TUS-W. 3rd Street Bridge
TUS County · est $1.7M
Bid dateThursday, February 19—
Awarded toBLACK HORSE BRIDGE CONSTRUCTION INC$1.63M
Project scope
Bid form · ODOT
- Structures / Bridge28%
- Earthwork14%
- Curb, Walk & Ramp10%
- Erosion & Landscaping8%
- Drainage7%
- Guardrail & Barrier7%
- Other26%
Top items by winning bid
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 515E12101 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 14 EACH | $47,200 | $661k | 41% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $153,000 | $153k | 9% |
| 511E31611 CLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN | 89 CY | $1,025 | $91k | 6% |
| 513E95020 STRUCTURAL STEEL, MISC.: TEMPORARY WATER LINE SUPP | 1 LS | $80,000 | $80k | 5% |
| 517E75120 RAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAI | 228 FT | $325 | $74k | 5% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 172 SY | $400 | $69k | 4% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 25,832 LB | $1.75 | $45k | 3% |
| 624E10000 MOBILIZATION Section 8 - INCIDENTALS - Totals Awd $77,750.00 2 $159,000.00 3 $159,250.00 4 $236,685.00 | 1 LS | $40,000 | $40k | 2% |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 48 CY | $700 | $34k | 2% |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 968 SY | $33 | $32k | 2% |
Per-bidder unit pricing
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 52 more items below.
Rank 1Black Horse Bridge Construction INC$1.63MRank 2Stanley Miller Construction Company$1.90MRank 3J & J Bridge Company INC$2.16MRank 4Shelly & Sands INC$2.23M
| Item | Quantity | R1Black Horse Bridge Construction INC | R2Stanley Miller Construction Company | R3J & J Bridge Company INC | R4Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|---|
| 515E12101 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 14 EACH | $47,200 | $50,278 | $56,000 | $59,200 | 46% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $153,000 | $119,889 | $250,000 | $160,000 | 11% |
| 511E31611 CLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN | 89 CY | $1,025 | $971 | $1,200 | $1,750 | 6% |
| 513E95020 STRUCTURAL STEEL, MISC.: TEMPORARY WATER LINE SUPP | 1 LS | $80,000 | $45,000 | $75,000 | $90,000 | 6% |
| 517E75120 RAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAI | 228 FT | $325 | $151 | $300 | $300 | 5% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 172 SY | $400 | $230 | $600 | $500 | 5% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 25,832 LB | $1.75 | $2.90 | $2.50 | $1.53 | 3% |
| 624E10000 MOBILIZATION Section 8 - INCIDENTALS - Totals Awd $77,750.00 2 $159,000.00 3 $159,250.00 4 $236,685.00 | 1 LS | $40,000 | $70,000 | $60,000 | $128,685 | 3% |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 48 CY | $700 | $921 | $1,400 | $1,500 | 2% |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 968 SY | $33.00 | $75.00 | $35.00 | $27.00 | 2% |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 2 EACH | $12,000 | $25,000 | $10,000 | $17,120 | 2% |
| 608E10000 4" CONCRETE WALK | 1,411 SF | $15.00 | $15.00 | $10.00 | $9.00 | 1% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449), 5" | 45 CY | $402 | $400 | $322 | $500 | 1% |
| 511E51510 CLASS QC2 CONCRETE, SIDEWALK | 41 CY | $435 | $972 | $2,000 | $880 | 1% |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 29 CF | $600 | $386 | $600 | $805 | 1% |
| 611E98150 CATCH BASIN, NO. 3 Section 3 - DRAINAGE - Totals Awd $22,395.00 2 $25,120.00 3 $25,600.00 4 $19,550.00 | 3 EACH | $5,600 | $7,000 | $6,000 | $3,500 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $13,750 | $30,000 | $80,000 | $25,000 | 1% |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 54 SF | $240 | $95.00 | $190 | $284 | 1% |
| 526E90010 TYPE A INSTALLATION | 68 FT | $190 | $210 | $300 | $400 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $12,000 | $35,000 | $3,000 | $25,000 | 1% |
Show all 72 line items
| Item | Quantity | R1Black Horse Bridge Construction INC | R2Stanley Miller Construction Company | R3J & J Bridge Company INC | R4Shelly & Sands INC |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $6,470 | $6,667 | $25,000 | $2,700 |
| 202E23000 PAVEMENT REMOVED | 551 SY | $10.00 | $12.50 | $30.00 | $11.00 |
| 202E30000 WALK REMOVED | 1,356 SF | $3.00 | $15.57 | $1.00 | $2.00 |
| 202E32000 CURB REMOVED | 235 FT | $12.00 | $18.70 | $5.00 | $7.00 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 50 FT | $40.00 | $25.56 | $20.00 | $25.00 |
| 202E38000 GUARDRAIL REMOVED | 63 FT | $4.00 | $10.00 | $2.00 | $4.00 |
| 202E58100 CATCH BASIN REMOVED | 3 EACH | $700 | $450 | $300 | $425 |
| 203E10000 EXCAVATION | 186 CY | $35.00 | $90.00 | $75.00 | $50.00 |
| 203E20000 EMBANKMENT | 17 CY | $20.00 | $100 | $75.00 | $100 |
| 204E10000 SUBGRADE COMPACTION | 358 SY | $5.00 | $1.50 | $5.00 | $6.00 |
| 204E45000 PROOF ROLLING | 1 HOUR | $225 | $85.00 | $300 | $270 |
| 606E15050 GUARDRAIL, TYPE MGS | 25 FT | $34.00 | $32.30 | $34.00 | $37.00 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,380 | $2,167 | $1,380 | $1,500 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 1 EACH | $3,250 | $2,973 | $3,250 | $3,500 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 1 EACH | $745 | $834 | $745 | $800 |
| 609E26000 CURB, TYPE 6 | 264 FT | $42.00 | $46.50 | $50.00 | $80.00 |
| 616E10000 WATER Section 1 - ROADWAY - Totals Awd $71,944.00 2 $103,772.42 3 $98,327.00 4 $71,587.00 | 1 MGAL | $1.00 | $1.00 | $10.00 | $230 |
| 659E00300 TOPSOIL | 15 CY | $60.00 | $100 | $10.00 | $190 |
| 659E10000 SEEDING AND MULCHING | 134 SY | $16.50 | $22.00 | $5.00 | $18.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 7 SY | $5.00 | $1.00 | $5.00 | $6.00 |
| 659E15000 INTER-SEEDING | 7 SY | $0.10 | $1.00 | $5.00 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.02 TON | $890 | $400 | $15,000 | $955 |
| 659E31000 LIME | 0.03 ACRE | $150 | $10.00 | $10,000 | $161 |
| 659E35000 WATER | 1 MGAL | $1.00 | $1.00 | $10.00 | $2.00 |
| 832E30000 EROSION CONTROL Section 2 - EROSION CONTROL - Totals Awd $9,170.00 2 $10,471.30 3 $7,500.00 4 $11,336.93 | 6,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 611E04400 12" CONDUIT, TYPE B | 39 FT | $105 | $80.00 | $150 | $200 |
| 611E04600 12" CONDUIT, TYPE C | 5 FT | $300 | $200 | $350 | $250 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 75 FT | $17.00 | $20.00 | $10.00 | $6.00 |
| 304E20000 AGGREGATE BASE, 6" | 54 CY | $120 | $189 | $155 | $150 |
| 407E20000 NON-TRACKING TACK COAT, 0.055 GAL/SY | 18 GAL | $4.00 | $8.00 | $4.00 | $3.30 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 11 CY | $558 | $992 | $844 | $750 |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (16 CY | $556 | $730 | $621 | $600 |
| 452E12010 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P Section 4 - PAVEMENT - Totals Awd $51,151.00 2 $60,262.00 3 $48,002.00 4 $55,079.40 | 34 SY | $300 | $230 | $150 | $180 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 1 EACH | $1,000 | $750 | $500 | $850 |
| 638E10900 SERVICE BOX ADJUSTED TO GRADE Section 5 - WATER WORK - Totals Awd $2,000.00 2 $1,500.00 3 $1,000.00 4 $1,700.00 | 1 EACH | $1,000 | $750 | $500 | $850 |
| 644E00300 CENTER LINE Section 6 - TRAFFIC CONTROL - Totals Awd $1,250.00 2 $1,389.00 3 $1,250.00 4 $2,919.98 | 0.05 MILE | $25,000 | $27,780 | $25,000 | $58,400 |
| 202E22900 APPROACH SLAB REMOVED | 172 SY | $48.00 | $31.00 | $100 | $50.00 |
| 202E23500 WEARING COURSE REMOVED | 298 SY | $10.00 | $12.00 | $10.00 | $16.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $100 | $1,000 | $100 | $5,000 |
| 503E21100 UNCLASSIFIED EXCAVATION | 30 CY | $300 | $534 | $200 | $85.00 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 212 EACH | $24.00 | $15.00 | $50.00 | $30.00 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 143 SY | $10.00 | $50.00 | $30.00 | $15.00 |
| 513E95030 STRUCTURAL STEEL, MISC.:UTILITY SUPPORT | 12 EACH | $385 | $120 | $500 | $1,500 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 57 SF | $14.00 | $10.00 | $7.00 | $15.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 88 FT | $35.00 | $50.00 | $45.00 | $45.00 |
| 516E41100 1/8" PREFORMED BEARING PAD, TYPE CDP | 28 EACH | $160 | $84.50 | $100 | $90.00 |
| 516E43201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES, AS PE | 56 EACH | $200 | $2,500 | $900 | $1,710 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 28 CY | $140 | $150 | $200 | $150 |
| 690E98400 SPECIAL - SPECIAL - MISC.: WORK INVOLVING ASBESTO | 1 LS | $5,500 | $1,500 | $300 | $3,750 |
| 530E01300 SPECIAL - STRUCTURES 6? X 1.5? CONTINUOUS ELASTMER Section 7 - STRUCTURE OVER 20 FOOT SPAN (SFN 7961324 - Totals Awd $1,390,402.00 2 $1,543,098.80 3 $1,818,149.00 4 $1,826,337.08 | 88 FT | $70.00 | $125 | $50.00 | $57.49 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $6,000 | $15,000 | $4,250 | $25,000 |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $1,000 | $1,500 | $2,000 | $5,500 |
Project details
- Description
- TUS-W. 3rd Street Bridge
- Type of work
- Bridge
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 →