Nob-SR 513/SR 564-07.03/00.26
Noble County · est $1.0M
Bid dateThursday, January 11—
Noble County · est $1.0M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 56 more items below.
| Item | Quantity | R1Axis Civil Construction LLC | R2R C Construction Company And Son INC | R3Buds INC | R4Shelly & Sands INC | R5Litman Excavating INC | R6Ohio-west Virginia Excavating CO | R7Eclipse CO LLC | R8Complete General Construction Company | % of bid |
|---|---|---|---|---|---|---|---|---|---|---|
| 611E96331 14' X 8' CONDUIT, TYPE A, 706.05, AS PER PLAN | 41 FT | $2,000 | $1,850 | $3,000 | $2,150 | $1,715 | $2,113 | $2,175 | $2,300 | 13% |
| 611E94981 10' X 4' CONDUIT, TYPE A, 706.05, AS PER PLAN | 57.5 FT | $1,400 | $1,300 | $2,035 | $1,225 |
| Item | Quantity | R1Axis Civil Construction LLC | R2R C Construction Company And Son INC | R3Buds INC | R4Shelly & Sands INC | R5Litman Excavating INC | R6Ohio-west Virginia Excavating CO | R7Eclipse CO LLC | R8Complete General Construction Company |
|---|---|---|---|---|---|---|---|---|---|
| 202E35100 PIPE REMOVED, 24" AND UNDER | 48 FT | $45.00 | $50.00 | $55.00 | $15.00 | $30.84 | $40.00 | $19.00 | $75.00 |
| 202E38000 GUARDRAIL REMOVED | 179 FT | $6.00 | $5.00 | $3.00 | $4.00 | $8.27 | $20.00 |
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 →
| $1,574 |
| $1,860 |
| $1,505 |
| $1,400 |
| 12% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 138 CY | $410 | $475 | $450 | $525 | $660 | $339 | $563 | $563 | 9% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 117 CY | $385 | $395 | $385 | $475 | $730 | $270 | $418 | $418 | 7% |
| 203E10000 EXCAVATION | 1,715 CY | $23.00 | $25.00 | $28.00 | $32.00 | $29.55 | $42.00 | $28.00 | $20.00 | 6% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 25 CY | $1,350 | $750 | $1,480 | $1,700 | $997 | $1,138 | $2,236 | $2,500 | 5% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 59 CY | $550 | $750 | $812 | $500 | $583 | $693 | $761 | $800 | 5% |
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 200 CY | $150 | $195 | $95.00 | $165 | $263 | $213 | $159 | $250 | 5% |
| 503E21320 UNCLASSIFIED EXCAVATION, INCLUDING ROCK | 1 LS | $25,000 | $6,500 | $12,500 | $22,000 | $11,830 | $12,500 | $20,000 | $40,000 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $25,000 | $50,000 | $15,000 | $14,000 | $10,775 | $31,000 | $20,000 | $12,000 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $25,000 | $45,000 | $35,500 | $40,000 | $20,000 | $56,000 | $47,210 | $40,000 | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE | — | $15.00 | $25.00 | $17.00 | $13.00 | $10.06 | $11.00 | $21.00 | $21.00 | 4% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 14 CY | $1,550 | $750 | $1,480 | $2,900 | $1,547 | $2,321 | $2,406 | $2,500 | 3% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 38 CY | $570 | $750 | $812 | $575 | $625 | $934 | $901 | $850 | 3% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $20,000 | $5,500 | $6,500 | $35,000 | $8,949 | $38,000 | $4,500 | $20,000 | 3% |
| 503E21320 UNCLASSIFIED EXCAVATION, INCLUDING ROCK | 1 LS | $18,500 | $6,500 | $5,000 | $19,500 | $9,616 | $10,750 | $14,202 | $20,000 | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $18,000 | $12,500 | $15,000 | $70,000 | $19,082 | $15,000 | $155,000 | $40,000 | 3% |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 153 CY | $115 | $100 | $130 | $120 | $165 | $107 | $120 | $100 | 3% |
| 606E15050 GUARDRAIL, TYPE MGS | 775 FT | $22.20 | $30.00 | $24.00 | $22.20 | $27.93 | $30.00 | $30.90 | $22.20 | 3% |
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 113 CY | $145 | $195 | $100 | $165 | $274 | $220 | $157 | $250 | 3% |
| $3.00 |
| $2.00 |
| 203E20000 EMBANKMENT | 243 CY | $23.00 | $25.00 | $35.00 | $32.00 | $36.63 | $51.00 | $31.00 | $40.00 |
| 204E10000 SUBGRADE COMPACTION | 548 SY | $3.00 | $2.00 | $5.00 | $4.00 | $5.52 | $1.00 | $1.00 | $9.00 |
| 606E17360 GUARDRAIL, TYPE MGS, LONG-SPAN | 43.75 FT | $24.00 | $30.00 | $28.00 | $24.00 | $30.19 | $35.00 | $28.65 | $24.00 |
| 606E25000 ANCHOR ASSEMBLY, TYPE A | 4 EACH | $1,180 | $1,400 | $1,600 | $1,180 | $1,484 | $2,000 | $1,580 | $1,180 |
| 606E26500 ANCHOR ASSEMBLY, TYPE T | 3 EACH | $975 | $1,400 | $1,000 | $975 | $1,226 | $1,300 | $1,100 | $975 |
| 623E40500 REFERENCE MONUMENT, TYPE A | 10 EACH | $750 | $750 | $800 | $1,000 | $618 | $815 | $732 | $1,500 |
| 623E40520 RIGHT-OF-WAY MONUMENT, TYPE B | 5 EACH | $350 | $750 | $850 | $350 | $904 | $225 | $679 | $1,000 |
| 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | 2 EACH | $500 | $250 | $200 | $220 | $277 | $230 | $262 | $220 |
| 659E10000 SEEDING AND MULCHING | 3,430 SY | $1.10 | $5.00 | $1.78 | $1.10 | $2.52 | $1.50 | $1.10 | $1.10 |
| 659E20000 COMMERCIAL FERTILIZER | 0.32 TON | $1,400 | $1,800 | $800 | $1,400 | $1,006 | $1,700 | $1,400 | $1,400 |
| 659E31000 LIME | 0.72 ACRE | $100 | $1,000 | $600 | $100 | $1,006 | $120 | $100 | $100 |
| 659E35000 WATER | 10 MGAL | $1.00 | $1.00 | $1.00 | $1.00 | $12.58 | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 6,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 61 FT | $40.00 | $35.00 | $25.00 | $25.00 | $35.61 | $45.00 | $19.00 | $40.00 |
| 611E06400 15" CONDUIT, TYPE D | 54 FT | $65.00 | $150 | $120 | $80.00 | $47.54 | $70.00 | $88.00 | $275 |
| 304E20000 AGGREGATE BASE | 106 CY | $145 | $125 | $115 | $150 | $132 | $169 | $106 | $125 |
| 407E20000 NON-TRACKING TACK COAT | 287 GAL | $6.00 | $10.00 | $4.00 | $3.25 | $5.03 | $8.00 | $5.00 | $5.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 19 EACH | $25.00 | $100 | $5.00 | $20.00 | $38.96 | $19.00 | $11.00 | $25.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 14 EACH | $13.00 | $20.00 | $12.00 | $13.00 | $16.35 | $15.00 | $11.00 | $13.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 4 EACH | $20.00 | $150 | $15.00 | $20.00 | $25.16 | $20.00 | $16.00 | $20.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 3 EACH | $95.00 | $295 | $75.00 | $95.00 | $120 | $20.00 | $53.00 | $95.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 4 EACH | $25.00 | $150 | $15.00 | $25.00 | $31.45 | $20.00 | $16.00 | $25.00 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 3 EACH | $175 | $295 | $200 | $175 | $220 | $250 | $53.00 | $175 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.33 MILE | $4,250 | $6,500 | $4,500 | $4,250 | $5,346 | $5,300 | $4,250 | $16,310 |
| 642E00300 CENTER LINE, TYPE 1 | 0.17 MILE | $7,650 | $9,500 | $4,500 | $7,650 | $9,623 | $9,540 | $7,650 | $21,745 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $1,650 | $2,000 | $2,200 | $2,400 | $3,145 | $2,800 | $2,500 | $1,500 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $1,200 | $10,000 | $18,000 | $23,000 | $33,335 | $2,875 | $12,400 | $12,000 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, (BIDIRECTIONAL) | 17 EACH | $25.00 | $25.00 | $12.00 | $10.00 | $45.29 | $44.00 | $38.00 | $13.67 |
| 614E13360 OBJECT MARKER, TWO WAY | 17 EACH | $30.00 | $25.00 | $18.00 | $15.00 | $47.80 | $47.00 | $40.00 | $21.71 |
| 614E22000 WORK ZONE EDGE LINE, CLASS I, 4" | 0.3 MILE | $2,950 | $12,500 | $6,000 | $2,950 | $3,711 | $11,163 | $3,103 | $18,815 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 20 FT | $14.00 | $50.00 | $20.00 | $14.00 | $17.61 | $17.00 | $15.00 | $5.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $3,500 | $10,000 | $15,000 | $6,000 | $20,339 | $9,000 | $4,000 | $15,000 |
| 615E20001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER | 90 SY | $125 | $225 | $185 | $175 | $208 | $292 | $242 | $230 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 336 FT | $22.00 | $30.00 | $25.00 | $22.00 | $50.32 | $41.00 | $63.00 | $40.00 |
| 202E11001 STRUCTURE REMOVED, AS PER PLAN | 1 LS | $12,500 | $10,000 | $14,000 | $6,500 | $10,478 | $12,000 | $9,798 | $45,000 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $11,000 | $12,500 | $8,000 | $14,000 | $22,038 | $28,235 | $15,793 | $15,000 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 5,319 LB | $2.00 | $3.00 | $1.65 | $3.00 | $4.30 | $2.76 | $5.00 | $2.75 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $2,000 | $750 | $2,800 | $725 | $1,744 | $6,600 | $3,187 | $9,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 71 SY | $48.00 | $60.00 | $25.00 | $48.00 | $30.50 | $136 | $21.00 | $48.00 |
| 512E33000 TYPE 2 WATERPROOFING | 73 SY | $26.00 | $30.00 | $21.00 | $30.00 | $59.00 | $42.00 | $27.00 | $30.00 |
| 512E33010 TYPE 3 WATERPROOFING | 85 SY | $65.00 | $40.00 | $37.00 | $45.00 | $55.42 | $74.50 | $58.00 | $45.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 25 SF | $7.00 | $25.00 | $18.00 | $15.00 | $50.47 | $2.00 | $8.00 | $15.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 15 CY | $250 | $125 | $180 | $200 | $227 | $475 | $117 | $375 |
| 202E11001 STRUCTURE REMOVED, AS PER PLAN | 1 LS | $16,000 | $10,000 | $14,000 | $13,500 | $13,821 | $24,000 | $14,000 | $60,000 |
| 202E23500 WEARING COURSE REMOVED | 46 SY | $25.00 | $30.00 | $35.00 | $9.00 | $100 | $72.00 | $21.00 | $200 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 6,740 LB | $2.00 | $3.00 | $1.65 | $3.00 | $3.31 | $1.75 | $6.00 | $2.75 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $2,000 | $750 | $2,800 | $725 | $1,896 | $3,000 | $3,171 | $9,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 88 SY | $48.00 | $60.00 | $25.00 | $48.00 | $26.03 | $53.00 | $20.00 | $48.00 |
| 512E33000 TYPE 2 WATERPROOFING | 90 SY | $29.00 | $30.00 | $22.00 | $30.00 | $54.21 | $29.00 | $26.00 | $30.00 |
| 512E33010 TYPE 3 WATERPROOFING | 77 SY | $60.00 | $40.00 | $38.00 | $48.00 | $57.69 | $74.00 | $53.00 | $48.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 53 SF | $5.00 | $25.00 | $15.00 | $15.00 | $48.38 | $2.00 | $7.00 | $15.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 25 CY | $220 | $125 | $168 | $150 | $236 | $341 | $104 | $375 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $7,500 | $25,000 | $10,000 | $6,600 | $6,290 | $12,000 | $18,000 | $13,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $12,000 | $15,000 | $12,000 | $18,000 | $6,290 | $3,700 | $15,000 | $5,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E96331 14' X 8' CONDUIT, TYPE A, 706.05, AS PER PLAN | 41 FT | $2,000 | $82k | 9% |
| 611E94981 10' X 4' CONDUIT, TYPE A, 706.05, AS PER PLAN | 57.5 FT | $1,400 | $81k | 9% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 138 CY | $410 | $57k | 7% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 117 CY | $385 | $45k | 5% |
| 203E10000 EXCAVATION | 1,715 CY | $23 | $39k | 5% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 25 CY | $1,350 | $34k | 4% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 59 CY | $550 | $32k | 4% |
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 200 CY | $150 | $30k | 3% |
| 503E21320 UNCLASSIFIED EXCAVATION, INCLUDING ROCK | 1 LS | $25,000 | $25k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $25,000 | $25k | 3% |