Car-SR 171-01.92, Car-SR 542-09.29
Carroll County · est $0.4M
Bid dateThursday, February 1—
Carroll County · est $0.4M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 38 more items below.
| Item | Quantity | R1Bog Construction INC | R2R C Construction Company And Son INC | R3Eclipse CO LLC | R4Alan Stone CO INC | R5Buds INC | % of bid |
|---|---|---|---|---|---|---|---|
| 611E22200 54" CONDUIT, TYPE A, 706.02 OR 60" CONDUIT, TYPE A | 88 FT | $350 | $275 | $289 | $550 | $840 | 12% |
| 611E94801 8' X 4' CONDUIT, TYPE A, 706.05, AS PER PLAN DESIG | 50 FT | $550 | $650 | $806 | $530 | $1,225 | 11% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 61 CY | $380 | $295 | $346 | $300 | $300 | 9% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $20,000 | $10,000 | $5,383 | $5,336 | $18,000 | 8% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 21 CY | $750 | $550 | $506 | $800 | $605 | 6% |
| 304E20000 AGGREGATE BASE | 149 CY |
| Item | Quantity | R1Bog Construction INC | R2R C Construction Company And Son INC | R3Eclipse CO LLC | R4Alan Stone CO INC | R5Buds INC |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,500 | $5,500 | $26,000 | $10,000 | $7,500 |
| 202E38000 GUARDRAIL REMOVED | 350 FT | $3.00 | $3.00 | $2.00 | $3.00 | $3.00 |
| 203E10000 EXCAVATION | 177 CY | $25.00 | $20.00 | $19.00 | $26.00 | $24.00 |
| 204E10000 SUBGRADE COMPACTION | 397 SY | $5.00 | $2.00 |
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 →
| $90.00 |
| $75.00 |
| $69.00 |
| $85.00 |
| $125 |
| 5% |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 121 CY | $110 | $75.00 | $199 | $160 | $100 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $12,000 | $15,000 | $27,507 | $65,000 | $32,100 | 5% |
| 646E10010 EDGE LINE, 6" | 0.19 MILE | $60,000 | $60,000 | $58,772 | $58,672 | $45,955 | 4% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 83 CY | $130 | $120 | $142 | $123 | $112 | 4% |
| 614E12420 DETOUR SIGNING | 1 LS | $9,500 | $25,000 | $22,500 | $8,397 | $8,500 | 4% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (17 CY | $530 | $450 | $427 | $500 | $500 | 4% |
| 202E23010 PAVEMENT REMOVED, ASPHALT | 354 SY | $25.00 | $20.00 | $13.00 | $12.00 | $27.00 | 3% |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 13 CY | $630 | $450 | $560 | $675 | $655 | 3% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 6 CY | $1,350 | $550 | $2,177 | $2,438 | $1,800 | 3% |
| 202E35200 PIPE REMOVED, OVER 24" | 174 FT | $40.00 | $50.00 | $22.50 | $31.00 | $94.00 | 3% |
| 203E20000 EMBANKMENT | 330 CY | $20.00 | $20.00 | $15.50 | $55.00 | $28.00 | 3% |
| 606E15050 GUARDRAIL, TYPE MGS | 362.5 FT | $18.00 | $18.00 | $17.00 | $17.00 | $16.50 | 3% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 2,572 LB | $2.50 | $2.25 | $2.00 | $3.00 | $1.65 | 3% |
| 606E15051 GUARDRAIL, TYPE MGS, AS PER PLAN | 287.5 FT | $22.00 | $25.00 | $20.50 | $21.00 | $20.50 | 2% |
| $4.00 |
| $2.50 |
| $7.00 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 137.5 FT | $21.00 | $25.00 | $19.00 | $19.00 | $17.50 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 3 EACH | $1,500 | $1,200 | $1,088 | $1,087 | $1,050 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 5 EACH | $1,000 | $750 | $726 | $725 | $850 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 31 CY | $75.00 | $75.00 | $110 | $150 | $110 |
| 659E00100 SOIL ANALYSIS TEST | 4 EACH | $50.00 | $50.00 | $158 | $53.00 | $25.00 |
| 659E00300 TOPSOIL | 230 CY | $25.00 | $20.00 | $59.50 | $28.00 | $10.00 |
| 659E10000 SEEDING AND MULCHING | 2,077 SY | $3.00 | $2.00 | $2.50 | $1.00 | $2.20 |
| 659E14000 REPAIR SEEDING AND MULCHING | 104 SY | $1.00 | $0.20 | $0.50 | $1.50 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.28 TON | $1,000 | $1,200 | $731 | $735 | $670 |
| 659E31000 LIME | 0.42 ACRE | $120 | $800 | $63.00 | $500 | $200 |
| 659E35000 WATER | 15 MGAL | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 2,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 3.6 CY | $1,200 | $1,200 | $896 | $1,681 | $1,500 |
| 605E31100 AGGREGATE DRAINS | 50 FT | $15.00 | $10.00 | $17.00 | $23.00 | $24.00 |
| 611E06400 15" CONDUIT, TYPE D | 20 FT | $60.00 | $100 | $75.00 | $61.00 | $52.00 |
| 407E10000 TACK COAT | 19 GAL | $10.00 | $10.00 | $2.50 | $2.00 | $6.50 |
| 408E10001 PRIME COAT, AS PER PLAN | 154 GAL | $25.00 | $10.00 | $9.50 | $9.00 | $25.00 |
| 621E00100 RPM | 5 EACH | $475 | $1,000 | $447 | $447 | $625 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 5 EACH | $100 | $20.00 | $10.50 | $12.00 | $25.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BI-DIRECTIONAL) | 19 EACH | $10.00 | $20.00 | $9.50 | $9.50 | $7.50 |
| 646E10200 CENTER LINE | 0.02 MILE | $57,000 | $60,000 | $59,823 | $59,721 | $47,560 |
| 616E10000 WATER | 10 MGAL | $1.00 | $1.00 | $44.50 | $21.00 | $1.00 |
| 617E10100 COMPACTED AGGREGATE | 121 CY | $35.00 | $35.00 | $105 | $83.00 | $50.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $3,500 | $10,000 | $3,680 | $15,969 | $5,000 |
| 503E21100 UNCLASSIFIED EXCAVATION (WINGWALL FOOTING) | 105 CY | $30.00 | $20.00 | $48.00 | $41.00 | $45.00 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $2,000 | $550 | $2,401 | $2,000 | $1,800 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 32 SY | $30.00 | $20.00 | $43.50 | $55.00 | $30.00 |
| 512E33000 TYPE 2 WATERPROOFING | 120 SY | $20.00 | $20.00 | $29.50 | $25.00 | $24.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 26 SF | $10.00 | $20.00 | $9.00 | $24.00 | $15.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 6 CY | $100 | $45.00 | $140 | $333 | $200 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $5,500 | $10,000 | $13,500 | $4,000 | $20,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $4,500 | $20,000 | $19,500 | $2,441 | $4,000 |
| 619E16000 FIELD OFFICE, TYPE A | 2 MNTH | $500 | $500 | $1,100 | $1,100 | $200 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $2,500 | $10,000 | $8,500 | $10,000 | $5,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E22200 54" CONDUIT, TYPE A, 706.02 OR 60" CONDUIT, TYPE A | 88 FT | $350 | $31k | 9% |
| 611E94801 8' X 4' CONDUIT, TYPE A, 706.05, AS PER PLAN DESIG | 50 FT | $550 | $28k | 8% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 61 CY | $380 | $23k | 7% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $20,000 | $20k | 6% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 21 CY | $750 | $16k | 5% |
| 304E20000 AGGREGATE BASE | 149 CY | $90 | $13k | 4% |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 121 CY | $110 | $13k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $12,000 | $12k | 4% |
| 646E10010 EDGE LINE, 6" | 0.19 MILE | $60,000 | $11k | 3% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 83 CY | $130 | $11k | 3% |