Ric-SR 39-18.95
Richland County · est $3.2M
Bid dateThursday, July 14—
Richland County · est $3.2M
Published by ODOT on this contract’s Proposal PDF · EDGE Goal: 6.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 89 more items below.
| Item | Quantity | R1Kokosing Construction Company INC | R2Shelly & Sands INC | % of bid |
|---|---|---|---|---|
| 442E10081 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 4,508 CY | $185 | $185 | 32% |
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 3,759 CY | $200 | $185 | 29% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $223,175 | $243,000 | 9% |
| 251E01030 PARTIAL DEPTH PAVEMENT REPAIR (442) (LONGITUDINAL) | 1,010 CY | $186 | $190 | 7% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100,000 | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (2.50" DEEP) | 97,724 SY | $0.75 | $1.10 | 3% |
| 607E39900 VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRI | 610 FT | $92.50 | $91.50 | 2% |
| Item | Quantity | R1Kokosing Construction Company INC | R2Shelly & Sands INC |
|---|---|---|---|
| 202E23500 WEARING COURSE REMOVED (1.00" DEEP) | 317 SY | $0.75 | $1.00 |
| 202E30000 WALK REMOVED | 2,108.3 SF | $3.00 | $5.35 |
| 202E32000 CURB REMOVED | 232 FT | $20.00 | $12.00 |
| 202E32500 CURB AND GUTTER REMOVED | 14 FT | $20.00 | $14.00 |
| 202E38000 GUARDRAIL REMOVED | 50 FT | $5.00 | $2.00 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 2 EACH | $1,000 | $295 |
| 202E42050 ANCHOR ASSEMBLY REMOVED, TYPE B | 2 EACH | $250 |
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 →
| 251E01030 PARTIAL DEPTH PAVEMENT REPAIR (442) (TRANSVERSE) |
| 253 CY |
| $198 |
| $400 |
| 2% |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 13 CY | $3,080 | $3,080 | 2% |
| 617E10100 COMPACTED AGGREGATE | 709 CY | $54.00 | $45.00 | 1% |
| 407E10000 TACK COAT | 15,173 GAL | $2.25 | $2.15 | 1% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $29,670 | $29,670 | 1% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (2.75" DEEP) | 10,238 SY | $2.50 | $1.50 | 1% |
| 512E10400 TREATING OF CONCRETE BRIDGE DECK WITH SRS | 2,524 SY | $8.74 | $8.74 | 1% |
| 253E02000 PAVEMENT REPAIR (LONGITUDINAL) | 101 CY | $217 | $350 | 1% |
| 608E52000 CURB RAMP (CURB RAMPS) | 1,014 SF | $20.00 | $17.00 | 1% |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 24.39 MILE | $825 | $800 | 1% |
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 95.89 CY | $200 | $185 | 1% |
| 209E60500 LINEAR GRADING | 10.73 MILE | $1,600 | $1,500 | 1% |
| 408E10001 PRIME COAT, AS PER PLAN | 5,043 GAL | $3.00 | $4.00 | 1% |
| $125 |
| 203E20001 EMBANKMENT, AS PER PLAN (CURB RAMPS) | 3 CY | $500 | $80.00 |
| 203E20001 EMBANKMENT, AS PER PLAN (GUARDRAIL) | 86 CY | $55.00 | $68.50 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 0.25 STA | $250 | $280 |
| 209E72050 PREPARING SUBGRADE FOR SHOULDER PAVING | 10.73 MILE | $210 | $1,200 |
| 606E16500 GUARDRAIL REBUILT, TYPE 5 | 37.5 FT | $16.00 | $16.80 |
| 606E17000 RAISING TYPE 5 GUARDRAIL | 87.5 FT | $4.50 | $9.60 |
| 606E17700 REPLACE EXISTING GUARDRAIL BLOCKOUT | 3 EACH | $25.00 | $25.00 |
| 606E26100 ANCHOR ASSEMBLY, TYPE E | 5 EACH | $2,350 | $2,920 |
| 606E27900 ANCHOR ASSEMBLY REBUILT, TYPE T | 1 EACH | $950 | $950 |
| 606E98000 GUARDRAIL, MISC.: TYPE 5 RAIL | 12.5 FT | $28.00 | $34.80 |
| 608E10000 4" CONCRETE WALK (CURB RAMPS) | 1,054.2 SF | $8.00 | $17.00 |
| 623E39500 MONUMENT ASSEMBLY ADJUSTED TO GRADE | 4 EACH | $650 | $900 |
| 623E39601 MONUMENT ASSEMBLY RECONSTRUCTED TO GRADE, AS PER P | 2 EACH | $1,050 | $1,500 |
| 626E00116 BARRIER REFLECTOR, TYPE 5, BIDIRECTIONAL | 5 EACH | $11.00 | $12.00 |
| 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | 2 EACH | $250 | $185 |
| 690E50200 SPECIAL - MAILBOX SUPPORT SYSTEM, DOUBLE | 1 EACH | $350 | $265 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $98.00 | $50.00 |
| 659E00300 TOPSOIL | 35 CY | $35.00 | $45.00 |
| 659E10000 SEEDING AND MULCHING | 312 SY | $3.00 | $8.25 |
| 659E14000 REPAIR SEEDING AND MULCHING | 16 SY | $0.78 | $1.40 |
| 659E15000 INTER-SEEDING | 16 SY | $0.78 | $0.10 |
| 659E20000 COMMERCIAL FERTILIZER | 0.04 TON | $904 | $1,110 |
| 659E31000 LIME | 0.06 ACRE | $165 | $55.00 |
| 659E35000 WATER | 1.72 MGAL | $1.00 | $2.50 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 11 EACH | $1,000 | $1,000 |
| 611E99150 INLET ADJUSTED TO GRADE | 3 EACH | $1,000 | $1,250 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 5 EACH | $700 | $500 |
| 253E02000 PAVEMENT REPAIR (TRANSVERSE) | 25 CY | $243 | $550 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (2.00" DEEP) | 258 SY | $0.75 | $1.00 |
| 407E13900 TACK COAT, 702.13 | 29 GAL | $15.00 | $4.75 |
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 10 CY | $200 | $185 |
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 15 CY | $200 | $185 |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 (CURB RAMPS) | 14.5 FT | $50.00 | $45.00 |
| 609E26000 CURB, TYPE 6 (CURB RAMPS) | 79.5 FT | $60.00 | $34.00 |
| 609E26001 CURB, TYPE 6, AS PER PLAN (CURB RAMPS) | 23.5 FT | $60.00 | $34.00 |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 9.36 MILE | $600 | $1,000 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 6 EACH | $650 | $350 |
| 621E00100 RPM | 505 EACH | $29.50 | $29.50 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 526 EACH | $3.00 | $4.00 |
| 630E87520 REMOVAL OF POLE MOUNTED SIGN AND REERECTION | 1 EACH | $400 | $265 |
| 642E00104 EDGE LINE, 6", TYPE 1 (WHITE) | 11.82 MILE | $800 | $850 |
| 642E00204 LANE LINE, 6", TYPE 1 | 5.91 MILE | $710 | $650 |
| 642E00300 CENTER LINE, TYPE 1 | 5.91 MILE | $1,200 | $950 |
| 642E00700 TRANSVERSE/DIAGONAL LINE, TYPE 1 | 230 FT | $3.00 | $4.00 |
| 644E00404 CHANNELIZING LINE, 12" | 1,103 FT | $6.00 | $2.00 |
| 644E00500 STOP LINE | 421 FT | $10.00 | $9.00 |
| 644E00620 CROSSWALK LINE, 12" | 344 FT | $6.00 | $3.00 |
| 644E01300 LANE ARROW | 10 EACH | $120 | $125 |
| 644E01520 DOTTED LINE, 12" | 135 FT | $2.90 | $5.00 |
| 644E50300 PAVEMENT MARKING, MISC.: CROSSWALK LINE, 18", AS P | 96 FT | $9.00 | $20.00 |
| 646E10010 EDGE LINE, 6" (WHITE) | 0.12 MILE | $18,000 | $19,658 |
| 646E10110 LANE LINE, 6" | 0.06 MILE | $18,000 | $15,155 |
| 646E10200 CENTER LINE | 0.06 MILE | $18,000 | $32,800 |
| 646E10310 CHANNELIZING LINE, 12" | 332 FT | $2.00 | $3.30 |
| 646E20300 LANE ARROW | 2 EACH | $200 | $240 |
| 625E31600 PULL BOX, MISC.: PULL BOX ADJUSTED TO GRADE | 3 EACH | $400 | $400 |
| 625E32000 GROUND ROD | 1 EACH | $400 | $400 |
| 632E64021 PEDESTAL FOUNDATION, AS PER PLAN | 1 EACH | $2,200 | $2,200 |
| 632E90010 PEDESTAL, MISC.: REUSE OF PEDESTRIAN PEDESTAL | 1 EACH | $600 | $600 |
| 632E90020 REMOVAL OF MISCELLANEOUS TRAFFIC SIGNAL ITEM REUSE | 1 EACH | $200 | $200 |
| 632E90203 REUSE OF PEDESTRIAN SIGNAL HEAD, AS PER PLAN | 2 EACH | $650 | $650 |
| 632E90211 REUSE OF PEDESTRIAN PUSHBUTTON, AS PER PLAN | 2 EACH | $325 | $325 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 120 HOUR | $80.00 | $85.00 |
| 614E12420 DETOUR SIGNING | 1 LS | $1,440 | $3,100 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 25 CY | $250 | $300 |
| 614E18600 PORTABLE CHANGEABLE MESSAGE SIGN | 4 SNMT | $2,100 | $1,000 |
| 614E20110 WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | 1.02 MILE | $510 | $650 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 11.94 MILE | $1,100 | $950 |
| 614E23210 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 642 PAI | 13,270 FT | $0.40 | $1.00 |
| 614E24202 WORK ZONE DOTTED LINE, CLASS I, 6", 642 PAINT | 459 FT | $0.90 | $1.00 |
| 614E25200 WORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS I, 642 P | 460 FT | $3.00 | $4.00 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 818 FT | $4.00 | $5.00 |
| 509E20000 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 100 LB | $13.97 | $13.97 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 10 EACH | $29.34 | $29.34 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 136 SY | $38.49 | $38.49 |
| 519E12300 PATCHING CONCRETE BRIDGE DECK - TYPE B | 13 SY | $801 | $801 |
| 621E90000 RPM, MISC.: FILLING VOIDS FROM RPMS REMOVED FROM B | 28 EACH | $48.19 | $48.19 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 8 EACH | $11.00 | $9.25 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $15,000 | $15,000 |
| 619E16010 FIELD OFFICE, TYPE B | 4 MNTH | $1,500 | $2,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $2,500 | $4,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10081 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 4,508 CY | $185 | $834k | 29% |
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 3,759 CY | $200 | $752k | 26% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $223,175 | $223k | 8% |
| 251E01030 PARTIAL DEPTH PAVEMENT REPAIR (442) (LONGITUDINAL) | 1,010 CY | $186 | $188k | 7% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (2.50" DEEP) | 97,724 SY | $0.75 | $73k | 3% |
| 607E39900 VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRI | 610 FT | $92.5 | $56k | 2% |
| 251E01030 PARTIAL DEPTH PAVEMENT REPAIR (442) (TRANSVERSE) | 253 CY | $198 | $50k | 2% |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 13 CY | $3,080 | $40k | 1% |
| 617E10100 COMPACTED AGGREGATE | 709 CY | $54 | $38k | 1% |