Atb-SR 84/Var-21.80/Var
Ashtabula County · est $5.0M
Bid dateThursday, April 28—
Ashtabula County · est $5.0M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 7.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 104 more items below.
| Item | Quantity | R1Koski Construction CO | R2Ronyak Paving INC | R3Karvo Companies INC | % of bid |
|---|---|---|---|---|---|
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (9368 CY | $155 | $155 | $175 | 33% |
| 441E10101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), AS | 7,052 CY | $186 | $200 | $215 | 30% |
| 251E01000 PARTIAL DEPTH PAVEMENT REPAIR (441) | 14,525 SY | $19.50 | $25.00 | $23.75 | 6% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (T = 3") | 150,686 SY | $1.35 | $1.75 | $1.40 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $150,000 | $263,000 |
| Item | Quantity | R1Koski Construction CO | R2Ronyak Paving INC | R3Karvo Companies INC |
|---|---|---|---|---|
| 202E20010 HEADWALL REMOVED | 1 EACH | $350 | $500 | $500 |
| 202E23000 PAVEMENT REMOVED | 569 SY | $12.00 | $17.00 | $30.00 |
| 202E30000 WALK REMOVED | 1,122 SF | $4.00 | $3.00 | $4.25 |
| 202E38000 GUARDRAIL REMOVED | 212.5 FT | $2.00 | $2.00 | $2.00 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 3 EACH | $145 | $145 | $150 |
| 202E42040 |
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 →
| $285,000 |
| 3% |
| 611E96321 14' X 7' CONDUIT, TYPE A, 706.05, AS PER PLAN, DES | 67 FT | $2,150 | $2,300 | $2,400 | 3% |
| 253E01000 PAVEMENT REPAIR | 1,845 SY | $65.00 | $97.00 | $105 | 3% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 1,657 CY | $59.00 | $65.00 | $60.00 | 2% |
| 646E10010 EDGE LINE, 6" | 25.5 MILE | $3,750 | $3,750 | $3,750 | 2% |
| 407E20000 NON-TRACKING TACK COAT | 26,296 GAL | $3.10 | $3.00 | $2.50 | 2% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 364 CY | $190 | $275 | $225 | 2% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (T | 42,000 SY | $1.46 | $1.75 | $1.90 | 1% |
| 646E10200 CENTER LINE | 12.75 MILE | $4,000 | $4,000 | $4,000 | 1% |
| 624E10000 MOBILIZATION | 1 LS | $50,000 | $180,000 | $250,000 | 1% |
| 408E10001 PRIME COAT, AS PER PLAN | 11,911 GAL | $4.10 | $3.00 | $5.00 | 1% |
| 511E46212 CLASS QC1 CONCRETE WITH QC/QA, RETAINING/WINGWALL | 30.54 CY | $1,545 | $950 | $925 | 1% |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 22,661 FT | $2.00 | $1.30 | $0.50 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $35,000 | $32,135 | $25,000 | 1% |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 25.5 MILE | $1,250 | $1,250 | $1,250 | 1% |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 25.03 MILE | $1,250 | $1,250 | $1,250 | 1% |
| 1 EACH |
| $85.00 |
| $85.00 |
| $95.00 |
| 202E98100 REMOVAL MISC.: BOLLARD REMOVED | 2 EACH | $75.00 | $110 | $125 |
| 202E98100 REMOVAL MISC.: TELEPHONE BOX REMOVED | 1 EACH | $150 | $250 | $150 |
| 202E98100 REMOVAL MISC.: UTILITY POLE REMOVED | 1 EACH | $150 | $500 | $150 |
| 203E10000 EXCAVATION | 246 CY | $17.00 | $50.00 | $8.00 |
| 203E10000 EXCAVATION (FOR PAVEMENT REPAIR) | 310 CY | $10.00 | $33.00 | $25.00 |
| 203E20000 EMBANKMENT | 346 CY | $17.00 | $35.00 | $12.00 |
| 203E35120 GRANULAR MATERIAL, TYPE C | 55 CY | $53.00 | $25.00 | $70.00 |
| 204E10000 SUBGRADE COMPACTION | 863 SY | $1.00 | $1.50 | $2.50 |
| 204E45000 PROOF ROLLING | 2 HOUR | $95.00 | $175 | $235 |
| 204E50000 GEOTEXTILE FABRIC, TYPE D | 105 SY | $5.00 | $3.00 | $2.75 |
| 209E60200 LINEAR GRADING | 807 STA | $12.00 | $30.00 | $25.00 |
| 209E72000 PREPARING SUBGRADE FOR SHOULDER PAVING | 521 STA | $10.00 | $25.00 | $25.00 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 162.5 FT | $26.40 | $26.40 | $26.80 |
| 606E17350 GUARDRAIL, TYPE MGS, 25' LONG-SPAN | 37.5 FT | $29.20 | $29.20 | $31.20 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B | 1 EACH | $2,320 | $2,420 | $2,460 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 1 EACH | $2,880 | $2,880 | $2,975 |
| 608E10000 4" CONCRETE WALK | 98 SF | $12.00 | $15.00 | $15.00 |
| 608E52000 CURB RAMP | 1,024 SF | $30.50 | $20.00 | $15.00 |
| 623E39501 MONUMENT ASSEMBLY ADJUSTED TO GRADE, AS PER PLAN | 17 EACH | $1,250 | $1,300 | $2,000 |
| 690E98400 SPECIAL - SURVEY CONTROL VERIFICATION | 1 LS | $1,500 | $1,480 | $2,000 |
| 659E00300 TOPSOIL | 237 CY | $50.00 | $35.00 | $50.00 |
| 659E10000 SEEDING AND MULCHING | 24,546 SY | $0.93 | $0.45 | $1.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 107 SY | $2.00 | $0.50 | $0.50 |
| 659E20000 COMMERCIAL FERTILIZER | 3.32 TON | $1,200 | $10.00 | $1.00 |
| 659E31000 LIME | 5.06 ACRE | $0.01 | $10.00 | $1.00 |
| 659E35000 WATER | 126.84 MGAL | $0.01 | $1.00 | $0.50 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 |
| 611E04400 12" CONDUIT, TYPE B | 5 FT | $140 | $200 | $100 |
| 611E04600 12" CONDUIT, TYPE C | 55 FT | $140 | $125 | $105 |
| 611E04600 12" CONDUIT, TYPE C, 706.02 | 11 FT | $177 | $500 | $155 |
| 611E98470 CATCH BASIN, NO. 2-2B | 3 EACH | $950 | $3,500 | $1,700 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 20 EACH | $1,325 | $1,000 | $1,090 |
| 611E98634 CATCH BASIN RECONSTRUCTED TO GRADE | 10 EACH | $1,500 | $1,000 | $1,350 |
| 611E99655 MANHOLE ADJUSTED TO GRADE, AS PER PLAN | 10 EACH | $1,250 | $1,750 | $1,900 |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 218 FT | $1.00 | $3.00 | $3.10 |
| 304E20000 AGGREGATE BASE | 114 CY | $96.00 | $110 | $100 |
| 304E20000 AGGREGATE BASE (FOR PAVEMENT REPAIR) | 310 CY | $52.00 | $45.00 | $30.00 |
| 304E20001 AGGREGATE BASE, AS PER PLAN | 36 CY | $61.00 | $110 | $88.00 |
| 407E13900 TACK COAT, 702.13 | 4 GAL | $4.00 | $50.00 | $2.50 |
| 441E70501 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | — | $500 | $535 | $700 |
| 609E26000 CURB, TYPE 6 | 8 FT | $50.00 | $110 | $75.00 |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 0.48 MILE | $4,050 | $4,050 | $6,000 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 1.08 MILE | $4,050 | $4,050 | $3,000 |
| 874E20000 LONGITUDINAL JOINT PREPARATION | 5,703 FT | $1.58 | $1.50 | $1.80 |
| 897E01010 PAVEMENT PLANING, ASPHALT CONCRETE, CLASS A (T = 1 | 8,905 SY | $2.10 | $1.25 | $2.05 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 1 EACH | $500 | $1,000 | $1,400 |
| 621E00100 RPM | 892 EACH | $32.25 | $31.95 | $43.55 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 714 EACH | $3.00 | $1.00 | $2.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 4 EACH | $9.00 | $8.75 | $8.75 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 4 EACH | $70.00 | $75.00 | $75.00 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 4 EACH | $95.00 | $75.00 | $75.00 |
| 642E00114 EDGE LINE, 6", TYPE 1A | 0.04 MILE | $20,000 | $20,000 | $20,000 |
| 642E00310 CENTER LINE, TYPE 1A | 0.02 MILE | $40,000 | $40,000 | $40,000 |
| 646E10300 CHANNELIZING LINE, 8" | 165 FT | $2.50 | $2.50 | $2.50 |
| 646E10400 STOP LINE | 119 FT | $12.50 | $12.50 | $12.50 |
| 646E10520 CROSSWALK LINE, 24" | 118 FT | $15.00 | $15.00 | $15.00 |
| 646E10800 ISLAND MARKING | 113 SF | $5.00 | $5.00 | $5.00 |
| 646E20000 RAILROAD SYMBOL MARKING | 2 EACH | $700 | $700 | $700 |
| 646E20110 SCHOOL SYMBOL MARKING, 96" | 1 EACH | $700 | $700 | $700 |
| 646E20300 LANE ARROW | 4 EACH | $200 | $200 | $200 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 100 HOUR | $80.00 | $85.00 | $65.00 |
| 614E12420 DETOUR SIGNING | 1 LS | $12,500 | $10,000 | $10,000 |
| 614E12460 WORK ZONE MARKING SIGN | 40 EACH | $75.00 | $75.00 | $75.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 20 CY | $150 | $250 | $300 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 8 SNMT | $1,200 | $1,000 | $850 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 25.5 MILE | $850 | $850 | $850 |
| 614E23200 WORK ZONE CHANNELIZING LINE, CLASS I, 8", 642 PAIN | 330 FT | $1.50 | $1.50 | $1.50 |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 165 FT | $1.50 | $1.50 | $1.50 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 443 FT | $2.50 | $2.50 | $2.50 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 141 FT | $2.50 | $2.50 | $2.50 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN, AROUND BRIDGES | 1 LS | $4,000 | $8,000 | $4,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 20 SY | $50.00 | $90.00 | $50.00 |
| 519E11100 PATCHING CONCRETE STRUCTURE | 100 SF | $125 | $185 | $125 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 30 FT | $20.00 | $20.00 | $20.00 |
| 630E80100 SIGN, FLAT SHEET, 730.20 | 4 SF | $25.00 | $35.00 | $35.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 4 EACH | $25.00 | $25.00 | $25.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 4 EACH | $25.00 | $25.00 | $25.00 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN, AROUND BRIDGES | 1 LS | $4,000 | $5,000 | $2,000 |
| 202E11000 STRUCTURE REMOVED | 1 LS | $23,000 | $17,500 | $15,000 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $10,000 | $35,000 | $42,000 |
| 503E21100 UNCLASSIFIED EXCAVATION | 1 CY | $10,000 | $20,000 | $9,000 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 3,600 LB | $4.00 | $2.50 | $2.50 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 45 SY | $93.00 | $49.00 | $30.00 |
| 512E33000 TYPE 2 WATERPROOFING | 138 SY | $20.00 | $31.00 | $20.00 |
| 512E33010 TYPE 3 WATERPROOFING | 134 SY | $40.00 | $52.00 | $40.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 28 SF | $10.00 | $3.00 | $10.00 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $1,800 | $13,100 | $8,000 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 82 CY | $62.00 | $173 | $160 |
| 602E20000 CONCRETE MASONRY | 8.56 CY | $1,650 | $1,000 | $1,550 |
| 611E98470 CATCH BASIN, NO. 2-2B | 2 EACH | $950 | $1,850 | $1,700 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 30 FT | $20.00 | $20.00 | $20.00 |
| 630E80100 SIGN, FLAT SHEET, 730.20 | 4 SF | $35.00 | $35.00 | $35.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 4 EACH | $25.00 | $25.00 | $25.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 4 EACH | $25.00 | $25.00 | $25.00 |
| 611E06100 15" CONDUIT, TYPE C | 195 FT | $55.00 | $82.00 | $65.00 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $5,000 | $5,000 | $5,000 |
| 619E16010 FIELD OFFICE, TYPE B | 9 MNTH | $1,500 | $1,500 | $2,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $20,000 | $22,821 | $18,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (9368 CY | $155 | $1.45M | 29% |
| 441E10101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), AS | 7,052 CY | $185.5 | $1.31M | 26% |
| 251E01000 PARTIAL DEPTH PAVEMENT REPAIR (441) | 14,525 SY | $19.5 | $283k | 6% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (T = 3") | 150,686 SY | $1.35 | $203k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $150,000 | $150k | 3% |
| 611E96321 14' X 7' CONDUIT, TYPE A, 706.05, AS PER PLAN, DES | 67 FT | $2,150 | $144k | 3% |
| 253E01000 PAVEMENT REPAIR | 1,845 SY | $65 | $120k | 2% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 1,657 CY | $59 | $98k | 2% |
| 646E10010 EDGE LINE, 6" | 25.5 MILE | $3,750 | $96k | 2% |
| 407E20000 NON-TRACKING TACK COAT | 26,296 GAL | $3.1 | $82k | 2% |