Per-SR 93/SR 216-01.04/01.78 (Part 1 and Part 2)
Perry County · est $0.7M
Bid dateThursday, June 30—
Perry County · est $0.7M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 7.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 35 more items below.
| Item | Quantity | R1Shelly Company | R2Axis Civil Construction LLC | % of bid |
|---|---|---|---|---|
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 723 CY | $255 | $275 | 26% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $85,000 | $58,000 | 12% |
| 608E10000 4" CONCRETE WALK | 6,998 SF | $9.75 | $8.25 | 10% |
| 611E04400 12" CONDUIT, TYPE B, PER 706.02 | 523 FT | $95.00 | $135 | 7% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.25" | 20,395 SY | $2.25 | $2.90 | 6% |
| 609E26001 CURB, TYPE 6, AS PER PLAN | 1,360 FT | $28.00 | $32.00 | 5% |
| 452E12010 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 302 SY | $106 | $130 | 4% |
| 253E01000 PAVEMENT REPAIR | 215 SY | $110 |
| Item | Quantity | R1Shelly Company | R2Axis Civil Construction LLC |
|---|---|---|---|
| 203E10000 EXCAVATION | 105 CY | $71.00 | $100 |
| 204E10000 SUBGRADE COMPACTION | 1,202 SY | $7.50 | $3.00 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 2 CY | $655 | $400 |
| 616E10000 WATER | 2 MGAL | $1.00 | $1.00 |
| 659E00300 TOPSOIL | 28 CY | $212 | $60.00 |
| 659E00500 SEEDING AND MULCHING, CLASS 1 | 250 SY | $12.50 | $4.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.04 TON | $1,375 |
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 →
| $95.00 |
| 3% |
| 253E02000 PAVEMENT REPAIR | 50 CY | $450 | $450 | 3% |
| 611E98180 CATCH BASIN, NO. 3A | 7 EACH | $3,000 | $4,200 | 3% |
| 304E20000 AGGREGATE BASE | 105 CY | $196 | $150 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20,000 | 3% |
| 202E32001 CURB REMOVED, AS PER PLAN | 1,492 FT | $11.25 | $15.00 | 2% |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $2,500 | $1,800 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $15,000 | $10,000 | 2% |
| 202E30001 WALK REMOVED, AS PER PLAN | 7,708 SF | $1.70 | $2.25 | 2% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 27 CY | $475 | $435 | 2% |
| 608E52000 CURB RAMP | 620 SF | $18.75 | $32.00 | 2% |
| 202E23500 WEARING COURSE REMOVED | 711 SY | $16.15 | $7.00 | 2% |
| 202E98300 REMOVAL MISC.: DRIVEWAYS | 346 SY | $29.50 | $35.00 | 1% |
| $1,200 |
| 659E31000 LIME | 0.06 ACRE | $50.00 | $700 |
| 659E35000 WATER | 2 MGAL | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 |
| 611E98370 CATCH BASIN, NO. 6 | 2 EACH | $2,700 | $4,200 |
| 611E98470 CATCH BASIN, NO. 2-2B | 1 EACH | $2,450 | $4,200 |
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 29 CY | $165 | $180 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 1 EACH | $600 | $300 |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (13 CY | $290 | $400 |
| 452E10010 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 44 SY | $94.00 | $115 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 2 EACH | $925 | $600 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 2 EACH | $925 | $750 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 2 EACH | $600 | $250 |
| 407E20000 NON-TRACKING TACK COAT | 1,687 GAL | $3.50 | $3.50 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 70 FT | $22.00 | $25.00 |
| 630E79500 SIGN SUPPORT ASSEMBLY, POLE MOUNTED | 2 EACH | $185 | $225 |
| 630E80100 SIGN, FLAT SHEET | 50 SF | $30.00 | $40.00 |
| 644E00104 EDGE LINE, 6" | 1 MILE | $6,195 | $6,195 |
| 644E00300 CENTER LINE | 1.22 MILE | $7,299 | $7,299 |
| 644E00500 STOP LINE | 185 FT | $9.00 | $9.00 |
| 644E00620 CROSSWALK LINE, 12" | 1,148 FT | $4.50 | $4.50 |
| 644E01200 PARKING LOT STALL MARKING | 513 FT | $2.60 | $2.60 |
| 644E20800 YIELD LINE | 121 FT | $7.65 | $7.65 |
| 647E20212 HANDICAP SYMBOL MARKING, TYPE B125 | 2 EACH | $175 | $175 |
| 647E20512 PARKING LOT STALL MARKING, TYPE B125 | 32 FT | $5.90 | $5.90 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 6 CY | $175 | $400 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 1.22 MILE | $1,960 | $3,250 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 48 FT | $4.50 | $14.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $4,000 | $5,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 723 CY | $255.15 | $184k | 23% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $85,000 | $85k | 10% |
| 608E10000 4" CONCRETE WALK | 6,998 SF | $9.75 | $68k | 8% |
| 611E04400 12" CONDUIT, TYPE B, PER 706.02 | 523 FT | $95 | $50k | 6% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.25" | 20,395 SY | $2.25 | $46k | 6% |
| 609E26001 CURB, TYPE 6, AS PER PLAN | 1,360 FT | $28 | $38k | 5% |
| 452E12010 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 302 SY | $106 | $32k | 4% |
| 253E01000 PAVEMENT REPAIR | 215 SY | $110 | $24k | 3% |
| 253E02000 PAVEMENT REPAIR | 50 CY | $450 | $23k | 3% |
| 611E98180 CATCH BASIN, NO. 3A | 7 EACH | $3,000 | $21k | 3% |