COL-Market Street Bridge
COL County · est $2.8M
Bid dateThursday, April 4—
COL County · est $2.8M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 78 more items below.
| Item | Quantity | R1Marucci & Gaffney Excavating CO | % of bid |
|---|---|---|---|
| 515E15130 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 4 EACH | $125,000 | 22% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $220,000 | 10% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 157 CY | $1,350 | 9% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $200,000 | 9% |
| 509E10001 EPOXY COATED STEEL REINFORCEMENT, AS PER PLAN | 75,298 LB | $1.70 | 6% |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 91 CY | $1,350 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $100,000 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | 4% |
| 511E33416 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 89 CY | $1,000 | 4% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 143 FT | $500 | 3% |
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 175 SY | $400 | 3% |
| 503E21100 UNCLASSIFIED EXCAVATION | 983 CY | $68.73 | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 205 CY | $309 | 3% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 68 CY | $900 | 3% |
| 513E95030 STRUCTURAL STEEL, MISC.:CONDUIT SUPPORTS | 10 EACH | $5,757 | 3% |
| 638E98600 WATER WORK, MISC.:10" HDPE PIPE AND FITTINGS (BRID | 200 FT | $250 | 2% |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 8 EACH | $6,062 | 2% |
| 517E75120 RAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAI | 140 FT | $325 | 2% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 141 CY | $309 | 2% |
| 638E06703 18" STEEL PIPE ENCASEMENT, OPEN CUT, AS PER PLAN | 200 FT | $195 | 2% |
| Item | Quantity | R1Marucci & Gaffney Excavating CO |
|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $25,000 |
| 202E23000 PAVEMENT REMOVED | 1,997 SY | $9.76 |
| 202E30000 WALK REMOVED | 166 SF | $5.00 |
| 202E32000 CURB REMOVED | 37 FT | $10.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 57 FT | $15.00 |
| 202E38000 GUARDRAIL REMOVED | 193 FT | $2.00 |
| 202E58100 CATCH BASIN REMOVED | 2 EACH | $450 |
| 202E98100 REMOVAL MISC.: BOLLARD | 4 EACH | $100 |
| 203E10000 EXCAVATION |
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 →
| 285 CY |
| $15.00 |
| 203E20000 EMBANKMENT | 928 CY | $30.00 |
| 204E10000 SUBGRADE COMPACTION | 1,896 SY | $1.00 |
| 204E45000 PROOF ROLLING | 2 HOUR | $100 |
| 606E15050 GUARDRAIL, TYPE MGS | 162.5 FT | $26.40 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH) | 2 EACH | $2,785 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,375 |
| 606E34600 MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 | 2 EACH | $2,480 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 1 EACH | $2,520 |
| 606E35003 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1, AS PER PLAN | 1 EACH | $2,640 |
| 607E35000 FENCE REMOVED AND REBUILT | 144 FT | $50.00 |
| 607E61111 GATE REBUILT, AS PER PLAN | 1 EACH | $2,925 |
| 608E10000 4" CONCRETE WALK | 767 SF | $13.00 |
| 608E52000 CURB RAMP | 108 SF | $25.00 |
| 608E53020 DETECTABLE WARNING | 23 SF | $30.00 |
| 623E38500 MONUMENT ASSEMBLY, TYPE C | 6 EACH | $1,800 |
| 659E00300 TOPSOIL | 88 CY | $25.00 |
| 659E10000 SEEDING AND MULCHING | 793 SY | $3.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 40 SY | $0.21 |
| 659E20000 COMMERCIAL FERTILIZER | 0.11 TON | $400 |
| 659E31000 LIME | 0.16 ACRE | $10.00 |
| 659E35000 WATER | 2 MGAL | $0.10 |
| 832E30000 EROSION CONTROL | 15,000 EACH | $1.00 |
| 605E31100 AGGREGATE DRAINS | 25 FT | $15.00 |
| 304E20000 AGGREGATE BASE | 292 CY | $87.00 |
| 407E20000 NON-TRACKING TACK COAT | 244 GAL | $3.25 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 23 CY | $80.00 |
| 452E12010 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 123 SY | $140 |
| 609E26000 CURB, TYPE 6 | 187 FT | $40.00 |
| 202E35101 PIPE REMOVED, 24" AND UNDER, AS PER PLAN | 312 FT | $10.00 |
| 638E08001 10" GATE VALVE AND VALVE BOX, AS PER PLAN | 2 EACH | $4,000 |
| 638E98600 WATER WORK, MISC.: 10" HDPE PIPE AND FITTINGS | 88 FT | $200 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 3 EACH | $10.00 |
| 646E10000 EDGE LINE, 4" | 0.25 MILE | $10,000 |
| 646E10200 CENTER LINE | 0.13 MILE | $10,000 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,000 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 20 CY | $100 |
| 614E13310 BARRIER REFLECTOR, TYPE 1(BI-DIRECTIONAL) | 12 EACH | $25.00 |
| 614E13312 BARRIER REFLECTOR, TYPE 2(BI-DIRECTIONAL) | 10 EACH | $25.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 22 EACH | $25.00 |
| 614E22200 WORK ZONE EDGE LINE, CLASS I, 4", 740.06, TYPE I | 0.5 MILE | $2,000 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 48 FT | $10.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $5,000 |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 55 SY | $99.00 |
| 616E10000 WATER | 50 MGAL | $0.10 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 540 FT | $18.00 |
| 202E22900 APPROACH SLAB REMOVED | 134 SY | $20.00 |
| 202E23500 WEARING COURSE REMOVED | 534 SY | $4.00 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $6,750 |
| 511E51510 CLASS QC2 CONCRETE, SIDEWALK | 39 CY | $800 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 162 SY | $25.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 671 SY | $30.00 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 62 SY | $40.00 |
| 512E33000 TYPE 2 WATERPROOFING | 14 SY | $50.00 |
| 515E20001 INTERMEDIATE DIAPHRAGMS, AS PER PLAN | 9 EACH | $4,000 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 72 FT | $50.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 153 SF | $28.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 118 FT | $50.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 84 CY | $85.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 115 FT | $10.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 60 FT | $10.00 |
| 524E94604 DRILLED SHAFTS, 30" DIAMETER, INTO BEDROCK | 120 FT | $316 |
| 524E94702 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK | 142 FT | $250 |
| 526E90030 TYPE C INSTALLATION | 72 FT | $225 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 374 CY | $80.00 |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 1 EACH | $15,000 |
| 690E98400 SPECIAL - MISC.: WORK INVOLVING ASBESTOS CONTAININ | 1 LS | $100 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $17,000 |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $2,400 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $20,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 515E15130 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 4 EACH | $125,000 | $500k | 17% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $220,000 | $220k | 8% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 157 CY | $1,350 | $212k | 7% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $200,000 | $200k | 7% |
| 509E10001 EPOXY COATED STEEL REINFORCEMENT, AS PER PLAN | 75,298 LB | $1.7 | $128k | 4% |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 91 CY | $1,350 | $123k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $100,000 | $100k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 3% |
| 511E33416 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 89 CY | $1,000 | $89k | 3% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 143 FT | $500 | $72k | 2% |