Cuy-SR 14-06.20/06.70
Cuyahoga County · est $2.0M
Bid dateThursday, February 13—
Cuyahoga County · est $2.0M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 10.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 88 more items below.
| Item | Quantity | R1Schirmer Construction LLC | % of bid |
|---|---|---|---|
| 305E13010 9" CONCRETE BASE, CLASS QC1 | 2,840 SY | $68.00 | 15% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $162,000 | 12% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $154,000 | 12% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | 8% |
| 203E35110 GRANULAR MATERIAL, TYPE B | 1,035 CY | $65.00 | 5% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 636 CY | $90.00 | 4% |
| 511E51511 CLASS QC2 CONCRETE, SIDEWALK, AS PER PLAN | 55 CY | $950 | 4% |
| 511E51511 CLASS QC2 CONCRETE, SIDEWALK, AS PER PLAN | 55 CY | $950 | 4% |
| 511E34411 CLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN |
| Item | Quantity | R1Schirmer Construction LLC |
|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $22,000 |
| 201E21800 TREE REMOVED, 18" | 1 EACH | $2,000 |
| 201E23000 TREE REMOVED, 30" | 3 EACH | $3,000 |
| 202E30000 WALK REMOVED | 4,234 SF | $3.00 |
| 202E32000 CURB REMOVED | 767 FT | $8.00 |
| 202E38000 GUARDRAIL REMOVED | 268 FT | $5.00 |
| 202E75000 FENCE REMOVED | 51 FT | $12.00 |
| 202E98000 REMOVAL MISC.:WINGWALL PIPE RAIL | 1 LS | $500 |
| 203E10000 EXCAVATION | 353 CY |
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 →
| 40 CY |
| $1,300 |
| 4% |
| 202E23001 PAVEMENT REMOVED, AS PER PLAN | 2,833 SY | $18.00 | 4% |
| 511E34411 CLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN | 37 CY | $1,300 | 4% |
| 601E32011 ROCK CHANNEL PROTECTION, TYPE A WITH AGGREGATE FIL | 279 CY | $165 | 3% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 483 CY | $90.00 | 3% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $40,000 | 3% |
| 517E75121 RAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAI | 156 FT | $225 | 3% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 15,949 LB | $2.20 | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $35,000 | 3% |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $35,000 | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $35,000 | 3% |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $35,000 | 3% |
| $35.00 |
| 203E20000 EMBANKMENT | 40 CY | $100 |
| 203E98500 ROADWAY, MISC.:MILL CREEK INTERCEPTOR SEWER PRE AN | 1 LS | $1,500 |
| 204E10000 SUBGRADE COMPACTION | 2,840 SY | $3.00 |
| 204E45000 PROOF ROLLING | 2 HOUR | $150 |
| 606E15051 GUARDRAIL, TYPE MGS, AS PER PLAN | 250 FT | $21.00 |
| 606E26100 ANCHOR ASSEMBLY, TYPE E | 3 EACH | $2,300 |
| 606E26500 ANCHOR ASSEMBLY, TYPE T | 5 EACH | $1,000 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,200 |
| 606E35100 BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 4 EACH | $600 |
| 608E10000 4" CONCRETE WALK | 4,370 SF | $8.00 |
| 202E75201 FENCE REMOVED FOR REUSE, AS PER PLAN | 28 FT | $75.00 |
| 659E00300 TOPSOIL | 74 CY | $60.00 |
| 659E10000 SEEDING AND MULCHING | 655 SY | $5.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.09 TON | $100 |
| 659E35000 WATER | 4 MGAL | $25.00 |
| 832E30000 EROSION CONTROL | 2,000 EACH | $1.00 |
| 838E20700 GABIONS | 28 CY | $350 |
| 611E00900 6" CONDUIT, TYPE B | 20 FT | $15.00 |
| 611E01100 6" CONDUIT, TYPE C | 20 FT | $15.00 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 2 EACH | $500 |
| 611E99820 SPECIAL - MISCELLANEOUS METAL | 200 LB | $5.00 |
| 304E20000 AGGREGATE BASE | 474 CY | $65.00 |
| 407E10000 TACK COAT | 143 GAL | $5.00 |
| 407E13900 TACK COAT, 702.13 | 214 GAL | $5.00 |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 99 CY | $245 |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (139 CY | $185 |
| 609E26000 CURB, TYPE 6 | 767 FT | $16.00 |
| 638E10400 FIRE HYDRANT ADJUSTED TO GRADE | 2 EACH | $800 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 2 EACH | $500 |
| 626E00116 BARRIER REFLECTOR, TYPE 5 (BIDIRECTIONAL) | 16 EACH | $8.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 5 EACH | $300 |
| 642E00194 LANE LINE, 6" | 0.26 MILE | $2,500 |
| 642E00290 CENTER LINE | 0.13 MILE | $13,000 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 60 HOUR | $55.00 |
| 614E12348 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) (24") | 8 EACH | $1,900 |
| 614E12420 DETOUR SIGNING | 1 LS | $11,000 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 20 EACH | $25.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 18 EACH | $15.00 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 0.68 MILE | $6,000 |
| 616E10000 WATER | 10 MGAL | $25.00 |
| 622E41000 PORTABLE BARRIER, 32" | 1,080 FT | $18.00 |
| 202E38501 BRIDGE RAILING REMOVED, AS PER PLAN | 133 FT | $30.00 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 400 LB | $4.00 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 290 EACH | $18.00 |
| 511E71200 CONCRETE, MISC.: ARCHITECTURAL TREATMENT | 637 SF | $28.00 |
| 511E81300 CONCRETE, MISC.: ARCHITECTURAL MOCKUP | 2 EACH | $1,000 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 130 SY | $15.00 |
| 512E10101 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS | 289 SY | $22.00 |
| 512E10601 CONCRETE REPAIR BY EPOXY INJECTION, AS PER PLAN | 100 FT | $20.00 |
| 512E44401 TYPE B WATERPROOFING, AS PER PLAN | 475 SY | $18.00 |
| 517E75121 RAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAI | 136 FT | $225 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 22 CY | $125 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 120 FT | $20.00 |
| 518E62100 STRUCTURE DRAINAGE, MISC.: INSTALLING 3" NON-PERFO | 54 FT | $85.00 |
| 518E62200 STRUCTURE DRAINAGE, MISC.: CLEANING BACKFILL DRAIN | 4 EACH | $400 |
| 518E62400 STRUCTURE DRAINAGE, MISC.: COMPOSITE DRAINAGE PANE | 412 SY | $20.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 150 SF | $85.00 |
| 530E00200 SPECIAL - STRUCTURES UTILITY PROTECTION AND SUPPOR | 1 LS | $32,000 |
| 844E10001 CONCRETE PATCHING WITH GALVANIC ANODE PROTECTION, | 648 SF | $11.00 |
| 202E38501 BRIDGE RAILING REMOVED, AS PER PLAN | 156 FT | $30.00 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 14,789 LB | $2.20 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 400 LB | $4.00 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 320 EACH | $18.00 |
| 511E71200 CONCRETE, MISC.: ARCHITECTURAL TREATMENT | 718 SF | $28.00 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 137 SY | $15.00 |
| 512E10101 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS | 246 SY | $22.00 |
| 512E10601 CONCRETE REPAIR BY EPOXY INJECTION, AS PER PLAN | 100 FT | $20.00 |
| 512E44401 TYPE B WATERPROOFING, AS PER PLAN | 421 SY | $18.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 17 CY | $125 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 100 FT | $20.00 |
| 518E62100 STRUCTURE DRAINAGE, MISC.: INSTALLING 3" NON-PERFO | 48 FT | $85.00 |
| 518E62200 STRUCTURE DRAINAGE, MISC.: CLEANING BACKFILL DRAIN | 4 EACH | $400 |
| 518E62400 STRUCTURE DRAINAGE, MISC.: COMPOSITE DRAINAGE PANE | 372 SY | $20.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 150 SF | $85.00 |
| 530E00200 SPECIAL - STRUCTURES UTILITY PROTECTION AND SUPPOR | 1 LS | $32,000 |
| 844E10001 CONCRETE PATCHING WITH GALVANIC ANODE PROTECTION, | 631 SF | $11.00 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $22,000 |
| 619E16011 FIELD OFFICE, TYPE B, AS PER PLAN | 8 MNTH | $1,500 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $22,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 305E13010 9" CONCRETE BASE, CLASS QC1 | 2,840 SY | $68 | $193k | 10% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $162,000 | $162k | 8% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $154,000 | $154k | 8% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 5% |
| 203E35110 GRANULAR MATERIAL, TYPE B | 1,035 CY | $65 | $67k | 3% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 636 CY | $90 | $57k | 3% |
| 511E51511 CLASS QC2 CONCRETE, SIDEWALK, AS PER PLAN | 55 CY | $950 | $52k | 3% |
| 511E51511 CLASS QC2 CONCRETE, SIDEWALK, AS PER PLAN | 55 CY | $950 | $52k | 3% |
| 511E34411 CLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN | 40 CY | $1,300 | $52k | 3% |
| 202E23001 PAVEMENT REMOVED, AS PER PLAN | 2,833 SY | $18 | $51k | 3% |