Ric-Var Overlay FY2026
Richland County · est $5.3M
Bid dateThursday, December 4—
Richland County · est $5.3M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 112 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 | 4,951 CY | $220 | $190 | 24% |
| 424E14000 FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B | 448 (2584 CY | $235 | $220 | 13% |
| 442E20170 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 1,838 CY | $238 | $208 | 10% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $425,055 | $460,000 | 9% |
| 251E01043 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 1,433 CY | $275 | $270 | 9% |
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 1,315 CY | $260 | $228 | 8% |
| 624E10000 MOBILIZATION | 1 LS | $263,000 | $200,000 | 6% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 7,118.75 FT | $22.00 | $22.00 | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.5") | 118,454 SY | $0.80 | $1.20 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3.0") | 37,609 SY | $2.50 | $3.25 | 2% |
| 251E01043 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 254 CY | $320 | $600 | 2% |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 77 EACH | $900 | $800 | 2% |
| 408E10001 PRIME COAT, AS PER PLAN | 12,613 GAL | $5.20 | $4.50 | 1% |
| 897E01010 PAVEMENT PLANING, ASPHALT CONCRETE, CLASS A (1.0") | 92,554 SY | $0.70 | $1.00 | 1% |
| 407E10000 TACK COAT | 21,837 GAL | $2.90 | $2.25 | 1% |
| 608E52000 CURB RAMP | 5,591 SF | $10.50 | $15.50 | 1% |
| 253E02001 PAVEMENT REPAIR, AS PER PLAN (LONGITUDINAL) | 199 CY | $290 | $350 | 1% |
| 617E10100 COMPACTED AGGREGATE | 1,905 CY | $30.00 | $58.00 | 1% |
| 608E10000 4" CONCRETE WALK | 4,279 SF | $10.50 | $15.50 | 1% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 17 EACH | $2,480 | $2,480 | 1% |
| Item | Quantity | R1Kokosing Construction Company INC | R2Shelly & Sands INC |
|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 152 SY | $45.00 | $32.00 |
| 202E30000 WALK REMOVED | 10,127 SF | $3.50 | $3.25 |
| 202E32000 CURB REMOVED | 783 FT | $12.00 | $9.00 |
| 202E32500 CURB AND GUTTER REMOVED | 94 FT | $12.00 | $10.30 |
| 202E38000 GUARDRAIL REMOVED | 7,293.75 FT | $2.00 | $2.00 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 3 EACH | $295 | $295 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 19 EACH |
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 →
| $145 |
| $145 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 11 EACH | $85.00 | $85.00 |
| 202E42050 ANCHOR ASSEMBLY REMOVED, TYPE B | 2 EACH | $130 | $130 |
| 202E42810 ANCHOR ASSEMBLY REMOVED FOR REUSE, TYPE E | 2 EACH | $195 | $195 |
| 202E42820 ANCHOR ASSEMBLY REMOVED FOR REUSE, TYPE T | 1 EACH | $110 | $110 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 12 EACH | $75.00 | $75.00 |
| 202E98300 REMOVAL MISC.: LANDSCAPE ROCKS | 2 SY | $135 | $150 |
| 203E20001 EMBANKMENT, AS PER PLAN | 528 CY | $58.00 | $58.00 |
| 209E15001 RESHAPING UNDER GUARDRAIL, AS PER PLAN | 89.13 STA | $50.00 | $50.00 |
| 209E60500 LINEAR GRADING | 15.1 MILE | $2,000 | $4,500 |
| 209E80000 GRADING MAILBOX APPROACHES | 40 EACH | $20.00 | $100 |
| 606E13000 GUARDRAIL, TYPE 5 | 425 FT | $18.40 | $18.40 |
| 606E15050 GUARDRAIL, TYPE MGS | 350 FT | $19.60 | $19.60 |
| 606E17000 RAISING TYPE 5 GUARDRAIL | 181.25 FT | $8.00 | $8.00 |
| 606E25000 ANCHOR ASSEMBLY, TYPE A | 1 EACH | $1,650 | $1,650 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B | 2 EACH | $2,550 | $2,550 |
| 606E26100 ANCHOR ASSEMBLY, TYPE E (MASH 2016) | 6 EACH | $2,420 | $2,420 |
| 606E26500 ANCHOR ASSEMBLY, TYPE T | 2 EACH | $1,120 | $1,120 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 10 EACH | $1,350 | $1,350 |
| 606E27850 ANCHOR ASSEMBLY REBUILT, TYPE E | 2 EACH | $1,520 | $1,520 |
| 606E27900 ANCHOR ASSEMBLY REBUILT, TYPE T | 1 EACH | $850 | $850 |
| 606E35140 BRIDGE TERMINAL ASSEMBLY, TYPE 4 | 11 EACH | $985 | $985 |
| 606E35141 BRIDGE TERMINAL ASSEMBLY, TYPE 4, AS PER PLAN | 1 EACH | $1,350 | $1,350 |
| 608E15000 8" CONCRETE WALK | 400 SF | $16.00 | $16.00 |
| 608E52001 CURB RAMP, AS PER PLAN | 725 SF | $16.00 | $24.00 |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 50 FT | $50.00 | $46.50 |
| 609E26000 CURB, TYPE 6 | 532 FT | $50.00 | $31.00 |
| 609E26001 CURB, TYPE 6, AS PER PLAN | 7 FT | $50.00 | $41.00 |
| 623E39501 MONUMENT ASSEMBLY ADJUSTED TO GRADE, AS PER PLAN | 8 EACH | $550 | $800 |
| 623E39601 MONUMENT ASSEMBLY RECONSTRUCTED TO GRADE, AS PER P | 2 EACH | $875 | $1,225 |
| 623E51000 POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND | 1 LS | $1,600 | $7,000 |
| 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | 2 EACH | $225 | $225 |
| 690E50200 SPECIAL - MAILBOX SUPPORT SYSTEM, DOUBLE | 2 EACH | $320 | $320 |
| 659E00301 TOPSOIL, AS PER PLAN | 26 CY | $75.00 | $85.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 31 EACH | $600 | $800 |
| 253E02001 PAVEMENT REPAIR, AS PER PLAN (TRANSVERSE) | 41 CY | $340 | $800 |
| 254E01600 PATCHING PLANED SURFACE | 797 SY | $3.00 | $4.00 |
| 304E20000 AGGREGATE BASE | 1 CY | $75.00 | $200 |
| 617E20000 SHOULDER PREPARATION | 31,482 SY | $0.25 | $0.20 |
| 618E40600 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 3.04 MILE | $1,525 | $1,525 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 1.52 MILE | $1,525 | $1,525 |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 1.52 MILE | $3,000 | $13,000 |
| 897E02000 PATCHING PLANED SURFACE | 474 SY | $3.00 | $4.00 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 28 EACH | $450 | $700 |
| 621E00100 RPM | 909 EACH | $34.50 | $34.50 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 866 EACH | $1.00 | $5.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 131 EACH | $14.50 | $14.50 |
| 630E79500 SIGN SUPPORT ASSEMBLY, POLE MOUNTED | 10 EACH | $140 | $140 |
| 630E80100 SIGN, FLAT SHEET | 10 SF | $70.00 | $70.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 7 EACH | $25.00 | $25.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 4 EACH | $70.00 | $70.00 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 6 EACH | $140 | $140 |
| 630E97700 SIGNING, MISC.: SOLAR-POWERED RECTANGULAR RAPID FL | 2 EACH | $9,000 | $9,000 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 26.94 MILE | $730 | $730 |
| 642E00300 CENTER LINE, TYPE 1 | 14.52 MILE | $650 | $650 |
| 644E00404 CHANNELIZING LINE, 12" | 104 FT | $4.00 | $4.00 |
| 644E00500 STOP LINE | 1,566 FT | $7.45 | $7.45 |
| 644E00620 CROSSWALK LINE, 12" | 1,798 FT | $4.00 | $4.00 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 566 FT | $7.00 | $7.00 |
| 644E01110 SCHOOL SYMBOL MARKING, 96" | 4 EACH | $420 | $420 |
| 644E01200 PARKING LOT STALL MARKING | 5,490 FT | $1.25 | $1.25 |
| 644E01300 LANE ARROW | 6 EACH | $100 | $100 |
| 644E01600 HANDICAP SYMBOL MARKING | 1 EACH | $55.00 | $55.00 |
| 644E01620 BIKE CROSSING SYMBOL | 6 EACH | $270 | $270 |
| 644E50300 PAVEMENT MARKING, MISC.: CROSSWALK LINE, 18", AS P | 1,291 FT | $5.55 | $5.55 |
| 646E10010 EDGE LINE, 6" | 0.4 MILE | $12,000 | $12,000 |
| 646E10200 CENTER LINE | 0.2 MILE | $12,000 | $12,000 |
| 625E31600 PULL BOX, MISC.: ADJUSTED TO GRADE | 4 EACH | $450 | $400 |
| 625E31600 PULL BOX, MISC.: SLIP RESISTANT LID | 2 EACH | $1,250 | $525 |
| 625E32000 GROUND ROD | 11 EACH | $265 | $300 |
| 632E20750 ACCESSIBLE PEDESTRIAN PUSHBUTTON | 3 EACH | $950 | $1,000 |
| 632E26501 DETECTOR LOOP, AS PER PLAN | 1 EACH | $2,650 | $3,500 |
| 632E64010 SIGNAL SUPPORT FOUNDATION | 4 EACH | $1,500 | $2,000 |
| 632E64021 PEDESTAL FOUNDATION, AS PER PLAN | 7 EACH | $2,450 | $2,000 |
| 632E89900 PEDESTAL, 8', TRANSFORMER BASE | 3 EACH | $750 | $1,000 |
| 632E90010 PEDESTAL, MISC.: REUSE OF PEDESTRIAN PEDESTAL | 4 EACH | $425 | $700 |
| 632E90203 REUSE OF PEDESTRIAN SIGNAL HEAD, AS PER PLAN | 10 EACH | $550 | $700 |
| 632E90207 REUSE OF SIGNAL SUPPORT, AS PER PLAN | 2 EACH | $2,750 | $900 |
| 632E90211 REUSE OF PEDESTRIAN PUSHBUTTON, AS PER PLAN | 7 EACH | $275 | $475 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 150 HOUR | $105 | $95.00 |
| 614E12460 WORK ZONE MARKING SIGN | 302 EACH | $70.00 | $70.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 80 CY | $125 | $250 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 16 SNMT | $900 | $900 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 31.35 MILE | $700 | $700 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 268 FT | $0.85 | $0.85 |
| 614E25620 WORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS III, 642 | 1,510 FT | $3.00 | $3.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 3,774 FT | $4.00 | $4.00 |
| 614E27250 WORK ZONE CROSSWALK LINE, CLASS III, 12", 642 PAIN | 7,842 FT | $3.50 | $3.50 |
| 614E30650 WORK ZONE ARROW, CLASS III, 642 PAINT | 16 EACH | $50.00 | $50.00 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 116 FT | $26.21 | $26.21 |
| 516E31000 JOINT SEALER | 6 FT | $26.21 | $26.21 |
| 519E12510 SPECIAL - PATCHING CONCRETE BRIDGE DECK - TYPE B | 2 SY | $793 | $793 |
| 516E31250 SPECIAL - SAWING AND SEALING CONCRETE JOINTS | 34 FT | $26.21 | $26.21 |
| 519E12510 SPECIAL - PATCHING CONCRETE BRIDGE DECK - TYPE B | 13 SY | $793 | $793 |
| 202E98200 REMOVAL MISC.: JOINT SEAL | 41 FT | $6.45 | $6.45 |
| 516E31000 JOINT SEALER | 41 FT | $26.21 | $26.21 |
| 519E12510 SPECIAL - PATCHING CONCRETE BRIDGE DECK - TYPE B | 3 SY | $793 | $793 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 204 FT | $26.21 | $26.21 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 8 SY | $48.69 | $48.69 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 72 SF | $154 | $154 |
| 519E12510 SPECIAL - PATCHING CONCRETE BRIDGE DECK - TYPE B | 29 SY | $793 | $793 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 102 FT | $26.21 | $26.21 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $21,000 | $25,000 |
| 619E16010 FIELD OFFICE, TYPE B | 9 MNTH | $1,700 | $3,200 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $4,000 | $16,100 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 4,951 CY | $220 | $1.09M | 21% |
| 424E14000 FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B | 448 (2584 CY | $235 | $607k | 12% |
| 442E20170 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 1,838 CY | $238 | $437k | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $425,055 | $425k | 8% |
| 251E01043 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 1,433 CY | $275 | $394k | 7% |
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 1,315 CY | $260 | $342k | 6% |
| 624E10000 MOBILIZATION | 1 LS | $263,000 | $263k | 5% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 7,118.75 FT | $22 | $157k | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.5") | 118,454 SY | $0.8 | $95k | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3.0") | 37,609 SY | $2.5 | $94k | 2% |