Ada-SR 137/SR 247-00.00/07.41
Adams County · est $2.7M
Bid dateThursday, July 29—
Adams County · est $2.7M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 6.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 48 more items below.
| Item | Quantity | R1Brown County Asphalt INC | R2Shelly Company | R3Brown County Construction CO INC | % of bid |
|---|---|---|---|---|---|
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 8,341 CY | $140 | $143 | $152 | 50% |
| 888E10000 HIGH FRICTION SURFACE TREATMENT, SINGLE LIFT | 5,280 SY | $33.30 | $26.66 | $37.74 | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $150,000 | $155,000 | $49,326 | 6% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, 1 | 199,219 SY | $0.60 | $1.20 | $1.20 | 5% |
| 644E00104 EDGE LINE, 6" | 26.22 MILE | $3,865 | $3,289 |
| Item | Quantity | R1Brown County Asphalt INC | R2Shelly Company | R3Brown County Construction CO INC |
|---|---|---|---|---|
| 202E30000 WALK REMOVED | 85 SF | $30.00 | $19.25 | $34.00 |
| 608E10000 4" CONCRETE WALK | 115 SF | $30.00 | $17.00 | $34.00 |
| 608E53020 DETECTABLE WARNING | 16 SF | $100 | $15.00 | $113 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 22 FT | $100 | $40.00 | $57.08 |
| 611E04900 12" CONDUIT, TYPE D PLASTIC | 22 FT | $100 | $83.00 | $69.96 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE |
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 →
| $4,381 |
| 4% |
| 516E11801 VERTICAL EXTENSION OF STRUCTURAL EXPANSION JOINT, | 88 FT | $1,047 | $805 | $912 | 4% |
| 516E11801 VERTICAL EXTENSION OF STRUCTURAL EXPANSION JOINT, | 84 FT | $1,047 | $815 | $924 | 4% |
| 254E01600 PATCHING PLANED SURFACE | 39,844 SY | $1.75 | $1.75 | $1.65 | 3% |
| 644E00300 CENTER LINE | 13.33 MILE | $4,410 | $4,200 | $4,998 | 3% |
| 407E20000 NON-TRACKING TACK COAT | 17,301 GAL | $3.00 | $3.05 | $3.97 | 2% |
| 253E01001 PAVEMENT REPAIR, AS PER PLAN | 450 SY | $90.00 | $89.00 | $107 | 2% |
| 624E10000 MOBILIZATION | 1 LS | $35,000 | $43,000 | $15,851 | 1% |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 52.44 MILE | $655 | $310 | $742 | 1% |
| 251E01001 PARTIAL DEPTH PAVEMENT REPAIR (441), AS PER PLAN | 700 SY | $45.00 | $33.50 | $47.10 | 1% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 425 CY | $60.00 | $55.00 | $68.43 | 1% |
| 441E50201 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (139 CY | $170 | $189 | $173 | 1% |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 26.66 MILE | $835 | $960 | $946 | 1% |
| 621E00100 RPM | 960 EACH | $22.45 | $24.50 | $25.44 | 1% |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 19.42 MILE | $650 | $650 | $737 | 1% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $12,150 | $25,000 | $28,335 | 1% |
| 6 EACH |
| $750 |
| $850 |
| $430 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 6 EACH | $750 | $850 | $251 |
| 638E10900 SERVICE BOX ADJUSTED TO GRADE | 4 EACH | $750 | $300 | $292 |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 2 CY | $500 | $800 | $227 |
| 617E10100 COMPACTED AGGREGATE | 54 CY | $160 | $100 | $85.31 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 960 EACH | $2.50 | $2.50 | $12.13 |
| 644E00404 CHANNELIZING LINE, 12" | 100 FT | $4.10 | $2.20 | $4.65 |
| 644E00500 STOP LINE | 130 FT | $7.25 | $8.55 | $8.22 |
| 644E00600 CROSSWALK LINE | 579 FT | $5.25 | $3.90 | $5.95 |
| 644E01200 PARKING LOT STALL MARKING | 1,222 FT | $3.65 | $2.15 | $4.14 |
| 644E01300 LANE ARROW | 2 EACH | $150 | $110 | $170 |
| 644E01600 HANDICAP SYMBOL MARKING | 4 EACH | $115 | $115 | $130 |
| 614E12460 WORK ZONE MARKING SIGN | 46 EACH | $105 | $100 | $119 |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.4 MILE | $11,800 | $12,000 | $13,374 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.64 MILE | $8,600 | $9,000 | $9,747 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 200 FT | $0.75 | $1.00 | $0.85 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 80 FT | $10.50 | $11.00 | $11.90 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 260 FT | $2.50 | $3.50 | $2.83 |
| 614E27620 WORK ZONE CROSSWALK LINE, CLASS III, 642 PAINT | 1,158 FT | $2.00 | $1.25 | $2.27 |
| 614E30650 WORK ZONE ARROW, CLASS III, 642 PAINT | 4 EACH | $55.00 | $55.00 | $62.34 |
| 614E98200 WORK ZONE PAVEMENT MARKING, MISC.: HANDICAP SYMBOL | 8 EACH | $50.00 | $50.00 | $56.67 |
| 616E10000 WATER | 0.88 MGAL | $10.00 | $4.98 | $6.21 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 70 FT | $18.09 | $21.50 | $24.37 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 80 FT | $18.09 | $21.50 | $24.37 |
| 202E23500 WEARING COURSE REMOVED | 13 SY | $269 | $500 | $110 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" | 749 SY | $5.00 | $1.20 | $0.95 |
| 407E10000 TACK COAT | 69 GAL | $3.00 | $1.75 | $3.97 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 29 CY | $400 | $143 | $152 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 192 LB | $9.11 | $10.00 | $11.33 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 44 EACH | $24.33 | $55.00 | $62.34 |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 2 CY | $3,075 | $3,400 | $3,854 |
| 516E31010 2" DEEP JOINT SEALER | 168 FT | $14.72 | $21.50 | $24.37 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $12,150 | $30,000 | $34,002 |
| 202E23500 WEARING COURSE REMOVED | 13 SY | $296 | $500 | $110 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" | 620 SY | $5.00 | $1.20 | $0.91 |
| 407E10000 TACK COAT | 57 GAL | $3.00 | $1.75 | $3.97 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 24 CY | $400 | $143 | $152 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 204 LB | $9.11 | $8.50 | $9.63 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 46 EACH | $24.33 | $55.00 | $62.34 |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 2 CY | $3,075 | $3,400 | $3,854 |
| 516E31010 2" DEEP JOINT SEALER | 176 FT | $14.72 | $21.50 | $24.37 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $9,313 | $14,500 | $13,541 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $1,500 | $6,000 | $3,400 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 8,341 CY | $140 | $1.17M | 47% |
| 888E10000 HIGH FRICTION SURFACE TREATMENT, SINGLE LIFT | 5,280 SY | $33.3 | $176k | 7% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $150,000 | $150k | 6% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, 1 | 199,219 SY | $0.6 | $120k | 5% |
| 644E00104 EDGE LINE, 6" | 26.22 MILE | $3,865 | $101k | 4% |
| 516E11801 VERTICAL EXTENSION OF STRUCTURAL EXPANSION JOINT, | 88 FT | $1,047 | $92k | 4% |
| 516E11801 VERTICAL EXTENSION OF STRUCTURAL EXPANSION JOINT, | 84 FT | $1,047 | $88k | 4% |
| 254E01600 PATCHING PLANED SURFACE | 39,844 SY | $1.75 | $70k | 3% |
| 644E00300 CENTER LINE | 13.33 MILE | $4,410 | $59k | 2% |
| 407E20000 NON-TRACKING TACK COAT | 17,301 GAL | $3 | $52k | 2% |