Pau-SR 66/SR 637-00.00/08.39/15.56
Paulding County · est $2.2M
Bid dateThursday, June 30—
Paulding County · est $2.2M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 7%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 22 more items below.
| Item | Quantity | R1Shelly Company | R2Gerken Paving INC | % of bid |
|---|---|---|---|---|
| 441E10101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), AS | 6,414 CY | $207 | $192 | 62% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3/4" THICKNESS | 173,222 SY | $1.00 | $1.25 | 8% |
| 253E02000 PAVEMENT REPAIR | 350 CY | $325 | $255 | 5% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 1,511 CY | $48.00 | $65.00 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $60,000 | $98,000 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $50,000 | $100,000 | 2% |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 8.15 MILE | $6,000 | $5,500 | 2% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 109 CY | $400 |
| Item | Quantity | R1Shelly Company | R2Gerken Paving INC |
|---|---|---|---|
| 202E30000 WALK REMOVED | 1,211 SF | $3.75 | $3.75 |
| 202E32000 CURB REMOVED | 62 FT | $15.00 | $15.00 |
| 608E52000 CURB RAMP | 374 SF | $20.00 | $20.00 |
| 608E53020 DETECTABLE WARNING | 118 SF | $30.00 | $30.00 |
| 609E26000 CURB, TYPE 6 | 27 FT | $45.00 | $45.00 |
| 623E39500 MONUMENT ASSEMBLY ADJUSTED TO GRADE | 4 EACH | $300 | $1,200 |
| 659E00300 TOPSOIL | 3 CY | $150 |
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 →
| $500 |
| 2% |
| 407E20000 NON-TRACKING TACK COAT | 15,972 GAL | $2.45 | $2.00 | 2% |
| 202E23500 WEARING COURSE REMOVED | 6,217 SY | $6.00 | $2.60 | 2% |
| 621E00100 RPM | 765 EACH | $29.54 | $29.54 | 1% |
| 254E01600 PATCHING PLANED SURFACE | 3,654 SY | $6.00 | $7.00 | 1% |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 15.58 MILE | $1,350 | $1,065 | 1% |
| 642E00104 EDGE LINE, 6", TYPE 1 | 23.88 MILE | $850 | $850 | 1% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1 1/4" THICKNE | 9,598 SY | $1.85 | $2.40 | 1% |
| 642E00300 CENTER LINE, TYPE 1 | 12.26 MILE | $1,250 | $950 | 1% |
| 608E10000 4" CONCRETE WALK | 621 SF | $20.00 | $20.00 | 1% |
| 614E21400 WORK ZONE CENTER LINE, CLASS II | 24.52 MILE | $500 | $750 | 1% |
| 304E20000 AGGREGATE BASE | 80 CY | $125 | $140 | 0% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $10,000 | $12,000 | 0% |
| $150 |
| 659E10000 SEEDING AND MULCHING | 49 SY | $6.00 | $6.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.18 TON | $1,500 | $1,500 |
| 659E35000 WATER | 0.26 MGAL | $100 | $100 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 |
| 875E10000 LONGITUDINAL JOINT ADHESIVE | 4,161 LB | $1.50 | $2.50 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 7.79 MILE | $1,150 | $815 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 765 EACH | $10.00 | $10.00 |
| 643E00500 STOP LINE | 109 FT | $15.00 | $15.00 |
| 643E00620 CROSSWALK LINE, 12" | 212 FT | $7.50 | $7.50 |
| 643E00630 CROSSWALK LINE, 24" | 234 FT | $15.00 | $15.00 |
| 643E01100 SCHOOL SYMBOL MARKING, 72" | 2 EACH | $2,000 | $2,000 |
| 643E01200 PARKING LOT STALL MARKING | 750 FT | $7.50 | $7.50 |
| 643E01510 DOTTED LINE, 6" | 278 FT | $3.00 | $3.00 |
| 643E01600 HANDICAP SYMBOL MARKING | 2 EACH | $250 | $250 |
| 614E12460 WORK ZONE MARKING SIGN | 70 EACH | $100 | $100 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E10101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), AS | 6,414 CY | $207 | $1.33M | 60% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3/4" THICKNESS | 173,222 SY | $1 | $173k | 8% |
| 253E02000 PAVEMENT REPAIR | 350 CY | $325 | $114k | 5% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 1,511 CY | $48 | $73k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $60,000 | $60k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $50,000 | $50k | 2% |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 8.15 MILE | $6,000 | $49k | 2% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 109 CY | $400 | $44k | 2% |
| 407E20000 NON-TRACKING TACK COAT | 15,972 GAL | $2.45 | $39k | 2% |
| 202E23500 WEARING COURSE REMOVED | 6,217 SY | $6 | $37k | 2% |