Col-SR 39-20.81
Columbiana County · est $0.8M
Bid dateThursday, February 23—
Columbiana County · est $0.8M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 59 more items below.
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Shelly & Sands INC | R3Eclipse CO LLC | % of bid |
|---|---|---|---|---|---|
| 611E94981 10' X 4' CONDUIT, TYPE A, 706.05, AS PER PLAN | 73 FT | $1,660 | $1,565 | $1,811 | 20% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $82,000 | $116,000 | $171,586 | 13% |
| 611E99731 JUNCTION CHAMBER, AS PER PLAN | 2 EACH | $30,500 | $42,500 | $50,405 | 10% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 233 CY | $225 | $171 | $154 | 9% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $43,077 | $45,000 | $12,871 | 7% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 84 CY | $300 | $280 | $340 | 4% |
| 638E09714 12" X 10" TAPPING SLEEVE, VALVE AND VALVE BOX | 2 EACH | $12,500 |
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Shelly & Sands INC | R3Eclipse CO LLC |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,500 | $30,500 | $3,000 |
| 202E32000 CURB REMOVED | 261 FT | $15.00 | $4.00 | $10.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 94 FT | $36.00 | $38.00 | $17.00 |
| 202E58000 MANHOLE REMOVED | 2 EACH | $800 | $868 | $485 |
| 202E58100 CATCH BASIN REMOVED | 1 EACH | $1,000 | $974 | $485 |
| 202E98100 REMOVAL MISC.:INSPECTION WELL | 1 EACH |
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 →
| $8,230 |
| $6,945 |
| 4% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20,000 | $54,594 | 3% |
| 305E11010 7" CONCRETE BASE, CLASS QC 1P | 145 SY | $135 | $96.00 | $104 | 3% |
| 638E02730 12" WATER MAIN POLYVINYL CHLORIDE PIPE AND FITTING | 50 FT | $375 | $232 | $201 | 3% |
| 304E20000 AGGREGATE BASE | 125 CY | $140 | $132 | $82.00 | 3% |
| 638E09300 6" X 6" TAPPING SLEEVE, VALVE AND VALVE BOX | 2 EACH | $8,300 | $4,900 | $3,032 | 3% |
| 202E23000 PAVEMENT REMOVED | 745 SY | $22.00 | $15.00 | $19.00 | 3% |
| 611E07400 18" CONDUIT, TYPE B | 98 FT | $165 | $135 | $102 | 3% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $15,000 | $28,500 | $22,439 | 2% |
| 608E10000 4" CONCRETE WALK | 1,618 SF | $9.00 | $8.00 | $9.00 | 2% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (37 CY | $345 | $470 | $505 | 2% |
| 638E01130 6" WATER MAIN POLYVINYL CHLORIDE PIPE AND FITTINGS | 50 FT | $250 | $96.00 | $118 | 2% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $3,000 | $2,500 | $2,400 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $12,000 | $4,600 | $10,678 | 2% |
| $700 |
| $410 |
| $219 |
| 202E98200 REMOVAL MISC.:CONDUIT | 5 FT | $70.00 | $103 | $40.00 |
| 203E10000 EXCAVATION | 161 CY | $40.00 | $40.00 | $49.00 |
| 203E20000 EMBANKMENT | 8 CY | $50.00 | $82.00 | $35.00 |
| 203E20001 EMBANKMENT, AS PER PLAN | 50 CY | $90.00 | $74.00 | $33.00 |
| 204E10000 SUBGRADE COMPACTION | 862 SY | $7.00 | $11.00 | $1.00 |
| 204E45000 PROOF ROLLING | 1 HOUR | $175 | $230 | $266 |
| 608E13000 6" CONCRETE WALK | 345 SF | $22.00 | $16.00 | $9.40 |
| 608E52000 CURB RAMP | 246 SF | $27.00 | $23.00 | $19.00 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $150 | $105 | $156 |
| 659E00300 TOPSOIL | 14 CY | $75.00 | $153 | $85.00 |
| 659E00500 SEEDING AND MULCHING, CLASS 1 | 122 SY | $25.00 | $28.00 | $21.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 6 SY | $25.00 | $2.00 | $21.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.03 TON | $1,400 | $1,070 | $1,451 |
| 659E31000 LIME | 0.03 ACRE | $125 | $166 | $104 |
| 659E35000 WATER | 2 MGAL | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 7,500 EACH | $1.00 | $1.00 | $1.00 |
| 611E05900 15" CONDUIT, TYPE B | 37 FT | $150 | $156 | $88.00 |
| 611E97400 CONDUIT, MISC.:TYPE B FOR DRAINAGE DISCHARGE CONTI | 10 FT | $35.00 | $96.00 | $45.00 |
| 611E97400 CONDUIT, MISC.:TYPE C FOR DRAINAGE DISCHARGE CONTI | 10 FT | $35.00 | $96.00 | $44.00 |
| 611E97400 CONDUIT, MISC.:TYPE E FOR DRAINAGE DISCHARGE CONTI | 10 FT | $35.00 | $96.00 | $35.00 |
| 611E97400 CONDUIT, MISC.:TYPE F FOR DRAINAGE DISCHARGE CONTI | 10 FT | $35.00 | $96.00 | $35.00 |
| 611E98180 CATCH BASIN, NO. 3A | 1 EACH | $4,000 | $4,700 | $4,735 |
| 611E98370 CATCH BASIN, NO. 6 | 1 EACH | $3,200 | $4,500 | $4,101 |
| 611E99574 MANHOLE, NO. 3 | 1 EACH | $4,500 | $4,400 | $5,189 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 1 EACH | $2,000 | $1,900 | $1,001 |
| 611E99720 INSPECTION WELL | 2 EACH | $2,500 | $740 | $769 |
| 407E10000 TACK COAT | 86 GAL | $10.00 | $3.00 | $10.00 |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 26 CY | $400 | $565 | $705 |
| 452E10010 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 20 SY | $160 | $145 | $128 |
| 609E24500 CURB, TYPE 4-B | 256 FT | $40.00 | $35.00 | $65.00 |
| 609E24511 CURB, TYPE 4-C, AS PER PLAN | 49 FT | $75.00 | $51.00 | $65.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $150 | $1,600 | $947 |
| 642E00300 CENTER LINE, TYPE 1 | 0.03 MILE | $50,000 | $41,000 | $38,000 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 10 CY | $175 | $318 | $104 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 80 HOUR | $80.00 | $86.00 | $67.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $375 | $326 | $1,244 |
| 614E13310 BARRIER REFLECTOR, TYPE 1(BI-DIRECTIONAL) | 9 EACH | $70.00 | $14.00 | $62.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 9 EACH | $70.00 | $20.00 | $67.00 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.13 MILE | $8,000 | $6,730 | $6,492 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.15 MILE | $13,000 | $12,350 | $11,922 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.26 MILE | $4,200 | $3,615 | $3,488 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 47 FT | $14.00 | $14.00 | $13.00 |
| 616E10000 WATER | 15 MGAL | $10.00 | $81.00 | $43.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 310 FT | $20.00 | $38.00 | $42.00 |
| 202E75201 FENCE REMOVED FOR REUSE, AS PER PLAN | 20 FT | $40.00 | $128 | $18.00 |
| 203E35110 GRANULAR MATERIAL, TYPE B | 93 CY | $120 | $107 | $102 |
| 503E21100 UNCLASSIFIED EXCAVATION | 93 CY | $78.00 | $49.00 | $235 |
| 512E33000 TYPE 2 WATERPROOFING | 124 SY | $42.00 | $31.00 | $25.00 |
| 512E33010 TYPE 3 WATERPROOFING | 143 SY | $55.00 | $40.00 | $56.00 |
| 611E99651 MANHOLE FRAME AND COVER, AS PER PLAN | 2 EACH | $1,000 | $1,200 | $1,004 |
| 690E98400 SPECIAL - WORK INVOLVING ASBESTOS CONTAINING MATER | 1 LS | $1,200 | $623 | $526 |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $1,626 | $3,600 | $684 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $2,033 | $14,600 | $7,221 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E94981 10' X 4' CONDUIT, TYPE A, 706.05, AS PER PLAN | 73 FT | $1,660 | $121k | 15% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $82,000 | $82k | 10% |
| 611E99731 JUNCTION CHAMBER, AS PER PLAN | 2 EACH | $30,500 | $61k | 8% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 233 CY | $225 | $52k | 7% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $43,077 | $43k | 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 84 CY | $300 | $25k | 3% |
| 638E09714 12" X 10" TAPPING SLEEVE, VALVE AND VALVE BOX | 2 EACH | $12,500 | $25k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20k | 3% |
| 305E11010 7" CONCRETE BASE, CLASS QC 1P | 145 SY | $135 | $20k | 2% |
| 638E02730 12" WATER MAIN POLYVINYL CHLORIDE PIPE AND FITTING | 50 FT | $375 | $19k | 2% |