Pic-/Fai/Fra-SR 674-00.00/00.00/00.00
Pickaway County · est $4.6M
Bid dateThursday, November 17—
Pickaway County · est $4.6M
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 · 55 more items below.
| Item | Quantity | R1Shelly Company | R2Kokosing Construction Company INC | % of bid |
|---|---|---|---|---|
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (7412 CY | $163 | $175 | 30% |
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 5,905 CY | $177 | $205 | 26% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3" | 152,146 SY | $2.85 | $1.92 | 11% |
| 251E01041 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 7,728 SY | $44.50 | $42.00 | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $217,000 | $241,348 | 5% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350 OR MASH 201 | 50 EACH | $2,780 | $2,780 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100,000 | 2% |
| 617E10100 |
| Item | Quantity | R1Shelly Company | R2Kokosing Construction Company INC |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $9,000 | $8,500 |
| 202E23000 PAVEMENT REMOVED | 279 SY | $19.75 | $24.00 |
| 202E38001 GUARDRAIL REMOVED, AS PER PLAN | 3,075 FT | $1.60 | $1.60 |
| 202E42001 ANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN | 51 EACH | $325 | $325 |
| 202E42011 ANCHOR ASSEMBLY REMOVED, TYPE E, AS PER PLAN | 2 EACH | $135 | $135 |
| 203E10000 EXCAVATION | 73 CY | $37.25 | $75.00 |
| 203E20000 EMBANKMENT |
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 →
| 1,276 CY |
| $74.00 |
| $62.00 |
| 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 4,500 FT | $18.00 | $18.00 | 2% |
| 407E20000 NON-TRACKING TACK COAT | 22,195 GAL | $3.50 | $2.65 | 2% |
| 251E01001 PARTIAL DEPTH PAVEMENT REPAIR (441), AS PER PLAN | 1,320 SY | $47.75 | $75.00 | 2% |
| 203E20001 EMBANKMENT, AS PER PLAN | 895 CY | $68.50 | $68.50 | 2% |
| 659E00300 TOPSOIL | 910 CY | $38.00 | $55.00 | 1% |
| 253E02001 PAVEMENT REPAIR, AS PER PLAN | 113 CY | $305 | $840 | 1% |
| 601E21061 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT, | 509 SY | $61.00 | $85.00 | 1% |
| 621E00100 RPM | 812 EACH | $30.50 | $30.50 | 1% |
| 209E72051 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 21.92 MILE | $935 | $900 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $20,000 | $20,000 | 0% |
| 642E00104 EDGE LINE, 6", TYPE 1 | 23.02 MILE | $810 | $810 | 0% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.25" | 4,404 SY | $4.05 | $2.85 | 0% |
| 152 CY |
| $49.75 |
| $75.00 |
| 204E10000 SUBGRADE COMPACTION | 306 SY | $1.60 | $10.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 27 CY | $60.00 | $40.00 |
| 204E20000 EMBANKMENT | 27 CY | $98.00 | $65.00 |
| 209E60200 LINEAR GRADING | 79.2 STA | $40.00 | $40.00 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 368.75 FT | $19.60 | $19.60 |
| 606E17360 GUARDRAIL, TYPE MGS, LONG-SPAN | 100 FT | $21.40 | $21.40 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 1 EACH | $1,580 | $1,580 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B | 2 EACH | $2,170 | $2,170 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 8 EACH | $1,365 | $1,365 |
| 606E35141 BRIDGE TERMINAL ASSEMBLY, TYPE 4, AS PER PLAN | 16 EACH | $1,050 | $1,050 |
| 606E98000 GUARDRAIL, MISC.: ALTERNATIVE GUARDRAIL PLACEMENT | 100 FT | $12.50 | $12.50 |
| 606E98000 GUARDRAIL, MISC.: PANELS REMOVED AND REPLACED | 187.5 FT | $10.40 | $10.40 |
| 623E39500 MONUMENT ASSEMBLY ADJUSTED TO GRADE | 7 EACH | $940 | $900 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 2 EACH | $165 | $165 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $2,000 | $6,000 |
| 659E10000 SEEDING AND MULCHING | 8,209 SY | $1.32 | $1.10 |
| 659E20000 COMMERCIAL FERTILIZER | 1.11 TON | $1,000 | $1,400 |
| 659E31000 LIME | 1.7 ACRE | $10.00 | $80.00 |
| 659E35000 WATER | 44 MGAL | $2.00 | $1.00 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 264 FT | $19.00 | $65.00 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 4 EACH | $900 | $1,000 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 4 EACH | $900 | $1,000 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 78 CY | $197 | $345 |
| 304E20001 AGGREGATE BASE, AS PER PLAN | 54 CY | $145 | $320 |
| 617E25000 WATER | 2 MGAL | $1.00 | $7.40 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 4 EACH | $345 | $1,000 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 812 EACH | $5.25 | $2.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 132 EACH | $12.25 | $12.25 |
| 642E00300 CENTER LINE, TYPE 1 | 11.28 MILE | $810 | $810 |
| 642E00500 STOP LINE, TYPE 1 | 60 FT | $8.20 | $8.20 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 48 HOUR | $75.00 | $125 |
| 614E12420 DETOUR SIGNING | 1 LS | $9,680 | $9,680 |
| 614E12461 WORK ZONE MARKING SIGN, AS PER PLAN | 76 EACH | $125 | $125 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 50 CY | $305 | $400 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 2 SNMT | $995 | $995 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 22.3 MILE | $668 | $668 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 120 FT | $4.00 | $4.00 |
| 617E25000 WATER | 1 MGAL | $1.00 | $7.40 |
| 642E00300 CENTER LINE, TYPE 1 | 0.5 MILE | $900 | $900 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 534 SY | $12.50 | $12.50 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.25" | 860 SY | $4.05 | $16.00 |
| 407E20000 NON-TRACKING TACK COAT | 120 GAL | $3.50 | $2.65 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 176 FT | $25.00 | $25.00 |
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 29 CY | $177 | $320 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $5,625 | $17,500 |
| 619E16010 FIELD OFFICE, TYPE B | 9 MNTH | $1,850 | $2,500 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $5,000 | $16,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (7412 CY | $162.5 | $1.20M | 28% |
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 5,905 CY | $176.75 | $1.04M | 24% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3" | 152,146 SY | $2.85 | $434k | 10% |
| 251E01041 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 7,728 SY | $44.5 | $344k | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $217,000 | $217k | 5% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350 OR MASH 201 | 50 EACH | $2,780 | $139k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 2% |
| 617E10100 COMPACTED AGGREGATE | 1,276 CY | $74 | $94k | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 4,500 FT | $18 | $81k | 2% |
| 407E20000 NON-TRACKING TACK COAT | 22,195 GAL | $3.5 | $78k | 2% |