COS-SR 93/SR 93D-03.52/00.00
COS County · est $2.4M
Bid dateThursday, July 29—
COS County · est $2.4M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 6.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 52 more items below.
| Item | Quantity | R1Shelly Company | R2Nls Paving, INC | % of bid |
|---|---|---|---|---|
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 4,634 CY | $144 | $167 | 32% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (3582 CY | $131 | $162 | 22% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $215,000 | $165,000 | 10% |
| 253E02000 PAVEMENT REPAIR | 550 CY | $206 | $285 | 5% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.25" | 104,339 SY | $0.82 | $1.00 | 4% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 273 CY | $300 | $310 | 4% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 1,019 CY | $58.00 | $60.00 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $57,000 |
| Item | Quantity | R1Shelly Company | R2Nls Paving, INC |
|---|---|---|---|
| 202E30000 WALK REMOVED | 1,313 SF | $4.50 | $5.00 |
| 202E32000 CURB REMOVED | 273 FT | $13.00 | $15.75 |
| 202E32500 CURB AND GUTTER REMOVED | 81 FT | $13.00 | $16.00 |
| 608E10000 4" CONCRETE WALK | 584 SF | $18.00 | $16.50 |
| 608E53020 DETECTABLE WARNING | 120 SF | $25.00 | $35.00 |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 38 FT | $35.00 | $98.00 |
| 609E26000 CURB, TYPE 6 | 232 FT | $25.00 | $38.00 |
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 →
| $100,000 |
| 3% |
| 202E23500 WEARING COURSE REMOVED | 8,092 SY | $6.75 | $5.90 | 3% |
| 407E20000 NON-TRACKING TACK COAT | 17,283 GAL | $3.05 | $2.30 | 3% |
| 644E00104 EDGE LINE, 6" | 15.61 MILE | $3,199 | $3,199 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 2.25" | 24,485 SY | $1.45 | $2.00 | 2% |
| 644E00300 CENTER LINE | 8.32 MILE | $3,592 | $3,592 | 1% |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 1,689 SY | $12.00 | $14.00 | 1% |
| 608E52000 CURB RAMP | 767 SF | $25.00 | $14.00 | 1% |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 1,565 SY | $12.00 | $14.00 | 1% |
| 621E00100 RPM | 727 EACH | $25.00 | $26.00 | 1% |
| 408E10001 PRIME COAT, AS PER PLAN | 3,910 GAL | $4.15 | $3.45 | 1% |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 17.1 MILE | $895 | $995 | 1% |
| 209E72051 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 15.24 MILE | $1,000 | $1,400 | 1% |
| 653E10000 TOPSOIL FURNISHED AND PLACED |
| 5 CY |
| $450 |
| $120 |
| 659E00500 SEEDING AND MULCHING, CLASS 1 | 500 SY | $6.28 | $4.00 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 13 EACH | $850 | $1,000 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 12 EACH | $850 | $350 |
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 6 CY | $100 | $230 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 22 EACH | $300 | $150 |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 1 CY | $475 | $550 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN(A) | 276 FT | $23.50 | $23.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 727 EACH | $2.25 | $7.00 |
| 644E00500 STOP LINE | 892 FT | $6.35 | $6.35 |
| 644E00600 CROSSWALK LINE | 1,837 FT | $3.50 | $3.50 |
| 644E01000 RAILROAD SYMBOL MARKING | 3 EACH | $775 | $775 |
| 644E01200 PARKING LOT STALL MARKING | 405 FT | $2.35 | $2.35 |
| 644E20800 YIELD LINE | 65 FT | $12.50 | $12.50 |
| 646E10010 EDGE LINE, 6" | 0.45 MILE | $15,252 | $15,252 |
| 646E10200 CENTER LINE | 0.23 MILE | $22,700 | $22,700 |
| 647E20212 HANDICAP SYMBOL MARKING, TYPE B125 | 2 EACH | $205 | $205 |
| 647E20512 PARKING LOT STALL MARKING, TYPE B125 | 32 FT | $7.35 | $7.35 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 56 FT | $18.00 | $10.00 |
| 630E80100 SIGN, FLAT SHEET | 33 SF | $38.00 | $15.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 80 HOUR | $75.00 | $75.00 |
| 614E12460 WORK ZONE MARKING SIGN | 75 EACH | $88.00 | $175 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 14 CY | $125 | $240 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 6 SNMT | $1,600 | $1,600 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 8.55 MILE | $995 | $1,475 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 16.06 MILE | $720 | $1,175 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 260 FT | $2.50 | $12.00 |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 CY | $2,600 | $1,500 |
| 511E34445 CLASS QC2 CONCRETE, BRIDGE DECK, AS PER PLAN | 1 CY | $3,800 | $1,500 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN (B) | 64 FT | $22.50 | $23.00 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 507 SY | $12.00 | $14.00 |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 CY | $2,600 | $1,500 |
| 511E34445 CLASS QC2 CONCRETE, BRIDGE DECK, AS PER PLAN | 1 CY | $3,800 | $1,500 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 308 SY | $12.00 | $14.00 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN (B) | 64 FT | $22.50 | $23.00 |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 CY | $2,600 | $1,500 |
| 511E34445 CLASS QC2 CONCRETE, BRIDGE DECK, AS PER PLAN | 1 CY | $3,800 | $1,500 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 357 SY | $12.00 | $14.00 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN (B) | 68 FT | $22.50 | $23.00 |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 CY | $2,600 | $1,500 |
| 511E34445 CLASS QC2 CONCRETE, BRIDGE DECK, AS PER PLAN | 1 CY | $3,800 | $1,500 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN (B) | 80 FT | $22.50 | $23.00 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $2,500 | $5,000 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $7,500 | $11,493 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $3,500 | $7,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 4,634 CY | $143.5 | $665k | 29% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (3582 CY | $130.75 | $468k | 20% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $215,000 | $215k | 9% |
| 253E02000 PAVEMENT REPAIR | 550 CY | $206 | $113k | 5% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.25" | 104,339 SY | $0.82 | $86k | 4% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 273 CY | $300 | $82k | 4% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 1,019 CY | $58 | $59k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $57,000 | $57k | 2% |
| 202E23500 WEARING COURSE REMOVED | 8,092 SY | $6.75 | $55k | 2% |
| 407E20000 NON-TRACKING TACK COAT | 17,283 GAL | $3.05 | $53k | 2% |