Pik-SR 220-05.50SR
Pike County · est $0.6M
Bid dateThursday, February 13—
Pike County · est $0.6M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 54 more items below.
| Item | Quantity | R1D G M INC | R2Axis Civil Construction LLC | R3Fillmore Construction | R4Double Z Construction Company | R5Sunesis Construction CO | R6Alan Stone CO INC | % of bid |
|---|---|---|---|---|---|---|---|---|
| 611E96489 20' X 5' CONDUIT, TYPE A, 706.05, AS PER PLAN | 52 FT | $2,800 | $3,020 | $4,000 | $2,450 | $2,605 | $2,300 | 31% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $70,000 | $110,000 | $58,000 | $83,000 | $231,175 | $226,000 | 15% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 57 CY | $625 | $825 | $800 | $775 |
| Item | Quantity | R1D G M INC | R2Axis Civil Construction LLC | R3Fillmore Construction | R4Double Z Construction Company | R5Sunesis Construction CO | R6Alan Stone CO INC |
|---|---|---|---|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 139 SY | $6.00 | $12.00 | $20.00 | $25.00 | $22.00 | $70.00 |
| 202E38000 GUARDRAIL REMOVED | 262.5 FT | $1.00 | $5.00 | $3.50 | $6.00 | $4.00 | $4.00 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 4 EACH | $250 | $300 | $250 | $250 | $928 | $240 |
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 →
| $557 |
| $1,100 |
| 8% |
| 202E11200 PORTIONS OF STRUCTURE REMOVED | 1 LS | $29,500 | $8,000 | $25,000 | $35,000 | $14,875 | $16,000 | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $28,500 | $25,000 | $25,000 | $35,000 | $18,537 | $31,000 | 6% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 19 CY | $1,200 | — | — | $1,800 | $2,028 | $2,000 | 5% |
| 253E02000 PAVEMENT REPAIR | 50 CY | $355 | $350 | $300 | $545 | $455 | $200 | 4% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $14,000 | $6,000 | $3,500 | $18,000 | $3,500 | $3,200 | 3% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 50 CY | $260 | $300 | $400 | $360 | $79.20 | $350 | 3% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $13,000 | $25,000 | $10,000 | $34,000 | $19,855 | $8,000 | 3% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 6,957 LB | $1.75 | — | — | $2.00 | $2.80 | $2.50 | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 22 CY | $495 | $350 | $300 | $475 | $475 | $690 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $10,000 | $4,500 | $5,000 | $5,000 | $5,195 | $5,200 | 2% |
| 203E10000 EXCAVATION | 415 CY | $22.50 | $30.00 | $30.00 | $50.00 | $55.90 | $60.00 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 200 FT | $45.00 | $35.00 | $35.00 | $35.00 | $42.56 | $40.00 | 2% |
| 624E10000 MOBILIZATION | 1 LS | $7,000 | $20,000 | $25,000 | $20,000 | $63,525 | $66,000 | 1% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, (MASH 2016) | 3 EACH | $2,300 | $2,500 | $2,500 | $2,500 | $2,240 | $2,900 | 1% |
| 614E12420 DETOUR SIGNING | 1 LS | $6,700 | $10,000 | $6,500 | $11,500 | $8,153 | $7,600 | 1% |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 50 CY | $125 | $300 | $300 | $180 | $360 | $250 | 1% |
| 601E32110 ROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FIL | 51 CY | $120 | $100 | $200 | $115 | $169 | $150 | 1% |
| 203E20000 EMBANKMENT | 52 CY | $35.00 | $30.00 | $100 | $20.00 | $90.40 | $50.00 |
| 204E10000 SUBGRADE COMPACTION | 312 SY | $10.00 | $3.00 | $10.00 | $9.00 | $6.75 | $8.50 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 3 EACH | $1,100 | $1,250 | $1,250 | $1,250 | $990 | $1,500 |
| 623E38500 MONUMENT ASSEMBLY, TYPE C | 4 EACH | $1,000 | $2,295 | $1,000 | $1,600 | $1,462 | $1,600 |
| 659E10000 SEEDING AND MULCHING | 1,342 SY | $2.75 | $2.50 | $1.75 | $6.00 | $3.87 | $3.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 67 SY | $0.05 | $2.50 | $2.00 | $2.50 | $2.35 | $3.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.18 TON | $1,500 | $1,250 | $1,400 | $1,250 | $1,645 | $650 |
| 659E31000 LIME | 0.28 ACRE | $300 | $150 | $450 | $150 | $529 | $930 |
| 659E35000 WATER | 7.2 MGAL | $1.00 | $1.00 | $100 | $1.00 | $1.00 | $120 |
| 832E30000 EROSION CONTROL | 2,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 36 FT | $15.00 | $4.00 | $20.00 | $7.00 | $12.50 | $70.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, (1.25") | 40 SY | $42.00 | $55.00 | $50.00 | $155 | $155 | $190 |
| 304E20000 AGGREGATE BASE | 46 CY | $120 | $150 | $100 | $115 | $78.85 | $90.00 |
| 407E10000 TACK COAT | 36 GAL | $2.50 | $5.00 | $10.00 | $2.50 | $2.50 | $50.00 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 9 CY | $150 | $170 | $200 | $150 | $123 | $110 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 8 CY | $520 | $550 | $500 | $495 | $495 | $840 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 27.5 FT | $15.00 | $25.00 | $15.00 | $15.00 | $25.00 | $15.00 |
| 630E08600 SIGN POST REFLECTOR | 1 EACH | $40.00 | $95.00 | $50.00 | $50.00 | $95.00 | $60.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 3 EACH | $60.00 | $85.00 | $100 | $100 | $85.00 | $120 |
| 642E00300 CENTER LINE, TYPE 1 | 0.12 MILE | $9,500 | $25,535 | $8,550 | $25,535 | $12,800 | $10,000 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 14 CY | $375 | $300 | $300 | $475 | $475 | $300 |
| 407E10000 TACK COAT | 50 GAL | $2.50 | $5.00 | $10.00 | $2.50 | $2.50 | $4.50 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 50 CY | $40.00 | $85.00 | $200 | $85.00 | $124 | $160 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 8 HOUR | $60.00 | $75.00 | $100 | $65.00 | $85.00 | $100 |
| 614E11630 INCREASED BARRIER DELINEATION | 240 FT | $2.50 | $2.40 | $2.30 | $4.69 | $2.91 | $2.50 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,200 | $2,000 | $2,400 | $2,400 | $2,351 | $2,800 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, (BIDIRECTIONAL) | 5 EACH | $55.00 | $12.00 | $55.00 | $27.11 | $12.68 | $65.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 5 EACH | $60.00 | $18.00 | $60.00 | $19.36 | $20.12 | $70.00 |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.18 MILE | $1,500 | $35,577 | $14,500 | $33,702 | $20,456 | $13,294 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.08 MILE | $12,500 | $30,305 | $12,050 | $28,195 | $16,057 | $14,000 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 22 FT | $15.00 | $43.00 | $14.00 | $43.00 | $10.11 | $15.00 |
| 616E10000 WATER | 1 MGAL | $1.00 | $1.00 | $100 | $50.00 | $12.83 | $1.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 240 FT | $25.00 | $25.00 | $30.00 | $50.00 | $67.14 | $35.00 |
| 202E23500 WEARING COURSE REMOVED | 47 SY | $12.00 | $22.00 | $20.00 | $15.00 | $16.09 | $15.00 |
| 202E38500 BRIDGE RAILING REMOVED | 50 FT | $10.00 | $15.00 | $10.00 | $10.00 | $8.38 | $15.00 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 2 CY | $1,500 | $1,200 | $1,200 | $2,000 | $2,083 | $2,300 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 60 SY | $40.00 | $43.00 | $30.00 | $75.00 | $60.00 | $50.00 |
| 512E33000 TYPE 2 WATERPROOFING | 88 SY | $22.00 | $20.00 | $35.00 | $30.00 | $26.50 | $35.00 |
| 512E33010 TYPE 3 WATERPROOFING | 139 SY | $35.00 | $40.00 | $80.00 | $45.00 | $40.00 | $55.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 32 SF | $12.00 | — | — | $15.00 | $4.32 | $2.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 25 CY | $100 | — | — | $135 | $157 | $140 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 5,199 LB | — | $2.85 | $3.00 | — | — | — |
| 851E10000 PRECAST GRAVITY AND SEMIGRAVITY RETAINING WALL | 514 SF | — | $75.00 | $100 | — | — | — |
| 851E11000 NATURAL SOIL | 13 CY | — | $45.00 | $100 | — | — | — |
| 851E14000 ON-SITE ASSISTANCE | 2 DAY | — | $500 | $1,000 | — | — | — |
| 851E15000 WALL DRAINAGE SYSTEM | 1 LS | — | $4,500 | $1,500 | — | — | — |
| 851E15500 PGSRW INSPECTION AND COMPACTION TESTING | 1 LS | — | $4,000 | $5,000 | — | — | — |
| 619E16000 FIELD OFFICE, TYPE A | 2 MNTH | $750 | $2,200 | $1,000 | $1,200 | $1,660 | $800 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $4,000 | $4,500 | $3,500 | $8,000 | $7,200 | $10,000 |
| 623E50000 PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND R | 1 LS | $1,000 | $750 | $3,500 | $1,000 | $1,500 | $1,700 |
| 623E51000 POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND | 1 LS | $1,000 | $750 | $3,500 | $1,000 | $1,500 | $1,700 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E96489 20' X 5' CONDUIT, TYPE A, 706.05, AS PER PLAN | 52 FT | $2,800 | $146k | 26% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $70,000 | $70k | 13% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 57 CY | $625 | $36k | 6% |
| 202E11200 PORTIONS OF STRUCTURE REMOVED | 1 LS | $29,500 | $30k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $28,500 | $29k | 5% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 19 CY | $1,200 | $23k | 4% |
| 253E02000 PAVEMENT REPAIR | 50 CY | $355 | $18k | 3% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $14,000 | $14k | 3% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 50 CY | $260 | $13k | 2% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $13,000 | $13k | 2% |