Cra-SR 602-04.25
Crawford County · est $9.5M
Bid dateThursday, March 17—
Crawford County · est $9.5M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 5.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 91 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Kokosing Construction Company INC | R3Mark Schaffer Excavating & Trucking | % of bid |
|---|---|---|---|---|---|
| 442E10101 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 11,900 CY | $144 | $150 | $138 | 24% |
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 5,785 CY | $184 | $180 | $167 | 15% |
| 690E98900 SPECIAL - EMULSIFIED ASPHALT | 345,624 GAL | $2.35 | $2.45 | $2.45 | 11% |
| 304E20000 AGGREGATE BASE (12" THICK) | 14,597 CY | $45.00 | $50.00 | $65.00 | 9% |
| 690E98300 SPECIAL - FULL DEPTH RECLAIMED BASE COURSE, 6.00 I | 153,615 SY | $3.55 |
| Item | Quantity | R1Shelly & Sands INC | R2Kokosing Construction Company INC | R3Mark Schaffer Excavating & Trucking |
|---|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 581 FT | $2.00 | $2.00 | $2.50 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 15 EACH | $250 | $250 | $300 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 4 EACH | $200 | $200 | $250 |
| 203E20001 EMBANKMENT, AS PER PLAN | 342 CY | $28.00 | $62.00 | $10.00 |
| 204E10000 SUBGRADE COMPACTION | 45,747 SY | $0.60 | $0.70 | $2.00 |
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 →
| $3.83 |
| $2.80 |
| 8% |
| 605E14001 6" BASE PIPE UNDERDRAINS, AS PER PLAN | 84,903 FT | $5.00 | $7.00 | $11.19 | 6% |
| 203E10000 EXCAVATION (12?-21? DEEP) | 17,317 CY | $22.00 | $20.00 | $48.00 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $200,000 | $200,000 | 3% |
| 690E98800 SPECIAL - ADDITIONAL ADDITIVES (CEMENT, FLY ASH, L | 826 TON | $225 | $185 | $185 | 3% |
| 202E23001 PAVEMENT REMOVED, AS PER PLAN (4.25"+/-) | 109,874 SY | $1.50 | $1.50 | $1.50 | 2% |
| 202E23000 PAVEMENT REMOVED (10.25"+/-) | 32,807 SY | $5.00 | $3.50 | $8.00 | 2% |
| 832E30000 EROSION CONTROL | 150,000 EACH | $1.00 | $1.00 | $1.00 | 2% |
| 617E10100 COMPACTED AGGREGATE | 2,456 CY | $53.00 | $55.00 | $60.00 | 2% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 176 FT | $590 | $590 | $590 | 1% |
| 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS | 14,257 FT | $6.00 | $6.40 | $11.19 | 1% |
| 690E98800 SPECIAL - CORRECTIVE AGGREGATE FOR FDR (FINE, COAR | 5,128 TON | $14.00 | $15.00 | $10.00 | 1% |
| 511E32210 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 29 CY | $2,300 | $1,635 | $1,635 | 1% |
| 209E60500 LINEAR GRADING | 19 MILE | $3,500 | $2,500 | $1,500 | 1% |
| 204E51000 GEOGRID | 43,747 SY | $1.50 | $1.75 | $1.00 | 1% |
| 204E20000 EMBANKMENT | 2,000 CY | $30.00 | $10.00 | $10.00 | 1% |
| 204E13000 EXCAVATION OF SUBGRADE | 2,000 CY | $20.00 | $15.00 | $25.00 |
| 204E45000 PROOF ROLLING | 23 HOUR | $300 | $200 | $150 |
| 205E10050 LIME STABILIZED EMBANKMENT | 345 CY | $60.00 | $50.00 | $45.00 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 0.4 STA | $100 | $100 | $1,000 |
| 209E72050 PREPARING SUBGRADE FOR SHOULDER PAVING | 19 MILE | $1,200 | $150 | $1,500 |
| 606E15050 GUARDRAIL, TYPE MGS | 175 FT | $26.50 | $26.50 | $26.50 |
| 606E17000 RAISING TYPE 5 GUARDRAIL | 137.5 FT | $5.00 | $5.00 | $5.00 |
| 606E17700 REPLACE EXISTING GUARDRAIL BLOCKOUT | 1 EACH | $18.00 | $18.00 | $18.00 |
| 606E26100 ANCHOR ASSEMBLY, TYPE E | 11 EACH | $2,575 | $2,575 | $2,575 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 4 EACH | $2,575 | $2,575 | $2,575 |
| 606E34600 MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 | 4 EACH | $2,350 | $2,350 | $2,350 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $10,000 | $2,500 | $10,000 |
| 623E38501 MONUMENT ASSEMBLY, AS PER PLAN | 23 EACH | $1,500 | $700 | $2,000 |
| 623E40900 MONUMENT, MISC.: LOCATING MONUMENT STONES | 23 EACH | $1,000 | $900 | $1,000 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 8 EACH | $11.00 | $11.00 | $15.00 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $96.00 | $96.00 | $100 |
| 659E00300 TOPSOIL | 741 CY | $15.00 | $40.00 | $25.00 |
| 659E00300 TOPSOIL(4" THICK) | 528 CY | $30.00 | $40.00 | $30.00 |
| 659E10000 SEEDING AND MULCHING | 6,672 SY | $1.10 | $1.11 | $1.50 |
| 659E14000 REPAIR SEEDING AND MULCHING | 334 SY | $0.70 | $0.68 | $1.50 |
| 659E15000 INTER-SEEDING | 334 SY | $0.70 | $0.68 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.93 TON | $650 | $647 | $750 |
| 659E31000 LIME | 1.38 ACRE | $155 | $154 | $40.00 |
| 659E35000 WATER | 37 MGAL | $1.00 | $1.00 | $2.00 |
| 670E00500 SLOPE EROSION PROTECTION | 4,752 SY | $1.40 | $1.34 | $2.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $1,200 | $1,975 | $2,500 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $6,300 | $4,865 | $1,500 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $8,800 | $9,000 | $10,000 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 3,105 FT | $19.00 | $10.00 | $35.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 207 EACH | $200 | $350 | $500 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.25" DEEP) | 3,078 SY | $12.00 | $4.75 | $2.00 |
| 254E01600 PATCHING PLANED SURFACE | 18 SY | $50.00 | $1.25 | $55.00 |
| 407E10000 TACK COAT | 17,695 GAL | $2.15 | $2.10 | $2.10 |
| 408E10001 PRIME COAT, AS PER PLAN | 8,800 GAL | $4.00 | $6.00 | $4.00 |
| 690E98400 SPECIAL - MIXTURE DESIGN FOR RECLAIMED BASE COURSE | 1 LS | $17,000 | $17,000 | $17,000 |
| 621E00100 RPM | 665 EACH | $30.00 | $27.40 | $28.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 665 EACH | $7.00 | $6.00 | $20.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 (WHITE) | 18.87 MILE | $650 | $650 | $800 |
| 642E00300 CENTER LINE, TYPE 1 | 9.39 MILE | $900 | $900 | $800 |
| 644E00500 STOP LINE | 330 FT | $8.50 | $8.50 | $15.00 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 442 CY | $80.00 | $20.00 | $50.00 |
| 410E13000 TRAFFIC COMPACTED SURFACE, TYPE C | 326 CY | $70.00 | $20.00 | $40.00 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,500 | $2,500 | $2,500 |
| 614E12420 DETOUR SIGNING | 1 LS | $10,000 | $9,800 | $15,000 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 33 CY | $300 | $300 | $300 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BI-DIRECTIONAL) | 12 EACH | $7.00 | $30.08 | $35.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 12 EACH | $12.00 | $33.08 | $40.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 16 SNMT | $800 | $900 | $1,000 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 9.48 MILE | $1,200 | $1,200 | $750 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 18.87 MILE | $535 | $535 | $800 |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 1,436 FT | $0.40 | $0.40 | $1.20 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 330 FT | $2.85 | $2.85 | $2.50 |
| 616E10000 WATER | 110 MGAL | $40.00 | $30.00 | $2.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 600 FT | $15.00 | $24.38 | $30.00 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 115 CY | $135 | $160 | $175 |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $40,000 | $30,705 | $30,705 |
| 202E23501 WEARING COURSE REMOVED, AS PER PLAN | 122 SY | $30.00 | $1.50 | $35.00 |
| 202E38500 BRIDGE RAILING REMOVED | 175 FT | $15.00 | $15.26 | $18.00 |
| 202E98000 REMOVAL MISC.: JOINT SEALER | 1 LS | $1,500 | $450 | $530 |
| 407E10000 TACK COAT | 10 GAL | $2.15 | $2.10 | $2.10 |
| 442E10501 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 6 CY | $184 | $180 | $350 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $15,000 | $9,087 | $9,087 |
| 507E71200 SPECIAL - PILE ENCASEMENT | 36 FT | $450 | $326 | $325 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 5,656 LB | $2.00 | $2.20 | $2.20 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 150 LB | $1.10 | $2.20 | $2.20 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 20 EACH | $40.00 | $31.65 | $31.65 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 39 SY | $60.00 | $40.94 | $40.94 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 56 SY | $25.00 | $29.63 | $29.63 |
| 514E27700 FIELD PAINTING, MISC.: FIELD PAINTING OF STEEL PIL | 255 SF | $44.00 | $55.26 | $55.00 |
| 516E31000 JOINT SEALER | 86 FT | $25.00 | $18.73 | $18.00 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 189 FT | $14.00 | $26.73 | $26.50 |
| 519E11100 PATCHING CONCRETE STRUCTURE | 40 SF | $150 | $141 | $140 |
| 519E12200 PATCHING CONCRETE BRIDGE DECK - TYPE A | 13 SY | $750 | $628 | $628 |
| 601E27000 DUMPED ROCK FILL, TYPE C | 9 CY | $150 | $161 | $175 |
| 848E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 325 SY | $140 | $150 | $150 |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 325 SY | $120 | $192 | $192 |
| 848E30200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 3 CY | $210 | $293 | $293 |
| 848E50000 HAND CHIPPING | 8 SY | $120 | $154 | $154 |
| 848E50100 TEST SLAB | 1 LS | $2,000 | $1,237 | $1,225 |
| 848E50201 FULL DEPTH REPAIR, AS PER PLAN | 3 CY | $830 | $788 | $787 |
| 848E50321 EXISTING CONCRETE OVERLAY REMOVED, AS PER PLAN | 325 SY | $35.00 | $30.96 | $31.00 |
| 848E50340 REMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIA | 82 SY | $45.00 | $33.75 | $33.75 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $29,000 | $34,500 | $85,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $20,000 | $316,730 | $100,000 |
| 619E16000 FIELD OFFICE, TYPE A | 12 MNTH | $2,500 | $2,500 | $1,200 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $55,000 | $25,000 | $25,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10101 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 11,900 CY | $144 | $1.71M | 21% |
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 5,785 CY | $184 | $1.06M | 13% |
| 690E98900 SPECIAL - EMULSIFIED ASPHALT | 345,624 GAL | $2.35 | $812k | 10% |
| 304E20000 AGGREGATE BASE (12" THICK) | 14,597 CY | $45 | $657k | 8% |
| 690E98300 SPECIAL - FULL DEPTH RECLAIMED BASE COURSE, 6.00 I | 153,615 SY | $3.55 | $545k | 7% |
| 605E14001 6" BASE PIPE UNDERDRAINS, AS PER PLAN | 84,903 FT | $5 | $425k | 5% |
| 203E10000 EXCAVATION (12?-21? DEEP) | 17,317 CY | $22 | $381k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $200k | 2% |
| 690E98800 SPECIAL - ADDITIONAL ADDITIVES (CEMENT, FLY ASH, L | 826 TON | $225 | $186k | 2% |
| 202E23001 PAVEMENT REMOVED, AS PER PLAN (4.25"+/-) | 109,874 SY | $1.5 | $165k | 2% |