D02-GR NHS
D02 County · est $0.7M
Bid dateThursday, January 11—
D02 County · est $0.7M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 5.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 73 more items below.
| Item | Quantity | R1Lake Erie Construction Company | % of bid |
|---|---|---|---|
| 606E15101 GUARDRAIL, TYPE MGS WITH LONG POSTS, AS PER PLAN | 5,762.5 FT | $19.60 | 18% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 52 EACH | $1,880 | 16% |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 22 EACH | $2,075 | 7% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $42,850 | 7% |
| 606E15050 GUARDRAIL, TYPE MGS | 2,675 FT | $15.60 | 7% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 2,087.5 FT | $16.80 | 6% |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 36 EACH | $785 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $27,450 | 4% |
| 202E38000 GUARDRAIL REMOVED | 12,381.25 FT | $2.00 | 4% |
| 517E75120 RAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAI | 56.17 FT | $350 | 3% |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 76 EACH | $235 | 3% |
| 622E41000 PORTABLE BARRIER, 32" | 900 FT | $18.50 | 3% |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 7 CY | $2,175 | 2% |
| 622E41000 PORTABLE BARRIER, 32" | 820 FT | $18.50 | 2% |
| 606E15051 GUARDRAIL, TYPE MGS, AS PER PLAN | 850 FT | $17.20 | 2% |
| 622E41000 PORTABLE BARRIER, 32" | 760 FT | $18.50 | 2% |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 6 CY | $2,260 | 2% |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 6 CY | $2,175 | 2% |
| 609E72001 CONCRETE MEDIAN, AS PER PLAN | 126 SY | $95.00 | 2% |
| 517E75601 DEEP BEAM BRIDGE RETROFIT RAILING, AS PER PLAN | 125 FT | $84.80 | 2% |
| Item | Quantity | R1Lake Erie Construction Company |
|---|---|---|
| 202E30600 CONCRETE MEDIAN REMOVED | 126 SY | $29.00 |
| 202E38300 GUARDRAIL REMOVED, BARRIER DESIGN | 375 FT | $3.00 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 15 EACH | $95.00 |
| 202E42050 ANCHOR ASSEMBLY REMOVED, TYPE B | 1 EACH | $140 |
| 202E42210 ANCHOR ASSEMBLY REMOVED, BARRIER DESIGN | 2 EACH | $295 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 48 EACH | $75.00 |
| 203E20000 EMBANKMENT | 40 CY | $79.50 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 168 STA | $45.00 |
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 →
| 75 FT |
| $19.40 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 3 EACH | $1,060 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B | 5 EACH | $1,740 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 9 EACH | $420 |
| 606E35141 BRIDGE TERMINAL ASSEMBLY, TYPE 4, AS PER PLAN | 12 EACH | $875 |
| 606E35171 BRIDGE TERMINAL ASSEMBLY, TYPE BR-1, AS PER PLAN | 4 EACH | $1,450 |
| 601E20010 CRUSHED AGGREGATE SLOPE PROTECTION | 20 CY | $95.00 |
| 659E10000 SEEDING AND MULCHING | 5,500 SY | $1.10 |
| 659E20000 COMMERCIAL FERTILIZER | 0.74 TON | $450 |
| 659E35000 WATER | 30 MGAL | $1.00 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 1 EACH | $1,150 |
| 626E00102 BARRIER REFLECTOR, TYPE 1 BIDIRECTIONAL | 2 EACH | $8.00 |
| 626E00116 BARRIER REFLECTOR, TYPE 5 1 WAY | 38 EACH | $7.00 |
| 626E00116 BARRIER REFLECTOR, TYPE 5 BIDIRECTIONAL | 229 EACH | $7.00 |
| 630E03101 GROUND MOUNTED SUPPORT, NO. 3 POST, AS PER PLAN | 112 FT | $11.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 8 EACH | $10.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 16 EACH | $15.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 40 HOUR | $55.00 |
| 614E12421 DETOUR SIGNING, AS PER PLAN | 1 LS | $2,200 |
| 614E12500 REPLACEMENT SIGN | 5 EACH | $95.00 |
| 614E12600 REPLACEMENT DRUM | 5 EACH | $55.00 |
| 202E38501 BRIDGE RAILING REMOVED, AS PER PLAN | 62.5 FT | $20.60 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 1,306 LB | $1.65 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 136 EACH | $24.00 |
| 202E38603 BRIDGE RAILING REMOVED FOR REUSE, AS PER PLAN | 137.5 FT | $6.80 |
| 517E75501 BRIDGE RAILING REBUILT, AS PER PLAN | 137.5 FT | $46.40 |
| 202E38603 BRIDGE RAILING REMOVED FOR REUSE, AS PER PLAN | 100 FT | $6.80 |
| 517E75501 BRIDGE RAILING REBUILT, AS PER PLAN | 100 FT | $46.00 |
| 517E75601 DEEP BEAM BRIDGE RETROFIT RAILING, AS PER PLAN | 100 FT | $84.80 |
| 202E38603 BRIDGE RAILING REMOVED FOR REUSE, AS PER PLAN | 125 FT | $6.80 |
| 517E75501 BRIDGE RAILING REBUILT, AS PER PLAN | 125 FT | $46.40 |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $6,580 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 997 LB | $1.65 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 132 EACH | $21.50 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 27 SY | $24.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 1 SF | $65.00 |
| 516E31010 2" DEEP JOINT SEALER | 26 FT | $27.00 |
| 614E12350 WORK ZONE IMPACT ATTENUATOR | 2 EACH | $2,120 |
| 614E13360 OBJECT MARKER, TWO WAY | 20 EACH | $22.50 |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $6,150 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 1,039 LB | $1.65 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 136 EACH | $21.50 |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 2 CY | $2,720 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 11 SY | $24.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 1 SF | $72.00 |
| 516E31010 2" DEEP JOINT SEALER | 4 FT | $98.00 |
| 614E12350 WORK ZONE IMPACT ATTENUATOR | 2 EACH | $2,120 |
| 614E13360 OBJECT MARKER, TWO WAY | 20 EACH | $22.50 |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $6,940 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 950 LB | $1.65 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 116 EACH | $21.50 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 29 SY | $24.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 1 SF | $72.00 |
| 516E31010 2" DEEP JOINT SEALER | 20 FT | $30.00 |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $7,140 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 1,088 LB | $1.65 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 126 EACH | $21.50 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 34 SY | $24.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 7 SF | $11.50 |
| 516E31010 2" DEEP JOINT SEALER | 8 FT | $61.50 |
| 614E12350 WORK ZONE IMPACT ATTENUATOR | 2 EACH | $2,120 |
| 614E13360 OBJECT MARKER, TWO WAY | 18 EACH | $22.50 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $4,871 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $2,970 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 606E15101 GUARDRAIL, TYPE MGS WITH LONG POSTS, AS PER PLAN | 5,762.5 FT | $19.6 | $113k | 14% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 52 EACH | $1,880 | $98k | 12% |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 22 EACH | $2,075 | $46k | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $42,850 | $43k | 5% |
| 606E15050 GUARDRAIL, TYPE MGS | 2,675 FT | $15.6 | $42k | 5% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 2,087.5 FT | $16.8 | $35k | 4% |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 36 EACH | $785 | $28k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $27,450 | $27k | 3% |
| 202E38000 GUARDRAIL REMOVED | 12,381.25 FT | $2 | $25k | 3% |
| 517E75120 RAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAI | 56.17 FT | $350 | $20k | 2% |