CUY-Quigley Rd/West 3rd St
CUY County · est $3.0M
Bid dateThursday, April 4—
CUY County · est $3.0M
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 | R1Shelly Company | R2Perk Company INC | R3Barbicas Construction Company INC | % of bid |
|---|---|---|---|---|---|
| 441E50301 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (1971 CY | $195 | $175 | $200 | 14% |
| 255E10011 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 2,300 SY | $160 | $180 | $110 | 13% |
| 253E01001 PAVEMENT REPAIR, AS PER PLAN | 2,000 SY | $170 | $25.00 | $70.00 | 12% |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 1,369 CY | $245 | $215 | $300 | 12% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $250,250 | $28,000 | $230,000 | 9% |
| 251E01001 PARTIAL DEPTH PAVEMENT REPAIR (441), AS PER PLAN | 2,000 SY | $70.00 | $20.00 | $25.00 | 5% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN(T= | 39,780 SY |
| Item | Quantity | R1Shelly Company | R2Perk Company INC | R3Barbicas Construction Company INC |
|---|---|---|---|---|
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $5,000 | $30,500 | $10,000 |
| 202E23001 PAVEMENT REMOVED, AS PER PLAN | 186 SY | $16.00 | $98.00 | $50.00 |
| 202E30001 WALK REMOVED, AS PER PLAN | 13,091 SF | $2.00 | $3.00 | $3.00 |
| 202E30700 CONCRETE BARRIER REMOVED | 526 FT | $8.00 | $18.05 | $22.00 |
| 202E32001 CURB REMOVED, AS PER PLAN | 1,895 FT | $10.50 | $9.00 | $20.00 |
| 202E98300 REMOVAL MISC.:TRACK REMOVED |
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 →
| $2.95 |
| $7.00 |
| $10.00 |
| 4% |
| 611E99820 SPECIAL - MISCELLANEOUS METAL | 55,575 LB | $2.00 | $1.25 | $1.70 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $155,000 | $300,000 | 4% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 358 CY | $250 | $120 | $200 | 3% |
| 608E13001 6" CONCRETE WALK, AS PER PLAN | 8,439 SF | $10.00 | $12.00 | $9.25 | 3% |
| 608E52001 CURB RAMP, AS PER PLAN | 3,826 SF | $20.00 | $30.00 | $15.00 | 3% |
| 441E50201 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (295 CY | $215 | $220 | $200 | 2% |
| 611E99655 MANHOLE ADJUSTED TO GRADE, AS PER PLAN | 57 EACH | $1,000 | $1,500 | $800 | 2% |
| 609E26001 CURB, TYPE 6, AS PER PLAN | 1,496 FT | $34.00 | $70.00 | $25.00 | 2% |
| 452E12051 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC MS, | 309 SY | $150 | $300 | $110 | 2% |
| 653E10000 TOPSOIL FURNISHED AND PLACED4" | 1,008 CY | $38.00 | $67.00 | $25.00 | 1% |
| 638E10801 VALVE BOX ADJUSTED TO GRADE, AS PER PLAN | 42 EACH | $850 | $1,500 | $400 | 1% |
| 832E30000 EROSION CONTROL | 33,523 EACH | $1.00 | $1.00 | $1.00 | 1% |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 58 CY | $575 | $310 | $500 | 1% |
| 65 SY |
| $40.00 |
| $200 |
| $150 |
| 203E10000 EXCAVATION | 12 CY | $80.00 | $200 | $100 |
| 204E10000 SUBGRADE COMPACTION | 251 SY | $2.00 | $50.00 | $2.00 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 9 STA | $65.00 | $2,000 | $195 |
| 209E60201 LINEAR GRADING, AS PER PLAN | 66 STA | $130 | $1,000 | $40.00 |
| 209E72000 PREPARING SUBGRADE FOR SHOULDER PAVING | 65 STA | $80.00 | $1,000 | $40.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 212.5 FT | $49.00 | $49.00 | $30.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E MASH 2016 | 1 EACH | $2,700 | $2,700 | $3,120 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $2,100 | $2,100 | $1,480 |
| 608E98000 WALKWAY, MISC.:BUS SIDEWALK PAD | 320 SF | $22.00 | $30.00 | $20.00 |
| 623E38501 MONUMENT ASSEMBLY, TYPE C, AS PER PLAN | 5 EACH | $850 | $1,500 | $900 |
| 623E39501 MONUMENT ASSEMBLY ADJUSTED TO GRADE, AS PER PLAN | 9 EACH | $650 | $1,500 | $400 |
| 623E40900 MONUMENT, MISC.:MONUMENT REFERENCING | 14 EACH | $400 | $150 | $400 |
| 690E98000 SPECIAL - VERTICAL CLEARANCE | 6 EACH | $640 | $200 | $1,280 |
| 659E00500 SEEDING AND MULCHING, CLASS 1 | 8,991 SY | $0.80 | $3.35 | $0.50 |
| 659E20000 COMMERCIAL FERTILIZER | 1.21 TON | $1,500 | $950 | $800 |
| 659E31000 LIME | 1.85 ACRE | $1.00 | $650 | $1.00 |
| 659E35000 WATER | 24.1 MGAL | $1.00 | $65.00 | $1.00 |
| 605E05201 4" UNCLASSIFIED PIPE UNDERDRAINS, AS PER PLAN | 625 FT | $5.00 | $5.00 | $10.00 |
| 605E13301 6" UNCLASSIFIED PIPE UNDERDRAINS, AS PER PLAN | 1,270 FT | $5.00 | $5.00 | $15.00 |
| 611E00411 4" CONDUIT, TYPE F FOR UNDERDRAIN OUTLET, AS PER P | 70 FT | $5.00 | $5.00 | $12.00 |
| 611E00511 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS, AS PER | 70 FT | $5.00 | $5.00 | $18.00 |
| 611E98631 CATCH BASIN ADJUSTED TO GRADE, AS PER PLAN | 23 EACH | $1,000 | $1,500 | $800 |
| 611E98635 CATCH BASIN RECONSTRUCTED TO GRADE, AS PER PLAN | 23 EACH | $1,250 | $1,600 | $1,600 |
| 611E99661 MANHOLE RECONSTRUCTED TO GRADE, AS PER PLAN | 19 EACH | $1,200 | $1,600 | $1,500 |
| 613E41250 LOW STRENGTH MORTAR BACKFILL (TYPE 1) | 239 CY | $25.00 | $100 | $120 |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 2,261 FT | $3.50 | $4.00 | $4.00 |
| 304E20001 AGGREGATE BASE, AS PER PLAN | 35 CY | $75.00 | $150 | $100 |
| 305E13010 9" CONCRETE BASE, CLASS QC 1P | 65 SY | $105 | $300 | $125 |
| 407E20001 NON-TRACKING TACK COAT, AS PER PLAN | 5,739 GAL | $2.50 | $3.00 | $3.25 |
| 408E10000 PRIME COAT | 577 GAL | $5.00 | $3.00 | $6.00 |
| 452E10051 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC MS, | 3 SY | $140 | $500 | $500 |
| 511E71100 CONCRETE, MISC.:CONCRETE MIX DESIGN FOR CLASS QC M | 200 CY | $20.00 | $15.00 | $25.00 |
| 609E98000 CURB, MISC.:CONCRETE HEADER, AS PER PLAN | 155 FT | $45.00 | $75.00 | $40.00 |
| 617E10100 COMPACTED AGGREGATE | 138 CY | $95.00 | $138 | $90.00 |
| 875E10000 LONGITUDINAL JOINT ADHESIVE | 1,831 LB | $6.50 | $2.00 | $2.00 |
| 638E10901 SERVICE BOX ADJUSTED TO GRADE, AS PER PLAN | 4 EACH | $100 | $100 | $250 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 130.6 FT | $13.50 | $13.50 | $13.50 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 86 FT | $15.00 | $15.00 | $15.00 |
| 630E08600 SIGN POST REFLECTOR | 9 EACH | $35.00 | $35.00 | $35.00 |
| 630E79500 SIGN SUPPORT ASSEMBLY, POLE MOUNTED | 93 EACH | $72.50 | $72.50 | $72.50 |
| 630E80100 SIGN, FLAT SHEET | 413.5 SF | $25.00 | $25.00 | $25.00 |
| 630E80511 SIGN, STREET NAME, AS PER PLAN | 18 EACH | $250 | $250 | $250 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 15 EACH | $50.00 | $50.00 | $50.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $100 | $100 | $100 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 10 EACH | $50.00 | $50.00 | $50.00 |
| 630E87500 REMOVAL OF POLE MOUNTED SIGN AND DISPOSAL | 90 EACH | $50.00 | $50.00 | $50.00 |
| 644E00100 EDGE LINE, 4" | 1.19 MILE | $4,250 | $4,250 | $4,250 |
| 644E00300 CENTER LINE | 1.69 MILE | $5,500 | $5,500 | $5,500 |
| 644E00500 STOP LINE | 231 FT | $10.00 | $10.00 | $10.00 |
| 644E00620 CROSSWALK LINE, 12" | 1,034 FT | $4.75 | $4.75 | $4.75 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 75 CY | $10.00 | $500 | $60.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 80 HOUR | $100 | $100 | $150 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 150 CY | $120 | $75.00 | $150 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 10 SNMT | $900 | $950 | $750 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 2.05 MILE | $1,250 | $1,250 | $1,250 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 1.69 MILE | $1,250 | $1,250 | $1,250 |
| 614E22100 WORK ZONE EDGE LINE, CLASS I, 4", 642 PAINT | 5.28 MILE | $1,000 | $1,000 | $1,000 |
| 614E22350 WORK ZONE EDGE LINE, CLASS III, 4", 642 PAINT | 1.19 MILE | $1,000 | $1,000 | $1,000 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 335 FT | $5.00 | $5.00 | $5.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 231 FT | $5.00 | $5.00 | $5.00 |
| 616E10000 WATER | 60 MGAL | $10.00 | $1.00 | $5.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $15,000 | $30,000 | $100,000 |
| 619E16011 FIELD OFFICE, TYPE B, AS PER PLAN | 5 MNTH | $2,500 | $2,500 | $1,000 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $5,000 | $5,000 | $250 |
| 690E98400 SPECIAL - PRE-CONSTRUCTION VIDEO | 1 LS | $1,000 | $1,350 | $1,200 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E50301 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (1971 CY | $195 | $384k | 12% |
| 255E10011 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 2,300 SY | $160 | $368k | 12% |
| 253E01001 PAVEMENT REPAIR, AS PER PLAN | 2,000 SY | $170 | $340k | 11% |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 1,369 CY | $245 | $335k | 11% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $250,250 | $250k | 8% |
| 251E01001 PARTIAL DEPTH PAVEMENT REPAIR (441), AS PER PLAN | 2,000 SY | $70 | $140k | 4% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN(T= | 39,780 SY | $2.95 | $117k | 4% |
| 611E99820 SPECIAL - MISCELLANEOUS METAL | 55,575 LB | $2 | $111k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 358 CY | $250 | $90k | 3% |