COL-Elizabeth Street Bridge
COL County · est $2.5M
Bid dateThursday, February 25—
COL County · est $2.5M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 10.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 82 more items below.
| Item | Quantity | R1Marucci & Gaffney Excavating CO | R2Swank Construction Company LLC | R3Golden Triangle Construction Company | % of bid |
|---|---|---|---|---|---|
| 513E10281 STRUCTURAL STEEL MEMBERS, LEVEL 4, AS PER PLAN | 210,299 LB | $2.69 | $3.15 | $3.33 | 29% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $311,000 | $300,000 | $165,000 | 16% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 267 CY | $630 | $1,000 | $1,200 | 9% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 117,151 LB | $1.15 | $1.50 | $1.80 | 7% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 |
| Item | Quantity | R1Marucci & Gaffney Excavating CO | R2Swank Construction Company LLC | R3Golden Triangle Construction Company |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $10,000 | $15,000 | $25,000 |
| 202E23001 PAVEMENT REMOVED, AS PER PLAN | 180 SY | $5.00 | $20.00 | $18.00 |
| 202E30000 WALK REMOVED | 43 SF | $5.00 | $5.00 | $5.00 |
| 202E32000 CURB REMOVED | 27 FT | $5.00 | $8.00 | $8.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 58 FT | $10.00 | $16.00 | $39.00 |
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 →
| $100,000 |
| $177,000 |
| 5% |
| 507E00550 12" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 2,065 FT | $45.00 | $55.00 | $54.00 | 5% |
| 507E00551 12" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 1,540 FT | $52.00 | $60.00 | $56.00 | 4% |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 154 CY | $500 | $500 | $840 | 4% |
| 511E42012 CLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS | 80 CY | $825 | $1,050 | $1,010 | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $45,000 | $40,000 | $90,000 | 2% |
| 507E92201 PREBORED HOLES, AS PER PLAN | 188 FT | $239 | $250 | $100 | 2% |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $40,000 | $20,000 | $50,000 | 2% |
| 507E00500 12" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVE | 3,240 FT | $10.00 | $40.00 | $29.00 | 2% |
| 638E01300 8" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 52, MEC | 353 FT | $90.00 | $135 | $155 | 2% |
| 517E75122 RAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAI | 165 FT | $191 | $240 | $390 | 2% |
| 511E41012 CLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS | 33 CY | $930 | $1,350 | $2,100 | 2% |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 46 CY | $600 | $1,000 | $1,600 | 1% |
| 530E14000 SPECIAL - STRUCTURAL SURVEY AND MONITORING OF VIBR | 1 LS | $27,500 | $30,000 | $24,000 | 1% |
| 638E07300 16" STEEL PIPE ENCASEMENT, BORED OR JACKED | 61 FT | $440 | $490 | $375 | 1% |
| 607E39921 VANDAL PROTECTION FENCE, 10' CURVED, COATED FABRIC | 165 FT | $135 | $135 | $144 | 1% |
| 202E58000 MANHOLE REMOVED | 2 EACH | $250 | $750 | $600 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT | 60 FT | $10.00 | $30.00 | $76.00 |
| 202E75000 FENCE REMOVED | 105 FT | $1.00 | $6.00 | $3.00 |
| 203E10000 EXCAVATION | 170 CY | $25.00 | $18.00 | $32.00 |
| 203E20000 EMBANKMENT | 66 CY | $25.00 | $25.00 | $32.00 |
| 204E10000 SUBGRADE COMPACTION | 497 SY | $2.00 | $3.50 | $2.75 |
| 606E60028 IMPACT ATTENUATOR, TYPE 2 (BIDIRECTIONAL) (25 MPH, | 1 EACH | $19,000 | $15,000 | $21,000 |
| 607E20000 FENCE, TYPE CL | 105 FT | $40.00 | $50.00 | $41.00 |
| 608E10000 4" CONCRETE WALK | 118 SF | $15.00 | $8.50 | $12.00 |
| 608E52000 CURB RAMP | 86 SF | $20.00 | $30.00 | $24.00 |
| 690E71000 SPECIAL - ASBESTOS ABATEMENT (PARCEL 11, TRAILER) | 1 LS | $1,000 | $15,000 | $3,000 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $10.00 | $450 | $102 |
| 659E00300 TOPSOIL | 183 CY | $20.00 | $60.00 | $80.00 |
| 659E10000 SEEDING AND MULCHING | 1,646 SY | $1.50 | $1.95 | $2.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.22 TON | $150 | $610 | $628 |
| 659E31000 LIME | 0.34 ACRE | $100 | $80.00 | $82.00 |
| 659E35000 WATER | 5 MGAL | $1.00 | $100 | $1.00 |
| 832E30000 EROSION CONTROL | 4,600 EACH | $1.00 | $1.00 | $1.00 |
| 611E04600 12" CONDUIT, TYPE C | 35 FT | $85.00 | $90.00 | $110 |
| 611E98150 CATCH BASIN, NO. 3 | 1 EACH | $3,250 | $2,500 | $4,000 |
| 611E99574 MANHOLE, NO. 3 | 1 EACH | $2,000 | $11,250 | $3,500 |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 81 CY | $204 | $320 | $268 |
| 304E20000 AGGREGATE BASE | 78 CY | $65.00 | $100 | $105 |
| 407E10000 TACK COAT | 48 GAL | $2.25 | $5.00 | $3.50 |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 17 CY | $389 | $500 | $410 |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (22 CY | $304 | $450 | $380 |
| 609E26000 CURB, TYPE 6 | 140 FT | $30.00 | $25.00 | $52.00 |
| 638E04900 1" COPPER SERVICE BRANCH | 74 FT | $40.00 | $58.00 | $70.00 |
| 638E07490 8" GATE VALVE | 2 EACH | $2,000 | $2,000 | $1,950 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 1 EACH | $50.00 | $730 | $320 |
| 638E98600 WATER WORK, MISC.: 8" WATER MAIN (REMOVED) | 276 FT | $2.00 | $50.00 | $39.00 |
| 638E98600 WATER WORK, MISC.: SERVICE BRANCH (REMOVED) | 55 FT | $1.00 | $40.00 | $29.00 |
| 611E01800 8" CONDUIT, TYPE B | 66 FT | $270 | $490 | $310 |
| 611E99574 MANHOLE, NO. 3 | 3 EACH | $4,940 | $11,250 | $9,500 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 124 FT | $14.00 | $7.35 | $15.00 |
| 630E80100 SIGN, FLAT SHEET | 37 SF | $17.00 | $21.25 | $18.50 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 5 EACH | $10.00 | $46.95 | $10.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $65.00 | $117 | $67.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 4 EACH | $15.00 | $89.00 | $15.00 |
| 642E00300 CENTER LINE, TYPE 1 | 0.06 MILE | $20,000 | $27,485 | $18,450 |
| 642E00500 STOP LINE, TYPE 1 | 63 FT | $11.00 | $2.80 | $10.00 |
| 614E12420 DETOUR SIGNING | 1 LS | $5,000 | $1,975 | $2,110 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $100 | $150 | $275 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 0.06 MILE | $20,000 | $29,805 | $18,450 |
| 616E10000 WATER | 5 MGAL | $1.00 | $100 | $125 |
| 202E23500 WEARING COURSE REMOVED | 642 SY | $5.00 | $15.00 | $5.00 |
| 503E21100 UNCLASSIFIED EXCAVATION | 330 CY | $40.00 | $20.00 | $48.00 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $2,500 | $4,500 | $5,800 |
| 511E44112 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT NOT INCLUD | 30 CY | $735 | $750 | $1,750 |
| 511E51512 CLASS QC2 CONCRETE WITH QC/QA, SIDEWALK | 49 CY | $400 | $500 | $560 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 191 SY | $12.00 | $15.00 | $9.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 985 SY | $20.00 | $25.00 | $23.00 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 6,300 EACH | $3.20 | $6.50 | $6.00 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 62 FT | $40.00 | $60.00 | $53.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 21 SF | $10.00 | $7.50 | $20.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 84 SF | $15.00 | $7.50 | $25.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 83 FT | $40.00 | $30.00 | $39.00 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $850 | $1,050 | $800 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $850 | $1,000 | $800 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $1,350 | $2,000 | $3,400 |
| 517E75120 RAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAI | 133 FT | $152 | $230 | $360 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 32 CY | $90.00 | $85.00 | $140 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 90 FT | $14.00 | $15.00 | $24.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 66 FT | $14.00 | $20.00 | $26.00 |
| 523E20000 DYNAMIC LOAD TESTING | 3 EACH | $3,250 | $2,000 | $2,300 |
| 526E10010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 107 SY | $200 | $375 | $470 |
| 526E90030 TYPE C INSTALLATION | 62 FT | $150 | $200 | $375 |
| 530E00600 SPECIAL - STRUCTURES: EXISTING STONE WALL REPAIR | 240 SF | $40.00 | $25.00 | $19.00 |
| 601E20000 CRUSHED AGGREGATE SLOPE PROTECTION | 905 SY | $22.00 | $35.00 | $28.00 |
| 607E39900 VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRI | 165 FT | $76.00 | $85.00 | $82.00 |
| 690E91000 SPECIAL - AS-BUILT CONSTRUCTION PLANS | 1 LS | $8,000 | $3,000 | $5,000 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $15,000 | $5,000 | $7,500 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $16,000 | $20,000 | $20,000 |
| 108E10000 CPM PROGRESS SCHEDULE | 1 LS | $10,000 | $5,000 | $7,500 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $10,000 | $80,000 | $20,000 |
| 619E16010 FIELD OFFICE, TYPE B | 12 MNTH | $1,000 | $3,000 | $2,900 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $22,000 | $75,000 | $35,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 513E10281 STRUCTURAL STEEL MEMBERS, LEVEL 4, AS PER PLAN | 210,299 LB | $2.69 | $566k | 23% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $311,000 | $311k | 13% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 267 CY | $630 | $168k | 7% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 117,151 LB | $1.15 | $135k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 4% |
| 507E00550 12" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 2,065 FT | $45 | $93k | 4% |
| 507E00551 12" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 1,540 FT | $52 | $80k | 3% |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 154 CY | $500 | $77k | 3% |
| 511E42012 CLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS | 80 CY | $825 | $66k | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $45,000 | $45k | 2% |