D04-Culverts FY2025 (West)
D04 County · est $0.9M
Bid dateThursday, April 10—
D04 County · est $0.9M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 81 more items below.
| Item | Quantity | R1Eclipse CO LLC | R2Northeast Ohio Trenching Service INC | % of bid |
|---|---|---|---|---|
| 624E10000 MOBILIZATION | 1 LS | $72,463 | $50,000 | 9% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 128 CY | $525 | $550 | 9% |
| 611E23800 60" CONDUIT, TYPE B, 706.02 | 70 FT | $693 | $930 | 6% |
| 602E20000 CONCRETE MASONRY | 28 CY | $1,707 | $2,975 | 6% |
| 202E35200 PIPE REMOVED, OVER 24" DIAMETER | 237 FT | $200 | $50.00 | 6% |
| 659E00300 TOPSOIL | 657 CY | $70.50 | $75.00 | 6% |
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 74 CY | $625 | $655 | 6% |
| 611E53100 43" X 68" CONDUIT, TYPE A, 706.04 | 66 FT | $646 | $800 | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $36,471 | $59,750 | 5% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 61 CY | $595 | $625 | 5% |
| 611E23600 60" CONDUIT, TYPE A, 706.02, (707.01, 707.02) ALUM | 66 FT | $530 | $825 | 5% |
| 203E10000 EXCAVATION | 491 CY | $71.00 | $35.00 | 5% |
| 203E20000 EMBANKMENT | 481 CY | $65.50 | $55.00 | 4% |
| 611E07400 18" CONDUIT, TYPE B | 216 FT | $143 | $75.00 | 4% |
| 611E52700 29" X 45" CONDUIT, TYPE A, 706.04 | 53 FT | $516 | $900 | 4% |
| 606E15050 GUARDRAIL, TYPE MGS | 1,235 FT | $22.00 | $30.00 | 4% |
| 611E06100 15" CONDUIT, TYPE C | 200 FT | $128 | $335 | 3% |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 231 FT | $105 | $35.00 | 3% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 520 FT | $46.00 | $40.00 | 3% |
| 202E23000 PAVEMENT REMOVED | 599 SY | $36.00 | $10.00 | 3% |
| Item | Quantity | R1Eclipse CO LLC | R2Northeast Ohio Trenching Service INC |
|---|---|---|---|
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN, AROUND CULVERT | 1 LS | $1,500 | $2,500 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN, AROUND CULVERT | 1 LS | $1,500 | $5,000 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN, AROUND CULVERT | 1 LS | $3,500 | $7,500 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN, AROUND CULVERT | 1 LS | $3,500 | $5,000 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN, AROUND CULVERT | 1 LS | $3,500 | $5,000 |
| 202E11000 STRUCTURE REMOVED, (POR-43-3.956) | 1 LS | $20,475 | $2,500 |
| 202E20010 HEADWALL REMOVED |
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 EACH |
| $520 |
| $500 |
| 202E20010 HEADWALL REMOVED, (POR-225-7.775) | 2 EACH | $1,064 | $500 |
| 202E20010 HEADWALL REMOVED, (POR-43-3.956) | 1 EACH | $538 | $500 |
| 202E20010 HEADWALL REMOVED, (STA-44-21.874) | 2 EACH | $1,064 | $500 |
| 202E20010 HEADWALL REMOVED, (SUM-303-3.589) | 2 EACH | $1,064 | $500 |
| 202E32000 CURB REMOVED | 130 FT | $10.00 | $15.00 |
| 202E38000 GUARDRAIL REMOVED | 1,212 FT | $2.50 | $10.00 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 4 EACH | $95.00 | $500 |
| 202E58100 CATCH BASIN REMOVED, (POR-43-3.956) | 1 EACH | $1,176 | $2,500 |
| 204E10000 SUBGRADE COMPACTION | 614 SY | $3.00 | $2.00 |
| 606E16500 GUARDRAIL REBUILT, TYPE 5 | 38 FT | $23.00 | $25.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 5 EACH | $2,560 | $3,250 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 4 EACH | $1,375 | $1,850 |
| 606E27900 ANCHOR ASSEMBLY REBUILT, TYPE T | 1 EACH | $835 | $2,500 |
| 607E35000 FENCE REMOVED AND REBUILT | 80 FT | $34.50 | $25.00 |
| 690E91000 SPECIAL - AS-BUILT CONSTRUCTION PLANS | 1 LS | $6,000 | $5,000 |
| 690E98400 SPECIAL - SURVEY CONTROL VERIFICATION | — | $1,000 | $1,500 |
| 690E98400 SPECIAL - SURVEY CONTROL VERIFICATION | — | $1,000 | $1,500 |
| 690E98400 SPECIAL - SURVEY CONTROL VERIFICATION | — | $1,000 | $1,500 |
| 690E98400 SPECIAL - SURVEY CONTROL VERIFICATION | — | $1,000 | $1,500 |
| 690E98400 SPECIAL - SURVEY CONTROL VERIFICATION | — | $1,000 | $1,500 |
| 601E11000 RIPRAP, TYPE D | 9 SY | $736 | $135 |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 62 CY | $186 | $175 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 20 CY | $171 | $150 |
| 601E37500 PAVED GUTTER, TYPE 1-2 | 74 FT | $115 | $45.00 |
| 659E10000 SEEDING AND MULCHING | 6,081 SY | $1.00 | $1.50 |
| 659E20000 COMMERCIAL FERTILIZER | 0.82 TON | $650 | $1,100 |
| 659E31000 LIME | 1.27 ACRE | $50.00 | $1,500 |
| 659E35000 WATER | 27 MGAL | $1.00 | $50.00 |
| 670E00500 SLOPE EROSION PROTECTION | 500 SY | $3.00 | $12.00 |
| 670E00700 DITCH EROSION PROTECTION | 179 SY | $3.00 | $10.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 |
| 836E10030 SEEDING AND EROSION CONTROL WITH TURF REINFORCING | 43 SY | $12.00 | $20.00 |
| 611E04600 12" CONDUIT, TYPE C | 20 FT | $87.00 | $265 |
| 611E05900 15" CONDUIT, TYPE B | 8 FT | $345 | $320 |
| 611E06700 15" CONDUIT, TYPE F - 707.05 TYPE C, 707.21, OR 70 | 20 FT | $116 | $340 |
| 611E22600 54" CONDUIT, TYPE C, 706.02 | 12 FT | $668 | $1,150 |
| 611E98450 CATCH BASIN, NO. 2-2A | 2 EACH | $4,720 | $2,625 |
| 611E98470 CATCH BASIN, NO. 2-2B | 2 EACH | $4,704 | $1,995 |
| 611E98600 CATCH BASIN, NO. 2-6 | 1 EACH | $10,635 | $12,250 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, (T=3") | 805 SY | $25.00 | $27.50 |
| 304E20000 AGGREGATE BASE | 104 CY | $103 | $100 |
| 407E20000 NON-TRACKING TACK COAT | 227 GAL | $20.00 | $25.00 |
| 408E10000 PRIME COAT | 102 GAL | $20.00 | $25.00 |
| 452E10050 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC MS | 7 SY | $200 | $225 |
| 609E26000 CURB, TYPE 6 | 130 FT | $145 | $45.00 |
| 617E10100 COMPACTED AGGREGATE | 8 CY | $325 | $85.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 6 EACH | $12.50 | $15.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 75 FT | $15.00 | $20.00 |
| 630E80100 SIGN, FLAT SHEET, 730.20 | 10 SF | $18.00 | $25.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 10 EACH | $16.00 | $20.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 10 EACH | $21.50 | $30.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.2 MILE | $22,570 | $25,000 |
| 642E00300 CENTER LINE, TYPE 1 | 0.1 MILE | $30,090 | $32,000 |
| 606E60002 IMPACT ATTENUATOR, TYPE 1 (UNIDIRECTIONAL) | 1 EACH | $2,242 | $2,750 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 50 HOUR | $65.00 | $90.00 |
| 614E12420 DETOUR SIGNING, (POR-225-7.775) | 1 LS | $7,192 | $7,500 |
| 614E12420 DETOUR SIGNING, (POR-43-3.956) | 1 LS | $7,494 | $8,000 |
| 614E12420 DETOUR SIGNING, (STA-44-21.874) | 1 LS | $7,214 | $7,500 |
| 614E12420 DETOUR SIGNING | — | $6,116 | $7,000 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 5 CY | $1,500 | $1,000 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, ONE WAY | 11 EACH | $11.00 | $15.00 |
| 614E13312 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 10 EACH | $11.00 | $15.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 11 EACH | $20.50 | $25.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 8 SNMT | $1,135 | $1,200 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.26 MILE | $4,655 | $47,000 |
| 614E24612 WORK ZONE DOTTED LINE, CLASS III, 6", 642 PAINT | 700 FT | $1.50 | $1.50 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING, (POR-225-7.775) | 1 LS | $6,438 | $4,500 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING, (POR-43-3.956) | 1 LS | $6,438 | $15,000 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING, (POR-5-3.896) | 1 LS | $6,438 | $1,000 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING, (STA-44-21.874) | 1 LS | $6,438 | $4,500 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING, (SUM-303-3.589) | 1 LS | $6,438 | $3,500 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $12,774 | $15,750 |
| 619E16010 FIELD OFFICE, TYPE B | 8 MNTH | $904 | $100 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $20,231 | $10,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 624E10000 MOBILIZATION | 1 LS | $72,463 | $72k | 6% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 128 CY | $525 | $67k | 6% |
| 611E23800 60" CONDUIT, TYPE B, 706.02 | 70 FT | $693 | $49k | 4% |
| 602E20000 CONCRETE MASONRY | 28 CY | $1,707 | $48k | 4% |
| 202E35200 PIPE REMOVED, OVER 24" DIAMETER | 237 FT | $199.5 | $47k | 4% |
| 659E00300 TOPSOIL | 657 CY | $70.5 | $46k | 4% |
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 74 CY | $625 | $46k | 4% |
| 611E53100 43" X 68" CONDUIT, TYPE A, 706.04 | 66 FT | $646 | $43k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $36,471 | $36k | 3% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 61 CY | $595 | $36k | 3% |