Mah-US 422/SR 616-07.58/03.81
Mahoning County · est $2.3M
Bid dateThursday, February 13—
Mahoning County · est $2.3M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 105 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Karvo Companies INC | R3Shelly Company | % of bid |
|---|---|---|---|---|---|
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 3,637 CY | $186 | $220 | $212 | 40% |
| 611E95601 12' X 4' CONDUIT, TYPE A, 706.05, AS PER PLAN (DES | 98 FT | $1,857 | $1,560 | $1,460 | 11% |
| 609E18001 COMBINATION CURB AND GUTTER, TYPE 3, AS PER PLAN | 2,220 FT | $55.00 | $75.00 | $118 | 7% |
| 624E10000 MOBILIZATION | 1 LS | $90,000 | $130,000 | $100,000 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $86,395 | $139,963 | $276,500 | 5% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (T=1.5") | 87,167 SY | $0.80 | $1.50 | $1.50 | 4% |
| 305E13010 9" CONCRETE BASE, CLASS QC 1P | 587 SY | $87.00 |
| Item | Quantity | R1Shelly & Sands INC | R2Karvo Companies INC | R3Shelly Company |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $3,000 | $7,000 | $7,000 |
| 202E23000 PAVEMENT REMOVED | 587 SY | $15.00 | $31.75 | $31.75 |
| 202E23500 WEARING COURSE REMOVED | 120 SY | $19.00 | $4.00 | $40.00 |
| 202E30000 WALK REMOVED | 524 SF | $12.50 | $15.00 | $6.75 |
| 202E32000 CURB REMOVED | 60 FT | $25.00 | $25.00 | $7.50 |
| 202E32700 GUTTER REMOVED | 190 SY | $22.63 |
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 →
| $92.00 |
| $92.00 |
| 3% |
| 255E12000 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 200 SY | $250 | $175 | $285 | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $44,700 | $25,000 | $25,000 | 3% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 9 CY | $4,480 | $3,400 | $3,400 | 2% |
| 614E11300 SPECIAL - WORK ZONE TRAFFIC SIGNAL | 5 EACH | $8,000 | $8,000 | $8,000 | 2% |
| 253E01000 PAVEMENT REPAIR | 400 SY | $96.00 | $135 | $175 | 2% |
| 251E01000 PARTIAL DEPTH PAVEMENT REPAIR (441) | 800 SY | $45.00 | $40.00 | $80.00 | 2% |
| 621E00100 RPM | 586 EACH | $46.00 | $40.00 | $41.50 | 2% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 15 CY | $1,605 | $1,825 | $1,825 | 1% |
| 407E20000 NON-TRACKING TACK COAT | 7,876 GAL | $3.05 | $2.75 | $2.50 | 1% |
| 202E11001 STRUCTURE REMOVED, AS PER PLAN | 1 LS | $19,000 | $72,000 | $72,000 | 1% |
| 202E32500 CURB AND GUTTER REMOVED | 2,000 FT | $9.00 | $12.00 | $12.75 | 1% |
| 632E26501 DETECTOR LOOP, AS PER PLAN | 6 EACH | $3,000 | $3,000 | $1,350 | 1% |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $3,000 | $2,500 | $3,000 | 1% |
| $12.00 |
| $31.33 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 24 FT | $20.00 | $15.00 | $15.00 |
| 202E38000 GUARDRAIL REMOVED | 533 FT | $2.00 | $7.00 | $2.00 |
| 202E98100 REMOVAL MISC.: INSPECTION WELL | 1 EACH | $520 | $200 | $200 |
| 202E98200 REMOVAL MISC.: CONDUIT | 10 FT | $20.00 | $15.00 | $15.00 |
| 203E10000 EXCAVATION | 167 CY | $20.00 | $40.00 | $40.00 |
| 203E10000 EXCAVATION (FOR PAVEMENT REPAIR) | 34 CY | $74.00 | $25.00 | $50.00 |
| 203E10000 EXCAVATION (FOR WALK OR CURB RAMP INSTALLATION) | 3 CY | $150 | $25.00 | $25.00 |
| 203E20000 EMBANKMENT | 423 CY | $27.55 | $42.00 | $42.00 |
| 203E20001 EMBANKMENT, AS PER PLAN | 3 CY | $95.25 | $50.00 | $50.00 |
| 204E10000 SUBGRADE COMPACTION | 813 SY | $4.00 | $3.75 | $3.75 |
| 209E60200 LINEAR GRADING | 38 STA | $130 | $190 | $100 |
| 606E15050 GUARDRAIL, TYPE MGS | 406.25 FT | $23.20 | $23.00 | $23.20 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B | 2 EACH | $2,580 | $2,575 | $2,580 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 1 EACH | $2,960 | $2,650 | $2,960 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,495 | $1,375 | $1,495 |
| 608E10000 4" CONCRETE WALK | 483 SF | $9.50 | $15.00 | $25.00 |
| 608E52000 CURB RAMP | 240 SF | $22.00 | $25.00 | $27.00 |
| 623E39500 MONUMENT ASSEMBLY ADJUSTED TO GRADE | 8 EACH | $120 | $1,750 | $1,600 |
| 690E91000 SPECIAL - AS-BUILT CONSTRUCTION PLANS | 1 LS | $3,000 | $1,000 | $10,000 |
| 690E98400 SPECIAL - SURVEY CONTROL VERIFICATION | 1 LS | $3,000 | $5,000 | $3,500 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 1 EACH | $245 | $265 | $245 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 3 CY | $514 | $195 | $450 |
| 659E10000 SEEDING AND MULCHING | 1,127 SY | $3.00 | $5.00 | $5.00 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 | $1.00 |
| 611E00900 6" CONDUIT, TYPE B | 30 FT | $14.50 | $10.00 | $10.00 |
| 611E01400 6" CONDUIT, TYPE E | 30 FT | $12.00 | $10.00 | $10.00 |
| 611E01500 6" CONDUIT, TYPE F | 30 FT | $13.00 | $10.00 | $10.00 |
| 611E04400 12" CONDUIT, TYPE B, 706.02 | 37 FT | $227 | $265 | $265 |
| 611E97400 CONDUIT, MISC.: TYPE B FOR DRAINAGE DISCHARGE CONT | 10 FT | $37.00 | $10.00 | $10.00 |
| 611E97400 CONDUIT, MISC.: TYPE C FOR DRAINAGE DISCHARGE CONT | 10 FT | $37.00 | $10.00 | $10.00 |
| 611E97400 CONDUIT, MISC.: TYPE E FOR DRAINAGE DISCHARGE CONT | 10 FT | $37.00 | $10.00 | $10.00 |
| 611E97400 CONDUIT, MISC.: TYPE F FOR DRAINAGE DISCHARGE CONT | 10 FT | $37.00 | $10.00 | $10.00 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 6 EACH | $1,500 | $1,500 | $1,500 |
| 611E98634 CATCH BASIN RECONSTRUCTED TO GRADE | 2 EACH | $2,000 | $2,000 | $2,000 |
| 611E99655 MANHOLE ADJUSTED TO GRADE, AS PER PLAN | 2 EACH | $2,200 | $2,200 | $2,200 |
| 611E99720 INSPECTION WELL | 1 EACH | $2,000 | $1,000 | $3,500 |
| 611E99820 SPECIAL - MISCELLANEOUS METAL | 2,400 LB | $3.00 | $3.00 | $3.00 |
| 304E20000 AGGREGATE BASE | 100 CY | $85.00 | $145 | $145 |
| 304E20000 AGGREGATE BASE (FOR PAVEMENT REPAIR) | 34 CY | $65.00 | $25.00 | $60.00 |
| 408E10001 PRIME COAT, AS PER PLAN | 667 GAL | $3.50 | $5.00 | $5.00 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 19 CY | $124 | $25.00 | $125 |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (58 CY | $300 | $275 | $485 |
| 609E26000 CURB, TYPE 6 | 30 FT | $35.00 | $60.00 | $50.00 |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 70 CY | $105 | $75.00 | $125 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 3 EACH | $200 | $2,000 | $1,600 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 469 EACH | $5.00 | $1.00 | $4.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 10 EACH | $12.40 | $11.00 | $12.40 |
| 646E10010 EDGE LINE, 6" | 6.4 MILE | $2,800 | $2,800 | $2,800 |
| 646E10110 LANE LINE, 6" | 5.12 MILE | $1,250 | $1,250 | $1,250 |
| 646E10200 CENTER LINE | 3.2 MILE | $3,970 | $3,970 | $3,970 |
| 646E10310 CHANNELIZING LINE, 12" | 580 FT | $1.65 | $1.65 | $1.65 |
| 646E10400 STOP LINE | 118 FT | $12.50 | $12.50 | $12.50 |
| 646E10520 CROSSWALK LINE, 24" | 161 FT | $12.50 | $12.50 | $12.50 |
| 646E20300 LANE ARROW | 14 EACH | $175 | $175 | $175 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 9 CY | $245 | $25.00 | $20.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 100 HOUR | $90.00 | $100 | $100 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,680 | $3,500 | $3,500 |
| 614E12460 WORK ZONE MARKING SIGN | 6 EACH | $85.00 | $85.00 | $85.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 5 CY | $300 | $200 | $120 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BI-DIRECTIONAL | 16 EACH | $7.50 | $7.50 | $7.50 |
| 614E13312 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 12 EACH | $8.50 | $8.50 | $8.50 |
| 614E13360 OBJECT MARKER, TWO WAY | 28 EACH | $17.50 | $17.50 | $17.50 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 16 SNMT | $800 | $800 | $800 |
| 614E20010 WORK ZONE LANE LINE, CLASS I, 6" | 5.12 MILE | $750 | $750 | $750 |
| 614E20110 WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | 1.02 MILE | $750 | $750 | $950 |
| 614E20210 WORK ZONE LANE LINE, CLASS I, 6", 740.06, TYPE I | 0.12 MILE | $3,250 | $3,250 | $12,000 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 5.16 MILE | $750 | $750 | $750 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 3.2 MILE | $1,250 | $1,250 | $950 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 0.5 MILE | $1,250 | $1,250 | $2,000 |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.47 MILE | $17,750 | $17,750 | $12,000 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 3.22 MILE | $1,250 | $1,250 | $950 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 0.83 MILE | $850 | $850 | $900 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 1.46 MILE | $10,000 | $10,000 | $6,000 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 6.4 MILE | $850 | $850 | $750 |
| 614E23010 WORK ZONE CHANNELIZING LINE, CLASS I, 12" | 580 FT | $0.85 | $0.85 | $2.00 |
| 614E23410 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 740.06, | 1,120 FT | $5.75 | $5.75 | $7.00 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 580 FT | $0.85 | $0.85 | $2.00 |
| 614E24402 WORK ZONE DOTTED LINE, CLASS I, 6", 740.06, TYPE I | 2,640 FT | $1.00 | $1.00 | $3.00 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 166 FT | $3.50 | $3.50 | $5.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 118 FT | $3.50 | $3.50 | $5.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $2,000 | $1,000 | $5,500 |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 30 SY | $86.00 | $100 | $660 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 700 FT | $16.00 | $26.50 | $26.50 |
| 203E10000 EXCAVATION FOR MAINTAINING TRAFFIC | 6 CY | $70.00 | $25.00 | $500 |
| 203E20000 EMBANKMENT FOR MAINTAINING TRAFFIC | 6 CY | $40.50 | $25.00 | $500 |
| 614E40051 BUSINESS ENTRANCE SIGN, AS PER PLAN | 1 EACH | $400 | $175 | $500 |
| 203E10000 EXCAVATION | 87 CY | $35.00 | $30.00 | $30.00 |
| 203E35110 GRANULAR MATERIAL, TYPE B, 703.16 | 87 CY | $79.00 | $50.00 | $50.00 |
| 204E50000 GEOTEXTILE FABRIC, TYPE D | 174 SY | $3.75 | $5.00 | $5.00 |
| 503E21300 UNCLASSIFIED EXCAVATION, (WINGWALL FOOTING) | 1 LS | $2,325 | $8,750 | $8,750 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 3,534 LB | $2.75 | $3.00 | $3.00 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $1,920 | $3,000 | $3,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 49 SY | $50.00 | $60.00 | $60.00 |
| 512E33000 TYPE 2 WATERPROOFING | 176 SY | $28.00 | $50.00 | $50.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 15 SF | $0.25 | $20.00 | $20.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 5 CY | $600 | $200 | $200 |
| 601E32110 ROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FIL | 23 CY | $255 | $125 | $125 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $7,000 | $10,000 | $15,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $10,000 | $11,334 | $15,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 3,637 CY | $186 | $676k | 33% |
| 611E95601 12' X 4' CONDUIT, TYPE A, 706.05, AS PER PLAN (DES | 98 FT | $1,857 | $182k | 9% |
| 609E18001 COMBINATION CURB AND GUTTER, TYPE 3, AS PER PLAN | 2,220 FT | $55 | $122k | 6% |
| 624E10000 MOBILIZATION | 1 LS | $90,000 | $90k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $86,395 | $86k | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (T=1.5") | 87,167 SY | $0.8 | $70k | 3% |
| 305E13010 9" CONCRETE BASE, CLASS QC 1P | 587 SY | $87 | $51k | 2% |
| 255E12000 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 200 SY | $250 | $50k | 2% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $44,700 | $45k | 2% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 9 CY | $4,480 | $40k | 2% |