CUY-SR 82-09.66 Replace
CUY County · est $1.1M
Bid dateThursday, January 27—
CUY County · est $1.1M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 79 more items below.
| Item | Quantity | R1Black Horse Bridge Construction INC | R2Eclipse CO LLC | % of bid |
|---|---|---|---|---|
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $405,000 | $608,000 | 41% |
| 611E95200 10' X 6' CONDUIT, TYPE A, 706.05 | 93 FT | $1,500 | $1,286 | 14% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 1,100 SY | $68.00 | $61.00 | 7% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40,924 | 4% |
| 302E46000 ASPHALT CONCRETE BASE, PG64-22 | 171 CY | $225 | $238 | 4% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 125 CY | $300 | $405 | 4% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $34,350 | $39,776 | 3% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 79 CY | $340 | $126 | 3% |
| 838E20701 GABIONS, AS PER PLAN | 98 CY | $240 | $215 | 2% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $23,000 | $29,000 | 2% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 41 CY | $500 | $820 | 2% |
| 601E32110 ROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FIL | 201 CY | $88.00 | $129 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $16,750 | $35,000 | 2% |
| 304E20000 AGGREGATE BASE | 156 CY | $100 | $67.00 | 2% |
| 863E00801 REINFORCED EMBANKMENT, AS PER PLAN | 191 CY | $78.00 | $85.00 | 1% |
| 638E20598 SPECIAL - 12" CUTTING IN SLEEVE, VALVE WITH VALVE | 2 EACH | $7,200 | $6,019 | 1% |
| 503E21100 UNCLASSIFIED EXCAVATION | 200 CY | $72.00 | $47.00 | 1% |
| 203E10000 EXCAVATION | 432 CY | $33.00 | $30.00 | 1% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 15 CY | $950 | $1,515 | 1% |
| 638E20174 SPECIAL - 12" WATER MAIN DIP CLASS 52 PUSH ON JOIN | 100 FT | $127 | $213 | 1% |
| Item | Quantity | R1Black Horse Bridge Construction INC | R2Eclipse CO LLC |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $12,500 | $8,000 |
| 202E23000 PAVEMENT REMOVED | 778 SY | $15.00 | $11.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 85 FT | $13.00 | $25.00 |
| 202E38000 GUARDRAIL REMOVED | 290 FT | $2.00 | $2.00 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 3 EACH | $200 | $353 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 1 EACH | $200 | $110 |
| 202E75000 FENCE REMOVED | 42 FT | $6.00 |
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 →
| $11.00 |
| 203E20000 EMBANKMENT | 47 CY | $30.00 | $36.00 |
| 204E10000 SUBGRADE COMPACTION | 944 SY | $5.50 | $2.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 220 FT | $22.80 | $26.00 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B | 1 EACH | $2,160 | $2,471 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350) | 2 EACH | $2,940 | $3,282 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,380 | $1,539 |
| 623E38500 MONUMENT ASSEMBLY | 4 EACH | $900 | $2,064 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 11 EACH | $8.00 | $9.00 |
| 690E50000 SPECIAL - MAILBOX SUPPORT | 2 EACH | $185 | $203 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 2 EACH | $225 | $203 |
| 659E00300 TOPSOIL | 203 CY | $25.00 | $42.00 |
| 659E10000 SEEDING AND MULCHING | 1,825 SY | $1.00 | $3.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 92 SY | $1.00 | $2.00 |
| 659E15000 INTER-SEEDING | 92 SY | $1.00 | $0.30 |
| 659E20000 COMMERCIAL FERTILIZER | 0.25 TON | $1,000 | $826 |
| 659E31000 LIME | 0.38 ACRE | $100 | $59.00 |
| 659E35000 WATER | 10 MGAL | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 10,000 EACH | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 100 FT | $12.00 | $21.00 |
| 611E04600 12" CONDUIT, TYPE C | 58 FT | $42.00 | $86.00 |
| 611E98450 CATCH BASIN, NO. 2-2A | 1 EACH | $2,100 | $2,889 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.25" | 1,122 SY | $8.00 | $8.00 |
| 407E10000 TACK COAT | 195 GAL | $3.00 | $3.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER (WATER MAIN) | 100 FT | $4.00 | $28.00 |
| 638E20794 SPECIAL - REMOVE WATER SERVICE CONNECTION (CLEVELA | 39 FT | $5.00 | $19.00 |
| 638E20816 SPECIAL - RETAP, RECONNECT AND EXTEND 1" COPPER WA | 58 FT | $40.00 | $44.00 |
| 638E20912 SPECIAL - 1" CURB VALVE AND BOX (CLEVELAND) | 1 EACH | $800 | $975 |
| 202E35100 PIPE REMOVED, 24" AND UNDER (SANITARY) | 60 FT | $9.00 | $46.00 |
| 611E00900 6" CONDUIT, TYPE B, FOR SANITARY SERVICE | 30 FT | $68.00 | $83.00 |
| 611E01100 6" CONDUIT, TYPE C, FOR SANITARY SERVICE | 60 FT | $40.00 | $64.00 |
| 611E02000 8" CONDUIT, TYPE C, FOR SANITARY | 60 FT | $65.00 | $603 |
| 611E99574 MANHOLE, NO. 3, FOR SANITARY | 1 EACH | $10,850 | $5,748 |
| 611E99690 MANHOLE, MISC.:6" SANITARY CLEANOUT | 2 EACH | $660 | $961 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 15 FT | $28.00 | $32.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $95.00 | $100 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 1 EACH | $25.00 | $26.00 |
| 644E00100 EDGE LINE, 4" | 0.18 MILE | $15,000 | $15,750 |
| 644E00300 CENTER LINE | 0.09 MILE | $25,000 | $15,750 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 20 CY | $100 | $161 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 225.5 FT | $16.00 | $18.00 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B | 1 EACH | $1,280 | $1,462 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350) | 2 EACH | $1,530 | $1,743 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $950 | $1,076 |
| 614E11630 INCREASED BARRIER DELINEATION | 390 FT | $3.50 | $6.00 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $1,920 | $2,633 |
| 614E12800 WORK ZONE RAISED PAVEMENT MARKER | 122 EACH | $8.00 | $13.00 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 10 EACH | $7.00 | $30.00 |
| 614E13312 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 13 EACH | $7.00 | $27.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 14 EACH | $18.00 | $32.00 |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.16 MILE | $14,000 | $17,215 |
| 614E22000 WORK ZONE EDGE LINE, CLASS I, 4" | 0.29 MILE | $7,000 | $13,982 |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 120 SY | $80.00 | $81.00 |
| 616E10000 WATER | 10 MGAL | $1.00 | $43.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 386 FT | $22.00 | $37.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $5,900 | $110,000 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 50 FT | $15.00 | $9.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 14 FT | $30.00 | $19.00 |
| 671E14000 EROSION CONTROL MAT | 26 SY | $12.00 | $6.00 |
| 840E23050 NATURAL SOIL | 9 CY | $110 | $94.00 |
| 204E50000 GEOTEXTILE FABRIC | 189 SY | $4.00 | $3.00 |
| 204E50000 GEOTEXTILE FABRIC, 712.09, Type A | 519 SY | $3.00 | $2.00 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 4,644 LB | $2.50 | $3.00 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 2 CY | $1,350 | $1,361 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 45 SY | $34.00 | $22.00 |
| 512E33000 TYPE 2 WATERPROOFING | 307 SY | $20.00 | $20.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 38 SF | $5.00 | $7.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 13 CY | $132 | $106 |
| 601E11000 RIPRAP, TYPE D | 17 SY | $240 | $376 |
| 863E00200 GEOGRID, TYPE P2 | 610 SY | $6.00 | $3.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $11,750 | $23,000 |
| 619E16010 FIELD OFFICE, TYPE B, AS PER PLAN | 9 MNTH | $1,000 | $788 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $12,000 | $15,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $405,000 | $405k | 33% |
| 611E95200 10' X 6' CONDUIT, TYPE A, 706.05 | 93 FT | $1,500 | $140k | 11% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 1,100 SY | $68 | $75k | 6% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40k | 3% |
| 302E46000 ASPHALT CONCRETE BASE, PG64-22 | 171 CY | $225 | $38k | 3% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 125 CY | $300 | $38k | 3% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $34,350 | $34k | 3% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 79 CY | $340 | $27k | 2% |
| 838E20701 GABIONS, AS PER PLAN | 98 CY | $240 | $24k | 2% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $23,000 | $23k | 2% |