CLI-SR 133-02.11
CLI County · est $1.4M
Bid dateThursday, February 19—
CLI County · est $1.4M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 57 more items below.
| Item | Quantity | R1Eagle Bridge CO | R2Double Z Construction Company | R3Sunesis Construction CO | R4Complete General Construction Company | % of bid |
|---|---|---|---|---|---|---|
| 511E33312 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 142 CY | $1,650 | $1,700 | $1,766 | $1,700 | 25% |
| 507E00650 14" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 630 FT | $115 | $45.00 | $80.53 | $75.00 | 8% |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 35,628 LB | $1.70 | $1.80 | $2.53 | $2.00 | 7% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 126.13 FT | $470 | $475 | $492 | $505 | 6% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $57,500 | $120,000 | $105,449 | $95,000 | 6% |
| 526E15001 REINFORCED CONCRETE APPROACH SLABS (T=13"), AS PER | 186 SY | $300 | $430 | $480 |
| Item | Quantity | R1Eagle Bridge CO | R2Double Z Construction Company | R3Sunesis Construction CO | R4Complete General Construction Company |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $10,000 | $10,000 | $3,296 | $5,000 |
| 202E23000 PAVEMENT REMOVED | 516 SY | $22.00 | $24.00 | $2.30 | $25.00 |
| 202E38000 GUARDRAIL REMOVED | 168.75 FT | $4.00 | $2.00 | $22.49 | $2.00 |
| 202E42001 ANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN | 4 EACH | $500 | $365 | $243 | $365 |
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 →
| $395 |
| 6% |
| 624E10000 MOBILIZATION | 1 LS | $55,000 | $60,000 | $84,403 | $71,000 | 6% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 178 CY | $235 | $262 | $262 | $262 | 5% |
| 511E45712 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT | 18 CY | $2,000 | $1,600 | $3,711 | $1,900 | 4% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 526 SF | $60.00 | $60.00 | $60.00 | $125 | 3% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 88 CY | $300 | $284 | $386 | $284 | 3% |
| 204E30020 GRANULAR MATERIAL, TYPE C | 335 CY | $75.00 | $56.00 | $125 | $90.00 | 3% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $25,000 | $60,000 | $28,624 | $65,000 | 3% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $25,000 | $9,000 | $8,035 | $9,500 | 3% |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 23.74 CF | $1,000 | $1,166 | $1,166 | $1,200 | 3% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $22,500 | $20,000 | $15,556 | $20,000 | 2% |
| 304E20000 AGGREGATE BASE | 405 CY | $55.00 | $90.00 | $119 | $95.00 | 2% |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $20,000 | $20,000 | $4,391 | $17,000 | 2% |
| 526E90011 TYPE A INSTALLATION, AS PER PLAN | 80 FT | $250 | $250 | $185 | $400 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $15,000 | $14,000 | $13,900 | $15,000 | 2% |
| 72 CY |
| $75.00 |
| $100 |
| $40.34 |
| $30.00 |
| 204E10000 SUBGRADE COMPACTION | 1,005 SY | $6.00 | $7.00 | $8.10 | $9.00 |
| 204E13000 EXCAVATION OF SUBGRADE, 12" DEEP | 335 CY | $30.00 | $35.00 | $58.20 | $45.00 |
| 204E50000 GEOTEXTILE FABRIC | 1,005 SY | $1.75 | $1.50 | $2.43 | $10.00 |
| 209E15050 RESHAPING UNDER GUARDRAIL | 0.06 MILE | $2,750 | $2,750 | $28,698 | $2,750 |
| 606E15050 GUARDRAIL, TYPE MGS | 18.75 FT | $39.20 | $39.20 | $35.00 | $39.20 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 3 EACH | $2,550 | $2,550 | $2,600 | $2,550 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,340 | $1,340 | $1,250 | $1,340 |
| 606E34600 MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 | 4 EACH | $2,630 | $2,630 | $2,600 | $2,630 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $10,000 | $7,334 | $3,667 | $12,000 |
| 202E23500 WEARING COURSE REMOVED | 140 SY | $15.00 | $18.00 | $4.13 | $13.50 |
| 204E45000 PROOF ROLLING | 2 HOUR | $125 | $180 | $489 | $350 |
| 659E00300 TOPSOIL | 189 CY | $15.00 | $45.00 | $29.33 | $25.00 |
| 659E10000 SEEDING AND MULCHING | 1,700 SY | $3.00 | $5.00 | $4.21 | $5.20 |
| 659E14000 REPAIR SEEDING AND MULCHING | 85 SY | $3.00 | $2.20 | $2.20 | $2.20 |
| 659E20000 COMMERCIAL FERTILIZER | 0.24 TON | $1,000 | $1,250 | $1,250 | $1,250 |
| 659E31000 LIME | 0.35 ACRE | $5.00 | $150 | $150 | $150 |
| 659E35000 WATER | 9.4 MGAL | $10.00 | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 10,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 0.55 CY | $250 | $500 | $1,284 | $1,900 |
| 602E20000 CONCRETE MASONRY | 0.21 CY | $4,000 | $4,500 | $4,250 | $10,500 |
| 611E04400 12" CONDUIT, TYPE B | 102 FT | $110 | $125 | $126 | $250 |
| 611E98150 CATCH BASIN, NO. 3 | 2 EACH | $4,500 | $4,000 | $4,247 | $10,000 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE(D=1.50") | 746 SY | $9.50 | $13.00 | $8.35 | $13.00 |
| 407E20000 NON-TRACKING TACK COAT | 257 GAL | $4.00 | $4.10 | $8.91 | $4.10 |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 84 FT | $65.00 | $70.00 | $85.40 | $95.00 |
| 621E00100 RPM | 10 EACH | $317 | $317 | $317 | $317 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 11 EACH | $10.00 | $30.00 | $317 | $50.00 |
| 644E00104 EDGE LINE, 6" | 0.04 MILE | $34,375 | $34,375 | $34,375 | $34,375 |
| 644E00300 CENTER LINE | 0.02 MILE | $68,750 | $68,750 | $68,750 | $68,750 |
| 646E10010 EDGE LINE, 6" | 0.16 MILE | $22,500 | $22,500 | $22,500 | $22,500 |
| 646E10200 CENTER LINE | 0.08 MILE | $27,000 | $27,000 | $27,000 | $27,000 |
| 626E00116 BARRIER REFLECTOR, TYPE 5. | 11 EACH | $12.40 | $12.40 | $20.00 | $12.40 |
| 614E11111 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 80 HOUR | $60.00 | $60.00 | $68.65 | $90.00 |
| 614E12420 DETOUR SIGNING | 1 LS | $12,500 | $15,000 | $8,940 | $8,940 |
| 202E22900 APPROACH SLAB REMOVED | 140 SY | $50.00 | $50.00 | $30.91 | $75.00 |
| 507E00602 14" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVE | 560 FT | $8.00 | $60.00 | $47.75 | $45.00 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 264 EACH | $17.00 | $30.00 | $19.80 | $15.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 127 SY | $38.00 | $38.00 | $36.50 | $38.00 |
| 512E33000 TYPE 2 WATERPROOFING | 14 SY | $50.00 | $50.00 | $38.57 | $125 |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 541 SF | $10.00 | $10.00 | $10.00 | $10.00 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 449 SF | $10.00 | $10.00 | $10.00 | $10.00 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 172 SF | $6.00 | $13.00 | $3.62 | $16.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 108 SF | $8.00 | $15.00 | $6.63 | $18.00 |
| 516E14014 INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 84 FT | $50.00 | $40.00 | $52.26 | $75.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 55 CY | $125 | $115 | $143 | $150 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 139 FT | $16.00 | $20.00 | $37.90 | $15.25 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 124 FT | $12.00 | $13.00 | $7.82 | $12.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 100 FT | $25.00 | $15.00 | $19.12 | $15.00 |
| 523E20000 DYNAMIC LOAD TESTING | 4 EACH | $2,500 | $3,680 | $4,631 | $6,100 |
| 507E93300 STEEL POINTS OR SHOES | 14 EACH | $600 | $200 | $282 | $190 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 449 SF | $10.00 | $10.00 | $10.00 | $10.00 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $2,500 | $8,400 | $3,891 | $3,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E33312 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 142 CY | $1,650 | $234k | 20% |
| 507E00650 14" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 630 FT | $115 | $72k | 6% |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 35,628 LB | $1.7 | $61k | 5% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 126.13 FT | $470 | $59k | 5% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $57,500 | $58k | 5% |
| 526E15001 REINFORCED CONCRETE APPROACH SLABS (T=13"), AS PER | 186 SY | $300 | $56k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $55,000 | $55k | 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 178 CY | $235 | $42k | 4% |
| 511E45712 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT | 18 CY | $2,000 | $36k | 3% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 526 SF | $60 | $32k | 3% |