MRW-/Mar-SR 309/SR 61-29.20/02.47/22.86
Morrow County · est $2.0M
Bid dateThursday, December 1—
Morrow County · est $2.0M
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 · 72 more items below.
| Item | Quantity | R1Kokosing Construction Company INC | R2Shelly & Sands INC | % of bid |
|---|---|---|---|---|
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 4,371 CY | $172 | $190 | 48% |
| 251E01041 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 5,620 SY | $32.00 | $50.00 | 11% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $128,730 | $235,340 | 8% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, 2 | 104,691 SY | $0.85 | $2.05 | 6% |
| 606E15050 GUARDRAIL, TYPE MGS | 2,962.5 FT | $18.40 | $18.40 | 3% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350 OR MASH 201 | 15 EACH | $2,795 | $2,795 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40,000 | 3% |
| Item | Quantity | R1Kokosing Construction Company INC | R2Shelly & Sands INC |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $1,300 | $2,588 |
| 202E30000 WALK REMOVED | 242 SF | $5.00 | $5.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 474 FT | $8.25 | $1.62 |
| 202E38001 GUARDRAIL REMOVED, AS PER PLAN | 2,425 FT | $1.80 | $1.80 |
| 202E42001 ANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN | 15 EACH | $325 | $325 |
| 202E42011 ANCHOR ASSEMBLY REMOVED, TYPE E, AS PER PLAN | 1 EACH | $145 | $145 |
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 →
| 644E00104 EDGE LINE, 6" | 11.44 MILE | $3,250 | $3,250 | 2% |
| 617E10100 COMPACTED AGGREGATE | 319 CY | $105 | $70.00 | 2% |
| 203E20001 EMBANKMENT, AS PER PLAN | 463 CY | $62.00 | $62.00 | 2% |
| 209E60500 LINEAR GRADING | 11.22 MILE | $2,550 | $1,700 | 2% |
| 644E00300 CENTER LINE | 5.72 MILE | $4,950 | $4,950 | 2% |
| 203E10000 EXCAVATION | 1,001 CY | $28.00 | $17.30 | 2% |
| 407E20000 NON-TRACKING TACK COAT | 8,904 GAL | $2.60 | $3.25 | 1% |
| 606E35141 BRIDGE TERMINAL ASSEMBLY, TYPE 4, AS PER PLAN | 12 EACH | $1,245 | $1,245 | 1% |
| 621E00100 RPM | 394 EACH | $36.85 | $42.50 | 1% |
| 659E00300 TOPSOIL | 155 CY | $90.00 | $25.76 | 1% |
| 611E10900 24" CONDUIT, TYPE D, 706.02 | 166 FT | $79.00 | $198 | 1% |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 11.63 MILE | $1,000 | $1,000 | 1% |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 10.48 MILE | $1,065 | $1,200 | 1% |
| 2 EACH |
| $95.00 |
| $95.00 |
| 202E47001 BRIDGE TERMINAL ASSEMBLY REMOVED, AS PER PLAN | 12 EACH | $55.00 | $55.00 |
| 202E58100 CATCH BASIN REMOVED | 1 EACH | $375 | $231 |
| 202E98100 REMOVAL MISC.: BRICK MAILBOX, (4709 SR-309) | 1 EACH | $600 | $450 |
| 202E98100 REMOVAL MISC.: ROCK, (9972 SR-309) | 3 EACH | $300 | $150 |
| 202E98400 REMOVAL MISC.: STEPS, (3860 SR-309) | 52 SF | $17.50 | $21.64 |
| 209E60200 LINEAR GRADING | 41.5 STA | $40.00 | $40.00 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 4 EACH | $1,340 | $1,340 |
| 606E98000 GUARDRAIL, MISC.: ALTERNATIVE GUARDRAIL PLACEMENT | 100 FT | $9.00 | $9.00 |
| 608E10000 4" CONCRETE WALK | 96 SF | $30.00 | $24.00 |
| 608E52000 CURB RAMP | 146 SF | $30.00 | $24.00 |
| 623E39500 MONUMENT ASSEMBLY ADJUSTED TO GRADE | 2 EACH | $1,225 | $2,200 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 1 EACH | $245 | $245 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 2 CY | $200 | $231 |
| 659E00510 SEEDING AND MULCHING, CLASS 2 | 1,387 SY | $1.78 | $2.20 |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 2,332 SY | $1.82 | $3.30 |
| 659E14000 REPAIR SEEDING AND MULCHING | 186 SY | $0.87 | $0.50 |
| 659E15000 INTER-SEEDING | 186 SY | $0.87 | $0.10 |
| 659E20000 COMMERCIAL FERTILIZER | 0.5 TON | $834 | $669 |
| 659E31000 LIME | 0.77 ACRE | $154 | $25.00 |
| 659E35000 WATER | 20 MGAL | $1.00 | $0.50 |
| 670E00500 SLOPE EROSION PROTECTION | 1,397 SY | $1.39 | $2.45 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.33 CY | $5,500 | $7,724 |
| 611E04600 12" CONDUIT, TYPE C | 10 FT | $41.00 | $144 |
| 611E07600 18" CONDUIT, TYPE C | 174 FT | $62.00 | $142 |
| 611E98470 CATCH BASIN, NO. 2-2B | 2 EACH | $2,800 | $2,681 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 4 EACH | $800 | $1,200 |
| 301E56100 ASPHALT CONCRETE BASE, PG64-22, (449), (DRIVEWAYS) | 4 CY | $650 | $500 |
| 304E20000 AGGREGATE BASE | 8 CY | $100 | $140 |
| 617E25000 WATER | 4 MGAL | $5.00 | $100 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 394 EACH | $1.00 | $7.00 |
| 626E00116 BARRIER REFLECTOR, TYPE 5, BIDIRECTIONAL | 76 EACH | $12.75 | $12.75 |
| 630E02101 GROUND MOUNTED SUPPORT, NO. 2 POST, AS PER PLAN | 98 FT | $11.00 | $11.00 |
| 630E03101 GROUND MOUNTED SUPPORT, NO. 3 POST, AS PER PLAN | 80 FT | $13.00 | $13.00 |
| 630E08600 SIGN POST REFLECTOR | 6 EACH | $25.00 | $25.00 |
| 630E80100 SIGN, FLAT SHEET | 26.7 SF | $22.00 | $22.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 1 EACH | $30.00 | $30.00 |
| 644E00500 STOP LINE | 54 FT | $15.00 | $15.00 |
| 614E11300 SPECIAL - WORK ZONE TRAFFIC SIGNAL | 1 EACH | $3,985 | $6,000 |
| 614E12461 WORK ZONE MARKING SIGN, AS PER PLAN | 33 EACH | $60.00 | $60.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 4 SNMT | $1,000 | $1,000 |
| 614E22350 WORK ZONE EDGE LINE, CLASS III, 4", 642 PAINT | 0.23 MILE | $750 | $750 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 156 FT | $3.00 | $3.00 |
| 644E30000 REMOVAL OF PAVEMENT MARKING | 1,058 FT | $2.65 | $2.25 |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,588 | $2,588 |
| 202E11300 PORTIONS OF STRUCTURE REMOVED | 6 CY | $1,614 | $1,614 |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, 3 | 98 SY | $0.85 | $100 |
| 407E20000 NON-TRACKING TACK COAT | 12 GAL | $2.60 | $3.25 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 132 FT | $18.64 | $18.64 |
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 8 CY | $172 | $1,500 |
| 511E52110 CLASS QC MS CONCRETE | 6 CY | $1,566 | $1,566 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 470 SY | $10.84 | $10.84 |
| 519E11100 PATCHING CONCRETE STRUCTURE | 120 SF | $45.70 | $45.70 |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,588 | $2,588 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 62 FT | $18.64 | $18.64 |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,588 | $2,588 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 94 FT | $18.64 | $18.64 |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,588 | $2,588 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 52 FT | $18.64 | $18.64 |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,588 | $2,588 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 108 FT | $18.64 | $18.64 |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,588 | $2,588 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 92 FT | $18.64 | $18.64 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $7,000 | $10,000 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $2,500 | $11,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 4,371 CY | $172 | $752k | 43% |
| 251E01041 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 5,620 SY | $32 | $180k | 10% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $128,730 | $129k | 7% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, 2 | 104,691 SY | $0.85 | $89k | 5% |
| 606E15050 GUARDRAIL, TYPE MGS | 2,962.5 FT | $18.4 | $55k | 3% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350 OR MASH 201 | 15 EACH | $2,795 | $42k | 2% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40k | 2% |
| 644E00104 EDGE LINE, 6" | 11.44 MILE | $3,250 | $37k | 2% |
| 617E10100 COMPACTED AGGREGATE | 319 CY | $105 | $33k | 2% |
| 203E20001 EMBANKMENT, AS PER PLAN | 463 CY | $62 | $29k | 2% |