D10-Culvert FY 2018
D10 County · est $1.7M
Bid dateThursday, June 7—
D10 County · est $1.7M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 8.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 62 more items below.
| Item | Quantity | R1Parker Corporation | R2Axis Civil Construction LLC | R3Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 3,340 CY | $120 | $108 | $85.00 | 30% |
| 837E10001 LINER PIPE, AS PER PLAN, 60" CONDUIT, TYPE A, 748. | 317 FT | $552 | $560 | $550 | 13% |
| 837E10000 LINER PIPE, 48" CONDUIT, TYPE A, 748.06 | 163 FT | $464 | $460 | $450 | 6% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 160 CY | $450 | $390 | $475 | 5% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 191 CY | $350 | $325 | $380 |
| Item | Quantity | R1Parker Corporation | R2Axis Civil Construction LLC | R3Shelly & Sands INC |
|---|---|---|---|---|
| 202E11000 STRUCTURE REMOVED | 1 LS | $12,000 | $9,000 | $25,000 |
| 202E20010 HEADWALL REMOVED | 1 EACH | $16,000 | $2,000 | $1,200 |
| 202E35200 PIPE REMOVED, OVER 24" | 175 FT | $60.00 | $80.00 | $100 |
| 202E38000 GUARDRAIL REMOVED | 578.5 FT | $2.00 | $3.00 | $1.60 |
| 202E38200 GUARDRAIL REMOVED FOR REUSE | 350 FT | $2.00 | $4.00 | $2.00 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT |
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 →
| 5% |
| 611E96600 CONDUIT, BORED OR JACKED: 42" CONDUIT, TYPE A, 748 | 82 FT | $694 | $525 | $600 | 4% |
| 611E95001 10' X 5' CONDUIT, TYPE A, 706.05, AS PER PLAN (DES | 57 FT | $990 | $1,100 | $950 | 4% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $52,000 | $100,000 | $111,883 | 4% |
| 611E94901 8' X 5' CONDUIT, TYPE A, 706.05, AS PER PLAN (DESI | 54 FT | $867 | $925 | $850 | 3% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 517 SY | $75.00 | $70.00 | $75.00 | 3% |
| 602E20000 CONCRETE MASONRY | 58.7 CY | $650 | $1,400 | $2,100 | 3% |
| 611E96600 CONDUIT, BORED OR JACKED: 15" CONDUIT, TYPE A, 748 | 64 FT | $568 | $350 | $400 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $34,000 | $75,000 | $100,000 | 3% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 61.6 CY | $550 | $525 | $975 | 2% |
| 611E23600 60" CONDUIT, TYPE A, 706.02 | 96 FT | $334 | $400 | $625 | 2% |
| 611E26000 72" CONDUIT, TYPE A | 85 FT | $375 | $1,100 | $750 | 2% |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 20 EACH | $1,500 | $2,000 | $1,935 | 2% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $28,600 | $40,000 | $125,375 | 2% |
| 611E23600 60" CONDUIT, TYPE A | 53 FT | $497 | $400 | $550 | 2% |
| 611E28000 84" CONDUIT, TYPE A | 81 FT | $319 | $1,200 | $825 | 2% |
| 127 FT |
| $40.00 |
| $120 |
| $105 |
| 202E70130 SPECIAL - PIPE CLEANOUT OVER 48" | 163 FT | $62.00 | $35.00 | $25.00 |
| 202E75250 GATE REMOVED | 1 EACH | $50.00 | $200 | $350 |
| 203E10000 EXCAVATION | 289 CY | $20.00 | $30.00 | $45.00 |
| 203E20000 EMBANKMENT | 923 CY | $20.00 | $30.00 | $25.00 |
| 204E50000 GEOTEXTILE FABRIC | 880 SY | $2.00 | $2.00 | $2.00 |
| 606E13000 GUARDRAIL, TYPE 5 | 12.5 FT | $24.80 | $24.80 | $24.80 |
| 606E15050 GUARDRAIL, TYPE MGS | 1,137.5 FT | $22.40 | $22.40 | $22.40 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 150 FT | $23.60 | $23.60 | $23.60 |
| 606E15400 MGS GUARDRAIL, TYPE 8 | 125 FT | $29.40 | $29.40 | $29.40 |
| 606E16000 GUARDRAIL REBUILT | 250 FT | $20.00 | $17.20 | $17.20 |
| 606E16500 GUARDRAIL REBUILT, TYPE 5 | 100 FT | $20.00 | $15.60 | $15.60 |
| 606E17500 POST END ANCHOR (OR CONCRETE BLOCK END ANCHOR) | 1 EACH | $1,325 | $1,325 | $1,325 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 4 EACH | $2,130 | $2,130 | $2,130 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 9 EACH | $825 | $825 | $825 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 1 EACH | $200 | $200 | $275 |
| 601E32000 ROCK CHANNEL PROTECTION, TYPE A WITH FILTER | 242 CY | $65.00 | $110 | $145 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 3 CY | $65.00 | $110 | $200 |
| 659E10000 SEEDING AND MULCHING | 11,648 SY | $1.00 | $1.45 | $1.20 |
| 659E20000 COMMERCIAL FERTILIZER | 1.05 TON | $1,905 | $500 | $700 |
| 659E31000 LIME | 2.42 ACRE | $827 | $120 | $155 |
| 659E35000 WATER | 64 MGAL | $0.05 | $1.00 | $1.00 |
| 670E00500 SLOPE EROSION PROTECTION | 160 SY | $2.00 | $2.60 | $1.80 |
| 832E30000 EROSION CONTROL | 10,000 EACH | $1.00 | $1.00 | $1.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $24,000 | $115,000 | $125,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $10,000 | $17,500 | $15,000 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 8,079 LB | $1.25 | $1.65 | $2.50 |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 20.1 CY | $650 | $1,400 | $3,000 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1.6 CY | $650 | $2,000 | $3,500 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 122 SY | $12.00 | $33.00 | $20.00 |
| 512E33000 TYPE 2 WATERPROOFING | 227 SY | $14.00 | $15.00 | $22.50 |
| 512E33010 TYPE 3 WATERPROOFING | 84 SY | $18.00 | $36.00 | $35.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 60 SF | $5.00 | $4.00 | $5.00 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $2,400 | $3,500 | $5,500 |
| 602E20001 CONCRETE MASONRY, AS PER PLAN | 20 CY | $650 | $1,600 | $1,350 |
| 611E06100 15" CONDUIT, TYPE C, 706.02 | 9 FT | $961 | $80.00 | $150 |
| 611E99574 MANHOLE, NO. 3 | 1 EACH | $6,000 | $6,500 | $3,200 |
| 837E21001 BACKFILL FOR LINER PIPE, AS PER PLAN | 480 FT | $50.00 | $120 | $45.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (2 1/4") | 895 SY | $8.00 | $20.00 | $50.00 |
| 304E20000 AGGREGATE BASE | 201 CY | $65.00 | $85.00 | $100 |
| 407E20000 NON-TRACKING TACK COAT | 77 GAL | $5.00 | $5.00 | $3.50 |
| 410E11000 TRAFFIC COMPACTED SURFACE, TYPE B | 180 CY | $75.00 | $100 | $150 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 39 EACH | $8.00 | $7.60 | $8.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 5 EACH | $100 | $195 | $195 |
| 642E00094 EDGE LINE, 6" | 0.16 MILE | $15,000 | $20,550 | $20,550 |
| 642E00290 CENTER LINE | 0.09 MILE | $27,000 | $36,250 | $36,250 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 4 EACH | $100 | $6,000 | $10,000 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 5 CY | $100 | $120 | $300 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 39 EACH | $10.00 | $7.00 | $12.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 39 EACH | $10.00 | $13.00 | $15.00 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 0.76 MILE | $6,000 | $6,450 | $6,450 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 0.66 MILE | $7,000 | $6,850 | $6,850 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 80 FT | $10.00 | $14.00 | $14.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $20,000 | $20,000 | $27,500 |
| 622E41000 PORTABLE BARRIER, 32" | 1,630 FT | $10.00 | $19.00 | $20.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $20,000 | $16,500 | $16,263 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $20,000 | $30,000 | $37,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 3,340 CY | $120 | $401k | 22% |
| 837E10001 LINER PIPE, AS PER PLAN, 60" CONDUIT, TYPE A, 748. | 317 FT | $552 | $175k | 10% |
| 837E10000 LINER PIPE, 48" CONDUIT, TYPE A, 748.06 | 163 FT | $464 | $76k | 4% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 160 CY | $450 | $72k | 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 191 CY | $350 | $67k | 4% |
| 611E96600 CONDUIT, BORED OR JACKED: 42" CONDUIT, TYPE A, 748 | 82 FT | $694 | $57k | 3% |
| 611E95001 10' X 5' CONDUIT, TYPE A, 706.05, AS PER PLAN (DES | 57 FT | $990 | $56k | 3% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $52,000 | $52k | 3% |
| 611E94901 8' X 5' CONDUIT, TYPE A, 706.05, AS PER PLAN (DESI | 54 FT | $867 | $47k | 3% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 517 SY | $75 | $39k | 2% |