Per-MR 80-00.01
Perry County · est $1.1M
Bid dateThursday, February 17—
Perry County · est $1.1M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 10.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 49 more items below.
| Item | Quantity | R1Buds INC | R2Shelly & Sands INC | R3Complete General Construction Company | R4Righter Company INC | R5George J Igel & CO INC | % of bid |
|---|---|---|---|---|---|---|---|
| 515E12110 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 9 EACH | $29,500 | $30,500 | $30,700 | $40,075 | $33,000 | 33% |
| 511E31611 CLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN | 135 CY | $810 | $850 | $500 | $950 | $640 | 14% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 190 CY | $500 | $510 | $550 | $350 | $540 | 12% |
| 517E75120 |
| Item | Quantity | R1Buds INC | R2Shelly & Sands INC | R3Complete General Construction Company | R4Righter Company INC | R5George J Igel & CO INC |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $3,000 | $2,800 | $12,000 | $4,000 | $5,000 |
| 202E23500 WEARING COURSE REMOVED | 232 SY | $19.00 | $9.00 | $25.00 | $25.00 | $10.00 |
| 202E38000 GUARDRAIL REMOVED | 403 FT | $2.00 | $3.00 | $2.00 | $3.00 | $3.00 |
| 203E10000 EXCAVATION | 128 CY | $18.00 |
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 →
| 264 FT |
| $200 |
| $275 |
| $265 |
| $200 |
| $315 |
| 7% |
| 526E15000 REINFORCED CONCRETE APPROACH SLABS (T=13") | 164 SY | $300 | $275 | $280 | $200 | $300 | 6% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 25,194 LB | $1.28 | $1.51 | $1.43 | $1.50 | $1.45 | 4% |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 810 FT | $33.00 | $31.00 | $37.50 | $40.00 | $36.00 | 3% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $25,000 | $65,000 | $72,000 | $50,000 | $87,700 | 3% |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $24,000 | $12,000 | $15,000 | $20,000 | $10,000 | 3% |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 31 CF | $480 | $455 | $455 | $400 | $460 | 2% |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 145 CY | $88.00 | $120 | $90.00 | $100 | $62.00 | 2% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 45 CY | $266 | $266 | $266 | $266 | $266 | 2% |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 523 SY | $22.00 | $22.00 | $22.00 | $22.00 | $22.00 | 1% |
| 526E90010 TYPE A INSTALLATION | 40 FT | $270 | $185 | $275 | $250 | $250 | 1% |
| 304E20000 AGGREGATE BASE | 108 CY | $95.00 | $80.00 | $75.00 | $85.00 | $75.00 | 1% |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,450 | $2,450 | $2,785 | $2,800 | $2,800 | 1% |
| 422E11100 AGGREGATE, SINGLE CHIP SEAL, TYPE B | 102 SY | $94.00 | $94.00 | $94.00 | $94.00 | $94.00 | 1% |
| 202E23000 PAVEMENT REMOVED | 479 SY | $20.00 | $10.00 | $20.00 | $10.00 | $17.00 | 1% |
| 516E43100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY ( | 36 EACH | $220 | $135 | $184 | $200 | $190 | 1% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 105 CY | $66.00 | $80.00 | $150 | $100 | $110 | 1% |
| $24.00 |
| $30.00 |
| $25.00 |
| $21.00 |
| 203E20000 EMBANKMENT | 280 CY | $21.00 | $15.00 | $20.00 | $25.00 | $15.00 |
| 204E10000 SUBGRADE COMPACTION | 613 SY | $3.00 | $2.50 | $5.00 | $2.00 | $4.00 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 150 FT | $24.00 | $24.00 | $25.20 | $42.00 | $42.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 2 EACH | $2,700 | $2,700 | $2,950 | $3,250 | $3,250 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,250 | $1,250 | $1,420 | $2,150 | $2,150 |
| 608E10000 4" CONCRETE WALK | 108 SF | $15.00 | $38.00 | $65.00 | $15.00 | $16.00 |
| 601E20010 CRUSHED AGGREGATE SLOPE PROTECTION | 2 CY | $80.00 | $190 | $250 | $200 | $150 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 18 SY | $95.00 | $75.00 | $125 | $75.00 | $55.00 |
| 659E00300 TOPSOIL | 167 CY | $20.00 | $32.00 | $20.00 | $25.00 | $16.00 |
| 659E10000 SEEDING AND MULCHING | 460 SY | $2.45 | $5.00 | $5.30 | $5.00 | $7.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 75 SY | $0.01 | $1.00 | $5.30 | $1.00 | $0.68 |
| 659E15000 INTER-SEEDING | 75 SY | $0.01 | $0.01 | $5.30 | $0.01 | $0.68 |
| 659E20000 COMMERCIAL FERTILIZER | 0.21 TON | $600 | $1,000 | $800 | $1,000 | $697 |
| 659E31000 LIME | 0.31 ACRE | $300 | $200 | $80.00 | $200 | $147 |
| 659E35000 WATER | 1 MGAL | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 50 FT | $18.00 | $17.00 | $20.00 | $20.00 | $37.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE , T=1.25" | 90 SY | $21.00 | $9.00 | $21.00 | $21.00 | $21.00 |
| 407E10000 TACK COAT | 58 GAL | $4.00 | $4.00 | $4.00 | $4.00 | $4.00 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 14 CY | $470 | $470 | $470 | $470 | $470 |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (16 CY | $417 | $417 | $417 | $417 | $417 |
| 609E26000 CURB, TYPE 6 | 16 FT | $65.00 | $130 | $150 | $75.00 | $44.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, BI-DIRECTIONAL | 6 EACH | $10.00 | $10.00 | $8.00 | $14.00 | $14.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 8 EACH | $10.00 | $10.00 | $9.25 | $14.00 | $14.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 48 FT | $15.00 | $15.00 | $15.00 | $15.00 | $15.00 |
| 630E80100 SIGN, FLAT SHEET | 12 SF | $25.00 | $25.00 | $20.00 | $51.00 | $51.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 4 EACH | $12.00 | $20.00 | $10.00 | $60.00 | $60.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 4 EACH | $12.00 | $20.00 | $15.00 | $40.00 | $40.00 |
| 642E00100 EDGE LINE, 4", TYPE 1 | 0.12 MILE | $7,000 | $6,610 | $10,403 | $6,610 | $6,610 |
| 642E00300 CENTER LINE, TYPE 1 | 0.06 MILE | $7,000 | $13,250 | $20,807 | $13,250 | $13,250 |
| 614E12420 DETOUR SIGNING | 1 LS | $4,000 | $3,200 | $3,200 | $3,200 | $10,000 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $200 | $190 | $200 | $470 | $260 |
| 616E10000 WATER | 3 MGAL | $1.00 | $30.00 | $80.00 | $1.00 | $35.00 |
| 617E10100 COMPACTED AGGREGATE, TYPE A | 10 CY | $73.00 | $125 | $95.00 | $75.00 | $55.00 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $5,000 | $16,000 | $40,000 | $40,000 | $45,500 |
| 507E00150 STEEL PILES HP10X42, DRIVEN | 720 FT | $3.25 | $21.00 | $25.00 | $10.00 | $15.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 31 SF | $15.00 | $10.00 | $20.00 | $5.00 | $7.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 74 FT | $29.00 | $30.00 | $45.00 | $45.00 | $45.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 130 FT | $10.00 | $5.00 | $15.00 | $10.00 | $12.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 24 FT | $22.00 | $12.00 | $15.00 | $20.00 | $25.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $6,000 | $5,500 | $10,000 | $14,500 | $6,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $4,500 | $3,300 | $3,500 | $3,200 | $2,500 |
| 619E16010 FIELD OFFICE, TYPE B | 4 MNTH | $200 | $3,600 | $1,500 | $1,400 | $2,100 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $3,500 | $14,000 | $3,000 | $11,350 | $7,200 |
| 624E10000 MOBILIZATION | 1 LS | $6,000 | $40,000 | $40,000 | $20,000 | $40,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 515E12110 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 9 EACH | $29,500 | $266k | 30% |
| 511E31611 CLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN | 135 CY | $810 | $109k | 12% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 190 CY | $500 | $95k | 11% |
| 517E75120 RAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAI | 264 FT | $200 | $53k | 6% |
| 526E15000 REINFORCED CONCRETE APPROACH SLABS (T=13") | 164 SY | $300 | $49k | 5% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 25,194 LB | $1.28 | $32k | 4% |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 810 FT | $33 | $27k | 3% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $25,000 | $25k | 3% |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $24,000 | $24k | 3% |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 31 CF | $480 | $15k | 2% |