CUY-IR 71-16.40/VAR Repair
CUY County · est $3.3M
Bid dateThursday, September 30—
CUY County · est $3.3M
Published by ODOTon this contract’s Proposal PDF · EDGE Goal: 9%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 118 more items below.
| Item | Quantity | R1Suburban Maintenance & Construction | R2INC Chagrin Valley Paving INC | R3Great Lakes Construction CO | % of bid |
|---|---|---|---|---|---|
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 800 SY | $250 | $310 | $400 | 10% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $150,000 | $130,000 | $97,000 | 8% |
| 614E23410 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 740.06, | 42,089 FT | $3.50 | $3.75 | $2.94 | 8% |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 319 FT | $450 | $425 | $470 | 8% |
| 530E00600 SPECIAL - STRUCTURES: TIMBER SUBDECK | 17,792 SF | $8.00 |
| Item | Quantity | R1Suburban Maintenance & Construction | R2INC Chagrin Valley Paving INC | R3Great Lakes Construction CO |
|---|---|---|---|---|
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $10,000 | $3,000 | $20,000 |
| 202E23000 PAVEMENT REMOVED | 172 SY | $28.00 | $28.00 | $55.00 |
| 202E30001 WALK REMOVED, AS PER PLAN | 117 SF | $12.00 | $15.00 | $16.00 |
| 202E32000 CURB REMOVED | 37 FT | $12.00 | $25.00 | $22.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 14 FT | $12.00 | $25.00 | $85.00 |
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 →
| $12.00 |
| $20.00 |
| 7% |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 149 FT | $675 | $750 | $660 | 5% |
| 511E34417 CLASS QC SCC CONCRETE, SUPERSTRUCTURE, AS PER PLAN | 67 CY | $1,500 | $1,200 | $1,850 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $87,500 | $225,000 | 5% |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 10.8 MILE | $8,650 | $9,000 | $7,425 | 5% |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 413 SF | $200 | $90.00 | $100 | 4% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $82,000 | $125,000 | $263,000 | 4% |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 37 CY | $2,200 | $1,400 | $2,450 | 4% |
| 511E34423 CLASS QC2 CONCRETE, SIDEWALK WEARING SURFACE, AS P | 9,838 SF | $8.00 | $25.00 | $13.25 | 4% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 4,431 FT | $16.00 | $21.00 | $18.00 | 4% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $70,000 | $150,000 | $212,500 | 4% |
| 511E34417 CLASS QC SCC CONCRETE, SUPERSTRUCTURE, AS PER PLAN | 36 CY | $1,700 | $1,400 | $1,775 | 3% |
| 614E18030 MAINTAINING TRAFFIC, MISC.: RUMBLE STRIPS REMOVAL | 9,055 FT | $6.30 | $4.84 | $6.30 | 3% |
| 519E00100 SPECIAL - COMPOSITE FIBER WRAP SYSTEM | 2,622 SF | $21.00 | $25.00 | $12.50 | 3% |
| 202E22900 APPROACH SLAB REMOVED | 806 SY | $65.00 | $40.00 | $58.00 | 3% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 412 SY | $87.00 | $150 | $100 | 2% |
| 202E38000 GUARDRAIL REMOVED | 94 FT | $2.75 | $3.00 | $2.50 |
| 202E62000 JUNCTION BOX REMOVED | 2 EACH | $75.00 | $150 | $100 |
| 202E75000 FENCE REMOVED | 40 FT | $9.75 | $5.00 | $5.00 |
| 203E10000 EXCAVATION | 25 CY | $45.00 | $100 | $100 |
| 203E20000 EMBANKMENT | 25 CY | $50.00 | $100 | $55.00 |
| 204E10000 SUBGRADE COMPACTION | 973 SY | $3.00 | $6.00 | $8.50 |
| 204E45000 PROOF ROLLING | 1 HOUR | $95.00 | $200 | $350 |
| 209E60201 LINEAR GRADING, AS PER PLAN | 0.41 STA | $880 | $1,000 | $9,000 |
| 606E15050 GUARDRAIL, TYPE MGS | 62 FT | $45.00 | $50.00 | $26.00 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 2 EACH | $2,960 | $3,000 | $1,900 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 2 EACH | $625 | $700 | $1,900 |
| 606E60028 IMPACT ATTENUATOR, TYPE 2 (BIDIRECTIONAL), [(SPEED | 1 EACH | $15,000 | $15,000 | $13,600 |
| 607E20000 FENCE, TYPE CL | 40 FT | $50.00 | $45.00 | $50.00 |
| 608E13001 6" CONCRETE WALK, AS PER PLAN | 117 SF | $25.00 | $15.00 | $42.00 |
| 690E98400 SPECIAL - SITE ACCESS | 1 LS | $8,000 | $20,000 | $30,000 |
| 659E00300 TOPSOIL | 8 CY | $240 | $70.00 | $240 |
| 659E10000 SEEDING AND MULCHING | 67 SY | $8.00 | $10.00 | $8.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 4 SY | $10.00 | $8.00 | $10.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.01 TON | $1,000 | $750 | $1,000 |
| 659E35000 WATER | 1 MGAL | $1.00 | $15.00 | $1.00 |
| 832E30000 EROSION CONTROL | 25,000 EACH | $1.00 | $1.00 | $1.00 |
| 605E11110 6" SHALLOW PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 14 FT | $21.00 | $50.00 | $105 |
| 611E02600 8" CONDUIT, TYPE F | 10 FT | $40.00 | $75.00 | $60.00 |
| 304E20000 AGGREGATE BASE | 161 CY | $66.50 | $95.00 | $115 |
| 305E14010 10" CONCRETE BASE, CLASS QC 1P | 177 SY | $69.00 | $110 | $220 |
| 407E10000 TACK COAT | 11 GAL | $5.00 | $10.00 | $5.00 |
| 407E13900 TACK COAT, 702.13 | 15 GAL | $5.00 | $10.00 | $5.00 |
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 8 CY | $1,250 | $800 | $1,250 |
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (12 CY | $955 | $590 | $955 |
| 441E50701 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (2 CY | $985 | $1,000 | $985 |
| 609E24500 CURB, TYPE 4-B | 3 FT | $27.00 | $150 | $160 |
| 618E40100 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 9,055 FT | $0.75 | $2.00 | $1.00 |
| 625E27520 REMOVAL OF LUMINAIRE AND REERECTION | 1 EACH | $150 | $200 | $150 |
| 625E29911 TRANSITION JUNCTION BOX, AS PER PLAN | 1 EACH | $2,850 | $3,000 | $2,850 |
| 625E29921 STRUCTURE JUNCTION BOX, AS PER PLAN | 1 EACH | $2,850 | $3,000 | $2,850 |
| 625E35011 REMOVE AND REERECT EXISTING LIGHT POLE, AS PER PLA | 1 EACH | $2,250 | $2,800 | $2,250 |
| 625E40000 SPECIAL - MAINTAIN EXISTING LIGHTING | 1 LS | $10,000 | $10,000 | $7,700 |
| 621E00300 RPM REFLECTOR | 357 EACH | $17.00 | $31.00 | $29.90 |
| 621E54001 RAISED PAVEMENT MARKER REMOVED, AS PER PLAN | 357 EACH | $10.00 | $25.00 | $11.50 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, ONE WAY | 8 EACH | $7.50 | $21.00 | $9.50 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, ONE WAY | 4 EACH | $8.55 | $11.00 | $9.50 |
| 642E00100 EDGE LINE, 4", TYPE 1 | 0.66 MILE | $910 | $1,000 | $910 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 3.82 MILE | $917 | $1,000 | $917 |
| 642E00200 LANE LINE, 4", TYPE 1 | 0.66 MILE | $722 | $850 | $722 |
| 642E00204 LANE LINE, 6", TYPE 1 | 3.92 MILE | $740 | $900 | $740 |
| 642E00300 CENTER LINE, TYPE 1 | 0.33 MILE | $990 | $1,100 | $990 |
| 642E00404 CHANNELIZING LINE, 12", TYPE 1 | 2,966 FT | $1.70 | $2.00 | $1.80 |
| 642E00500 STOP LINE, TYPE 1 | 36 FT | $5.00 | $8.00 | $5.00 |
| 642E00600 CROSSWALK LINE, TYPE 1 | 449 FT | $7.00 | $10.00 | $7.00 |
| 642E00700 TRANSVERSE/DIAGONAL LINE, TYPE 1 | 161 FT | $7.00 | $10.00 | $7.00 |
| 642E01510 DOTTED LINE, 6", TYPE 1 | 5,320 FT | $2.00 | $2.50 | $2.00 |
| 642E19000 SHARED LANE MARKING, TYPE 1 | 18 EACH | $110 | $120 | $110 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 64 HOUR | $85.00 | $90.00 | $125 |
| 614E11630 INCREASED BARRIER DELINEATION | 904 FT | $9.00 | $10.00 | $5.15 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,100 | $2,100 | $1,960 |
| 614E12800 WORK ZONE RAISED PAVEMENT MARKER | 3,536 EACH | $4.00 | $9.00 | $6.05 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, ONE WAY | 209 EACH | $4.00 | $19.00 | $6.25 |
| 614E13312 BARRIER REFLECTOR, TYPE 2, ONE WAY | 82 EACH | $6.00 | $20.00 | $6.15 |
| 614E13350 OBJECT MARKER, ONE WAY | 206 EACH | $16.00 | $18.00 | $16.55 |
| 614E13360 OBJECT MARKER, TWO WAY | 30 EACH | $21.00 | $23.00 | $19.15 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 10 SNMT | $850 | $1,100 | $545 |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.66 MILE | $11,900 | $12,000 | $11,665 |
| 614E22200 WORK ZONE EDGE LINE, CLASS I, 4", 740.06, TYPE I | 1.32 MILE | $6,650 | $7,000 | $5,300 |
| 614E23400 WORK ZONE CHANNELIZING LINE, CLASS I, 8", 740.06, | 435 FT | $2.50 | $3.00 | $2.23 |
| 614E24400 WORK ZONE DOTTED LINE, CLASS I, 4", 740.06, TYPE I | 418 FT | $2.00 | $2.50 | $1.22 |
| 614E24402 WORK ZONE DOTTED LINE, CLASS I, 6", 740.06, TYPE I | 5,863 FT | $2.50 | $2.75 | $1.35 |
| 614E25400 WORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS I, 740.0 | 94 FT | $6.00 | $7.00 | $5.50 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 22 FT | $5.00 | $6.00 | $5.50 |
| 614E27400 WORK ZONE CROSSWALK LINE, CLASS I, 740.06, TYPE I | 488 FT | $5.00 | $6.00 | $7.00 |
| 614E30400 WORK ZONE ARROW, CLASS I, 740.06, TYPE I | 20 EACH | $190 | $200 | $585 |
| 614E98100 WORK ZONE PAVEMENT MARKING, MISC.: REMOVABLE, NON- | 4,627 FT | $2.50 | $3.00 | $2.95 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $30,000 | $5,000 | $21,000 |
| 616E10000 WATER | 1 MGAL | $350 | $20.00 | $150 |
| 622E41050 PORTABLE BARRIER, "Y" CONNECTOR | 2 EACH | $2,500 | $2,500 | $1,300 |
| 614E18002 MAINTAINING TRAFFIC, MISC.: GCRTA COORDINATION | 1 LS | $5,000 | $10,000 | $1,000 |
| 202E11202 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN | 1 LS | $5,000 | $12,000 | $5,000 |
| 513E21599 STRUCTURAL STEEL FOR REHABILITATION | 462 LB | $20.00 | $50.00 | $42.45 |
| 514E00100 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 1 LS | $2,500 | $10,000 | $4,500 |
| 514E00200 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 1 LS | $2,200 | $3,000 | $4,500 |
| 514E00300 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 1 LS | $2,200 | $3,000 | $2,200 |
| 514E00401 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT, AS P | 1 LS | $2,200 | $3,000 | $2,200 |
| 202E70110 SPECIAL - PIPE CLEANOUT, 24" AND UNDER | 500 FT | $25.00 | $30.00 | $50.00 |
| 202E75267 VANDAL PROTECTION FENCE REMOVED AND RESET, AS PER | 400 FT | $55.00 | $90.00 | $66.50 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 9,948 LB | $2.00 | $2.25 | $1.75 |
| 512E10101 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS | 1,441 SY | $23.75 | $25.00 | $21.00 |
| 512E74001 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 1,398 SY | $21.00 | $25.00 | $18.00 |
| 516E01301 ELASTOMERIC STRIP SEAL WITHOUT STEEL EXTRUSIONS, A | 140 FT | $125 | $100 | $120 |
| 516E12400 SPECIAL - MODULAR EXPANSION JOINT (SEAL REPLACEMEN | 140 FT | $225 | $100 | $290 |
| 518E51101 8" PIPE DOWNSPOUT, INCLUDING SPECIALS, AS PER PLAN | 200 FT | $40.00 | $100 | $125 |
| 518E51300 DOWNSPOUT MODIFICATION, 8" | 2 EACH | $850 | $1,500 | $6,200 |
| 518E62100 STRUCTURE DRAINAGE, MISC.: FLUSHING AND CLEANING O | 1,800 FT | $5.00 | $6.00 | $20.00 |
| 519E12300 PATCHING CONCRETE BRIDGE DECK - TYPE B | 8 SY | $1,100 | $550 | $450 |
| 202E23500 WEARING COURSE REMOVED | 392 SY | $8.00 | $25.00 | $8.00 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $8,000 | $10,000 | $15,000 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 21,137 LB | $1.50 | $2.10 | $1.65 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 1,152 EACH | $12.00 | $21.00 | $22.00 |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 9 CY | $1,800 | $1,500 | $1,350 |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 15 CY | $950 | $900 | $1,335 |
| 512E10101 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS | 577 SY | $23.75 | $25.00 | $27.00 |
| 512E74001 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 436 SY | $21.00 | $25.00 | $24.00 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 21 SF | $3.00 | $25.00 | $15.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 348 SF | $5.00 | $20.00 | $15.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 19 SF | $8.00 | $25.00 | $30.00 |
| 516E31010 2" DEEP JOINT SEALER | 41 FT | $50.00 | $25.00 | $20.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 40 CY | $80.00 | $150 | $175 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 345 FT | $12.00 | $18.00 | $15.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 39 FT | $12.00 | $25.00 | $65.00 |
| 601E28000 DUMPED ROCK FILL, TYPE D | 280 CY | $75.00 | $125 | $190 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $8,500 | $11,000 | $22,000 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $35,000 | $30,000 | $35,000 |
| 108E10000 CPM PROGRESS SCHEDULE | 1 LS | $8,500 | $10,000 | $5,000 |
| 619E16011 FIELD OFFICE, TYPE B, AS PER PLAN | 9 MNTH | $2,100 | $1,200 | $2,500 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $8,000 | $10,000 | $20,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 800 SY | $250 | $200k | 7% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $150,000 | $150k | 6% |
| 614E23410 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 740.06, | 42,089 FT | $3.5 | $147k | 5% |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 319 FT | $450 | $144k | 5% |
| 530E00600 SPECIAL - STRUCTURES: TIMBER SUBDECK | 17,792 SF | $8 | $142k | 5% |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 149 FT | $675 | $101k | 4% |
| 511E34417 CLASS QC SCC CONCRETE, SUPERSTRUCTURE, AS PER PLAN | 67 CY | $1,500 | $101k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 4% |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 10.8 MILE | $8,650 | $93k | 3% |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 413 SF | $200 | $83k | 3% |