Asd-US 42-03.78
Ashland County · est $4.4M
Bid dateThursday, May 9—
Ashland County · est $4.4M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 116 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 | 6,021 CY | $195 | $200 | 32% |
| 442E10081 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 4,898 CY | $175 | $200 | 24% |
| 251E01030 PARTIAL DEPTH PAVEMENT REPAIR (442) (LONGITUDINAL) | 1,447 CY | $220 | $220 | 9% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $287,019 | $303,380 | 8% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $100,000 | 5% |
| 251E01030 PARTIAL DEPTH PAVEMENT REPAIR (442) (TRANSVERSE) | 365 CY | $400 | $450 | 4% |
| 442E10001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 440 CY | $295 | $260 | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3.00") | 117,127 SY | $0.95 | $1.75 | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.50") | 37,337 SY | $1.50 | $1.45 | 2% |
| 407E20000 NON-TRACKING TACK COAT (0.09 GAL/SY) | 17,817 GAL | $2.75 | $3.15 | 1% |
| 253E02000 PAVEMENT REPAIR (FULL DEPTH FLEXIBLE) (LONGITUDINA | 144 CY | $290 | $350 | 1% |
| 608E52000 CURB RAMP | 2,339 SF | $15.51 | $17.00 | 1% |
| 203E20001 EMBANKMENT, AS PER PLAN (GUARDRAIL) | 553 CY | $64.00 | $64.00 | 1% |
| 606E26100 ANCHOR ASSEMBLY, TYPE E | 13 EACH | $2,680 | $2,680 | 1% |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 300 HOUR | $105 | $90.00 | 1% |
| 611E99661 MANHOLE RECONSTRUCTED TO GRADE, AS PER PLAN | 3 EACH | $9,900 | $2,200 | 1% |
| 408E10001 PRIME COAT, AS PER PLAN | 5,680 GAL | $4.75 | $4.00 | 1% |
| 608E10000 4" CONCRETE WALK | 3,366 SF | $7.65 | $17.00 | 1% |
| 617E10100 COMPACTED AGGREGATE | 832 CY | $30.00 | $45.00 | 1% |
| 442E22001 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 127 CY | $195 | $200 | 1% |
| Item | Quantity | R1Kokosing Construction Company INC | R2Shelly & Sands INC |
|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 5 SY | $97.20 | $40.00 |
| 202E30000 WALK REMOVED | 6,257 SF | $2.00 | $4.00 |
| 202E32000 CURB REMOVED | 317 FT | $9.00 | $12.00 |
| 202E32500 CURB AND GUTTER REMOVED | 260 FT | $10.00 | $13.50 |
| 202E38000 GUARDRAIL REMOVED | 787.5 FT | $2.00 | $2.00 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 1 EACH | $325 | $325 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E |
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 EACH |
| $225 |
| $225 |
| 202E42050 ANCHOR ASSEMBLY REMOVED, TYPE B | 19 EACH | $145 | $145 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 4 EACH | $85.00 | $85.00 |
| 203E10001 EXCAVATION, AS PER PLAN (CURB RAMPS) | 14 CY | $53.57 | $35.00 |
| 203E20001 EMBANKMENT, AS PER PLAN (CURB RAMPS) | 25 CY | $44.00 | $60.00 |
| 203E20001 EMBANKMENT, AS PER PLAN (PULL-OFF) | 97 CY | $65.00 | $68.00 |
| 209E15001 RESHAPING UNDER GUARDRAIL, AS PER PLAN | 18.5 STA | $74.00 | $74.00 |
| 209E60500 LINEAR GRADING | 1.52 MILE | $6,000 | $1,800 |
| 209E72051 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 10.46 MILE | $1,300 | $1,800 |
| 209E80000 GRADING MAILBOX APPROACHES | 26 EACH | $30.00 | $100 |
| 606E13000 GUARDRAIL, TYPE 5 | 87.5 FT | $20.40 | $20.40 |
| 606E15050 GUARDRAIL, TYPE MGS | 562.5 FT | $21.20 | $21.20 |
| 606E16500 GUARDRAIL REBUILT, TYPE 5 | 37.5 FT | $14.00 | $14.00 |
| 606E17000 RAISING TYPE 5 GUARDRAIL | 1,775 FT | $5.20 | $5.20 |
| 606E17700 REPLACE EXISTING GUARDRAIL BLOCKOUT | 3 EACH | $35.00 | $35.00 |
| 606E27850 ANCHOR ASSEMBLY REBUILT, TYPE E | 2 EACH | $1,220 | $1,220 |
| 606E27860 ANCHOR ASSEMBLY REBUILT, MGS TYPE E, MASH 2016 | 8 EACH | $1,225 | $1,225 |
| 606E35140 BRIDGE TERMINAL ASSEMBLY, TYPE 4 | 4 EACH | $1,020 | $1,020 |
| 609E12001 COMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN | 138 FT | $27.00 | $48.00 |
| 609E26000 CURB, TYPE 6 | 254 FT | $25.00 | $37.00 |
| 609E28000 CURB, TYPE 7 | 38 FT | $25.00 | $38.00 |
| 609E28001 CURB, TYPE 7, AS PER PLAN | 50 FT | $25.00 | $45.50 |
| 832E30000 EROSION CONTROL | 600 EACH | $1.00 | $1.00 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 17 EACH | $920 | $450 |
| 611E98635 CATCH BASIN RECONSTRUCTED TO GRADE, AS PER PLAN | 4 EACH | $2,125 | $2,400 |
| 611E99150 INLET ADJUSTED TO GRADE | 1 EACH | $500 | $450 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 15 EACH | $920 | $300 |
| 611E99820 SPECIAL - MISCELLANEOUS METAL | 1,500 LB | $3.00 | $3.00 |
| 253E02000 PAVEMENT REPAIR (FULL DEPTH FLEXIBLE) (TRANSVERSE) | 35 CY | $600 | $450 |
| 254E01600 PATCHING PLANED SURFACE | 721 SY | $2.00 | $3.00 |
| 407E20000 NON-TRACKING TACK COAT (0.06 GAL/SY) | 7,044 GAL | $2.75 | $3.15 |
| 452E12010 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 20 SY | $101 | $136 |
| 253E01000 PAVEMENT REPAIR | 4 SY | $550 | $500 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 20 EACH | $570 | $250 |
| 621E00100 RPM | 508 EACH | $36.00 | $36.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 508 EACH | $5.00 | $4.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, 1 WAY | 28 EACH | $13.00 | $13.00 |
| 630E79500 SIGN SUPPORT ASSEMBLY, POLE MOUNTED | 2 EACH | $465 | $465 |
| 630E80100 SIGN, FLAT SHEET | 2 SF | $75.00 | $75.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 2 EACH | $110 | $110 |
| 630E87500 REMOVAL OF POLE MOUNTED SIGN AND DISPOSAL | 2 EACH | $45.00 | $45.00 |
| 630E87520 REMOVAL OF POLE MOUNTED SIGN AND REERECTION | 8 EACH | $295 | $295 |
| 642E30000 REMOVAL OF PAVEMENT MARKING (CROSSWALK LINE) | 433 FT | $6.50 | $6.50 |
| AA2 644E00104 EDGE LINE, 6" (ALTERNATE 2) | 1.02 MILE | $3,985 | $3,985 |
| AA2 644E00300 CENTER LINE (ALTERNATE 2) | 0.51 MILE | $5,500 | $5,500 |
| AA2 644E00404 CHANNELIZING LINE, 12" (ALTERNATE 2) | 506 FT | $2.25 | $2.25 |
| AA2 644E00500 STOP LINE (ALTERNATE 2) | 65 FT | $6.00 | $6.00 |
| AA2 644E00700 TRANSVERSE/DIAGONAL LINE (YELLOW) (ALTERNATE 2) | 503 FT | $6.00 | $6.00 |
| AA2 644E01300 LANE ARROW (ALTERNATE 2) | 6 EACH | $125 | $125 |
| AB2 644E00104 EDGE LINE, 6" (WHITE) (ALTERNATE 2) | 5.3 MILE | $3,600 | $3,600 |
| AB2 644E00300 CENTER LINE (ALTERNATE 2) | 2.65 MILE | $4,975 | $4,975 |
| AB2 644E00500 STOP LINE (ALTERNATE 2) | 201 FT | $6.00 | $6.00 |
| AB2 644E00700 TRANSVERSE/DIAGONAL LINE (YELLOW) (ALTERNATE 2) | 81 FT | $6.00 | $6.00 |
| AB2 644E01300 LANE ARROW (ALTERNATE 2) | 14 EACH | $125 | $125 |
| AC2 644E00104 EDGE LINE, 6" (WHITE) (ALTERNATE 2) | 5 MILE | $3,600 | $3,600 |
| AC2 644E00300 CENTER LINE (ALTERNATE 2) | 3.52 MILE | $4,975 | $4,975 |
| AC2 644E00404 CHANNELIZING LINE, 12" (ALTERNATE 2) | 770 FT | $2.25 | $2.25 |
| AC2 644E00500 STOP LINE (ALTERNATE 2) | 209 FT | $6.00 | $6.00 |
| AC2 644E00621 CROSSWALK LINE, 12", AS PER PLAN (ALTERNATE 2) | 1,432 FT | $3.50 | $3.50 |
| AC2 644E00700 TRANSVERSE/DIAGONAL LINE (YELLOW) (ALTERNATE 2) | 703 FT | $6.00 | $6.00 |
| AC2 644E00720 CHEVRON MARKING (ALTERNATE 2) | 38 FT | $6.00 | $6.00 |
| AC2 644E01300 LANE ARROW (ALTERNATE 2) | 19 EACH | $125 | $125 |
| AC2 644E01350 LANE REDUCTION ARROW (ALTERNATE 2) | 3 EACH | $225 | $225 |
| AD2 644E00104 EDGE LINE, 6" (WHITE) (ALTERNATE 2) | 0.94 MILE | $3,600 | $3,600 |
| AD2 644E00300 CENTER LINE (ALTERNATE 2) | 0.47 MILE | $4,975 | $4,975 |
| AD2 644E00404 CHANNELIZING LINE, 12" (ALTERNATE 2) | 1,608 FT | $2.25 | $2.25 |
| AD2 644E00500 STOP LINE (ALTERNATE 2) | 127 FT | $6.00 | $6.00 |
| AD2 644E00620 CROSSWALK LINE, 12" (ALTERNATE 2) | 322 FT | $3.50 | $3.50 |
| AD2 644E00700 TRANSVERSE/DIAGONAL LINE (YELLOW) (ALTERNATE 2) | 172 FT | $6.00 | $6.00 |
| AD2 644E01300 LANE ARROW (ALTERNATE 2) | 9 EACH | $125 | $125 |
| AD2 644E01350 LANE REDUCTION ARROW (ALTERNATE 2) | 1 EACH | $325 | $325 |
| 625E32000 GROUND ROD | 10 EACH | $350 | $325 |
| 632E05007 VEHICULAR SIGNAL HEAD, (LED), 3-SECTION, 12" LENS, | 2 EACH | $900 | $1,550 |
| 632E20730 PEDESTRIAN SIGNAL HEAD (LED), TYPE D2, COUNTDOWN | 2 EACH | $650 | $900 |
| 632E20750 ACCESSIBLE PEDESTRIAN PUSHBUTTON | 2 EACH | $1,200 | $1,100 |
| 632E25000 COVERING OF VEHICULAR SIGNAL HEAD | 2 EACH | $150 | $70.00 |
| 632E26501 DETECTOR LOOP, AS PER PLAN | 12 EACH | $1,400 | $1,850 |
| 632E40200 SIGNAL CABLE, 2 CONDUCTOR, NO. 14 AWG | 38 FT | $1.75 | $5.00 |
| 632E40500 SIGNAL CABLE, 5 CONDUCTOR, NO. 14 AWG | 288 FT | $1.95 | $7.00 |
| 632E64021 PEDESTAL FOUNDATION, AS PER PLAN | 10 EACH | $1,100 | $2,030 |
| 632E89900 PEDESTAL, 8', TRANSFORMER BASE | 6 EACH | $950 | $900 |
| 632E90010 PEDESTAL, MISC.: REUSE OF PEDESTRIAN PEDESTAL | 4 EACH | $300 | $350 |
| 632E90020 REMOVAL OF MISCELLANEOUS TRAFFIC SIGNAL ITEM (PEDE | 5 EACH | $600 | $350 |
| 632E90020 REMOVAL OF MISCELLANEOUS TRAFFIC SIGNAL ITEM (PEDE | 1 EACH | $200 | $160 |
| 632E90020 REMOVAL OF MISCELLANEOUS TRAFFIC SIGNAL ITEM (PEDE | 2 EACH | $200 | $135 |
| 632E90203 REUSE OF PEDESTRIAN SIGNAL HEAD, AS PER PLAN | 8 EACH | $300 | $500 |
| 632E90211 REUSE OF PEDESTRIAN PUSHBUTTON, AS PER PLAN | 8 EACH | $150 | $200 |
| 809E69123 ATC CONTROLLER, AS PER PLAN (PROGRAM ONLY) | 1 EACH | $2,800 | $724 |
| 614E12460 WORK ZONE MARKING SIGN | 36 EACH | $65.00 | $65.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 40 CY | $125 | $280 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 12.76 MILE | $1,200 | $1,200 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 7.15 MILE | $1,000 | $1,000 |
| 614E23210 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 642 PAI | 5,768 FT | $0.65 | $0.65 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 2,884 FT | $0.50 | $0.50 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 1,192 FT | $2.00 | $3.50 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 602 FT | $1.50 | $3.00 |
| 614E30200 WORK ZONE ARROW, CLASS I, 642 PAINT | 96 EACH | $25.00 | $45.00 |
| 614E30650 WORK ZONE ARROW, CLASS III, 642 PAINT | 48 EACH | $20.00 | $40.00 |
| 202E98200 REMOVAL MISC.: JOINT SEAL | 110.5 FT | $3.73 | $3.73 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 74 SY | $68.41 | $68.41 |
| 516E31000 JOINT SEALER | 110.5 FT | $28.20 | $28.20 |
| 621E54001 RAISED PAVEMENT MARKER REMOVED, AS PER PLAN | 5 EACH | $81.18 | $81.18 |
| 517E76300 RAILING, MISC.: DEEP BEAM RAILING PANEL REPLACEMEN | 175 FT | $12.00 | $12.00 |
| 202E98200 REMOVAL MISC.: JOINT SEAL | 89 FT | $8.89 | $8.89 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 102 SY | $36.49 | $36.49 |
| 516E31000 JOINT SEALER | 89 FT | $28.31 | $28.31 |
| 519E12510 SPECIAL - PATCHING CONCRETE BRIDGE DECKS, TYPE B | 4 SY | $1,673 | $1,673 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $20,000 | $20,000 |
| 619E16020 FIELD OFFICE, TYPE C | 5 MNTH | $2,300 | $5,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $2,000 | $10,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 6,021 CY | $195 | $1.17M | 28% |
| 442E10081 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 4,898 CY | $175 | $857k | 21% |
| 251E01030 PARTIAL DEPTH PAVEMENT REPAIR (442) (LONGITUDINAL) | 1,447 CY | $220 | $318k | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $287,019 | $287k | 7% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $200k | 5% |
| 251E01030 PARTIAL DEPTH PAVEMENT REPAIR (442) (TRANSVERSE) | 365 CY | $400 | $146k | 4% |
| 442E10001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 440 CY | $295 | $130k | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3.00") | 117,127 SY | $0.95 | $111k | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.50") | 37,337 SY | $1.5 | $56k | 1% |
| 407E20000 NON-TRACKING TACK COAT (0.09 GAL/SY) | 17,817 GAL | $2.75 | $49k | 1% |