14000 REPAIR SEEDING AND MULCHING | 45,694 SY | $0.60 |
| 659E15000 INTER-SEEDING | 45,694 SY | $0.01 |
| 659E20000 COMMERCIAL FERTILIZER | 130 TON | $250 |
| 659E31000 LIME | 190 ACRE | $25.00 |
| 659E35000 WATER | 5,061 MGAL | $0.01 |
| 659E40000 MOWING | 2,055 MSF | $1.00 |
| 670E00500 SLOPE EROSION PROTECTION | 131,824 SY | $1.10 |
| 670E00700 DITCH EROSION PROTECTION | 29,536 SY | $1.15 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $5,000 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $65,100 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $39,267 |
| 836E10000 SEEDING AND EROSION CONTROL WITH TURF REINFORCING | 2,433 SY | $5.00 |
| 836E10020 SEEDING AND EROSION CONTROL WITH TURF REINFORCING | 80 SY | $6.00 |
| 836E10030 SEEDING AND EROSION CONTROL WITH TURF REINFORCING | 247 SY | $7.00 |
| 602E20000 CONCRETE MASONRY | 11.5 CY | $6,300 |
| 605E05100 4" SHALLOW PIPE UNDERDRAINS | 460 FT | $25.00 |
| 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS | 423 FT | $37.00 |
| 605E13402 6" UNCLASSIFIED PIPE UNDERDRAINS FOR SPRINGS | 2,400 FT | $30.00 |
| 605E14000 6" BASE PIPE UNDERDRAINS | 32,825 FT | $9.00 |
| 605E32200 AGGREGATE DRAINS FOR SPRINGS | 400 FT | $16.00 |
| 611E00406 4" CONDUIT, TYPE F | 1,055 FT | $60.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 3,529 FT | $34.00 |
| 611E04400 12" CONDUIT, TYPE B | 660 FT | $131 |
| 611E04400 12" CONDUIT, TYPE B, 707.33 | 6 FT | $358 |
| 611E04600 12" CONDUIT, TYPE C | 150 FT | $133 |
| 611E05900 15" CONDUIT, TYPE B | 1,008 FT | $183 |
| 611E05900 15" CONDUIT, TYPE B, 707.33 | 54 FT | $350 |
| 611E06100 15" CONDUIT, TYPE C | 1,347 FT | $136 |
| 611E07400 18" CONDUIT, TYPE B, 707.33 | 8 FT | $428 |
| 611E07600 18" CONDUIT, TYPE C | 650 FT | $152 |
| 611E08900 21" CONDUIT, TYPE B | 1,002 FT | $244 |
| 611E08900 21" CONDUIT, TYPE B, 707.33 | 6 FT | $1,082 |
| 611E10400 24" CONDUIT, TYPE B | 467 FT | $290 |
| 611E10400 24" CONDUIT, TYPE B, 707.01 | 6 FT | $773 |
| 611E10400 24" CONDUIT, TYPE B, 707.33 | 91 FT | $368 |
| 611E10600 24" CONDUIT, TYPE C | 268 FT | $200 |
| 611E13400 30" CONDUIT, TYPE B | 93 FT | $377 |
| 611E16400 36" CONDUIT, TYPE B | 77 FT | $424 |
| 611E16400 36" CONDUIT, TYPE B, 707.01 | 75 FT | $316 |
| 611E19400 42" CONDUIT, TYPE B, 707.01 | 48 FT | $684 |
| 611E96600 CONDUIT, BORED OR JACKED, 36", 748.06 | 101 FT | $1,225 |
| 611E98230 CATCH BASIN, NO. 4 | 37 EACH | $9,300 |
| 611E98270 CATCH BASIN, NO. 4A | 4 EACH | $11,000 |
| 611E98410 CATCH BASIN, NO. 8 | 32 EACH | $9,100 |
| 611E98434 CATCH BASIN, NO. 8A | 1 EACH | $10,250 |
| 611E98505 CATCH BASIN, NO. 2-2C, AS PER PLAN | 7 EACH | $4,500 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 3 EACH | $1,300 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 21 EACH | $770 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 49,526 FT | $1.70 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, VARIABLE DEPTH | 196 SY | $12.00 |
| 254E01010 PAVEMENT PLANING, PORTLAND CEMENT CONCRETE, 1.5" | 2,347 SY | $12.00 |
| 407E13900 TACK COAT, 702.13 | 16,637 GAL | $4.05 |
| 407E20000 NON-TRACKING TACK COAT | 34,494 GAL | $4.45 |
| 408E10000 PRIME COAT | 2,448 GAL | $5.00 |
| 441E70800 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (971 CY | $323 |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 24,749 CY | $7.25 |
| 617E10100 COMPACTED AGGREGATE | 319 CY | $150 |
| 618E40600 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 37 MILE | $990 |
| 625E00450 CONNECTION, FUSED PULL APART | 70 EACH | $170 |
| 625E00480 CONNECTION, UNFUSED PERMANENT | 84 EACH | $145 |
| 625E10490 LIGHT POLE, CONVENTIONAL, AT15B40 | 2 EACH | $3,700 |
| 625E10490 LIGHT POLE, CONVENTIONAL, AT18B40 | 1 EACH | $3,800 |
| 625E10490 LIGHT POLE, CONVENTIONAL, AT20B40 | 31 EACH | $4,000 |
| 625E10490 LIGHT POLE, CONVENTIONAL, AT25B40 | 1 EACH | $4,200 |
| 625E14100 LIGHT POLE FOUNDATION, 24" X 8' DEEP | 35 EACH | $2,300 |
| 625E23200 NO. 4 AWG 2400 VOLT DISTRIBUTION CABLE | 5,310 FT | $3.30 |
| 625E23400 NO. 10 AWG POLE AND BRACKET CABLE | 6,279 FT | $1.60 |
| 625E24320 1-1/2" DUCT CABLE WITH THREE NO. 4 AWG 2400 VOLT C | 9,399 FT | $10.50 |
| 625E25500 CONDUIT, 3", 725.04 | 569 FT | $38.50 |
| 625E25902 CONDUIT, JACKED OR DRILLED, 725.04, 3" | 922 FT | $135 |
| 625E26253 LUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER | 35 EACH | $470 |
| 625E29002 TRENCH, 24" DEEP | 9,508 FT | $4.75 |
| 625E30700 PULL BOX, 725.08, 18" | 23 EACH | $1,450 |
| 625E31510 PULL BOX REMOVED | 5 EACH | $300 |
| 625E32000 GROUND ROD | 35 EACH | $270 |
| 625E34001 POWER SERVICE, AS PER PLAN | 5 EACH | $9,800 |
| 625E36010 UNDERGROUND WARNING/MARKING TAPE | 9,508 FT | $1.25 |
| 625E40000 SPECIAL - MAINTAIN EXISTING LIGHTING | 1 LS | $25,000 |
| 625E40010 SPECIAL - REPLACEMENT OF EXISTING LIGHTING UNIT | 2 EACH | $1,500 |
| 625E75500 LIGHT POLE FOUNDATION REMOVED | 10 EACH | $400 |
| 625E75510 POWER SERVICE REMOVED | 4 EACH | $3,100 |
| 625E75521 LUMINAIRE SUPPORT REMOVED, AS PER PLAN | 10 EACH | $1,090 |
| 625E75550 DISTRIBUTION CABLE REMOVED | 818 FT | $2.50 |
| 625E75551 DISTRIBUTION CABLE REMOVED, AS PER PLAN | 517 FT | $3.25 |
| 625E76000 ARC FLASH CALCULATIONS AND LABEL (CC-'A') | 1 EACH | $720 |
| 625E76000 ARC FLASH CALCULATIONS AND LABEL (CC-'B') | 1 EACH | $720 |
| 625E76000 ARC FLASH CALCULATIONS AND LABEL (CC-'CB') | 1 EACH | $720 |
| 625E76000 ARC FLASH CALCULATIONS AND LABEL (CC-'D') | 1 EACH | $720 |
| 625E76000 ARC FLASH CALCULATIONS AND LABEL (CC-'SD') | 1 EACH | $720 |
| 620E00500 DELINEATOR, POST GROUND MOUNTED | 11 EACH | $52.00 |
| 621E00100 RPM | 1,437 EACH | $36.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 613 EACH | $29.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, UNIDIRECTIONAL | 354 EACH | $10.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 1,730 FT | $10.30 |
| 630E04101 GROUND MOUNTED SUPPORT, NO. 4 POST, AS PER PLAN | 248 FT | $14.50 |
| 630E06400 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, S4X7.7 | 441.5 FT | $22.50 |
| 630E06500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W6X9 | 217.7 FT | $24.00 |
| 630E07000 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W8X18 | 238.5 FT | $37.50 |
| 630E07500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X22 | 198.6 FT | $44.00 |
| 630E07600 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X12 | 733.8 FT | $28.00 |
| 630E08600 SIGN POST REFLECTOR | 57 EACH | $25.00 |
| 630E09000 BREAKAWAY STRUCTURAL BEAM CONNECTION | 71 EACH | $500 |
| 630E80100 SIGN, FLAT SHEET | 1,551.5 SF | $14.00 |
| 630E80200 SIGN, GROUND MOUNTED EXTRUSHEET | 2,471 SF | $20.00 |
| 630E82000 SIGN BACKING ASSEMBLY | 12 EACH | $100 |
| 630E84500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION | 94 EACH | $1,470 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 189 EACH | $12.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 170 EACH | $20.00 |
| 630E86102 REMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT | 2 EACH | $150 |
| 644E00300 CENTER LINE | 0.59 MILE | $7,000 |
| 644E00500 STOP LINE | 170 FT | $12.50 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 731 FT | $10.00 |
| 644E00720 CHEVRON MARKING | 950 FT | $10.00 |
| 644E00900 ISLAND MARKING | 1,358 SF | $6.25 |
| 644E01300 LANE ARROW | 30 EACH | $150 |
| 644E01350 LANE REDUCTION ARROW | 2 EACH | $225 |
| 644E01510 DOTTED LINE, 6" | 275 FT | $1.25 |
| 644E20800 YIELD LINE | 60 FT | $12.50 |
| 645E00118 EDGE LINE, 6", TYPE A4 | 0.56 MILE | $35,000 |
| 645E00220 LANE LINE, 6", TYPE A4 | 0.28 MILE | $7,350 |
| 807E14010 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, EDG | 35.21 MILE | $5,250 |
| 807E14110 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, LAN | 17.04 MILE | $2,750 |
| 807E14310 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, CHA | 8,009 FT | $3.00 |
| 850E10010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $1,500 |
| 850E10130 GROOVING FOR 12" RECESSED PAVEMENT MARKING | — | $0.60 |
| 850E20010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $3,000 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 694 FT | $8.20 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $50.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 400 HOUR | $120 |
| 614E11630 INCREASED BARRIER DELINEATION | 10,140 FT | $0.85 |
| 614E12390 WORK ZONE IMPACT ATTENUATOR, OVER 24" AND LESS THA | 19 EACH | $3,875 |
| 614E12420 DETOUR SIGNING (BASHAN RD) | 1 LS | $4,000 |
| 614E12420 DETOUR SIGNING (SANDY DESERT RD PHASE 1) | 1 LS | $4,000 |
| 614E12420 DETOUR SIGNING (SANDY DESERT RD PHASE 2) | 1 LS | $3,000 |
| 614E12460 WORK ZONE MARKING SIGN | 364 EACH | $35.00 |
| 614E12600 REPLACEMENT DRUM | 100 EACH | $80.00 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BI-DIRECTIONAL | 203 EACH | $22.00 |
| 614E13350 OBJECT MARKER, ONE WAY, BI-DIRECTIONAL | 203 EACH | $26.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 50 SNMT | $1,500 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 9.41 MILE | $500 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 3.39 MILE | $1,450 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 18.82 MILE | $825 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 33,375 FT | $0.70 |
| 614E24618 WORK ZONE DOTTED LINE, CLASS III, 12", 642 PAINT | 10,825 FT | $0.70 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 531 FT | $5.75 |
| 614E30650 WORK ZONE ARROW, CLASS III, 642 PAINT | 248 EACH | $110 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $110,000 |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 2,982 SY | $60.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 10,140 FT | $24.00 |
| 614E20110 WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | 18.92 MILE | $625 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 80.67 MILE | $1,195 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $70,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $120,000 |
| 503E21320 UNCLASSIFIED EXCAVATION, INCLUDING ROCK | 1 LS | $1.00 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 145,958 LB | $1.75 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 7,780 FT | $3.40 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $3,975 |
| 511E34447 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK, AS PER | 486 CY | $950 |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 69 CY | $900 |
| 511E41010 CLASS QC1 CONCRETE, PIER ABOVE FOOTINGS | 64 CY | $1,650 |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 172 CY | $1,250 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,425 SY | $24.00 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 1,058 SY | $17.00 |
| 512E33000 TYPE 2 WATERPROOFING | 18 SY | $40.00 |
| 515E20000 INTERMEDIATE DIAPHRAGMS | 24 EACH | $3,350 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 17 SF | $16.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 268 SF | $12.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 123 FT | $45.00 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $3,700 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $2,100 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 82 CY | $130 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 140 FT | $23.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 40 FT | $23.00 |
| 524E94604 DRILLED SHAFTS, 30" DIAMETER, INTO BEDROCK | 120 FT | $596 |
| 524E94702 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK | 114 FT | $563 |
| 524E94804 DRILLED SHAFTS, 42" DIAMETER, INTO BEDROCK | 30 FT | $864 |
| 524E94902 DRILLED SHAFTS, 48" DIAMETER, ABOVE BEDROCK | 18 FT | $1,157 |
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 252 SY | $400 |
| 526E90010 TYPE A INSTALLATION | 92 FT | $400 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 407 CY | $160 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 38 CF | $640 |
| 894E10000 THERMAL INTEGRITY PROFILING (TIP) TEST | 3 EACH | $5,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 408 SY | $24.00 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 1,198 SY | $17.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $80,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $250,000 |
| 503E21320 UNCLASSIFIED EXCAVATION, INCLUDING ROCK | 1 LS | $12,000 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 142,431 LB | $1.75 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 7,696 FT | $3.40 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $3,975 |
| 511E34447 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK, AS PER | 470 CY | $950 |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 68 CY | $900 |
| 511E41010 CLASS QC1 CONCRETE, PIER ABOVE FOOTINGS | 52 CY | $1,650 |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 204 CY | $1,250 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,402 SY | $24.00 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 1,044 SY | $17.00 |
| 512E33000 TYPE 2 WATERPROOFING | 18 SY | $40.00 |
| 515E20000 INTERMEDIATE DIAPHRAGMS | 24 EACH | $3,350 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 17 SF | $16.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 235 SF | $12.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 136 FT | $45.00 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $3,700 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $2,100 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 106 CY | $130 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 146 FT | $23.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 46 FT | $23.00 |
| 524E94604 DRILLED SHAFTS, 30" DIAMETER, INTO BEDROCK | 120 FT | $636 |
| 524E94702 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK | 134 FT | $503 |
| 524E94908 DRILLED SHAFTS, 54" DIAMETER, INTO BEDROCK | 30 FT | $1,500 |
| 524E94914 DRILLED SHAFTS, 60" DIAMETER, ABOVE BEDROCK | 63 FT | $1,025 |
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 252 SY | $400 |
| 526E90010 TYPE A INSTALLATION | 92 FT | $400 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 341 CY | $160 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 39 CF | $640 |
| 894E10000 THERMAL INTEGRITY PROFILING (TIP) TEST | 3 EACH | $5,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 408 SY | $24.00 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 1,186 SY | $17.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $85,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $110,000 |
| 503E21320 UNCLASSIFIED EXCAVATION, INCLUDING ROCK | 1 LS | $7,500 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 102,496 LB | $1.75 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 5,371 FT | $3.40 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $3,975 |
| 511E34447 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK, AS PER | 361 CY | $950 |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 39 CY | $900 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 972 SY | $24.00 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 601 SY | $17.00 |
| 512E33000 TYPE 2 WATERPROOFING | 28 SY | $40.00 |
| 515E20000 INTERMEDIATE DIAPHRAGMS | 15 EACH | $3,350 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 17 SF | $16.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 348 SF | $12.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 123 FT | $45.00 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 12 EACH | $4,300 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 203 CY | $130 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 210 FT | $23.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 60 FT | $23.00 |
| 524E94604 DRILLED SHAFTS, 30" DIAMETER, INTO BEDROCK | 60 FT | $696 |
| 524E94702 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK | 12 FT | $1,183 |
| 524E94904 DRILLED SHAFTS, 48" DIAMETER, INTO BEDROCK | 90 FT | $1,000 |
| 524E94906 DRILLED SHAFTS, 54" DIAMETER, ABOVE BEDROCK | 136 FT | $882 |
| 526E30011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 303 SY | $400 |
| 526E90010 TYPE A INSTALLATION | 91 FT | $400 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 109 CY | $160 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 38 CF | $640 |
| 894E10000 THERMAL INTEGRITY PROFILING (TIP) TEST | 2 EACH | $5,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 233 SY | $24.00 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 690 SY | $17.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $350,000 |
| 108E10000 CPM PROGRESS SCHEDULE | 1 LS | $10,000 |
| 111E10100 SPECIAL - DEPARTMENTS SHARE FACILITATED PARTNERING | 9,000 EACH | $1.00 |
| 619E16020 FIELD OFFICE, TYPE C | 42 MNTH | $2,800 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $380,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 203E10000 EXCAVATION | 2,145,476 CY | $7.55 | $16.2M | 25% |
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 32,829 CY | $201 | $6.60M | 10% |
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 17,703 CY | $253.75 | $4.49M | 7% |
| 304E20000 AGGREGATE BASE | 36,713 CY | $95 | $3.49M | 5% |
| 624E10000 MOBILIZATION | 1 LS | $3,250,000 | $3.25M | 5% |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 12,744 CY | $216 | $2.75M | 4% |
| 442E10080 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 10,401 CY | $216 | $2.25M | 3% |
| 832E30000 EROSION CONTROL | 1,160,000 EACH | $1 | $1.16M | 2% |
| 515E15110 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 10 EACH | $95,000 | $950k | 1% |
| 515E15110 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 10 EACH | $95,000 | $950k | 1% |