MAD-SR 29-05.87 (at SR 38)
MAD County · est $2.1M
Bid dateThursday, February 17—
MAD County · est $2.1M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 8.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 104 more items below.
| Item | Quantity | R1Double Z Construction Company | R2Shelly & Sands INC | R3Trucco Construction CO INC | R4J & J Schlaegel INC | R5Eagle Bridge CO | R6Complete General Construction Company | % of bid |
|---|---|---|---|---|---|---|---|---|
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 1,919 CY | $140 | $140 | $140 | $140 | $140 | $140 | 17% |
| 203E20000 EMBANKMENT | 15,375 CY | $15.00 | $13.25 | $18.00 | $17.00 | $15.50 | $13.00 | 14% |
| 611E96496 20' X 6' CONDUIT, TYPE A, 706.05 | 78 FT |
| Item | Quantity | R1Double Z Construction Company | R2Shelly & Sands INC | R3Trucco Construction CO INC | R4J & J Schlaegel INC | R5Eagle Bridge CO | R6Complete General Construction Company |
|---|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $10,000 | $5,000 | $2,000 | $30,000 | $1,500 | $7,500 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 219 FT | $7.00 | $20.00 | $26.60 | $15.00 | $8.50 | $18.00 |
| 202E35101 PIPE REMOVED, 24" AND UNDER, AS PER PLAN | 42 FT | $20.00 | $52.00 | $34.20 |
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 →
| $1,900 |
| $2,100 |
| $1,987 |
| $2,360 |
| $2,000 |
| $2,200 |
| 9% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100,000 | $43,400 | $61,300 | $100,000 | $100,000 | 6% |
| 304E20001 AGGREGATE BASE, AS PER PLAN | 1,819 CY | $50.00 | $55.00 | $57.75 | $58.00 | $58.00 | $60.00 | 6% |
| 611E96496 20' X 6' CONDUIT, TYPE A, 706.05 | 44 FT | $1,900 | $2,250 | $2,114 | $2,360 | $2,500 | $2,200 | 5% |
| 206E10020 LIME STABILIZED SUBGRADE, 14 INCHES DEEP | 11,019 SY | $7.28 | $5.75 | $5.73 | $5.73 | $8.00 | $6.50 | 5% |
| 861E11100 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 459 CY | $170 | $170 | $170 | $170 | $170 | $170 | 5% |
| 609E72000 CONCRETE MEDIAN | 804 SY | $90.00 | $90.00 | $97.50 | $69.00 | $69.00 | $110 | 4% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 345 CY | $180 | $180 | $180 | $180 | $180 | $180 | 4% |
| 206E10300 LIME | 335 TON | $184 | $185 | $184 | $184 | $185 | $190 | 4% |
| 832E30000 EROSION CONTROL | 60,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 4% |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 2,068 FT | $25.00 | $35.00 | $23.55 | $24.50 | $24.00 | $30.00 | 3% |
| 452E13010 9" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 609 SY | $70.00 | $85.00 | $60.50 | $84.00 | $70.00 | $75.00 | 3% |
| 659E00300 TOPSOIL | 1,670 CY | $25.00 | $7.00 | $5.45 | $25.00 | $5.00 | $22.00 | 3% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 48 CY | $700 | $999 | $495 | $550 | $500 | $550 | 2% |
| 625E10490 LIGHT POLE, CONVENTIONAL, DESIGN AT15B40 | 12 EACH | $2,706 | $2,706 | $2,706 | $2,478 | $2,706 | $2,700 | 2% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 200 CY | $160 | $160 | $160 | $160 | $160 | $160 | 2% |
| 203E10000 EXCAVATION | 2,401 CY | $12.00 | $7.50 | $43.65 | $20.00 | $16.00 | $22.00 | 2% |
| 202E23000 PAVEMENT REMOVED | 7,170 SY | $4.00 | $6.25 | $4.30 | $8.00 | $7.00 | $9.00 | 2% |
| $20.00 |
| $45.00 |
| $120 |
| 202E38000 GUARDRAIL REMOVED | 917 FT | $3.00 | $3.50 | $3.50 | $3.50 | $2.50 | $4.00 |
| 204E45000 PROOF ROLLING | 6 HOUR | $200 | $475 | $251 | $200 | $250 | $250 |
| 206E11000 CURING COAT | 11,019 SY | $1.09 | $1.10 | $1.09 | $1.09 | $1.10 | $1.10 |
| 608E10000 4" CONCRETE WALK | 757 SF | $7.00 | $12.00 | $8.65 | $12.00 | $11.50 | $7.00 |
| 608E53020 DETECTABLE WARNING | 160 SF | $30.00 | $35.00 | $27.00 | $27.00 | $26.50 | $30.00 |
| 623E38500 MONUMENT ASSEMBLY | 6 EACH | $1,000 | $1,750 | $551 | $1,050 | $1,250 | $950 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $16,000 | $17,000 | $15,000 | $12,500 | $20,000 | $25,000 |
| 601E11000 RIPRAP, TYPE D | 65 SY | $150 | $225 | $221 | $250 | $160 | $250 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 116 SY | $100 | $62.00 | $89.60 | $60.00 | $70.00 | $100 |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 114 CY | $100 | $90.00 | $136 | $115 | $80.00 | $140 |
| 659E00500 SEEDING AND MULCHING, CLASS 1 | 15,047 SY | $0.92 | $0.70 | $0.95 | $0.68 | $0.95 | $1.42 |
| 659E14000 REPAIR SEEDING AND MULCHING | 752 SY | $1.00 | $0.50 | $0.95 | $0.50 | $0.95 | $3.00 |
| 659E15000 INTER-SEEDING | 752 SY | $1.00 | $0.10 | $0.95 | $0.01 | $0.95 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 2.03 TON | $850 | $500 | $800 | $500 | $800 | $850 |
| 659E31000 LIME | 3.11 ACRE | $10.00 | $200 | $80.00 | $200 | $80.00 | $10.00 |
| 659E35000 WATER | 81 MGAL | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 670E00720 DITCH EROSION PROTECTION MAT, TYPE B | 1,369 SY | $1.85 | $2.35 | $2.00 | $2.35 | $2.00 | $1.85 |
| 832E15001 STORM WATER POLLUTION PREVENTION PLAN, AS PER PLAN | 1 LS | $1,750 | $1,500 | $1,750 | $1,500 | $2,000 | $1,750 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $8,000 | $8,000 | $6,696 | $4,800 | $8,750 | $8,000 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $12,000 | $10,000 | $12,451 | $9,400 | $11,500 | $9,500 |
| 602E20000 CONCRETE MASONRY | 0.7 CY | $2,000 | $2,100 | $3,557 | $2,500 | $2,250 | $2,250 |
| 605E05200 4" UNCLASSIFIED PIPE UNDERDRAINS, 707.31 | 596 FT | $6.00 | $9.00 | $8.10 | $10.00 | $9.00 | $16.00 |
| 605E06000 4" BASE PIPE UNDERDRAINS, 707.31 | 2,268 FT | $6.00 | $8.75 | $8.90 | $10.00 | $9.00 | $14.00 |
| 605E31100 AGGREGATE DRAINS | 478 FT | $10.00 | $12.00 | $16.70 | $15.00 | $8.00 | $11.00 |
| 611E00410 4" CONDUIT, TYPE F FOR UNDERDRAIN OUTLET | 127 FT | $7.00 | $20.00 | $16.20 | $20.00 | $21.00 | $18.00 |
| 611E03300 10" CONDUIT, TYPE C | 100 FT | $7.00 | $29.00 | $20.00 | $45.00 | $12.00 | $40.00 |
| 611E04600 12" CONDUIT, TYPE C | 100 FT | $15.00 | $33.75 | $25.00 | $55.00 | $30.00 | $60.00 |
| 611E07200 18" CONDUIT, TYPE A, 707.01 ALUMINIZED (0.079), 70 | 92 FT | $90.00 | $105 | $123 | $105 | $80.00 | $125 |
| 611E07401 18" CONDUIT, TYPE B, AS PER PLAN | 291 FT | $90.00 | $100 | $103 | $90.00 | $80.00 | $125 |
| 611E07600 18" CONDUIT, TYPE C | 100 FT | $30.00 | $50.00 | $40.00 | $75.00 | $45.00 | $85.00 |
| 611E07601 18" CONDUIT, TYPE C, AS PER PLAN | 53 FT | $90.00 | $95.00 | $67.25 | $80.00 | $65.00 | $105 |
| 611E98471 CATCH BASIN, NO. 2-2B, AS PER PLAN | 6 EACH | $1,500 | $2,250 | $2,660 | $1,500 | $2,250 | $1,850 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 8 EACH | $400 | $275 | $200 | $200 | $275 | $250 |
| 407E20000 NON-TRACKING TACK COAT | 1,414 GAL | $3.00 | $3.00 | $3.00 | $3.00 | $3.00 | $3.00 |
| 609E12001 COMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN | 170 FT | $25.00 | $60.00 | $29.30 | $29.00 | $28.00 | $55.00 |
| 609E28001 CURB, TYPE 7, AS PER PLAN | 404 FT | $30.00 | $40.00 | $18.80 | $19.00 | $18.00 | $28.00 |
| 609E31000 COMBINATION CURB AND GUTTER, TYPE 9 | 352 FT | $25.00 | $40.00 | $26.10 | $23.00 | $22.00 | $26.00 |
| 625E00450 CONNECTION, FUSED PULL APART | 36 EACH | $80.13 | $80.13 | $80.13 | $75.06 | $80.13 | $115 |
| 625E00480 CONNECTION, UNFUSED PERMANENT | 6 EACH | $76.27 | $76.27 | $76.27 | $122 | $76.27 | $150 |
| 625E14100 LIGHT POLE FOUNDATION, 24" X 8' DEEP | 12 EACH | $1,213 | $1,213 | $1,213 | $1,545 | $1,213 | $1,100 |
| 625E23200 NO. 4 AWG 2400 VOLT DISTRIBUTION CABLE | 1,095 FT | $2.82 | $2.82 | $2.82 | $3.02 | $2.82 | $3.20 |
| 625E23410 NO. 12 AWG POLE AND BRACKET CABLE | 1,728 FT | $1.62 | $1.62 | $1.62 | $1.21 | $1.62 | $1.30 |
| 625E24324 1-1/2" DUCT CABLE WITH THREE NO. 6 AWG 2400 VOLT C | 1,510 FT | $9.31 | $9.31 | $9.31 | $12.59 | $9.31 | $9.50 |
| 625E25500 CONDUIT, 3", 725.04 | 335 FT | $34.99 | $34.99 | $34.99 | $28.55 | $34.99 | $36.00 |
| 625E26253 LUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER | 12 EACH | $655 | $655 | $655 | $413 | $655 | $475 |
| 625E29002 TRENCH, 24" DEEP | 1,481 FT | $7.37 | $7.37 | $7.37 | $9.11 | $7.37 | $8.00 |
| 625E30700 PULL BOX, 725.08, 18" | 3 EACH | $1,176 | $1,176 | $1,176 | $1,488 | $1,176 | $1,000 |
| 625E32000 GROUND ROD | 12 EACH | $304 | $304 | $304 | $322 | $304 | $260 |
| 625E34001 POWER SERVICE, AS PER PLAN | 1 EACH | $8,301 | $8,301 | $8,301 | $6,146 | $8,301 | $11,000 |
| 625E36010 UNDERGROUND WARNING/MARKING TAPE | 1,481 FT | $1.85 | $1.85 | $1.85 | $1.26 | $1.85 | $2.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 46 EACH | $25.78 | $17.00 | $18.57 | $10.00 | $9.38 | $9.76 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 628.5 FT | $11.00 | $11.00 | $11.00 | $11.00 | $11.00 | $14.75 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 300 FT | $12.50 | $12.50 | $12.50 | $12.50 | $12.50 | $15.75 |
| 630E04100 GROUND MOUNTED SUPPORT, NO. 4 POST, TYPE S (SQUARE | 106 FT | $14.75 | $14.75 | $14.75 | $14.75 | $14.75 | $22.25 |
| 630E08600 SIGN POST REFLECTOR | 8 EACH | $45.00 | $45.00 | $45.00 | $45.00 | $45.00 | $43.00 |
| 630E80100 SIGN, FLAT SHEET | 442 SF | $16.50 | $16.50 | $16.50 | $16.50 | $16.50 | $23.25 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 50 EACH | $10.00 | $10.00 | $10.00 | $10.00 | $10.00 | $20.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $60.00 | $60.00 | $60.00 | $60.00 | $60.00 | $25.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 38 EACH | $10.00 | $10.00 | $10.00 | $10.00 | $10.00 | $30.00 |
| 644E00104 EDGE LINE, 6" | 0.84 MILE | $6,498 | $4,000 | $4,983 | $4,000 | $4,983 | $6,498 |
| 644E00300 CENTER LINE | 0.36 MILE | $9,477 | $5,000 | $9,800 | $5,000 | $9,800 | $9,477 |
| 644E01410 WORD ON PAVEMENT, 96" | 4 EACH | $154 | $230 | $200 | $230 | $200 | $154 |
| 644E01510 DOTTED LINE, 6" | 162 FT | $2.30 | $3.50 | $3.50 | $3.50 | $3.50 | $2.30 |
| 644E20800 YIELD LINE | 64 FT | $10.65 | $8.00 | $15.63 | $8.00 | $16.00 | $10.65 |
| 690E98400 SPECIAL - CENTER ISLAND SURFACE TREATMENT | 1 LS | $15,000 | $18,000 | $22,256 | $15,000 | $22,000 | $22,500 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1 1/2" DEPTH) | 100 SY | $50.00 | $50.00 | $50.00 | $50.00 | $50.00 | $50.00 |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 50 CY | $140 | $140 | $140 | $140 | $140 | $140 |
| 407E20000 NON-TRACKING TACK COAT | 100 GAL | $3.00 | $3.00 | $3.00 | $3.00 | $3.00 | $3.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 40 HOUR | $65.00 | $70.00 | $70.00 | $85.00 | $80.00 | $90.00 |
| 614E12420 DETOUR SIGNING | 1 LS | $24,750 | $20,000 | $23,462 | $17,750 | $25,000 | $32,000 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 50 CY | $150 | $125 | $225 | $300 | $225 | $250 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 16 SNMT | $500 | $850 | $900 | $900 | $900 | $950 |
| 616E10000 WATER | 72 MGAL | $8.00 | $30.00 | $66.75 | $69.50 | $20.00 | $70.00 |
| 617E10100 COMPACTED AGGREGATE | 200 CY | $50.00 | $60.00 | $99.80 | $48.00 | $55.00 | $50.00 |
| 617E25000 WATER | 10 MGAL | $8.00 | $30.00 | $66.75 | $70.00 | $25.00 | $90.00 |
| 642E00300 CENTER LINE, TYPE 1 | 0.5 MILE | $1,500 | $1,500 | $5,000 | $1,500 | $4,126 | $1,500 |
| 202E11000 STRUCTURE REMOVED | 1 LS | $8,000 | $4,250 | $1,815 | $5,000 | $10,000 | $17,500 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $1,000 | $4,400 | $4,654 | $2,000 | $10,000 | $7,500 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $5,000 | $5,000 | $12,687 | $3,500 | $20,000 | $12,000 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 6,506 LB | $2.00 | $1.30 | $1.38 | $1.75 | $2.00 | $1.25 |
| 511E46011 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 14 CY | $2,000 | $1,900 | $2,342 | $1,615 | $1,550 | $1,400 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 2 CY | $1,200 | $950 | $1,853 | $1,500 | $3,400 | $2,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 83 SY | $23.50 | $23.50 | $20.00 | $28.00 | $21.00 | $27.00 |
| 512E33000 TYPE 2 WATERPROOFING | 341 SY | $14.00 | $23.00 | $22.00 | $22.00 | $20.00 | $20.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 38 SF | $5.00 | $1.40 | $3.00 | $10.00 | $7.00 | $10.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 11 CY | $100 | $225 | $98.90 | $95.00 | $150 | $180 |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $6,000 | $9,000 | $5,100 | $4,000 | $15,000 | $9,500 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $1,000 | $4,650 | $4,654 | $2,000 | $22,500 | $7,500 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $3,000 | $3,900 | $6,011 | $2,000 | $22,500 | $8,500 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 3,246 LB | $2.00 | $1.30 | $1.39 | $1.75 | $2.00 | $1.25 |
| 511E46011 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 7 CY | $2,000 | $1,890 | $2,342 | $1,615 | $1,800 | $1,600 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 24 CY | $700 | $925 | $495 | $550 | $500 | $550 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $1,200 | $950 | $1,853 | $1,500 | $5,250 | $2,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 44 SY | $23.50 | $23.50 | $20.00 | $28.00 | $21.00 | $27.00 |
| 512E33000 TYPE 2 WATERPROOFING | 211 SY | $14.00 | $23.00 | $22.00 | $22.00 | $20.00 | $20.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 19 SF | $5.00 | $1.35 | $3.00 | $10.00 | $8.00 | $10.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 5 CY | $100 | $250 | $98.90 | $95.00 | $150 | $180 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $15,000 | $9,500 | $15,076 | $22,000 | $15,000 | $16,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $20,000 | $5,320 | $13,000 | $7,700 | $10,250 | $5,000 |
| 619E16010 FIELD OFFICE, TYPE B | 4 MNTH | $1,200 | $3,025 | $2,200 | $1,500 | $2,250 | $2,500 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $20,000 | $18,000 | $10,000 | $25,000 | $15,000 | $15,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 1,919 CY | $140 | $269k | 12% |
| 203E20000 EMBANKMENT | 15,375 CY | $15 | $231k | 10% |
| 611E96496 20' X 6' CONDUIT, TYPE A, 706.05 | 78 FT | $1,900 | $148k | 7% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 4% |
| 304E20001 AGGREGATE BASE, AS PER PLAN | 1,819 CY | $50 | $91k | 4% |
| 611E96496 20' X 6' CONDUIT, TYPE A, 706.05 | 44 FT | $1,900 | $84k | 4% |
| 206E10020 LIME STABILIZED SUBGRADE, 14 INCHES DEEP | 11,019 SY | $7.28 | $80k | 4% |
| 861E11100 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 459 CY | $170 | $78k | 3% |
| 609E72000 CONCRETE MEDIAN | 804 SY | $90 | $72k | 3% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 345 CY | $180 | $62k | 3% |