MAD-Maple Street Bridge
MAD County · est $0.8M
Bid dateThursday, April 24—
MAD County · est $0.8M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 59 more items below.
| Item | Quantity | R1Double Z Construction Company | R2Complete General Construction Company | % of bid |
|---|---|---|---|---|
| 515E12031 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 9 EACH | $11,000 | $14,000 | 16% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 86 CY | $780 | $900 | 11% |
| 511E31611 CLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN | 41 CY | $1,505 | $1,500 | 10% |
| 202E11002 STRUCTURE REMOVED, OVER 20 FOOT SPAN | 1 LS | $50,000 | $115,000 | 8% |
| 517E75120 RAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAI | 81 FT | $465 | $450 | 6% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 17,339 LB | $1.75 | $2.00 | 5% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $30,000 | $30,000 | 5% |
| 638E20420 SPECIAL - 8" WATER MAIN POLYVINYL CHLORIDE PIPE AN | 125 FT | $230 | $450 | 5% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 163 CY | $175 | $165 | 5% |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $25,000 | $26,000 | 4% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $24,000 | $15,000 | 4% |
| 507E00550 12" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 420 FT | $57.00 | $85.00 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $50,000 | 3% |
| 507E00500 12" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVE | 350 FT | $42.00 | $15.00 | 2% |
| 511E51510 CLASS QC2 CONCRETE, SIDEWALK | 18 CY | $795 | $700 | 2% |
| 614E12420 DETOUR SIGNING | 1 LS | $13,000 | $12,435 | 2% |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 1 EACH | $11,660 | $20,000 | 2% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 29 CY | $385 | $265 | 2% |
| 832E30000 EROSION CONTROL | 10,000 EACH | $1.00 | $1.00 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $10,000 | $9,000 | 2% |
| Item | Quantity | R1Double Z Construction Company | R2Complete General Construction Company |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $9,000 | $9,000 |
| 201E21800 TREE REMOVED, 18" DIAMETER | 1 EACH | $1,500 | $2,000 |
| 202E20010 HEADWALL REMOVED | 2 EACH | $700 | $800 |
| 202E23000 PAVEMENT REMOVED | 302 SY | $23.00 | $18.00 |
| 202E30000 WALK REMOVED | 1,070 SF | $2.90 | $3.00 |
| 202E32000 CURB REMOVED | 224 FT | $11.00 | $9.00 |
| 202E34900 PIPE REMOVED |
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 →
| 102 FT |
| $25.00 |
| $75.00 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 22 FT | $20.00 | $35.00 |
| 202E35200 PIPE REMOVED, OVER 24" DIAMETER | 34 FT | $24.00 | $80.00 |
| 202E58000 MANHOLE REMOVED | 1 EACH | $600 | $1,200 |
| 203E10000 EXCAVATION | 84 CY | $80.00 | $36.00 |
| 203E20000 EMBANKMENT | 15 CY | $27.00 | $38.00 |
| 204E10000 SUBGRADE COMPACTION | 283 SY | $9.50 | $5.00 |
| 608E10000 4" CONCRETE WALK | 534 SF | $18.00 | $9.00 |
| 608E13000 6" CONCRETE WALK | 87 SF | $22.00 | $12.00 |
| 608E52000 CURB RAMP | 263 SF | $38.00 | $10.00 |
| 609E26000 CURB, TYPE 6 | 225 FT | $34.00 | $54.00 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 4.5 CY | $205 | $200 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $150 | $150 |
| 659E00300 TOPSOIL | 50 CY | $85.00 | $48.00 |
| 659E10000 SEEDING AND MULCHING | 445 SY | $14.00 | $7.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 22 SY | $7.00 | $7.00 |
| 659E15000 INTER-SEEDING | 23 SY | $7.00 | $7.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.06 TON | $1,250 | $1,250 |
| 659E31000 LIME | 0.09 ACRE | $150 | $150 |
| 659E35000 WATER | 2.5 MGAL | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 1.1 CY | $2,200 | $4,000 |
| 605E06001 4" BASE PIPE UNDERDRAINS, AS PER PLAN | 220 FT | $14.00 | $28.00 |
| 611E07600 18" CONDUIT, TYPE C, HDPE | 28 FT | $105 | $230 |
| 611E16600 36" CONDUIT, TYPE C, HDPE | 39 FT | $225 | $330 |
| 611E99574 MANHOLE, NO. 3 | 2 EACH | $4,500 | $6,200 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 1 EACH | $1,200 | $800 |
| 304E20000 AGGREGATE BASE | 51 CY | $135 | $145 |
| 407E20000 NON-TRACKING TACK COAT | 29 GAL | $4.40 | $3.90 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 22 CY | $390 | $480 |
| 452E10010 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 13 SY | $69.00 | $350 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 3 CY | $205 | $225 |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 1.3 CY | $660 | $225 |
| 638E20500 SPECIAL - VALVE BOX ADJUSTED TO GRADE (COLUMBUS IT | 2 EACH | $475 | $265 |
| 638E20892 SPECIAL - 3/4" CORPORATION STOP, LONG (COLUMBUS IT | 1 EACH | $3,600 | $3,800 |
| 638E20892 SPECIAL - 3/4" CORPORATION STOP, SHORT (COLUMBUS I | 1 EACH | $2,200 | $3,700 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 2 EACH | $1,250 | $750 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 3 EACH | $150 | $445 |
| 644E00620 CROSSWALK LINE, 12" | 72 FT | $40.00 | $6.80 |
| 202E23500 WEARING COURSE REMOVED | 86 SY | $45.00 | $19.00 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 69 SY | $16.00 | $20.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 130 SY | $32.00 | $46.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 28 SF | $18.50 | $16.00 |
| 516E14014 INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 80 FT | $32.00 | $50.00 |
| 516E31010 2" DEEP JOINT SEALER | 74 FT | $15.50 | $26.50 |
| 516E41100 1/8" PREFORMED BEARING PAD, TYPE CDP | 18 EACH | $70.00 | $75.00 |
| 516E43100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY ( | 36 EACH | $115 | $85.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 24 CY | $145 | $115 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 114 FT | $12.50 | $12.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 40 FT | $13.00 | $22.00 |
| 523E20000 DYNAMIC LOAD TESTING | 1 EACH | $3,960 | $6,000 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 81 CY | $115 | $115 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $5,500 | $8,500 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $6,500 | $16,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 515E12031 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 9 EACH | $11,000 | $99k | 12% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 86 CY | $780 | $67k | 8% |
| 511E31611 CLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN | 41 CY | $1,505 | $62k | 8% |
| 202E11002 STRUCTURE REMOVED, OVER 20 FOOT SPAN | 1 LS | $50,000 | $50k | 6% |
| 517E75120 RAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAI | 81 FT | $465 | $38k | 5% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 17,339 LB | $1.75 | $30k | 4% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $30,000 | $30k | 4% |
| 638E20420 SPECIAL - 8" WATER MAIN POLYVINYL CHLORIDE PIPE AN | 125 FT | $230 | $29k | 4% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 163 CY | $175 | $29k | 4% |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $25,000 | $25k | 3% |