Jac-CR 29-08.73
Jackson County · est $0.9M
Bid dateThursday, February 13—
Jackson County · est $0.9M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 9.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 45 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2D G M INC | R3Complete General Construction Company | % of bid |
|---|---|---|---|---|---|
| 515E12091 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 7 EACH | $26,100 | $34,800 | $30,000 | 22% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 284 CY | $497 | $380 | $560 | 17% |
| 511E31610 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 62 CY | $1,200 | $1,000 | $1,050 | 9% |
| 613E41251 LOW STRENGTH MORTAR BACKFILL (TYPE 1), AS PER PLAN | 756 CY | $85.00 | $65.00 | $115 | 8% |
| 202E11002 STRUCTURE REMOVED, OVER 20 FOOT SPAN | 1 LS | $56,000 | $40,000 | $60,000 |
| Item | Quantity | R1Shelly & Sands INC | R2D G M INC | R3Complete General Construction Company |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $5,000 | $13,000 | $9,000 |
| 202E23000 PAVEMENT REMOVED | 542 SY | $7.00 | $4.00 | $16.00 |
| 202E38000 GUARDRAIL REMOVED | 162.5 FT | $2.00 | $1.50 | $2.00 |
| 203E10000 EXCAVATION | 14 CY | $25.00 | $50.00 | $60.00 |
| 203E20000 EMBANKMENT | 496 CY | $18.50 | $20.00 | $25.00 |
| 204E10000 SUBGRADE COMPACTION | 295 SY | $3.50 |
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 →
| 7% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 37,323 LB | $1.06 | $1.00 | $1.10 | 5% |
| 504E11101 STEEL SHEET PILING LEFT IN PLACE, AS PER PLAN | 673 SF | $40.00 | $34.00 | $44.00 | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $25,000 | $4,000 | $20,000 | 3% |
| 526E30001 REINFORCED CONCRETE APPROACH SLABS (T=17"), AS PER | 112 SY | $220 | $210 | $275 | 3% |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 1,180 FT | $20.00 | $32.00 | $34.00 | 3% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 184 FT | $125 | $150 | $125 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20,000 | $40,000 | 2% |
| 507E00150 STEEL PILES HP10X42, DRIVEN | 1,015 FT | $18.25 | $8.00 | $10.00 | 2% |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $16,500 | $7,000 | $12,000 | 2% |
| 507E92201 PREBORED HOLES, AS PER PLAN | 200 FT | $81.00 | $225 | $95.00 | 2% |
| 526E15000 REINFORCED CONCRETE APPROACH SLABS (T=13") | 63 SY | $240 | $200 | $260 | 2% |
| 516E43201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY ( | 28 EACH | $536 | $850 | $750 | 2% |
| 503E21320 UNCLASSIFIED EXCAVATION, INCLUDING ROCK | 1 LS | $15,000 | $22,500 | $30,000 | 2% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 31 CY | $475 | $375 | $410 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $12,000 | $6,500 | $5,000 | 1% |
| $7.00 |
| $3.00 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 112.5 FT | $18.00 | $22.00 | $19.60 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 2 EACH | $1,250 | $1,150 | $1,125 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $955 | $1,000 | $980 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 2 EACH | $1,920 | $2,300 | $2,040 |
| 606E35003 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1, AS PER PLAN | 2 EACH | $2,050 | $2,300 | $2,285 |
| 601E20000 CRUSHED AGGREGATE SLOPE PROTECTION | 30 SY | $47.00 | $25.00 | $68.00 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 134 CY | $48.00 | $75.00 | $72.00 |
| 659E00300 TOPSOIL | 78 CY | $34.00 | $15.00 | $35.00 |
| 659E10000 SEEDING AND MULCHING | 701 SY | $3.70 | $4.00 | $3.68 |
| 659E14000 REPAIR SEEDING AND MULCHING | 35 SY | $0.20 | $0.05 | $0.69 |
| 659E20000 COMMERCIAL FERTILIZER | 0.09 TON | $705 | $650 | $703 |
| 659E31000 LIME | 0.14 ACRE | $160 | $80.00 | $159 |
| 659E35000 WATER | 2 MGAL | $1.00 | $10.00 | $1.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 32 FT | $24.00 | $20.00 | $25.00 |
| 304E20000 AGGREGATE BASE | 52 CY | $110 | $80.00 | $110 |
| 407E10000 TACK COAT | 20 GAL | $2.00 | $10.00 | $1.85 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 20 CY | $110 | $75.00 | $140 |
| 422E11000 AGGREGATE, SINGLE CHIP SEAL, TYPE A | 91 SY | $78.00 | $12.50 | $75.00 |
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 10 CY | $675 | $420 | $420 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 12 EACH | $7.50 | $10.00 | $7.25 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 6 EACH | $20.00 | $15.00 | $20.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 6 EACH | $20.00 | $15.00 | $20.00 |
| 644E00300 CENTER LINE | 0.05 MILE | $12,900 | $20,000 | $54,560 |
| 202E23500 WEARING COURSE REMOVED | 181 SY | $9.00 | $7.00 | $15.00 |
| 507E93300 STEEL POINTS OR SHOES | 33 EACH | $103 | $50.00 | $90.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 204 SY | $27.00 | $25.00 | $25.50 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 48 SF | $10.00 | $20.00 | $12.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 89 FT | $32.00 | $47.00 | $42.00 |
| 516E41100 1/8" PREFORMED BEARING PAD (1' - 0" X 9") | 14 EACH | $38.00 | $12.00 | $130 |
| 516E42600 ELASTOMERIC BEARING PAD, MISC.: (6" X 2") BEARIN | 68 FT | $70.00 | $125 | $130 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 135 CY | $80.00 | $75.00 | $80.00 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 201 FT | $15.00 | $12.00 | $14.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 140 FT | $6.00 | $15.00 | $7.00 |
| 518E40011 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 90 FT | $6.00 | $15.00 | $16.00 |
| 526E90010 TYPE A INSTALLATION | 80 FT | $140 | $200 | $195 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $5,200 | $21,500 | $9,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $6,000 | $20,000 | $5,000 |
| 619E16000 FIELD OFFICE, TYPE A | 4 MNTH | $2,900 | $800 | $2,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 515E12091 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 7 EACH | $26,100 | $183k | 19% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 284 CY | $497 | $141k | 15% |
| 511E31610 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 62 CY | $1,200 | $74k | 8% |
| 613E41251 LOW STRENGTH MORTAR BACKFILL (TYPE 1), AS PER PLAN | 756 CY | $85 | $64k | 7% |
| 202E11002 STRUCTURE REMOVED, OVER 20 FOOT SPAN | 1 LS | $56,000 | $56k | 6% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 37,323 LB | $1.06 | $40k | 4% |
| 504E11101 STEEL SHEET PILING LEFT IN PLACE, AS PER PLAN | 673 SF | $40 | $27k | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $25,000 | $25k | 3% |
| 526E30001 REINFORCED CONCRETE APPROACH SLABS (T=17"), AS PER | 112 SY | $220 | $25k | 3% |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 1,180 FT | $20 | $24k | 2% |