Ath-SR 13-06.87
Athens County · est $0.9M
Bid dateThursday, February 11—
Athens County · est $0.9M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 10.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 39 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2George J Igel & CO INC | R3Complete General Construction Company | R4D G M INC | R5Double Z Construction Company | R6Armstrong Steel Erectors INC | R7Dot Construction CORP | % of bid |
|---|---|---|---|---|---|---|---|---|---|
| 511E21520 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 243 CY | $750 | $850 | $880 | $860 | $930 | $1,270 | $800 | 26% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 68,110 LB | $1.20 | $1.50 | $1.16 | $1.15 | $1.30 | $1.20 | $1.20 | 11% |
| 526E25001 |
| Item | Quantity | R1Shelly & Sands INC | R2George J Igel & CO INC | R3Complete General Construction Company | R4D G M INC | R5Double Z Construction Company | R6Armstrong Steel Erectors INC | R7Dot Construction CORP |
|---|---|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $610 | $4,000 | $8,500 | $7,500 | $1,500 | $2,430 | $5,000 |
| 202E38000 GUARDRAIL REMOVED | 1,049 FT | $1.60 | $1.60 | $1.60 | $1.00 | $1.80 | $1.80 | $1.60 |
| 203E10000 EXCAVATION | 63 CY |
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 →
| 245 SY |
| $268 |
| $260 |
| $260 |
| $240 |
| $282 |
| $280 |
| $250 |
| 9% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 382.5 FT | $158 | $163 | $185 | $169 | $178 | $174 | $158 | 8% |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 102 FT | $488 | $550 | $500 | $520 | $555 | $500 | $600 | 7% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $40,000 | $67,300 | $75,000 | $100,000 | $85,000 | $73,000 | $100,000 | 6% |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 31 CY | $1,280 | $1,000 | $1,000 | $550 | $810 | $960 | $800 | 6% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 124 CY | $285 | $270 | $270 | $295 | $285 | $285 | $330 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20,000 | $20,000 | $20,000 | $20,000 | $40,000 | $40,000 | 3% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,200 FT | $14.00 | $13.50 | $15.00 | $14.50 | $18.00 | $26.50 | $12.00 | 2% |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $15,800 | $17,800 | $20,000 | $32,500 | $17,500 | $16,000 | $25,000 | 2% |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 3,708 EACH | $4.25 | $3.90 | $4.00 | $4.50 | $3.90 | $3.90 | $5.00 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 837.5 FT | $17.20 | $17.20 | $17.20 | $17.00 | $16.50 | $16.50 | $17.20 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3" AVERAGE DE | 668 SY | $19.00 | $6.50 | $7.50 | $7.50 | $12.50 | $32.00 | $22.00 | 2% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $12,000 | $3,500 | $6,000 | $2,500 | $5,000 | $2,500 | $35,000 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $11,000 | $6,000 | $3,000 | $3,000 | $6,000 | $3,000 | $10,000 | 2% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $10,906 | $8,800 | $30,000 | $4,000 | $15,000 | $22,000 | $10,000 | 2% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $10,000 | $6,500 | $10,000 | $15,000 | $20,000 | $31,000 | $20,000 | 1% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.5" AVERAGE | 1,636 SY | $6.00 | $4.75 | $6.50 | $6.50 | $7.50 | $7.00 | $7.00 | 1% |
| 516E44200 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 6 EACH | $1,500 | $920 | $800 | $950 | $870 | $1,317 | $1,000 | 1% |
| $11.00 |
| $12.00 |
| $25.00 |
| $30.00 |
| $34.00 |
| $15.00 |
| $40.00 |
| 203E20000 EMBANKMENT | 253 CY | $10.00 | $15.20 | $30.00 | $25.00 | $20.00 | $33.00 | $60.00 |
| 204E10000 SUBGRADE COMPACTION | 262 SY | $3.00 | $3.80 | $8.00 | $8.00 | $6.00 | $20.00 | $2.00 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B | 3 EACH | $1,820 | $1,820 | $1,820 | $2,200 | $1,700 | $1,700 | $18,200 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,020 | $2,020 | $2,020 | $2,200 | $1,950 | $1,950 | $2,020 |
| 659E10000 SEEDING AND MULCHING | 2,621 SY | $0.97 | $2.55 | $1.20 | $2.50 | $4.55 | $0.99 | $1.95 |
| 659E20000 COMMERCIAL FERTILIZER | 0.24 TON | $686 | $686 | $610 | $650 | $450 | $685 | $595 |
| 659E31000 LIME | 0.55 ACRE | $152 | $151 | $80.00 | $80.00 | $100 | $151 | $15.00 |
| 659E35000 WATER | 8 MGAL | $1.00 | $1.00 | $1.00 | $1.00 | $15.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 304E20000 AGGREGATE BASE | 42 CY | $90.00 | $75.00 | $95.00 | $90.00 | $111 | $215 | $100 |
| 407E20000 NON-TRACKING TACK COAT | 248 GAL | $3.00 | $7.00 | $5.00 | $5.00 | $3.00 | $3.00 | $3.50 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 11 EACH | $16.00 | $18.00 | $25.00 | $1.00 | $9.00 | $10.00 | $20.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 16 EACH | $7.50 | $7.60 | $7.60 | $10.00 | $8.00 | $8.50 | $7.60 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 3 EACH | $75.00 | $75.00 | $75.00 | $75.00 | $50.00 | $50.00 | $75.00 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 3 EACH | $110 | $110 | $110 | $75.00 | $125 | $125 | $110 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.34 MILE | $2,600 | $2,550 | $2,550 | $5,000 | $2,550 | $1,350 | $5,000 |
| 642E00300 CENTER LINE, TYPE 1 | 0.17 MILE | $4,700 | $4,525 | $4,525 | $7,000 | $4,525 | $1,350 | $5,800 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,120 | $2,120 | $2,120 | $1,900 | $1,850 | $1,900 | $2,120 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 50 EACH | $7.00 | $10.00 | $24.00 | $15.00 | $18.00 | $11.00 | $25.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 50 EACH | $15.00 | $20.00 | $28.00 | $15.00 | $23.00 | $15.00 | $30.00 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 0.06 MILE | $14,900 | $14,850 | $14,850 | $15,000 | $14,850 | $5,175 | $14,500 |
| 614E22000 WORK ZONE EDGE LINE, CLASS I, 4" | 0.58 MILE | $2,600 | $2,575 | $2,575 | $3,000 | $2,575 | $5,175 | $6,750 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 24 FT | $14.50 | $14.00 | $14.00 | $15.00 | $14.00 | $5.00 | $15.00 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 280 EACH | $23.00 | $21.75 | $12.50 | $35.00 | $21.50 | $20.00 | $50.00 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 224 SY | $10.50 | $10.50 | $10.50 | $12.00 | $10.50 | $10.50 | $20.00 |
| 512E44400 TYPE B WATERPROOFING | 51 SY | $18.00 | $20.00 | $18.00 | $20.00 | $39.00 | $18.00 | $50.00 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 6 EACH | $786 | $805 | $750 | $850 | $762 | $582 | $1,000 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 6 EACH | $1,018 | $1,570 | $1,500 | $1,500 | $1,470 | $757 | $1,700 |
| 516E44200 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 6 EACH | $950 | $980 | $850 | $1,000 | $932 | $816 | $1,300 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 73 CY | $100 | $130 | $95.00 | $90.00 | $105 | $112 | $100 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 454.07 FT | $13.50 | $12.00 | $13.50 | $15.00 | $12.00 | $10.00 | $20.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 140 FT | $7.00 | $10.00 | $13.50 | $15.00 | $9.00 | $8.50 | $30.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 64 FT | $8.00 | $11.00 | $19.50 | $15.00 | $17.00 | $12.50 | $30.00 |
| 519E11100 PATCHING CONCRETE STRUCTURE | 20 SF | $200 | $100 | $200 | $100 | $144 | $68.00 | $200 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $4,800 | $5,100 | $9,000 | $9,000 | $6,000 | $9,400 | $10,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $6,500 | $34,000 | $17,000 | $26,500 | $39,000 | $45,220 | $50,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E21520 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 243 CY | $750 | $182k | 22% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 68,110 LB | $1.2 | $82k | 10% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 245 SY | $268 | $66k | 8% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 382.5 FT | $158 | $60k | 7% |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 102 FT | $488 | $50k | 6% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $40,000 | $40k | 5% |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 31 CY | $1,280 | $40k | 5% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 124 CY | $285 | $35k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20k | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,200 FT | $14 | $17k | 2% |