Ham-US 50-29.00
Hamilton County · est $16M
Bid dateThursday, February 8—
Hamilton County · est $16M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 263 more items below.
| Item | Quantity | R1Eagle Bridge CO | R2Prus Construction Company | R3Complete General Construction Company | % of bid |
|---|---|---|---|---|---|
| 511E53014 CLASS QC3 CONCRETE, MISC.: CLASS QC3 CONCRETE WITH | 997 CY | $1,350 | $898 | $1,250 | 14% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 3,740 CY | $270 | $292 | $270 | 11% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $850,000 | $498,000 | $1,500,000 | 9% |
| 624E10000 MOBILIZATION | 1 LS | $737,500 | $400,000 | $800,000 | 8% |
| 511E53014 CLASS QC3 CONCRETE, MISC.: CLASS QC3 CONCRETE WITH | 564 CY | $1,275 | $1,035 | $1,400 | 8% |
| 509E26001 GALVANIZED STEEL REINFORCEMENT, AS PER PLAN | 357,286 LB | $2.00 | $2.02 | $1.85 | 8% |
| 252E01001 FULL DEPTH RIGID PAVEMENT REMOVAL AND FLEXIBLE REP |
| Item | Quantity | R1Eagle Bridge CO | R2Prus Construction Company | R3Complete General Construction Company |
|---|---|---|---|---|
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $25,000 | $5,300 | $75,000 |
| 202E23000 PAVEMENT REMOVED | 5,646 SY | $22.00 | $24.75 | $19.00 |
| 202E30700 CONCRETE BARRIER REMOVED | 1,387 FT | $22.00 | $54.00 | $30.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 642 FT | $40.00 | $50.00 | $28.00 |
| 202E38000 GUARDRAIL REMOVED | 1,435 FT | $2.00 | $2.20 | $2.00 |
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 →
| 3,438 SY |
| $188 |
| $203 |
| $188 |
| 7% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $475,000 | $335,000 | $450,000 | 5% |
| 509E26001 GALVANIZED STEEL REINFORCEMENT, AS PER PLAN | 199,025 LB | $2.00 | $2.01 | $1.84 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $350,000 | $700,000 | $420,000 | 4% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 1,422 CY | $231 | $250 | $231 | 3% |
| 511E53014 CLASS QC3 CONCRETE, MISC.: CLASS QC3 CONCRETE WITH | 326 CY | $750 | $1,092 | $1,000 | 3% |
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 518 SY | $450 | $480 | $450 | 2% |
| 872E10000 VOID REDUCING ASPHALT MEMBRANE (VRAM) | 79,051 FT | $2.85 | $3.08 | $2.85 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.5" DEEP) | 83,548 SY | $2.50 | $2.70 | $2.50 | 2% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 154 CY | $1,350 | $1,905 | $1,650 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $200,000 | $150,000 | $77,000 | 2% |
| 513E90000 STRUCTURAL STEEL, MISC.: MOMENT PLATE RETROFIT | 18,889 LB | $10.50 | $9.30 | $9.69 | 2% |
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 425 SY | $455 | $470 | $400 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 7,560 FT | $25.00 | $28.00 | $26.00 | 2% |
| 1 EACH |
| $500 |
| $350 |
| $740 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 1 EACH | $325 | $180 | $580 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 9 EACH | $200 | $81.00 | $75.00 |
| 202E58000 MANHOLE REMOVED | 2 EACH | $500 | $1,500 | $600 |
| 202E58100 CATCH BASIN REMOVED | 2 EACH | $250 | $1,100 | $500 |
| 202E58200 INLET REMOVED | 2 EACH | $650 | $1,050 | $500 |
| 202E75000 FENCE REMOVED | 36 FT | $5.00 | $6.00 | $5.50 |
| 203E10000 EXCAVATION | 3,000 CY | $25.00 | $45.00 | $25.00 |
| 203E20000 EMBANKMENT | 1,788 CY | $20.00 | $21.50 | $28.00 |
| 204E10000 SUBGRADE COMPACTION | 974 SY | $10.00 | $2.30 | $5.00 |
| 204E13000 EXCAVATION OF SUBGRADE (12" DEEP) | 1,978 CY | $30.00 | $35.00 | $44.00 |
| 204E30020 GRANULAR MATERIAL, TYPE C | 1,978 CY | $65.00 | $97.00 | $95.00 |
| 204E45000 PROOF ROLLING | 4 HOUR | $150 | $150 | $130 |
| 204E50000 GEOTEXTILE FABRIC | 5,856 SY | $1.00 | $4.10 | $3.95 |
| 606E15050 GUARDRAIL, TYPE MGS | 1,062.5 FT | $20.80 | $22.50 | $20.80 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E [MASH 2016] | 3 EACH | $2,540 | $2,750 | $2,540 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,370 | $1,480 | $1,370 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 7 EACH | $2,385 | $2,575 | $2,385 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 4 EACH | $595 | $645 | $595 |
| 607E23000 FENCE, TYPE CLT | 36 FT | $56.50 | $61.00 | $56.50 |
| 607E70000 FENCELINE SEEDING AND MULCHING | 36 FT | $4.00 | $25.00 | $4.00 |
| 622E10140 CONCRETE BARRIER, SINGLE SLOPE, TYPE C1 | 78 FT | $390 | $460 | $420 |
| 622E10141 CONCRETE BARRIER, SINGLE SLOPE, TYPE C1, AS PER PL | 20 FT | $550 | $570 | $450 |
| 622E10160 CONCRETE BARRIER, SINGLE SLOPE, TYPE D | 212 FT | $140 | $200 | $240 |
| 622E10200 BARRIER TRANSITION | 4 EACH | $8,500 | $13,500 | $9,000 |
| 622E25000 CONCRETE BARRIER END SECTION, TYPE D | 2 EACH | $4,500 | $10,500 | $5,000 |
| 622E25014 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 7 EACH | $7,500 | $10,750 | $5,400 |
| 622E25015 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 1 EACH | $8,500 | $12,500 | $12,000 |
| 622E25015 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 1 EACH | $8,000 | $12,000 | $9,900 |
| 622E25050 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 2 EACH | $5,000 | $10,000 | $5,500 |
| 622E90000 BARRIER, MISC.: MC-9.3, TYPE A | 1,335 FT | $115 | $195 | $250 |
| 690E98400 SPECIAL - CONSULTANT FOR CONCRETE QUALITY CONTROL | 1 LS | $25,000 | $35,000 | $25,000 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $35,000 | $27,000 | $40,000 |
| 203E35141 GRANULAR MATERIAL, TYPE E, AS PER PLAN | 111 CY | $65.00 | $145 | $125 |
| 204E50001 GEOTEXTILE FABRIC, AS PER PLAN | 583 SY | $1.00 | $6.00 | $4.00 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 4 SY | $140 | $210 | $150 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 50.5 SY | $70.00 | $92.00 | $120 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $350 | $300 | $150 |
| 659E00300 TOPSOIL | 190 CY | $35.00 | $83.00 | $50.00 |
| 659E10000 SEEDING AND MULCHING | 2,356 SY | $6.00 | $3.10 | $1.50 |
| 659E14000 REPAIR SEEDING AND MULCHING | 86 SY | $2.50 | $1.60 | $2.25 |
| 659E15000 INTER-SEEDING | 86 SY | $2.50 | $0.11 | $2.25 |
| 659E20000 COMMERCIAL FERTILIZER | 0.24 TON | $1,750 | $790 | $1,400 |
| 659E31000 LIME | 0.35 ACRE | $10.00 | $33.00 | $450 |
| 659E35000 WATER | 10 MGAL | $10.00 | $1.00 | $1.00 |
| 659E40000 MOWING | 4 MSF | $100 | $60.00 | $15.00 |
| 670E00720 DITCH EROSION PROTECTION MAT, TYPE B | 188 SY | $2.50 | $3.00 | $2.50 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $2,500 | $1,875 | $5,000 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $25,000 | $17,500 | $15,000 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $17,500 | $18,000 | $15,300 |
| 832E30000 EROSION CONTROL | 107,210 EACH | $1.00 | $1.00 | $1.00 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 1 CY | $225 | $585 | $500 |
| 602E20000 CONCRETE MASONRY | 0.27 CY | $3,750 | $4,500 | $2,100 |
| 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS | 20 FT | $20.00 | $34.00 | $32.00 |
| 605E14000 6" BASE PIPE UNDERDRAINS | 3,363 FT | $15.00 | $16.50 | $19.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 476 FT | $20.00 | $32.00 | $52.00 |
| 611E01500 6" CONDUIT, TYPE F | 50 FT | $10.00 | $32.00 | $36.00 |
| 611E04400 12" CONDUIT, TYPE B | 371 FT | $80.00 | $145 | $110 |
| 611E04400 12" CONDUIT, TYPE B, 706.02 | 98 FT | $155 | $190 | $140 |
| 611E04400 12" CONDUIT, TYPE B, 707.42 | 22 FT | $120 | $179 | $175 |
| 611E05900 15" CONDUIT, TYPE B | 14 FT | $115 | $265 | $140 |
| 611E10400 24" CONDUIT, TYPE B | 141 FT | $165 | $279 | $190 |
| 611E98370 CATCH BASIN, NO. 6 | 2 EACH | $3,500 | $3,900 | $3,200 |
| 611E99111 INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE C1, AS | 1 EACH | $20,000 | $22,000 | $15,000 |
| 611E99111 INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE C1, AS | 1 EACH | $20,000 | $23,000 | $15,100 |
| 611E99151 INLET ADJUSTED TO GRADE, AS PER PLAN | 1 EACH | $15,000 | $15,500 | $800 |
| 611E99500 INLET, MISC.: I-3A | 2 EACH | $12,500 | $14,000 | $6,300 |
| 611E99574 MANHOLE, NO. 3 | 3 EACH | $4,500 | $11,000 | $5,500 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 1 EACH | $1,000 | $1,300 | $800 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $300 | $400 | $350 |
| 690E98100 SPECIAL - MISC: DRAINAGE SYSTEM CLEANING, 36" AND | 800 FT | $10.00 | $25.00 | $30.00 |
| 605E11000 6" CONSTRUCTION UNDERDRAINS, 703.31 (PERFORATED) | 135 FT | $20.00 | $24.00 | $28.00 |
| 611E06700 15" CONDUIT, TYPE F, 707.05 TYPE C OR 707.21 | 52 FT | $165 | $200 | $120 |
| 611E98180 CATCH BASIN, NO. 3A | 1 EACH | $4,500 | $4,500 | $4,000 |
| 251E01030 PARTIAL DEPTH PAVEMENT REPAIR (442) | 341 CY | $515 | $556 | $515 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 20,631 FT | $1.75 | $1.90 | $1.75 |
| 254E01600 PATCHING PLANED SURFACE | 8,365 SY | $4.50 | $4.86 | $4.50 |
| 304E20000 AGGREGATE BASE | 1,157 CY | $110 | $87.00 | $117 |
| 407E20000 NON-TRACKING TACK COAT | 8,258 GAL | $5.00 | $5.40 | $5.00 |
| 442E10080 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 302 CY | $290 | $313 | $290 |
| 609E24510 CURB, TYPE 4-C | 73 FT | $70.00 | $56.00 | $55.00 |
| 609E26000 CURB, TYPE 6 | 155 FT | $40.00 | $54.00 | $58.00 |
| 625E00450 CONNECTION, FUSED PULL APART | 21 EACH | $125 | $135 | $150 |
| 625E00480 CONNECTION, UNFUSED PERMANENT | 27 EACH | $125 | $135 | $125 |
| 625E10614 LIGHT POLE ANCHOR BOLTS ON STRUCTURE | 6 EACH | $1,500 | $1,620 | $400 |
| 625E14500 LIGHT POLE FOUNDATION | 3 EACH | $3,313 | $3,220 | $2,950 |
| 625E23200 NO. 4 AWG 2400 VOLT DISTRIBUTION CABLE | 6,545 FT | $3.50 | $3.80 | $3.75 |
| 625E23400 NO. 10 AWG POLE AND BRACKET CABLE | 270 FT | $1.75 | $1.90 | $3.00 |
| 625E25400 CONDUIT, 2", 725.04 | 1,560 FT | $16.35 | $17.75 | $29.00 |
| 625E25504 CONDUIT, 3", 725.051 | 275 FT | $7.50 | $8.10 | $14.00 |
| 625E25910 CONDUIT CLEANED AND CABLES REMOVED | 200 FT | $2.00 | $2.16 | $1.00 |
| 625E27521 REMOVAL OF LUMINAIRE AND REERECTION, AS PER PLAN | 10 EACH | $250 | $270 | $500 |
| 625E29000 TRENCH | 516 FT | $12.00 | $13.00 | $12.00 |
| 625E29920 STRUCTURE JUNCTION BOX | 6 EACH | $3,750 | $4,050 | $2,850 |
| 625E30700 PULL BOX, 725.08, 18" | 3 EACH | $950 | $1,026 | $1,500 |
| 625E31510 PULL BOX REMOVED | 1 EACH | $250 | $270 | $150 |
| 625E32000 GROUND ROD | 9 EACH | $390 | $421 | $300 |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 2 EACH | $2,500 | $2,700 | $11,550 |
| 625E34001 POWER SERVICE, AS PER PLAN | 1 EACH | $9,000 | $9,720 | $2,250 |
| 625E35011 REMOVE AND REERECT EXISTING LIGHT POLE, AS PER PLA | 9 EACH | $1,750 | $1,890 | $800 |
| 625E36010 UNDERGROUND WARNING/MARKING TAPE | 516 FT | $1.60 | $1.75 | $2.00 |
| 625E39520 PULL BOX CLEANED | 6 EACH | $500 | $540 | $100 |
| 625E40000 SPECIAL - MAINTAIN EXISTING LIGHTING | 1 LS | $4,000 | $4,320 | $20,000 |
| 625E40010 SPECIAL - REPLACEMENT OF EXISTING LIGHTING UNIT | 3 EACH | $2,500 | $2,700 | $4,800 |
| 625E75500 LIGHT POLE FOUNDATION REMOVED | 3 EACH | $815 | $880 | $950 |
| 621E00100 RPM (TWO WAY) | 392 EACH | $35.00 | $50.00 | $34.10 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 310 EACH | $14.50 | $15.70 | $14.50 |
| 626E00102 BARRIER REFLECTOR, TYPE 1 (TWO WAY) | 133 EACH | $11.00 | $12.00 | $20.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (TWO WAY) | 24 EACH | $13.00 | $14.00 | $20.00 |
| 632E26500 DETECTOR LOOP | 5 EACH | $1,500 | $1,620 | $4,100 |
| 632E65200 LOOP DETECTOR LEAD-IN CABLE | 800 FT | $1.80 | $1.94 | $2.50 |
| 644E00104 EDGE LINE, 6" | 2.94 MILE | $5,060 | $5,465 | $5,060 |
| 644E00204 LANE LINE, 6" | 0.05 MILE | $2,305 | $2,490 | $2,305 |
| 644E00300 CENTER LINE | 3.23 MILE | $6,450 | $6,970 | $6,450 |
| 644E00404 CHANNELIZING LINE, 12" | 1,119 FT | $1.50 | $1.62 | $1.50 |
| 644E00500 STOP LINE | 146 FT | $8.65 | $9.34 | $8.65 |
| 644E00620 CROSSWALK LINE, 12" | 647 FT | $7.70 | $8.32 | $7.70 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 658 FT | $8.40 | $9.07 | $8.40 |
| 644E01300 LANE ARROW | 45 EACH | $125 | $135 | $125 |
| 644E01510 DOTTED LINE, 6" | 297 FT | $1.40 | $1.51 | $1.40 |
| 644E01630 BIKE LANE SYMBOL MARKING | 21 EACH | $550 | $594 | $550 |
| 644E20800 YIELD LINE | 24 FT | $6.16 | $6.65 | $6.16 |
| 807E12010 WET REFLECTIVE EPOXY PAVEMENT MARKING, EDGE LINE, | 0.47 MILE | $26,815 | $28,960 | $26,815 |
| 807E12110 WET REFLECTIVE EPOXY PAVEMENT MARKING, LANE LINE, | 0.24 MILE | $20,950 | $22,626 | $20,950 |
| 807E12310 WET REFLECTIVE EPOXY PAVEMENT MARKING, CHANNELIZIN | 227 FT | $6.00 | $6.48 | $6.00 |
| 807E12430 WET REFLECTIVE EPOXY PAVEMENT MARKING, DOTTED LINE | 148 FT | $5.90 | $6.37 | $5.90 |
| 807E14010 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, EDG | 4.03 MILE | $7,910 | $8,550 | $7,910 |
| 807E14110 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, LAN | 1.67 MILE | $4,060 | $4,385 | $4,060 |
| 807E14310 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, CHA | 2,382 FT | $3.00 | $3.24 | $3.00 |
| 807E14410 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, DOT | 1,343 FT | $1.75 | $1.89 | $1.75 |
| 807E14430 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, DOT | 668 FT | $2.00 | $2.16 | $2.00 |
| 850E10010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $2,900 | $3,132 | $2,900 |
| 850E10030 GROOVING FOR 12" RECESSED PAVEMENT MARKING | — | $4,600 | $4,968 | $4,600 |
| 850E20010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $5,650 | $6,102 | $5,650 |
| 850E20030 GROOVING FOR 12" RECESSED PAVEMENT MARKING | — | $8,950 | $9,666 | $8,950 |
| 630E07600 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X12 | 44 FT | $95.00 | $102 | $95.00 |
| 630E84500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION | 2 EACH | $2,050 | $1,566 | $1,450 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $80.00 | $87.00 | $80.00 |
| 630E86102 REMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT | 2 EACH | $275 | $297 | $275 |
| 203E35141 GRANULAR MATERIAL, TYPE E, AS PER PLAN | 111 CY | $65.00 | $137 | $125 |
| 204E50001 GEOTEXTILE FABRIC, AS PER PLAN | 583 SY | $1.00 | $5.25 | $4.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 500 HOUR | $110 | $100 | $85.00 |
| 614E11630 INCREASED BARRIER DELINEATION | 1,620 FT | $1.50 | $3.80 | $2.00 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,250 | $2,300 | $2,087 |
| 614E12420 DETOUR SIGNING | 1 LS | $12,500 | $8,350 | $7,710 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 8 EACH | $250 | $270 | $248 |
| 614E12756 WORK ZONE CROSSOVER LIGHTING SYSTEM | 4 EACH | $3,450 | $6,800 | $33,400 |
| 614E12801 WORK ZONE RAISED PAVEMENT MARKER, AS PER PLAN | 192 EACH | $50.00 | $51.00 | $6.07 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 30 CY | $350 | $375 | $350 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (ONE WAY) | 426 EACH | $10.00 | $14.15 | $13.00 |
| 614E13312 BARRIER REFLECTOR, TYPE 2 (ONE WAY) | 15 EACH | $10.00 | $19.25 | $18.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 109 EACH | $15.00 | $23.50 | $22.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 161 EACH | $15.00 | $24.70 | $23.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 48 SNMT | $1,000 | $988 | $915 |
| 614E20010 WORK ZONE LANE LINE, CLASS I, 6" | 0.2 MILE | $575 | $621 | $575 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 5.8 MILE | $1,440 | $1,555 | $1,440 |
| 614E23010 WORK ZONE CHANNELIZING LINE, CLASS I, 12" | 1,453 FT | $1.00 | $1.08 | $1.00 |
| 614E24000 WORK ZONE DOTTED LINE, CLASS I | 2,708 FT | $0.95 | $1.03 | $0.95 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $25,000 | $34,000 | $30,000 |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 424 SY | $135 | $75.60 | $110 |
| 616E10000 WATER | 20 MGAL | $20.00 | $11.80 | $100 |
| 622E41110 PORTABLE BARRIER, ANCHORED | 3,592 FT | $26.50 | $31.60 | $30.00 |
| 630E83000 COVERING OF SIGN | 10 SF | $27.00 | $30.00 | $27.00 |
| 829E00100 WORK ZONE EGRESS WARNING SYSTEM | 24 SNMT | $1,500 | $1,485 | $1,375 |
| 900E00100 RAILROAD FLAGGING SERVICES | 60,000 EACH | $1.00 | $1.00 | $1.00 |
| 614E20056 WORK ZONE LANE LINE, CLASS I, 6", 807 PAINT | 1.67 MILE | $1,000 | $1,080 | $1,000 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 0.05 MILE | $650 | $702 | $650 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 2.66 MILE | $1,560 | $1,685 | $1,560 |
| 614E22056 WORK ZONE EDGE LINE, CLASS I, 6", 807 PAINT | 3.6 MILE | $3,650 | $3,942 | $3,650 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 2.8 MILE | $1,236 | $1,335 | $1,236 |
| 614E23110 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 807 PAI | 4,635 FT | $1.85 | $2.00 | $1.85 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 775 FT | $0.85 | $0.92 | $0.85 |
| 614E24102 WORK ZONE DOTTED LINE, CLASS I, 6", 807 PAINT | 2,011 FT | $1.75 | $1.89 | $1.75 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 50 FT | $3.50 | $3.80 | $3.50 |
| 614E30650 WORK ZONE ARROW, CLASS III, 642 PAINT | 27 EACH | $75.00 | $81.00 | $75.00 |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $35,000 | $19,000 | $19,000 |
| 530E51020 SPECIAL - RETAINING WALL, TIMBER LAGGING | 476 SF | $35.00 | $39.25 | $40.00 |
| 202E22900 APPROACH SLAB REMOVED | 267 SY | $55.00 | $118 | $55.00 |
| 202E23500 WEARING COURSE REMOVED | 267 SY | $5.00 | $30.00 | $14.00 |
| 202E98200 REMOVAL MISC.: PORTION OF STRUCTURE REMOVED, BULB | 854 FT | $20.00 | $25.00 | $20.00 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN (TE | 1 LS | $25,000 | $35,000 | $40,000 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN (TE | 1 LS | $25,000 | $36,000 | $46,000 |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $125,000 | $41,500 | $85,000 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 100 LB | $1.25 | $5.00 | $4.00 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 29,601 FT | $1.50 | $1.55 | $1.60 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 534 EACH | $22.00 | $24.00 | $15.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 2,127 SY | $26.50 | $34.00 | $26.50 |
| 512E10600 CONCRETE REPAIR BY EPOXY INJECTION | 104 FT | $125 | $135 | $100 |
| 512E33000 TYPE 2 WATERPROOFING | 68 SY | $35.00 | $45.00 | $30.00 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 171 SY | $25.50 | $37.00 | $25.50 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 21,476 EACH | $4.25 | $5.00 | $6.00 |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 100 SF | $300 | $324 | $300 |
| 514E00057 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 100 SF | $50.00 | $54.00 | $50.00 |
| 514E00061 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 100 SF | $50.00 | $54.00 | $50.00 |
| 514E00067 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT, AS P | 100 SF | $50.00 | $54.00 | $50.00 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 5 MNHR | $200 | $216 | $200 |
| 514E10000 FINAL INSPECTION REPAIR | 2 EACH | $300 | $324 | $300 |
| 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 150 FT | $850 | $785 | $850 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 172 SF | $8.00 | $16.00 | $12.00 |
| 518E12301 SCUPPERS, INCLUDING SUPPORTS, AS PER PLAN (TYPE A) | 24 EACH | $3,000 | $2,400 | $3,600 |
| 518E12301 SCUPPERS, INCLUDING SUPPORTS, AS PER PLAN (TYPE B) | 8 EACH | $1,500 | $1,525 | $2,200 |
| 518E20000 PREFABRICATED GEOCOMPOSITE DRAIN | 161 SY | $35.00 | $36.00 | $55.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 8 CY | $250 | $200 | $300 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 168 FT | $15.00 | $10.00 | $10.00 |
| 518E40011 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 111 FT | $35.00 | $20.00 | $20.00 |
| 519E00100 SPECIAL - COMPOSITE FIBER WRAP SYSTEM (SEE PROPOSA | 1,535 SF | $67.00 | $75.60 | $72.30 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 264 SF | $170 | $185 | $165 |
| 526E90010 TYPE A INSTALLATION | 153 FT | $220 | $280 | $285 |
| 530E00200 SPECIAL - STRUCTURES SITE ACCESS | 1 LS | $85,000 | $135,000 | $75,000 |
| 601E20001 CRUSHED AGGREGATE SLOPE PROTECTION, AS PER PLAN | 100 SY | $30.00 | $135 | $84.00 |
| 607E39901 VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRI | 852 FT | $88.50 | $89.00 | $88.00 |
| 690E91000 SPECIAL - AS-BUILT CONSTRUCTION PLANS | 1 LS | $3,000 | $22,000 | $4,000 |
| 202E22900 APPROACH SLAB REMOVED | 400 SY | $50.00 | $80.00 | $55.00 |
| 202E23500 WEARING COURSE REMOVED | 2,471 SY | $5.00 | $11.00 | $10.00 |
| 202E98200 REMOVAL MISC.: PORTION OF STRUCTURE REMOVED, BULB | 368 FT | $20.00 | $26.00 | $20.00 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN (TE | 1 LS | $25,000 | $35,000 | $58,000 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN (TE | 1 LS | $25,000 | $36,000 | $58,000 |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $75,000 | $23,000 | $80,000 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 100 LB | $1.25 | $6.00 | $1.84 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 13,191 FT | $1.50 | $1.52 | $1.60 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 448 EACH | $30.00 | $29.00 | $15.00 |
| 511E33501 SEMI-INTEGRAL DIAPHRAGM GUIDE, AS PER PLAN | 4 EACH | $4,500 | $6,500 | $2,200 |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 51 CY | $1,255 | $4,050 | $1,200 |
| 511E53014 CLASS QC3 CONCRETE, MISC.: CLASS QC3 CONCRETE WITH | 157 CY | $950 | $1,325 | $900 |
| 511E53014 CLASS QC3 CONCRETE, MISC.:: CLASS QC3 CONCRETE WIT | 126 CY | $800 | $1,435 | $875 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 833 SY | $26.50 | $35.00 | $26.50 |
| 512E10600 CONCRETE REPAIR BY EPOXY INJECTION | 15 FT | $150 | $135 | $175 |
| 512E33000 TYPE 2 WATERPROOFING | 17 SY | $50.00 | $64.00 | $50.00 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 12,285 EACH | $4.30 | $5.10 | $6.00 |
| 513E95030 STRUCTURAL STEEL, MISC.: BEAM MODIFICATION | 28 EACH | $845 | $2,650 | $660 |
| 513E95030 STRUCTURAL STEEL, MISC.: FIELD DRILLING HOLES | 196 EACH | $5.00 | $50.00 | $47.00 |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 1,152 SF | $70.00 | $75.60 | $70.00 |
| 514E00057 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 1,152 SF | $40.00 | $43.20 | $40.00 |
| 514E00061 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 1,245 SF | $25.00 | $27.00 | $25.00 |
| 514E00067 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT, AS P | 1,245 SF | $10.00 | $10.80 | $10.00 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 8 MNHR | $200 | $216 | $200 |
| 514E10000 FINAL INSPECTION REPAIR | 2 EACH | $300 | $324 | $300 |
| 514E27700 FIELD PAINTING, MISC.: COATING OF BEAM ENDS | 776 SF | $145 | $157 | $145 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 46 SF | $8.00 | $13.00 | $13.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 247 SF | $15.00 | $18.00 | $15.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 243 FT | $40.00 | $51.75 | $45.00 |
| 516E44000 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 14 EACH | $1,000 | $650 | $875 |
| 516E44000 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 14 EACH | $1,000 | $650 | $900 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 28 EACH | $1,500 | $2,200 | $1,400 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $75,000 | $65,000 | $55,000 |
| 518E12301 SCUPPERS, INCLUDING SUPPORTS, AS PER PLAN (TYPE A) | 8 EACH | $3,000 | $2,190 | $3,600 |
| 518E12301 SCUPPERS, INCLUDING SUPPORTS, AS PER PLAN (TYPE B) | 9 EACH | $1,500 | $1,295 | $2,200 |
| 518E20000 PREFABRICATED GEOCOMPOSITE DRAIN | 15 SY | $55.00 | $35.00 | $55.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 131 CY | $125 | $145 | $110 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 265 FT | $15.00 | $9.60 | $12.00 |
| 518E40011 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 120 FT | $40.00 | $23.00 | $21.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 564 SF | $135 | $140 | $155 |
| 526E90010 TYPE A INSTALLATION | 198 FT | $200 | $215 | $280 |
| 601E20001 CRUSHED AGGREGATE SLOPE PROTECTION, AS PER PLAN | 100 SY | $25.00 | $135 | $84.00 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $50,000 | $40,000 | $12,000 |
| 108E10000 CPM PROGRESS SCHEDULE | 1 LS | $11,000 | $18,500 | $3,500 |
| 619E16020 FIELD OFFICE, TYPE C | 8 MNTH | $4,250 | $4,500 | $5,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $50,000 | $54,000 | $95,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E53014 CLASS QC3 CONCRETE, MISC.: CLASS QC3 CONCRETE WITH | 997 CY | $1,350 | $1.35M | 9% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 3,740 CY | $270 | $1.01M | 7% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $850,000 | $850k | 6% |
| 624E10000 MOBILIZATION | 1 LS | $737,500 | $738k | 5% |
| 511E53014 CLASS QC3 CONCRETE, MISC.: CLASS QC3 CONCRETE WITH | 564 CY | $1,275 | $719k | 5% |
| 509E26001 GALVANIZED STEEL REINFORCEMENT, AS PER PLAN | 357,286 LB | $2 | $715k | 5% |
| 252E01001 FULL DEPTH RIGID PAVEMENT REMOVAL AND FLEXIBLE REP | 3,438 SY | $187.5 | $645k | 4% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $475,000 | $475k | 3% |
| 509E26001 GALVANIZED STEEL REINFORCEMENT, AS PER PLAN | 199,025 LB | $2 | $398k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $350,000 | $350k | 2% |