Gal-CR 40-02.35
Gallia County · est $1.6M
Bid dateThursday, March 27—
Gallia County · est $1.6M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 56 more items below.
| Item | Quantity | R1Complete General Construction Company | % of bid |
|---|---|---|---|
| 513E10260 STRUCTURAL STEEL MEMBERS, LEVEL 3 | 131,500 LB | $3.00 | 27% |
| 504E11101 STEEL SHEET PILING LEFT IN PLACE, AS PER PLAN | 4,960 SF | $65.00 | 22% |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 95 CY | $1,600 | 10% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 94 CY | $1,000 | 6% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $85,000 | 6% |
| 624E10000 MOBILIZATION | 1 LS | $60,000 | 4% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 191 FT | $270 | 4% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 28,846 LB | $1.59 | 3% |
| 526E15000 REINFORCED CONCRETE APPROACH SLABS (T=13") | 108 SY | $420 | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 102 CY | $273 | 2% |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 520 FT | $50.00 | 2% |
| 304E20000 AGGREGATE BASE | 177 CY | $140 | 2% |
| 503E21100 UNCLASSIFIED EXCAVATION | 152 CY | $150 | 2% |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $20,000 | 1% |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $1,900 | 1% |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 21 CF | $855 | 1% |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 1 EACH | $15,000 | 1% |
| 606E15051 GUARDRAIL, TYPE MGS, AS PER PLAN | 475 FT | $28.20 | 1% |
| 526E90010 TYPE A INSTALLATION | 49 FT | $255 | 1% |
| 203E20000 EMBANKMENT | 346 CY | $35.00 | 1% |
| Item | Quantity | R1Complete General Construction Company |
|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $10,000 |
| 202E23000 PAVEMENT REMOVED | 900 SY | $11.75 |
| 202E38000 GUARDRAIL REMOVED | 129 FT | $3.00 |
| 202E53100 MAILBOX REMOVED | 1 EACH | $30.00 |
| 203E10000 EXCAVATION | 85 CY | $25.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350) | 2 EACH | $3,060 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,565 |
| 606E34600 MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 | 1 EACH | $2,575 |
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 EACH |
| $2,880 |
| 690E50000 SPECIAL - MAILBOX SUPPORT | 1 EACH | $195 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $150 |
| 659E00300 TOPSOIL | 70 CY | $45.00 |
| 659E10000 SEEDING AND MULCHING | 628 SY | $5.10 |
| 659E14000 REPAIR SEEDING AND MULCHING | 31 SY | $5.00 |
| 659E15000 INTER-SEEDING | 31 SY | $5.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.09 TON | $1,250 |
| 659E31000 LIME | 0.13 ACRE | $150 |
| 659E35000 WATER | 3.42 MGAL | $1.00 |
| 832E30000 EROSION CONTROL | 10,000 EACH | $1.00 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 1.11 CY | $500 |
| 602E20000 CONCRETE MASONRY | 0.21 CY | $11,000 |
| 605E06000 4" BASE PIPE UNDERDRAINS | 172 FT | $28.00 |
| 605E31100 AGGREGATE DRAINS | 200 FT | $23.00 |
| 611E00407 4" CONDUIT, TYPE F, AS PER PLAN | 4 FT | $200 |
| 611E04400 12" CONDUIT, TYPE B | 48 FT | $140 |
| 611E98510 CATCH BASIN, NO. 2-3 | 1 EACH | $4,400 |
| 204E10000 SUBGRADE COMPACTION | 1,125 SY | $4.50 |
| 407E10000 TACK COAT | 53 GAL | $2.50 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 52 CY | $140 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 31 CY | $289 |
| 609E26000 CURB, TYPE 6 | 75 FT | $68.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BI-DIRECTIONAL) | 14 EACH | $12.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 42 FT | $18.00 |
| 630E08600 SIGN POST REFLECTOR | 4 EACH | $45.00 |
| 630E80100 SIGN, FLAT SHEET | 12 SF | $22.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 4 EACH | $10.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 4 EACH | $15.00 |
| 644E00104 EDGE LINE, 6" | 0.2 MILE | $18,900 |
| 644E00300 CENTER LINE | 0.1 MILE | $29,500 |
| 614E12420 DETOUR SIGNING | 1 LS | $4,650 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $1,500 |
| 507E00150 STEEL PILES HP10X42, DRIVEN | 440 FT | $10.00 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $4,500 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 106 SY | $45.00 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 660 EACH | $8.00 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 3 SF | $12.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 58 SF | $16.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 63 FT | $48.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 52 CY | $150 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 90 FT | $25.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 64 FT | $14.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 64 FT | $22.00 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 54 CY | $145 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $12,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $9,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $10,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 513E10260 STRUCTURAL STEEL MEMBERS, LEVEL 3 | 131,500 LB | $3 | $395k | 24% |
| 504E11101 STEEL SHEET PILING LEFT IN PLACE, AS PER PLAN | 4,960 SF | $65 | $322k | 19% |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 95 CY | $1,600 | $152k | 9% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 94 CY | $1,000 | $94k | 6% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $85,000 | $85k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $60,000 | $60k | 4% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 191 FT | $270 | $52k | 3% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 28,846 LB | $1.59 | $46k | 3% |
| 526E15000 REINFORCED CONCRETE APPROACH SLABS (T=13") | 108 SY | $420 | $45k | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 102 CY | $273 | $28k | 2% |