CLI-SR 380-00.32
CLI County · est $0.8M
Bid dateThursday, February 17—
CLI County · est $0.8M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 9.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 71 more items below.
| Item | Quantity | R1Double Z Construction Company | R2Complete General Construction Company | % of bid |
|---|---|---|---|---|
| 511E32213 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE, AS | 130 CY | $1,300 | $1,700 | 22% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $75,000 | $130,000 | 10% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 32,456 LB | $1.50 | $1.34 | 6% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 144 CY | $325 | $325 | 6% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 83 CY | $550 | $550 | 6% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 156 FT | $280 | $272 | 6% |
| 526E10000 REINFORCED CONCRETE APPROACH SLABS (T=12") | 107 SY | $385 | $400 | 5% |
| Item | Quantity | R1Double Z Construction Company | R2Complete General Construction Company |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $8,000 | $5,000 |
| 202E23000 PAVEMENT REMOVED | 485 SY | $17.00 | $11.00 |
| 202E38000 GUARDRAIL REMOVED | 434 FT | $6.00 | $6.00 |
| 203E20000 EMBANKMENT | 654 CY | $15.00 | $27.00 |
| 204E10000 SUBGRADE COMPACTION | 1,038 SY | $6.00 | $3.40 |
| 204E13000 EXCAVATION OF SUBGRADE | 346 CY | $20.00 | $33.00 |
| 204E45000 PROOF ROLLING |
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 →
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40,000 | 5% |
| 614E11300 SPECIAL - WORK ZONE TRAFFIC SIGNAL | 2 EACH | $16,801 | $15,000 | 4% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $33,000 | $17,000 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $30,000 | $25,000 | 4% |
| 203E10000 EXCAVATION | 794 CY | $26.00 | $22.00 | 3% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 72 SY | $283 | $150 | 3% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 750 FT | $25.00 | $19.50 | 2% |
| 204E30020 GRANULAR MATERIAL, TYPE C | 346 CY | $53.00 | $95.00 | 2% |
| 614E12394 WORK ZONE IMPACT ATTENUATOR, OVER 24? AND LESS THA | 7 EACH | $2,600 | $2,400 | 2% |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 28 CF | $650 | $650 | 2% |
| 304E20000 AGGREGATE BASE | 162 CY | $100 | $88.00 | 2% |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 161 CY | $98.00 | $92.00 | 2% |
| 526E90010 TYPE A INSTALLATION | 68 FT | $225 | $280 | 2% |
| 1 HOUR |
| $180 |
| $110 |
| 204E50000 GEOTEXTILE FABRIC | 1,038 SY | $1.50 | $4.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 300 FT | $27.75 | $27.75 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350 OR MASH 201 | 3 EACH | $2,745 | $2,745 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,400 | $1,400 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,850 | $2,850 |
| 623E39500 MONUMENT BOX ADJUSTED TO GRADE | 1 EACH | $600 | $600 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 1 EACH | $250 | $250 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $9,500 | $9,000 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 4 SY | $200 | $190 |
| 659E00300 TOPSOIL | 19 CY | $70.00 | $35.00 |
| 659E10000 SEEDING AND MULCHING | 1,570 SY | $6.00 | $2.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.21 TON | $800 | $800 |
| 659E31000 LIME | 0.32 ACRE | $80.00 | $80.00 |
| 659E35000 WATER | 9 MGAL | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 1,500 EACH | $1.00 | $1.00 |
| 605E14000 6" BASE PIPE UNDERDRAINS | 34 FT | $20.00 | $33.00 |
| 605E31100 AGGREGATE DRAINS | 126 FT | $18.00 | $14.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 23 FT | $10.00 | $35.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $500 | $350 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1 1/2" THICK) | 446 SY | $25.00 | $25.00 |
| 407E20000 NON-TRACKING TACK COAT | 144 GAL | $10.00 | $10.00 |
| 621E00100 RPM | 21 EACH | $99.70 | $140 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 21 EACH | $10.00 | $20.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1 (BI-DIRECTIONAL) | 4 EACH | $13.25 | $20.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BI-DIRECTIONAL) | 8 EACH | $13.25 | $12.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 14 FT | $19.50 | $19.50 |
| 630E80100 SIGN, FLAT SHEET | 8.3 SF | $24.00 | $24.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 2 EACH | $20.00 | $20.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 1 EACH | $30.00 | $30.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.56 MILE | $2,231 | $2,300 |
| 642E00300 CENTER LINE, TYPE 1 | 0.28 MILE | $2,789 | $2,800 |
| 645E00116 EDGE LINE, 6", TYPE A3 | 0.04 MILE | $63,450 | $74,865 |
| 645E00310 CENTER LINE, TYPE A3 | 0.02 MILE | $48,000 | $58,980 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 40 CY | $50.00 | $70.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 80 HOUR | $65.00 | $85.00 |
| 614E11630 INCREASED BARRIER DELINEATION | 190 FT | $2.00 | $3.20 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 2 EACH | $4,500 | $800 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BI-DIRECTIONAL) | 23 EACH | $10.00 | $17.00 |
| 614E13312 BARRIER REFLECTOR, TYPE 2 (BI-DIRECTIONAL) | 7 EACH | $10.00 | $16.50 |
| 614E13360 OBJECT MARKER, TWO WAY | 38 EACH | $15.00 | $22.00 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 0.18 MILE | $10,000 | $7,110 |
| 614E22000 WORK ZONE EDGE LINE, CLASS I, 4" | 0.43 MILE | $6,000 | $4,505 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 44 FT | $10.00 | $15.00 |
| 616E10000 WATER | 7 MGAL | $50.00 | $80.00 |
| 622E41110 PORTABLE BARRIER, ANCHORED | 110 FT | $35.00 | $23.50 |
| 690E98400 SPECIAL - MISC.: WORK INVOLVING ASBESTOS CONTAININ | 1 LS | $300 | $500 |
| 202E22900 APPROACH SLAB REMOVED | 73 SY | $45.00 | $55.00 |
| 202E23500 WEARING COURSE REMOVED | 73 SY | $15.00 | $22.00 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $10,000 | $15,000 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 100 EACH | $30.00 | $16.00 |
| 511E50213 CLASS QC1 CONCRETE WITH QC/QA, SUBSTRUCTURE, AS PE | 2 CY | $2,500 | $3,300 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 174 SY | $25.50 | $25.50 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 17 SY | $63.00 | $63.00 |
| 512E33000 TYPE 2 WATERPROOFING | 3 SY | $65.00 | $125 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 56 SF | $10.00 | $10.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 84 SF | $10.00 | $12.00 |
| 516E14014 INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 89 FT | $25.00 | $42.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 39 CY | $105 | $80.00 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 176 FT | $20.00 | $13.50 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 81 FT | $12.00 | $15.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 58 FT | $20.00 | $20.00 |
| 519E11100 PATCHING CONCRETE STRUCTURE | 21 SF | $200 | $120 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $7,000 | $8,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $10,000 | $5,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E32213 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE, AS | 130 CY | $1,300 | $169k | 17% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $75,000 | $75k | 8% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 32,456 LB | $1.5 | $49k | 5% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 144 CY | $325 | $47k | 5% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 83 CY | $550 | $46k | 5% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 156 FT | $280 | $44k | 4% |
| 526E10000 REINFORCED CONCRETE APPROACH SLABS (T=12") | 107 SY | $385 | $41k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40k | 4% |
| 614E11300 SPECIAL - WORK ZONE TRAFFIC SIGNAL | 2 EACH | $16,801 | $34k | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $33,000 | $33k | 3% |