D08-Bridge Maintenance FY2021
D08 County · est $2.1M
Bid dateThursday, February 25—
D08 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 · 96 more items below.
| Item | Quantity | R1Complete General Construction Company | R2Sunesis Construction CO | R3Suburban Maintenance & Construction | % of bid |
|---|---|---|---|---|---|
| 202E11202 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN | 1 LS | $140,000 | $79,455 | $150,000 | 10% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $130,000 | $120,804 | $220,000 | 9% |
| 607E39930 VANDAL PROTECTION FENCE, 12' CURVED, COATED FABRIC | 736 FT | $175 | $186 | $170 | 9% |
| 511E53014 CLASS QC3 CONCRETE, MISC.: SUPERSTRUCTURE CONCRETE | 121 CY | $1,000 | $2,036 | $1,000 | 9% |
| 607E39930 VANDAL PROTECTION FENCE, 12' CURVED, COATED FABRIC |
| Item | Quantity | R1Complete General Construction Company | R2Sunesis Construction CO | R3Suburban Maintenance & Construction |
|---|---|---|---|---|
| 202E42001 ANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN | 3 EACH | $295 | $500 | $295 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 262.5 FT | $22.40 | $23.54 | $22.40 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E(NCHRP 350 OR MASH 2016 | 3 EACH | $2,445 | $2,350 | $2,245 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $985 | $1,050 | $985 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,235 |
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 →
| 582 FT |
| $185 |
| $184 |
| $175 |
| 8% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $136,150 | $100,000 | 7% |
| 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 103 FT | $735 | $703 | $1,000 | 6% |
| 607E39900 VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRI | 715 FT | $90.00 | $97.54 | $70.00 | 5% |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 174 CY | $325 | $1,385 | $900 | 4% |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 1,948 EACH | $25.00 | $15.52 | $30.00 | 4% |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 1,796 EACH | $25.00 | $17.13 | $30.00 | 3% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 33,393 LB | $1.30 | $1.84 | $1.30 | 3% |
| 896E00010 PORTABLE NON-INTRUSIVE TRAFFIC SENSOR, CLASS I | 12 SNMT | $3,500 | $3,500 | $3,500 | 3% |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 500 HOUR | $81.00 | $90.00 | $90.00 | 3% |
| 511E43212 CLASS QC1 CONCRETE WITH QC/QA, PIER | 2 CY | $20,000 | $9,862 | $3,000 | 3% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $40,000 | $31,264 | $65,000 | 3% |
| 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 77 FT | $500 | $741 | $1,000 | 3% |
| 513E21600 STRUCTURAL STEEL FOR REHABILITATION, AS PER PLAN | 6,180 LB | $6.00 | $15.93 | $7.00 | 3% |
| 516E44301 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 14 EACH | $2,618 | $8,310 | $3,500 | 3% |
| 511E53010 CLASS QC1 CONCRETE, MISC.: MOMENT SLAB WITH QC/QA | 103 CY | $350 | $743 | $500 | 3% |
| $2,100 |
| $2,235 |
| 626E00102 BARRIER REFLECTOR, TYPE 1 (1 WAY) | 22 EACH | $7.50 | $10.00 | $7.50 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 36 FT | $12.00 | $12.00 | $12.00 |
| 630E08600 SIGN POST REFLECTOR | 13 EACH | $45.00 | $50.00 | $45.00 |
| 630E79500 SIGN SUPPORT ASSEMBLY, POLE MOUNTED | 3 EACH | $165 | $125 | $165 |
| 630E79600 SIGN SUPPORT ASSEMBLY, BRIDGE MOUNTED, TYPE 1 | 10 EACH | $1,260 | $1,050 | $1,260 |
| 630E79604 SIGN SUPPORT ASSEMBLY, BRIDGE MOUNTED, TYPE 2 | 1 EACH | $2,180 | $1,700 | $2,180 |
| 630E80100 SIGN, FLAT SHEET | 150.5 SF | $16.00 | $25.00 | $16.00 |
| 630E87500 REMOVAL OF POLE MOUNTED SIGN AND DISPOSAL | 2 EACH | $20.00 | $25.00 | $20.00 |
| 690E13000 SPECIAL - RUMBLE STRIPS | 42 FT | $175 | $110 | $55.00 |
| 809E70000 MAINTAINING ITS DURING CONSTRUCTION | 1 LS | $15,000 | $1,000 | $2,200 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $1,900 | $1,900 | $2,200 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 4 SNMT | $900 | $900 | $1,090 |
| 614E20110 WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | 1 MILE | $2,500 | $2,500 | $2,500 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 1 MILE | $2,500 | $2,500 | $2,500 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,340 FT | $16.50 | $22.69 | $22.00 |
| 896E00021 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 3 SNMT | $950 | $950 | $1,200 |
| 512E10600 CONCRETE REPAIR BY EPOXY INJECTION | 24 FT | $85.00 | $114 | $100 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $30,000 | $30,292 | $20,000 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 464 SF | $72.00 | $79.75 | $155 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 7,476 LB | $1.35 | $1.86 | $1.50 |
| 509E30020 NO. 4 GFRP DEFORMED BARS | 11,234 FT | $1.50 | $1.97 | $1.75 |
| 509E40000 REINFORCING STEEL, MISC.: GALVANIZED REINFORCING | 8,135 LB | $1.75 | $2.51 | $2.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 722 SY | $20.00 | $25.99 | $32.00 |
| 516E15000 STRUCTURAL JOINT OR JOINT SEALER, MISC.:EXPANSION | 4 EACH | $2,350 | $1,942 | $3,500 |
| 607E39994 TEMPORARY VANDAL FENCE, TYPE B | 715 FT | $38.00 | $30.17 | $50.00 |
| 202E11202 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN | 1 LS | $20,000 | $11,033 | $25,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 62 SY | $25.00 | $46.76 | $80.00 |
| 202E11202 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN | 1 LS | $20,000 | $8,733 | $25,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 50 SY | $25.00 | $45.29 | $80.00 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $20,000 | $34,600 | $30,000 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $4,000 | $7,421 | $2,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $8,000 | $20,031 | $10,000 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 708 LB | $1.50 | $1.87 | $1.40 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 80 LB | $2.75 | $5.92 | $5.00 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 77 EACH | $40.00 | $15.30 | $80.00 |
| 511E45722 CLASS QC SCC CONCRETE WITH QC/QA, ABUTMENT | 2 CY | $9,500 | $4,501 | $5,000 |
| 511E50212 CLASS QC1 CONCRETE WITH QC/QA, SUBSTRUCTURE | 15 CY | $2,200 | $2,639 | $2,500 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 237 SY | $20.00 | $24.65 | $40.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 6 SF | $20.00 | $4.40 | $20.00 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $25,000 | $110,899 | $25,000 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 13 SF | $135 | $164 | $300 |
| 844E10000 CONCRETE PATCHING WITH GALVANIC ANODE PROTECTION | 14 SF | $950 | $237 | $400 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $10,000 | $28,562 | $10,000 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $2,700 | $6,120 | $2,500 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $2,200 | $5,802 | $1,800 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $25,000 | $83,385 | $25,000 |
| 519E12300 PATCHING CONCRETE BRIDGE DECK - TYPE B | 20 SY | $415 | $558 | $1,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $2,000 | $2,362 | $5,000 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 20 LB | $7.00 | $7.70 | $2.00 |
| 509E40000 REINFORCING STEEL, MISC.: GALVANIZED REINFORCING | 8,072 LB | $1.70 | $2.45 | $2.00 |
| 511E53012 CLASS QC2 CONCRETE, MISC.: PARAPET AND LIGHT PILAS | 48 CY | $700 | $1,328 | $700 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,256 SY | $20.00 | $20.63 | $32.00 |
| 512E10600 CONCRETE REPAIR BY EPOXY INJECTION | 9 FT | $150 | $155 | $200 |
| 513E95030 STRUCTURAL STEEL, MISC.: 6" LOAD PLATE EXTENSION A | 6 EACH | $3,000 | $3,465 | $3,500 |
| 513E95030 STRUCTURAL STEEL, MISC.: 9" LOAD PLATE EXTENSION A | 6 EACH | $3,000 | $4,536 | $3,500 |
| 513E95030 STRUCTURAL STEEL, MISC.: REMOVE AND RE-INSTALL CRO | 14 EACH | $800 | $2,717 | $300 |
| 513E95030 STRUCTURAL STEEL, MISC.:CRACK REPAIR AT PIER 4 | 1 EACH | $6,000 | $3,100 | $1,500 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 545 SF | $5.00 | $5.87 | $8.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 121 SF | $125 | $74.27 | $200 |
| 625E00450 CONNECTION, FUSED PULL APART | 6 EACH | $130 | $100 | $100 |
| 625E10502 LIGHT POLE (INSTALLATION ONLY) | 7 EACH | $550 | $350 | $350 |
| 625E10615 LIGHT POLE ANCHOR BOLTS ON STRUCTURE, AS PER PLAN | 28 EACH | $95.00 | $200 | $200 |
| 625E23000 NO. 4 AWG 600 VOLT DISTRIBUTION CABLE | 2,841 FT | $2.75 | $2.80 | $2.80 |
| 625E23401 NO. 10 AWG POLE AND BRACKET CABLE, AS PER PLAN | 600 FT | $1.75 | $1.80 | $1.80 |
| 625E25604 CONDUIT, 4", 725.051 | 857 FT | $21.00 | $9.50 | $9.50 |
| 625E27560 LUMINAIRE, INSTALLATION ONLY | 7 EACH | $110 | $350 | $350 |
| 625E29900 JUNCTION BOX | 9 EACH | $2,000 | $2,500 | $2,750 |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 1 EACH | $10,000 | $950 | $950 |
| 625E60010 LIGHT POLE REMOVED FOR REERECTION | 7 EACH | $415 | $350 | $350 |
| 625E75550 DISTRIBUTION CABLE REMOVED | 2,841 FT | $0.75 | $1.00 | $1.00 |
| 625E75800 DISCONNECT CIRCUIT | 2 EACH | $375 | $250 | $250 |
| 631E94250 REMOVAL OF LUMINAIRE | 7 EACH | $100 | $350 | $350 |
| 202E47201 BRIDGE TERMINAL ASSEMBLY REMOVED FOR REUSE, AS PER | 4 EACH | $1,385 | $345 | $2,000 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1 1/2" DEEP) | 21 SY | $30.00 | $69.92 | $150 |
| 254E01010 PAVEMENT PLANING, PORTLAND CEMENT CONCRETE (1 1/2" | 155 SY | $30.00 | $35.20 | $35.00 |
| 407E10000 TACK COAT | 2 GAL | $5.00 | $100 | $15.00 |
| 422E11100 AGGREGATE, SINGLE CHIP SEAL, TYPE B | 155 SY | $150 | $25.00 | $30.00 |
| 442E00200 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 6 CY | $750 | $500 | $800 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 379 LB | $2.75 | $1.93 | $3.00 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 40 LB | $7.00 | $3.55 | $3.00 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 13 EACH | $40.00 | $17.09 | $50.00 |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 1 CY | $8,000 | $6,492 | $7,500 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 7 SY | $75.00 | $77.36 | $100 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $15,000 | $82,180 | $4,500 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 28 EACH | $135 | $136 | $50.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 9 SY | $75.00 | $77.36 | $80.00 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $20,000 | $12,200 | $14,000 |
| 843E50000 PATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTA | 84 SF | $85.00 | $87.68 | $110 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $20,000 | $16,537 | $35,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $30,000 | $130,568 | $850,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,000 | $16,650 | $30,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 202E11202 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN | 1 LS | $140,000 | $140k | 6% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $130,000 | $130k | 6% |
| 607E39930 VANDAL PROTECTION FENCE, 12' CURVED, COATED FABRIC | 736 FT | $175 | $129k | 6% |
| 511E53014 CLASS QC3 CONCRETE, MISC.: SUPERSTRUCTURE CONCRETE | 121 CY | $1,000 | $121k | 5% |
| 607E39930 VANDAL PROTECTION FENCE, 12' CURVED, COATED FABRIC | 582 FT | $185 | $108k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 4% |
| 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 103 FT | $735 | $76k | 3% |
| 607E39900 VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRI | 715 FT | $90 | $64k | 3% |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 174 CY | $325 | $57k | 2% |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 1,948 EACH | $25 | $49k | 2% |