ATH-CR 33/CR 178-01.94/00.00
ATH County · est $2.8M
Bid dateThursday, December 5—
ATH County · est $2.8M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 35 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Axis Civil Construction LLC | R3Complete General Construction Company | % of bid |
|---|---|---|---|---|---|
| 255E11000 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 2,932 SY | $200 | $245 | $180 | 25% |
| 452E13010 9" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 4,766 SY | $89.00 | $122 | $115 | 18% |
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 1,386 CY | $240 | $300 | $250 | 14% |
| 257E10000 DIAMOND GRINDING PORTLAND CEMENT CONCRETE PAVEMENT | 32,784 SY | $4.15 | $4.40 | $5.50 | 6% |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 2,155 FT | $60.00 | $39.00 | $55.00 | 6% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $40,000 | $150,000 | 4% |
| 202E23000 PAVEMENT REMOVED | 4,766 SY |
| Item | Quantity | R1Shelly & Sands INC | R2Axis Civil Construction LLC | R3Complete General Construction Company |
|---|---|---|---|---|
| 202E30000 WALK REMOVED | 4,575 SF | $3.52 | $6.00 | $5.00 |
| 202E32500 CURB AND GUTTER REMOVED | 2,521 FT | $5.00 | $12.00 | $17.00 |
| 659E00501 SEEDING AND MULCHING, CLASS 1, AS PER PLAN | 414 SY | $5.00 | $6.00 | $8.00 |
| 611E99150 INLET ADJUSTED TO GRADE | 10 EACH | $200 | $800 | $900 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 5 EACH | $1,000 | $1,000 | $1,250 |
| 254E01600 |
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 →
| $20.65 |
| $16.00 |
| $30.00 |
| 4% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, 1 | 33,016 SY | $2.85 | $1.95 | $2.50 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $84,000 | $100,000 | $50,000 | 4% |
| 608E52000 CURB RAMP | 2,603 SF | $28.00 | $27.00 | $30.00 | 3% |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 16,714 FT | $2.30 | $2.90 | $2.10 | 2% |
| 611E99500 INLET, MISC.:RECONSTRUCT CONCRETE BOXOUT | 23 EACH | $1,400 | $1,250 | $2,200 | 1% |
| 256E10000 BONDED PATCHING OF PORTLAND CEMENT CONCRETE PAVEME | 300 SF | $102 | $180 | $200 | 1% |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 40 CF | $698 | $590 | $564 | 1% |
| 611E99830 SPECIAL - TRENCH DRAIN | 116 FT | $240 | $160 | $280 | 1% |
| 608E10000 4" CONCRETE WALK | 1,919 SF | $12.00 | $15.00 | $18.00 | 1% |
| 253E02000 PAVEMENT REPAIR | 15 CY | $1,500 | $1,200 | $1,050 | 1% |
| 609E12001 COMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN, | 350 FT | $62.00 | $42.00 | $75.00 | 1% |
| 614E12420 DETOUR SIGNING | 1 LS | $21,480 | $20,000 | $36,000 | 1% |
| 609E26000 CURB, TYPE 6 | 247 FT | $80.00 | $42.00 | $115 | 1% |
| 250 SY |
| $7.15 |
| $20.00 |
| $20.00 |
| 304E20000 AGGREGATE BASE | 100 CY | $165 | $150 | $120 |
| 407E20000 NON-TRACKING TACK COAT | 2,972 GAL | $3.25 | $7.30 | $5.00 |
| 408E10000 PRIME COAT | 94 GAL | $16.50 | $15.00 | $10.00 |
| 617E10100 COMPACTED AGGREGATE | 29 CY | $212 | $150 | $125 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 5 EACH | $702 | $350 | $400 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 2 EACH | $162 | $750 | $250 |
| 642E00100 EDGE LINE, 4", TYPE 1 | 1.23 MILE | $980 | $910 | $1,095 |
| 642E00300 CENTER LINE, TYPE 1 | 5.22 MILE | $1,500 | $1,395 | $1,275 |
| 642E00400 CHANNELIZING LINE, 8", TYPE 1 | 2,105 FT | $1.50 | $1.30 | $1.25 |
| 642E00500 STOP LINE, TYPE 1 | 907 FT | $5.20 | $4.80 | $5.50 |
| 642E00620 CROSSWALK LINE, 12", TYPE 1 | 3,153 FT | $3.00 | $2.70 | $3.75 |
| 642E00700 TRANSVERSE/DIAGONAL LINE, TYPE 1 | 354 FT | $5.20 | $4.80 | $5.00 |
| 642E00900 ISLAND MARKING, TYPE 1 | 295 SF | $2.70 | $2.50 | $4.25 |
| 642E01300 LANE ARROW, TYPE 1 | 29 EACH | $92.00 | $85.00 | $250 |
| 642E01352 TWO WAY LEFT TURN ARROW, TYPE 1 | 28 EACH | $150 | $140 | $275 |
| 642E01400 WORD ON PAVEMENT, 72", TYPE 1 | 1 EACH | $134 | $125 | $475 |
| 642E01500 DOTTED LINE, 4", TYPE 1 | 444 FT | $1.35 | $1.25 | $2.00 |
| 642E20802 YIELD LINE, TYPE 1 | 48 FT | $2.70 | $2.50 | $10.00 |
| 642E30000 REMOVAL OF PAVEMENT MARKING | 1,965 FT | $0.65 | $0.60 | $0.60 |
| 642E30020 REMOVAL OF PAVEMENT MARKING | 4 EACH | $130 | $120 | $120 |
| 642E30030 REMOVAL OF PAVEMENT MARKING | 6.45 MILE | $2,150 | $2,800 | $5,200 |
| 632E26501 DETECTOR LOOP, AS PER PLAN | 2 EACH | $2,685 | $2,500 | $4,000 |
| 614E22100 WORK ZONE EDGE LINE, CLASS I, 4", 642 PAINT | 1.23 MILE | $1,530 | $1,425 | $1,425 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 180 FT | $8.60 | $8.00 | $8.00 |
| 616E10000 WATER | 5 MGAL | $85.00 | $1.00 | $2,197 |
| 632E90400 SIGNALIZATION, MISC.: RETIME TRAFFIC SIGNAL | 5 EACH | $1,396 | $1,300 | $1,200 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 5.22 MILE | $1,692 | $1,575 | $1,575 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $14,000 | $20,000 | $20,000 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $17,500 | $15,000 | $50,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 255E11000 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 2,932 SY | $200 | $586k | 23% |
| 452E13010 9" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 4,766 SY | $89 | $424k | 17% |
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 1,386 CY | $240 | $333k | 13% |
| 257E10000 DIAMOND GRINDING PORTLAND CEMENT CONCRETE PAVEMENT | 32,784 SY | $4.15 | $136k | 5% |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 2,155 FT | $60 | $129k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 4% |
| 202E23000 PAVEMENT REMOVED | 4,766 SY | $20.65 | $98k | 4% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, 1 | 33,016 SY | $2.85 | $94k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $84,000 | $84k | 3% |
| 608E52000 CURB RAMP | 2,603 SF | $28 | $73k | 3% |