Pik-TR 655-00.24
Pike County · est $0.8M
Bid dateThursday, August 23—
Pike County · est $0.8M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 9%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 71 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Eagle Bridge CO | R3George J Igel & CO INC | R4Righter Company INC | R5Double Z Construction Company | R6Sunesis Construction CO | R7Complete General Construction Company | % of bid |
|---|---|---|---|---|---|---|---|---|---|
| 515E10031 PRESTRESSED CONCRETE NON-COMPOSITE BOX BEAM BRIDGE | 18 EACH | $8,400 | $7,500 | $8,000 | $7,800 | $8,300 | $8,774 | $9,700 | 26% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $66,000 | $70,000 | $65,000 | $94,000 | $80,000 | $88,903 | $65,000 | 11% |
| Item | Quantity | R1Shelly & Sands INC | R2Eagle Bridge CO | R3George J Igel & CO INC | R4Righter Company INC | R5Double Z Construction Company | R6Sunesis Construction CO | R7Complete General Construction Company |
|---|---|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $900 | $3,500 | $5,000 | $5,000 | $3,000 | $3,932 | $10,000 |
| 202E23010 PAVEMENT REMOVED, ASPHALT | 466 SY | $5.70 | $3.00 | $10.00 | $10.00 | $6.00 | $6.47 | $14.00 |
| 202E23011 PAVEMENT REMOVED, ASPHALT, AS PER PLAN |
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 →
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 67 CY | $800 | $650 | $650 | $600 | $700 | $673 | $900 | 9% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 284 FT | $120 | $119 | $120 | $119 | $121 | $119 | $119 | 6% |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 1,450 FT | $21.60 | $40.00 | $30.00 | $30.00 | $26.00 | $26.31 | $29.00 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $31,000 | $29,500 | $30,000 | $30,000 | $28,000 | $27,138 | $25,000 | 5% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $22,000 | $27,500 | $34,800 | $25,000 | $25,000 | $11,061 | $45,000 | 4% |
| 507E00150 STEEL PILES HP10X42, DRIVEN | 1,350 FT | $16.00 | $5.00 | $8.00 | $10.00 | $11.00 | $27.30 | $23.00 | 4% |
| 511E40510 CLASS QC1 CONCRETE, PIER ABOVE FOOTINGS | 23 CY | $935 | $650 | $750 | $600 | $750 | $642 | $900 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20,000 | $20,000 | $20,000 | $25,000 | $62,100 | $20,000 | 3% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 11,976 LB | $1.60 | $1.50 | $1.40 | $1.50 | $1.25 | $1.69 | $1.63 | 3% |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $17,000 | $17,500 | $8,000 | $10,000 | $20,000 | $16,550 | $17,500 | 3% |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 45 CY | $360 | $251 | $280 | $360 | $260 | $260 | $260 | 3% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 62 CY | $250 | $251 | $260 | $250 | $253 | $253 | $253 | 3% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $13,000 | $7,500 | $7,000 | $5,000 | $8,000 | $4,500 | $4,000 | 2% |
| 619E16000 FIELD OFFICE, TYPE A | 4 MNTH | $3,100 | $1,500 | $2,300 | $2,000 | $900 | $1,569 | $2,250 | 2% |
| 512E33010 TYPE 3 WATERPROOFING | 374 SY | $31.00 | $30.00 | $30.00 | $29.00 | $30.00 | $32.32 | $30.00 | 2% |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 36 CF | $310 | $325 | $310 | $304 | $350 | $307 | $305 | 2% |
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 40 CY | $275 | $351 | $315 | $275 | $300 | $300 | $300 | 2% |
| 203E20000 EMBANKMENT | 441 CY | $23.00 | $14.00 | $12.00 | $30.00 | $40.00 | $32.70 | $25.00 | 2% |
| 1,069 SY |
| $4.70 |
| $1.00 |
| $10.00 |
| $5.00 |
| $5.00 |
| $6.09 |
| $8.00 |
| 202E38000 GUARDRAIL REMOVED | 273 FT | $2.62 | $1.60 | $2.50 | $2.50 | $1.63 | $3.57 | $1.60 |
| 202E53100 MAILBOX REMOVED | 6 EACH | $50.00 | $40.00 | $80.00 | $50.00 | $50.00 | $44.15 | $5.00 |
| 202E75000 FENCE REMOVED | 365 FT | $2.60 | $1.00 | $2.50 | $2.50 | $1.00 | $3.18 | $2.60 |
| 202E75255 GATE REMOVED FOR REUSE, AS PER PLAN | 2 EACH | $760 | $1,000 | $750 | $750 | $200 | $604 | $1,470 |
| 202E98300 REMOVAL MISC.: CONCRETE SLAB | 16 SY | $11.00 | $30.00 | $200 | $30.00 | $40.00 | $7.91 | $25.00 |
| 203E10000 EXCAVATION | 109 CY | $16.00 | $50.00 | $14.00 | $25.00 | $30.00 | $15.13 | $25.00 |
| 204E10000 SUBGRADE COMPACTION | 630 SY | $1.80 | $2.25 | $5.00 | $2.00 | $6.00 | $4.18 | $2.50 |
| 606E15050 GUARDRAIL, TYPE MGS | 138 FT | $18.50 | $16.44 | $18.00 | $18.00 | $16.70 | $18.00 | $16.40 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 3 EACH | $1,150 | $1,148 | $1,100 | $1,100 | $1,166 | $1,100 | $1,145 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $865 | $872 | $850 | $850 | $886 | $850 | $870 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,150 | $2,055 | $2,100 | $2,100 | $2,088 | $2,100 | $2,050 |
| 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | 2 EACH | $105 | $140 | $100 | $100 | $143 | $60.16 | $140 |
| 690E50200 SPECIAL - MAILBOX SUPPORT SYSTEM, DOUBLE | 2 EACH | $160 | $215 | $150 | $150 | $219 | $79.33 | $215 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 5 CY | $83.00 | $85.00 | $65.00 | $50.00 | $100 | $75.18 | $120 |
| 659E00300 TOPSOIL | 82 CY | $16.00 | $5.00 | $20.00 | $25.00 | $38.00 | $32.03 | $25.00 |
| 659E10000 SEEDING AND MULCHING | 3,390 SY | $1.00 | $2.00 | $1.20 | $1.16 | $2.00 | $2.25 | $1.35 |
| 659E14000 REPAIR SEEDING AND MULCHING | 170 SY | $0.75 | $1.25 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.48 TON | $640 | $1,000 | $625 | $625 | $625 | $750 | $750 |
| 659E31000 LIME | 0.7 ACRE | $155 | $10.00 | $100 | $100 | $100 | $200 | $200 |
| 659E35000 WATER | 19 MGAL | $1.00 | $10.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 670E00700 DITCH EROSION PROTECTION | 222 SY | $1.85 | $4.00 | $4.78 | $5.00 | $4.78 | $1.75 | $1.75 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $1,150 | $10,000 | $1,500 | $2,000 | $1,075 | $4,121 | $16,100 |
| 832E30000 EROSION CONTROL | 9,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $5,900 | $6,000 | $8,000 | $20,000 | $17,240 | $2,700 | $2,700 |
| 605E31100 AGGREGATE DRAINS | 75 FT | $15.00 | $10.00 | $20.00 | $10.00 | $13.00 | $16.42 | $20.00 |
| 611E00900 6" CONDUIT, TYPE B | 50 FT | $11.00 | $5.00 | $12.00 | $10.00 | $8.00 | $12.35 | $16.00 |
| 611E01400 6" CONDUIT, TYPE E | 50 FT | $11.00 | $3.00 | $10.00 | $10.00 | $6.00 | $12.35 | $16.00 |
| 611E01500 6" CONDUIT, TYPE F | 50 FT | $9.00 | $3.00 | $10.00 | $10.00 | $6.00 | $12.35 | $16.00 |
| 611E06400 15" CONDUIT, TYPE D | 34 FT | $48.00 | $40.00 | $45.00 | $30.00 | $40.00 | $38.23 | $70.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 2" | 54 SY | $50.00 | $25.00 | $25.00 | $50.00 | $115 | $29.24 | $115 |
| 304E20000 AGGREGATE BASE | 125 CY | $61.00 | $75.00 | $60.00 | $60.00 | $75.00 | $61.64 | $70.00 |
| 407E10000 TACK COAT | 30 GAL | $3.00 | $3.01 | $4.00 | $3.00 | $2.00 | $2.00 | $2.00 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 23 CY | $63.00 | $80.00 | $80.00 | $75.00 | $100 | $132 | $150 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 3 CY | $300 | $251 | $280 | $300 | $260 | $260 | $260 |
| 626E00112 BARRIER REFLECTOR, TYPE 3, (BI-DIRECTIONAL) | 8 EACH | $9.00 | $6.77 | $8.50 | $8.50 | $6.88 | $50.00 | $6.75 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 57 FT | $12.50 | $15.03 | $12.00 | $12.00 | $15.28 | $10.00 | $15.00 |
| 630E08600 SIGN POST REFLECTOR | 2 EACH | $41.00 | $35.08 | $40.00 | $40.00 | $35.65 | $45.00 | $35.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 2 EACH | $16.00 | $10.03 | $15.00 | $15.00 | $10.19 | $15.00 | $10.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 4 EACH | $51.00 | $45.10 | $50.00 | $50.00 | $45.83 | $65.00 | $45.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 5 EACH | $16.00 | $10.02 | $15.00 | $15.00 | $10.18 | $20.00 | $10.00 |
| 642E00290 CENTER LINE | 0.11 MILE | $10,000 | $9,522 | $9,500 | $9,500 | $9,500 | $9,500 | $9,500 |
| 502E11100 STRUCTURE FOR MAINTAINING TRAFFIC | 1 LS | $7,200 | $18,000 | $15,000 | $10,000 | $8,000 | $21,179 | $15,000 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 16 HOUR | $72.00 | $40.00 | $73.00 | $65.00 | $60.00 | $70.00 | $65.00 |
| 614E13314 BARRIER REFLECTOR, TYPE 3, BI-DIRECTIONAL | 10 EACH | $9.00 | $6.77 | $9.00 | $50.00 | $6.88 | $50.00 | $20.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 10 EACH | $24.00 | $13.00 | $17.00 | $50.00 | $6.88 | $50.00 | $50.00 |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.06 MILE | $9,750 | $9,750 | $8,553 | $9,750 | $10,263 | $8,553 | $10,263 |
| 614E22200 WORK ZONE EDGE LINE, CLASS I, 4", 740.06, TYPE I | 0.02 MILE | $17,250 | $17,250 | $17,250 | $17,250 | $17,250 | $17,250 | $17,250 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 16 FT | $16.00 | $15.75 | $15.75 | $15.75 | $15.75 | $15.75 | $15.75 |
| 616E10000 WATER | 3.63 MGAL | $65.00 | $10.00 | $29.00 | $10.00 | $60.00 | $10.38 | $65.00 |
| 202E23500 WEARING COURSE REMOVED | 303 SY | $3.00 | $7.50 | $10.00 | $5.00 | $6.00 | $7.20 | $15.00 |
| 407E10000 TACK COAT | 38 GAL | $3.00 | $3.01 | $4.00 | $3.00 | $2.00 | $2.00 | $2.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $9,000 | $1.00 | $500 | $100 | $4,000 | $132 | $800 |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $2,200 | $9,000 | $12,000 | $15,000 | $15,000 | $2,489 | $8,200 |
| 507E93300 STEEL POINTS OR SHOES | 20 EACH | $88.00 | $105 | $105 | $100 | $95.00 | $75.99 | $103 |
| 511E31610 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 8 CY | $800 | $1,350 | $800 | $700 | $1,200 | $1,005 | $1,350 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 16 CY | $430 | $650 | $620 | $600 | $550 | $594 | $650 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 142 SY | $23.00 | $25.00 | $22.00 | $25.00 | $22.00 | $32.98 | $22.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 55 SF | $7.50 | $11.00 | $11.00 | $10.00 | $12.00 | $5.42 | $10.00 |
| 516E41100 1/8" PREFORMED BEARING PAD, (7" x 10") | 36 EACH | $13.00 | $6.50 | $13.00 | $65.00 | $30.00 | $15.21 | $45.00 |
| 516E43201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY ( | 72 EACH | $125 | $110 | $110 | $150 | $120 | $117 | $120 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 22 CY | $120 | $90.00 | $90.00 | $150 | $90.00 | $76.36 | $110 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 334 FT | $13.00 | $10.00 | $13.00 | $15.00 | $12.50 | $10.88 | $12.50 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 88 FT | $5.00 | $8.00 | $5.00 | $10.00 | $7.00 | $3.60 | $10.00 |
| 518E40011 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 60 FT | $5.00 | $12.00 | $10.00 | $15.00 | $10.00 | $14.35 | $13.00 |
| 613E41251 LOW STRENGTH MORTAR BACKFILL (TYPE 1), AS PER PLAN | 81 CY | $98.00 | $175 | $185 | $150 | $115 | $139 | $150 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 55 FT | $32.00 | $30.00 | $30.00 | $35.00 | $25.00 | $37.96 | $38.00 |
| 516E42600 ELASTOMERIC BEARING PAD, MISC.: 6" Wide x 2 1/8" T | 55 FT | $77.00 | $75.00 | $84.00 | $75.00 | $90.00 | $12.19 | $95.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $4,200 | $5,000 | $5,000 | $12,000 | $5,000 | $5,175 | $7,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 515E10031 PRESTRESSED CONCRETE NON-COMPOSITE BOX BEAM BRIDGE | 18 EACH | $8,400 | $151k | 20% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $66,000 | $66k | 9% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 67 CY | $800 | $54k | 7% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 284 FT | $120 | $34k | 5% |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 1,450 FT | $21.6 | $31k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $31,000 | $31k | 4% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $22,000 | $22k | 3% |
| 507E00150 STEEL PILES HP10X42, DRIVEN | 1,350 FT | $16 | $22k | 3% |
| 511E40510 CLASS QC1 CONCRETE, PIER ABOVE FOOTINGS | 23 CY | $935 | $22k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20k | 3% |