Asd-US 250-12.74
Ashland County · est $2.2M
Bid dateThursday, March 17—
Ashland County · est $2.2M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 8.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 117 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Digioia-suburban Excavating LLC | R3Trucco Construction CO INC | % of bid |
|---|---|---|---|---|---|
| 302E46000 ASPHALT CONCRETE BASE, PG64-22 | 1,342 CY | $155 | $165 | $155 | 14% |
| 442E10001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 536 CY | $235 | $402 | $235 | 9% |
| 832E30000 EROSION CONTROL | 107,121 EACH | $1.00 | $1.00 | $1.00 | 7% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 1,333 SY | $73.00 | $46.00 | $97.50 | 7% |
| 304E20000 AGGREGATE BASE | 1,898 CY |
| Item | Quantity | R1Shelly & Sands INC | R2Digioia-suburban Excavating LLC | R3Trucco Construction CO INC |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $12,000 | $10,500 | $2,500 |
| 202E20010 HEADWALL REMOVED | 1 EACH | $930 | $3,500 | $1,054 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 101 FT | $8.00 | $12.00 | $14.45 |
| 202E53100 MAILBOX REMOVED | 1 EACH | $230 | $125 | $25.00 |
| 202E58100 CATCH BASIN REMOVED | 1 EACH | $270 | $600 | $650 |
| 203E10000 EXCAVATION |
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 →
| $50.00 |
| $49.00 |
| $96.85 |
| 7% |
| 611E54000 87" X 136" CONDUIT, TYPE A, 706.04 | 55 FT | $1,700 | $1,800 | $2,392 | 7% |
| 609E54001 6" CONCRETE TRAFFIC ISLAND, AS PER PLAN | 1,220 SY | $76.00 | $85.00 | $106 | 6% |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 425 CY | $205 | $247 | $205 | 6% |
| 203E20000 EMBANKMENT | 4,585 CY | $16.00 | $17.50 | $23.40 | 5% |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 2,064 FT | $31.00 | $25.00 | $22.85 | 4% |
| 452E14011 10" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P, | 506 SY | $114 | $125 | $103 | 4% |
| 202E23000 PAVEMENT REMOVED | 10,311 SY | $5.00 | $4.00 | $9.81 | 4% |
| 625E25600 CONDUIT, 4", 725.04 | 974 FT | $49.00 | $55.00 | $45.91 | 3% |
| 605E06000 4" BASE PIPE UNDERDRAINS | 3,852 FT | $12.00 | $8.00 | $10.25 | 3% |
| 609E26000 CURB, TYPE 6 | 2,121 FT | $19.00 | $20.00 | $12.00 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $45,000 | $59,637 | 3% |
| 204E10000 SUBGRADE COMPACTION | 10,014 SY | $3.00 | $2.00 | $1.39 | 2% |
| 659E00300 TOPSOIL | 1,307 CY | $22.00 | $35.00 | $16.25 | 2% |
| 625E10490 LIGHT POLE, CONVENTIONAL, DESIGN AT10B40 | 8 EACH | $3,300 | $3,445 | $3,112 | 2% |
| 625E24320 1-1/2" DUCT CABLE WITH THREE NO. 4 AWG 2400 VOLT C | 2,129 FT | $11.00 | $13.20 | $10.63 | 2% |
| 2,397 CY |
| $7.00 |
| $20.00 |
| $16.20 |
| 204E45000 PROOF ROLLING | 5 HOUR | $229 | $200 | $300 |
| 204E50000 GEOTEXTILE FABRIC | 601 SY | $2.00 | $1.50 | $1.68 |
| 623E38500 MONUMENT ASSEMBLY | 3 EACH | $1,650 | $990 | $1,363 |
| 623E40000 MONUMENT ASSEMBLY REMOVED AND RESET | 2 EACH | $1,400 | $850 | $1,164 |
| 690E50000 SPECIAL - MAILBOX SUPPORT | 1 EACH | $250 | $200 | $500 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 11 SY | $140 | $120 | $241 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 101 SY | $60.00 | $120 | $112 |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 37 CY | $82.00 | $95.00 | $161 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $101 | $200 | $100 |
| 659E10000 SEEDING AND MULCHING | 10,124 SY | $1.00 | $2.00 | $0.90 |
| 659E14000 REPAIR SEEDING AND MULCHING | 506 SY | $1.00 | $0.50 | $0.90 |
| 659E15000 INTER-SEEDING | 506 SY | $1.00 | $0.20 | $0.90 |
| 659E20000 COMMERCIAL FERTILIZER | 1.41 TON | $685 | $660 | $800 |
| 659E31000 LIME | 2.09 ACRE | $160 | $40.00 | $80.00 |
| 659E35000 WATER | 56 MGAL | $1.00 | $2.00 | $1.00 |
| 670E00500 SLOPE EROSION PROTECTION | 1,563 SY | $1.50 | $2.50 | $2.00 |
| 670E00700 DITCH EROSION PROTECTION | 84 SY | $2.00 | $4.00 | $5.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $1,000 | $2,500 | $2,000 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $5,200 | $6,500 | $7,780 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $8,300 | $8,500 | $10,757 |
| 602E20000 CONCRETE MASONRY | 5.1 CY | $2,200 | $2,900 | $1,380 |
| 605E05200 4" UNCLASSIFIED PIPE UNDERDRAINS | 251 FT | $17.00 | $15.00 | $13.20 |
| 605E31100 AGGREGATE DRAINS | 100 FT | $9.00 | $20.00 | $15.00 |
| 611E00406 4" CONDUIT, TYPE F | 348 FT | $17.00 | $25.00 | $21.75 |
| 611E04600 12" CONDUIT, TYPE C | 259 FT | $70.00 | $60.00 | $65.35 |
| 611E05900 15" CONDUIT, TYPE B | 81 FT | $79.00 | $120 | $152 |
| 611E06100 15" CONDUIT, TYPE C | 6 FT | $157 | $82.00 | $310 |
| 611E98180 CATCH BASIN, NO. 3A | 2 EACH | $3,200 | $3,000 | $3,028 |
| 611E98470 CATCH BASIN, NO. 2-2B | 2 EACH | $2,600 | $1,850 | $2,645 |
| 611E99574 MANHOLE, NO. 3 | 3 EACH | $4,200 | $2,800 | $3,843 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 6 EACH | $360 | $300 | $275 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (T = 1.5") | 4,111 SY | $2.75 | $5.20 | $2.75 |
| 407E10000 TACK COAT | 1,793 GAL | $2.00 | $2.50 | $2.00 |
| 408E10000 PRIME COAT | 470 GAL | $6.00 | $3.50 | $6.00 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 29 CY | $82.00 | $85.00 | $171 |
| 452E12010 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 108 SY | $107 | $95.00 | $86.89 |
| 609E18001 COMBINATION CURB AND GUTTER, TYPE 3, AS PER PLAN | 235 FT | $49.00 | $30.00 | $21.60 |
| 609E57001 8" CONCRETE TRAFFIC ISLAND, AS PER PLAN | 83 SY | $110 | $110 | $129 |
| 609E98000 CURB, MISC.: MOUNTABLE TRUCK APRON | 346 FT | $29.00 | $28.00 | $13.60 |
| 638E10400 FIRE HYDRANT ADJUSTED TO GRADE | 2 EACH | $2,900 | $850 | $1,086 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 3 EACH | $820 | $120 | $285 |
| 625E00450 CONNECTION, FUSED PULL APART | 30 EACH | $79.00 | $106 | $74.36 |
| 625E00480 CONNECTION, UNFUSED PERMANENT | 30 EACH | $122 | $104 | $115 |
| 625E10490 LIGHT POLE, CONVENTIONAL, DESIGN AT15B40 | 1 EACH | $3,350 | $3,445 | $3,160 |
| 625E10490 LIGHT POLE, CONVENTIONAL, DESIGNAT6B40 | 5 EACH | $3,300 | $3,215 | $3,080 |
| 625E14100 LIGHT POLE FOUNDATION, 24" X 8' DEEP | 14 EACH | $1,300 | $1,500 | $1,225 |
| 625E23200 NO. 4 AWG 2400 VOLT DISTRIBUTION CABLE | 909 FT | $3.00 | $3.25 | $3.09 |
| 625E23400 NO. 10 AWG POLE AND BRACKET CABLE | 1,474 FT | $3.00 | $1.20 | $2.93 |
| 625E25500 CONDUIT, 3", 725.04 | 263 FT | $38.00 | $45.00 | $36.11 |
| 625E26251 LUMINAIRE, CONVENTIONAL, AS PER PLAN AS PER PLAN | 15 EACH | $640 | $475 | $606 |
| 625E29000 TRENCH | 2,090 FT | $9.00 | $5.30 | $8.04 |
| 625E30700 PULL BOX, 725.08, 18" | 6 EACH | $969 | $1,042 | $916 |
| 625E30706 PULL BOX, 725.08, 24" | 6 EACH | $1,130 | $1,185 | $1,066 |
| 625E31510 PULL BOX REMOVED | 2 EACH | $220 | $355 | $206 |
| 625E32000 GROUND ROD | 16 EACH | $370 | $185 | $350 |
| 625E34001 POWER SERVICE, AS PER PLAN | 1 EACH | $7,150 | $4,950 | $6,757 |
| 625E36010 UNDERGROUND WARNING/MARKING TAPE | 2,090 FT | $1.50 | $0.30 | $1.44 |
| 625E40000 SPECIAL - MAINTAIN EXISTING LIGHTING | 1 LS | $12,700 | $1,050 | $12,009 |
| 625E75400 LIGHT POLE REMOVED | 4 EACH | $320 | $560 | $300 |
| 625E75500 LIGHT POLE FOUNDATION REMOVED | 4 EACH | $320 | $485 | $303 |
| 625E75506 LUMINAIRE REMOVED | 4 EACH | $53.00 | $80.00 | $50.00 |
| 625E75510 POWER SERVICE REMOVED | 1 EACH | $320 | $215 | $300 |
| 625E75800 DISCONNECT CIRCUIT | 1 EACH | $106 | $108 | $100 |
| 625E76000 ARC FLASH CALCULATIONS AND LABEL AS PER PLAN | 1 EACH | $340 | $1,800 | $320 |
| 625E98200 LIGHTING, MISC.: UNDERGROUND CIRCUIT REMOVED | 1 LS | $2,115 | $78.00 | $2,000 |
| 621E00100 RPM | 39 EACH | $60.00 | $97.00 | $180 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 39 EACH | $13.00 | $11.00 | $19.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 36.5 FT | $13.00 | $9.50 | $9.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 623 FT | $15.00 | $11.50 | $11.00 |
| 630E08600 SIGN POST REFLECTOR | 9 EACH | $48.00 | $47.00 | $45.00 |
| 630E80100 SIGN, FLAT SHEET | 241.9 SF | $17.00 | $15.00 | $14.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 50 EACH | $11.00 | $25.80 | $25.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 23 EACH | $64.00 | $80.00 | $75.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 42 EACH | $16.00 | $30.00 | $30.00 |
| 644E00100 EDGE LINE, 4" | 0.93 MILE | $5,100 | $3,700 | $2,800 |
| 644E00300 CENTER LINE | 0.56 MILE | $8,500 | $7,400 | $5,300 |
| 644E00400 CHANNELIZING LINE, 8" | 338 FT | $3.00 | $3.00 | $0.95 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 260 FT | $6.00 | $9.50 | $5.50 |
| 644E00720 CHEVRON MARKING | 68 FT | $6.00 | $9.50 | $5.50 |
| 644E01300 LANE ARROW | 4 EACH | $160 | $175 | $120 |
| 644E01500 DOTTED LINE, 4" | 986 FT | $3.00 | $2.30 | $3.00 |
| 644E20800 YIELD LINE | 71 FT | $11.00 | $37.00 | $15.00 |
| 632E90100 REMOVAL OF TRAFFIC SIGNAL INSTALLATION | 1 EACH | $5,000 | $1,930 | $4,816 |
| 657E10001 RIPRAP FOR TREE PROTECTION, AS PER PLAN | 601 SY | $11.00 | $20.00 | $20.37 |
| 661E00500 MULCH | 8 CY | $95.00 | $50.00 | $105 |
| 661E19000 DECIDUOUS SHRUB, 12" HEIGHT AS PER PLAN | 28 EACH | $89.00 | $105 | $175 |
| 661E30060 EVERGREEN SHRUB, 2' HEIGHT AS PER PLAN | 6 EACH | $150 | $155 | $175 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 20 CY | $106 | $85.00 | $132 |
| 410E13000 TRAFFIC COMPACTED SURFACE, TYPE C | 20 CY | $88.00 | $89.00 | $132 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 100 HOUR | $74.00 | $89.00 | $89.00 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $1,950 | $1,995 | $1,900 |
| 614E12420 DETOUR SIGNING | 1 LS | $9,400 | $9,800 | $9,425 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $264 | $250 | $301 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, ONE WAY | 43 EACH | $10.00 | $8.50 | $8.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 43 EACH | $18.00 | $16.00 | $15.00 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 1.6 MILE | $2,000 | $4,950 | $1,400 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.56 MILE | $1,700 | $3,230 | $1,200 |
| 614E22100 WORK ZONE EDGE LINE, CLASS I, 4", 642 PAINT | 0.75 MILE | $1,400 | $2,480 | $850 |
| 614E22350 WORK ZONE EDGE LINE, CLASS III, 4", 642 PAINT | 0.93 MILE | $1,100 | $1,200 | $750 |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 338 FT | $1.00 | $1.10 | $0.85 |
| 614E24610 WORK ZONE DOTTED LINE, CLASS III, 4", 642 PAINT | 986 FT | $0.75 | $1.50 | $2.00 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 23 FT | $4.00 | $4.00 | $3.00 |
| 614E30200 WORK ZONE ARROW, CLASS I, 642 PAINT | 6 EACH | $79.00 | $93.00 | $50.00 |
| 614E30650 WORK ZONE ARROW, CLASS III, 642 PAINT | 4 EACH | $74.00 | $67.00 | $50.00 |
| 614E98100 WORK ZONE PAVEMENT MARKING, MISC.: YIELD LINE, CLA | 71 FT | $5.00 | $3.00 | $3.00 |
| 616E10000 WATER | 25 MGAL | $42.00 | $40.00 | $70.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,970 FT | $7.00 | $36.00 | $15.60 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $11,295 | $15,500 | $14,346 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $20,000 | $35,000 | $17,325 |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $3,000 | $2,300 | $2,500 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $10,000 | $30,000 | $12,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 302E46000 ASPHALT CONCRETE BASE, PG64-22 | 1,342 CY | $155 | $208k | 11% |
| 442E10001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 536 CY | $235 | $126k | 6% |
| 832E30000 EROSION CONTROL | 107,121 EACH | $1 | $107k | 5% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 1,333 SY | $73 | $97k | 5% |
| 304E20000 AGGREGATE BASE | 1,898 CY | $50 | $95k | 5% |
| 611E54000 87" X 136" CONDUIT, TYPE A, 706.04 | 55 FT | $1,700 | $94k | 5% |
| 609E54001 6" CONCRETE TRAFFIC ISLAND, AS PER PLAN | 1,220 SY | $76 | $93k | 5% |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 425 CY | $205 | $87k | 4% |
| 203E20000 EMBANKMENT | 4,585 CY | $16 | $73k | 4% |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 2,064 FT | $31 | $64k | 3% |