Cra-SR 61-02.87
Crawford County · est $3.5M
Bid dateThursday, March 9—
Crawford County · est $3.5M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 63 more items below.
| Item | Quantity | R1Kokosing Construction Company INC | R2Shelly & Sands INC | % of bid |
|---|---|---|---|---|
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 6,634 CY | $193 | $176 | 45% |
| 442E10081 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 3,110 CY | $175 | $170 | 19% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $245,280 | $243,745 | 9% |
| 251E01030 PARTIAL DEPTH PAVEMENT REPAIR (442)(LONGITUDINAL) | 937 CY | $220 | $290 | 7% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100,000 | 3% |
| 251E01030 PARTIAL DEPTH PAVEMENT REPAIR (442) (TRANSVERSE) | 234 CY | $350 | $450 | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.50" DEEP) | 99,707 SY | $0.75 | $1.05 | 3% |
| 408E10000 PRIME COAT | 14,851 GAL | $4.00 | $4.25 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3.00" DEEP) | 63,966 SY | $0.85 | $1.30 | 2% |
| 407E10000 TACK COAT (0.09 GAL/SY) | 14,731 GAL | $2.60 | $2.25 | 1% |
| 617E10100 COMPACTED AGGREGATE | 1,257 CY | $30.00 | $50.00 | 1% |
| 621E00100 RPM | 605 EACH | $35.50 | $37.00 | 1% |
| 519E12304 PATCHING CONCRETE BRIDGE DECK - TYPE C | 42 SY | $495 | $495 | 1% |
| 659E00300 TOPSOIL | 259 CY | $70.00 | $35.00 | 1% |
| 253E01000 PAVEMENT REPAIR(LONGITUDINAL) | 124 SY | $140 | $350 | 1% |
| 608E10000 4" CONCRETE WALK | 977 SF | $16.00 | $16.00 | 1% |
| 209E72051 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 6.9 MILE | $2,200 | $1,000 | 1% |
| 209E60500 LINEAR GRADING | 8.92 MILE | $1,700 | $1,800 | 1% |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 24.44 MILE | $600 | $600 | 1% |
| 203E20001 EMBANKMENT, AS PER PLAN | 331 CY | $40.00 | $55.00 | 0% |
| Item | Quantity | R1Kokosing Construction Company INC | R2Shelly & Sands INC |
|---|---|---|---|
| 202E30000 WALK REMOVED | 1,375 SF | $6.00 | $6.00 |
| 202E32000 CURB REMOVED | 101 FT | $15.00 | $15.00 |
| 202E38000 GUARDRAIL REMOVED | 12.5 FT | $2.40 | $100 |
| 203E10000 EXCAVATION | 4 CY | $90.00 | $90.00 |
| 203E20001 EMBANKMENT, AS PER PLAN (CURB RAMPS) | 5 CY | $80.00 | $80.00 |
| 209E15001 RESHAPING UNDER GUARDRAIL, AS PER PLAN | 0.5 STA | $180 | $100 |
| 606E17000 |
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 →
| 50 FT |
| $8.80 |
| $10.00 |
| 606E26500 ANCHOR ASSEMBLY, TYPE T | 1 EACH | $1,240 | $1,350 |
| 608E52000 CURB RAMP | 392 SF | $16.00 | $16.00 |
| 609E26000 CURB, TYPE 6 | 153 FT | $30.00 | $30.00 |
| 623E39500 MONUMENT BOX ADJUSTED TO GRADE | 5 EACH | $800 | $600 |
| 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | 2 EACH | $220 | $325 |
| 690E50200 SPECIAL - MAILBOX SUPPORT SYSTEM, DOUBLE | 8 EACH | $295 | $525 |
| 659E00100 SOIL ANALYSIS TEST | 1 EACH | $100 | $75.00 |
| 659E10000 SEEDING AND MULCHING | 2,047 SY | $2.45 | $2.45 |
| 659E14000 REPAIR SEEDING AND MULCHING | 96 SY | $1.00 | $1.00 |
| 659E15000 INTER-SEEDING | 96 SY | $0.10 | $0.10 |
| 659E20000 COMMERCIAL FERTILIZER | 0.27 TON | $635 | $635 |
| 659E31000 LIME | 0.41 ACRE | $54.00 | $54.00 |
| 659E35000 WATER | 10.66 MGAL | $1.00 | $1.00 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 17 EACH | $600 | $900 |
| 611E99150 INLET ADJUSTED TO GRADE | 8 EACH | $575 | $1,050 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 7 EACH | $650 | $1,050 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 4 EACH | $550 | $375 |
| 253E01000 PAVEMENT REPAIR (TRANSVERSE) | 32 SY | $230 | $550 |
| 254E01600 PATCHING PLANED SURFACE | 411 SY | $1.25 | $5.00 |
| 407E10000 TACK COAT (0.06 GAL/SY) | 3,838 GAL | $2.60 | $2.25 |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 5.52 MILE | $785 | $1,300 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 2.76 MILE | $785 | $1,300 |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 2.76 MILE | $2,900 | $5,250 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 561 EACH | $4.00 | $5.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 6.96 MILE | $700 | $700 |
| 642E00300 CENTER LINE, TYPE 1 | 3.48 MILE | $1,000 | $1,000 |
| 642E00500 STOP LINE, TYPE 1 | 284 FT | $4.00 | $4.00 |
| AA1 642E00104 EDGE LINE, 6", TYPE 1 (GALION) (ALTERNATE 1) | 5.09 MILE | $700 | $700 |
| AA1 642E00104 EDGE LINE, 6", TYPE 1 (ODOT) (ALTERNATE 1) | 3.95 MILE | $700 | $700 |
| AA1 642E00300 CENTER LINE, TYPE 1 (GALION) (ALTERNATE 1) | 3.29 MILE | $1,000 | $1,000 |
| AA1 642E00300 CENTER LINE, TYPE 1 (ODOT) (ALTERNATE 1) | 1.98 MILE | $1,000 | $1,000 |
| AA1 642E00500 STOP LINE, TYPE 1 (GALION) (ALTERNATE 1) | 177 FT | $4.00 | $4.00 |
| AA1 642E00500 STOP LINE, TYPE 1 (ODOT) (ALTERNATE 1) | 110 FT | $4.00 | $4.00 |
| AA1 642E00620 CROSSWALK LINE, 12", TYPE 1 (GALION) (ALTERNATE 1) | 123 FT | $3.00 | $3.00 |
| 614E11111 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 30 HOUR | $80.00 | $80.00 |
| 614E12420 DETOUR SIGNING | 1 LS | $2,500 | $2,500 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 30 CY | $125 | $200 |
| 614E18600 PORTABLE CHANGEABLE MESSAGE SIGN | 4 SNMT | $450 | $900 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 12.22 MILE | $1,000 | $1,000 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 855 FT | $3.50 | $3.50 |
| 202E23500 WEARING COURSE REMOVED | 8 SY | $67.50 | $67.50 |
| 251E01031 PARTIAL DEPTH PAVEMENT REPAIR (442), AS PER PLAN | 3 CY | $1,100 | $800 |
| 516E31200 SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE J | 122 FT | $17.12 | $17.12 |
| 516E31200 SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE J | 160 FT | $13.64 | $13.64 |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING | 112.5 FT | $115 | $124 |
| 519E12304 PATCHING CONCRETE BRIDGE DECK - TYPE C | 1 SY | $495 | $495 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 1 EACH | $18.00 | $18.00 |
| 621E90000 RPM, MISC.: FILLING DEPRESSIONS FROM RPMS REMOVED | 3 EACH | $49.50 | $49.50 |
| 202E98200 REMOVAL MISC.: STEEL DRIP STRIP | 68.5 FT | $26.27 | $26.27 |
| 251E01031 PARTIAL DEPTH PAVEMENT REPAIR (442), AS PER PLAN | 2 CY | $1,500 | $800 |
| 516E31200 SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE J | 137 FT | $17.12 | $17.12 |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING | 87.5 FT | $116 | $124 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 68.5 FT | $22.29 | $22.29 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $12,500 | $14,000 |
| 619E16010 FIELD OFFICE, TYPE B | 4 MNTH | $2,700 | $2,200 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $3,500 | $7,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 6,634 CY | $193 | $1.28M | 42% |
| 442E10081 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 3,110 CY | $175 | $544k | 18% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $245,280 | $245k | 8% |
| 251E01030 PARTIAL DEPTH PAVEMENT REPAIR (442)(LONGITUDINAL) | 937 CY | $220 | $206k | 7% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 3% |
| 251E01030 PARTIAL DEPTH PAVEMENT REPAIR (442) (TRANSVERSE) | 234 CY | $350 | $82k | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.50" DEEP) | 99,707 SY | $0.75 | $75k | 2% |
| 408E10000 PRIME COAT | 14,851 GAL | $4 | $59k | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3.00" DEEP) | 63,966 SY | $0.85 | $54k | 2% |
| 407E10000 TACK COAT (0.09 GAL/SY) | 14,731 GAL | $2.6 | $38k | 1% |