Mah-SR 165-21.76
Mahoning County · est $1.5M
Bid dateThursday, January 25—
Mahoning County · est $1.5M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 53 more items below.
| Item | Quantity | R1Barbicas Construction Company INC | R2B & G Trucking & Construction INC | % of bid |
|---|---|---|---|---|
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 2,729 CY | $245 | $215 | 53% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (T=1.5") | 64,614 SY | $2.00 | $2.40 | 10% |
| 624E10000 MOBILIZATION | 1 LS | $85,000 | $59,000 | 7% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $70,000 | $124,332 | 6% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 540 CY | $70.00 | $67.00 | 3% |
| 646E10010 EDGE LINE, 6" | 8.28 MILE | $3,750 | $3,825 | 2% |
| 408E10001 PRIME COAT, AS PER PLAN | 3,887 GAL | $7.00 | $3.75 | 2% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 94 CY | $275 | $215 | 2% |
| 407E20000 NON-TRACKING TACK COAT | 5,925 GAL | $3.75 | $3.05 | 2% |
| 251E01000 PARTIAL DEPTH PAVEMENT REPAIR (441) | 800 SY | $26.00 | $42.00 | 2% |
| 304E20000 AGGREGATE BASE | 105 CY | $175 | $135 | 1% |
| 646E10200 CENTER LINE | 4.14 MILE | $4,250 | $5,760 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $15,000 | $15,000 | 1% |
| 441E70200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (23 CY | $650 | $250 | 1% |
| 874E20000 LONGITUDINAL JOINT PREPARATION | 7,340 FT | $2.00 | $0.75 | 1% |
| 621E00100 RPM | 335 EACH | $42.00 | $42.00 | 1% |
| 608E52000 CURB RAMP | 446 SF | $30.00 | $30.00 | 1% |
| 253E01000 PAVEMENT REPAIR | 200 SY | $65.00 | $170 | 1% |
| 209E60200 LINEAR GRADING | 437 STA | $25.00 | $45.00 | 1% |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 1.39 MILE | $7,500 | $5,800 | 1% |
| Item | Quantity | R1Barbicas Construction Company INC | R2B & G Trucking & Construction INC |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $500 | $1,500 |
| 202E23000 PAVEMENT REMOVED | 640 SY | $15.00 | $2.00 |
| 202E23500 WEARING COURSE REMOVED | 396 SY | $5.00 | $8.00 |
| 202E30000 WALK REMOVED | 570 SF | $5.00 | $5.00 |
| 202E98100 REMOVAL MISC.: BARRIER REFLECTOR | 3 EACH | $50.00 | $50.00 |
| 203E10000 EXCAVATION | 149 CY | $50.00 | $75.00 |
| 203E10000 |
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 →
| 34 CY |
| $40.00 |
| $25.00 |
| 203E10000 EXCAVATION (FOR WALK OR CURB RAMP INSTALLATION) | 1 CY | $150 | $100 |
| 203E20000 EMBANKMENT | 63 CY | $75.00 | $70.00 |
| 203E35110 GRANULAR MATERIAL, TYPE B | 10 CY | $75.00 | $75.00 |
| 204E10000 SUBGRADE COMPACTION | 641 SY | $5.00 | $3.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 10 CY | $50.00 | $75.00 |
| 204E45000 PROOF ROLLING | 1 HOUR | $100 | $150 |
| 204E50000 GEOTEXTILE FABRIC | 32 SY | $10.00 | $10.00 |
| 608E10000 4" CONCRETE WALK | 140 SF | $10.00 | $25.00 |
| 623E39501 MONUMENT ASSEMBLY ADJUSTED TO GRADE, AS PER PLAN | 7 EACH | $1,200 | $1,500 |
| 690E12060 SPECIAL - PAVEMENT OVERLAY FABRIC COMPOSITE | 349 SY | $25.00 | $39.05 |
| 690E21000 SPECIAL - AS-BUILT CONSTRUCTION RECORD DRAWINGS | 1 LS | $4,000 | $4,300 |
| 690E98400 SPECIAL - SURVEY CONTROL VERIFICATION | 1 LS | $3,000 | $4,300 |
| 654E11000 COMMERCIAL FERTILIZER | 1.73 TON | $250 | $450 |
| 659E00300 TOPSOIL | 71 CY | $55.00 | $75.00 |
| 659E10000 SEEDING AND MULCHING | 12,781 SY | $0.60 | $1.85 |
| 659E14000 REPAIR SEEDING AND MULCHING | 32 SY | $1.90 | $1.50 |
| 659E31000 LIME | 2.64 ACRE | $75.00 | $25.00 |
| 659E35000 WATER | 69 MGAL | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 |
| 611E06400 15" CONDUIT, TYPE D | 14 FT | $180 | $100 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 10 EACH | $600 | $2,000 |
| 611E98634 CATCH BASIN RECONSTRUCTED TO GRADE | 3 EACH | $1,500 | $2,500 |
| 611E99820 SPECIAL - MISCELLANEOUS METAL | 1,300 LB | $1.50 | $3.00 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 1,525 FT | $3.50 | $2.00 |
| 304E20000 AGGREGATE BASE (FOR PAVEMENT REPAIR) | 34 CY | $50.00 | $40.00 |
| 411E10000 STABILIZED CRUSHED AGGREGATE (T=2") | 8 CY | $100 | $116 |
| 411E10000 STABILIZED CRUSHED AGGREGATE (T=8") | 22 CY | $100 | $100 |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 4 CY | $650 | $1,620 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 5 EACH | $120 | $1,000 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 269 EACH | $6.00 | $11.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 11 EACH | $65.00 | $65.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 11 FT | $55.00 | $55.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 2 EACH | $85.00 | $85.00 |
| 646E10400 STOP LINE | 70 FT | $20.00 | $15.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 50 HOUR | $100 | $80.00 |
| 614E12460 WORK ZONE MARKING SIGN | 18 EACH | $100 | $108 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $150 | $750 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 4 SNMT | $900 | $1,050 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 4.14 MILE | $1,350 | $975 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 4.14 MILE | $1,350 | $975 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 0.12 MILE | $7,500 | $5,000 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 8.28 MILE | $1,200 | $600 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 58 FT | $5.00 | $4.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 58 FT | $5.00 | $4.00 |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $950 | $2,500 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $4,000 | $4,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 2,729 CY | $245 | $669k | 47% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (T=1.5") | 64,614 SY | $2 | $129k | 9% |
| 624E10000 MOBILIZATION | 1 LS | $85,000 | $85k | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $70,000 | $70k | 5% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 540 CY | $70 | $38k | 3% |
| 646E10010 EDGE LINE, 6" | 8.28 MILE | $3,750 | $31k | 2% |
| 408E10001 PRIME COAT, AS PER PLAN | 3,887 GAL | $7 | $27k | 2% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 94 CY | $275 | $26k | 2% |
| 407E20000 NON-TRACKING TACK COAT | 5,925 GAL | $3.75 | $22k | 2% |
| 251E01000 PARTIAL DEPTH PAVEMENT REPAIR (441) | 800 SY | $26 | $21k | 1% |