Bel-SR 149-08.15 (Part 1 and Part 2)
Belmont County · est $1.2M
Bid dateThursday, June 16—
Belmont County · est $1.2M
Published by ODOT on this contract’s Proposal PDF · EDGE Goal: 5.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 106 more items below.
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Shelly & Sands INC | R3Alan Stone CO INC | R4Litman Excavating INC | % of bid |
|---|---|---|---|---|---|---|
| 507E00200 STEEL PILES HP12X53, FURNISHED | 1,260 FT | $50.00 | $53.00 | $55.50 | $46.90 | 11% |
| 507E00200 STEEL PILES HP12X53, FURNISHED | 1,040 FT | $50.00 | $53.00 | $55.00 | $46.90 | 9% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $40,000 | $37,000 | $40,000 | $31,625 | 7% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 500 CY | $75.00 | $40.00 | $15.00 | $31.77 | 6% |
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Shelly & Sands INC | R3Alan Stone CO INC | R4Litman Excavating INC |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $4,500 | $2,500 | $10,000 | $3,450 |
| 202E23000 PAVEMENT REMOVED | 562 SY | $30.00 | $30.00 | $31.50 | $10.05 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 15 FT | $35.00 | $14.00 | $58.00 | $50.32 |
| 202E38000 GUARDRAIL REMOVED | 295 FT | $4.00 | $2.00 | $2.50 | $2.30 |
| 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 →
| 304E20000 AGGREGATE BASE | 361 CY | $100 | $95.00 | $103 | $67.17 | 6% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 145 CY | $240 | $298 | $376 | $468 | 6% |
| 507E00200 STEEL PILES HP12X53, FURNISHED | 650 FT | $50.00 | $53.00 | $55.50 | $57.50 | 6% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 357 CY | $75.00 | $45.00 | $15.00 | $31.77 | 5% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,400 SF | $19.00 | $24.00 | $30.00 | $22.52 | 5% |
| 507E00200 STEEL PILES HP12X53, FURNISHED | 515 FT | $50.00 | $53.00 | $57.00 | $46.90 | 4% |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 108 CY | $225 | $220 | $200 | $442 | 4% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 360 FT | $67.00 | $72.00 | $55.00 | $58.29 | 4% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 792 FT | $30.00 | $37.00 | $47.00 | $56.87 | 4% |
| 606E15151 GUARDRAIL, TYPE MGS HALF POST SPACING, AS PER PLAN | 550 FT | $40.00 | $37.40 | $37.40 | $43.01 | 4% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,000 SF | $20.00 | $23.00 | $23.50 | $22.52 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $40,000 | $30,000 | $28,750 | 3% |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 283 FT | $70.00 | $60.00 | $57.00 | $40.25 | 3% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 260 FT | $75.00 | $70.00 | $52.00 | $67.52 | 3% |
| 619E16010 FIELD OFFICE, TYPE B | 12 MNTH | $1,500 | $2,800 | $500 | $1,150 | 3% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 676 FT | $25.00 | $32.00 | $48.00 | $52.08 | 3% |
| 37 CY |
| $28.00 |
| $11.00 |
| $18.00 |
| $25.49 |
| 203E20000 EMBANKMENT | 40 CY | $25.00 | $25.00 | $23.00 | $21.81 |
| 203E20001 EMBANKMENT, AS PER PLAN | 279 CY | $50.00 | $35.00 | $98.00 | $81.91 |
| 204E10000 SUBGRADE COMPACTION | 594 SY | $3.00 | $4.00 | $3.00 | $4.88 |
| 606E15151 GUARDRAIL, TYPE MGS HALF POST SPACING, AS PER PLAN | 225 FT | $30.00 | $27.80 | $27.80 | $31.97 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 1 EACH | $1,600 | $1,520 | $1,520 | $1,748 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 4 EACH | $1,500 | $1,415 | $1,415 | $1,627 |
| 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | 1 EACH | $200 | $160 | $160 | $184 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 1 EACH | $300 | $265 | $347 | $305 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $300 | $98.00 | $128 | $690 |
| 659E00300 TOPSOIL | 51 CY | $40.00 | $55.00 | $32.50 | $8.03 |
| 659E10000 SEEDING AND MULCHING | 463 SY | $5.00 | $6.90 | $9.00 | $7.90 |
| 659E14000 REPAIR SEEDING AND MULCHING | 23 SY | $5.00 | $0.68 | $0.90 | $0.78 |
| 659E20000 COMMERCIAL FERTILIZER | 0.06 TON | $15,000 | $902 | $1,200 | $1,037 |
| 659E31000 LIME | 0.1 ACRE | $9,000 | $147 | $192 | $169 |
| 659E35000 WATER | 3 MGAL | $1.00 | $1.00 | $0.01 | $1.15 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 611E10400 24" CONDUIT, TYPE B | 12 FT | $300 | $200 | $450 | $184 |
| 611E98150 CATCH BASIN, NO. 3 | 1 EACH | $2,500 | $4,200 | $3,800 | $2,049 |
| 611E99711 PRECAST REINFORCED CONCRETE OUTLET, AS PER PLAN | 1 EACH | $500 | $250 | $264 | $1,270 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.25" DEPTH) | 590 SY | $6.00 | $13.00 | $20.00 | $14.95 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 42 CY | $225 | $298 | $370 | $343 |
| 304E20000 AGGREGATE BASE | 86 CY | $100 | $95.00 | $110 | $73.37 |
| 407E10000 TACK COAT | 108 GAL | $5.00 | $2.50 | $18.50 | $2.88 |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 39 CY | $300 | $498 | $440 | $573 |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (25 CY | $275 | $285 | $400 | $328 |
| 609E12001 COMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN | 200 FT | $75.00 | $105 | $79.50 | $40.25 |
| 621E00100 RPM | 14 EACH | $185 | $141 | $175 | $201 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 14 EACH | $20.00 | $12.00 | $7.00 | $23.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 6 EACH | $10.00 | $10.00 | $10.00 | $11.50 |
| 646E10010 EDGE LINE, 6" | 0.18 MILE | $15,000 | $6,445 | $14,200 | $16,330 |
| 646E10200 CENTER LINE | 0.09 MILE | $21,600 | $7,993 | $21,504 | $24,730 |
| 507E00200 STEEL PILES HP12X53, FURNISHED | 270 FT | $51.00 | $53.00 | $60.00 | $46.90 |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 169 FT | $45.00 | $55.00 | $50.00 | $69.49 |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 72 FT | $140 | $103 | $127 | $69.74 |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 103 CY | $105 | $70.00 | $15.00 | $31.77 |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 14 CY | $290 | $450 | $390 | $316 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 36 CY | $115 | $270 | $200 | $183 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 88 FT | $10.00 | $6.00 | $10.50 | $13.59 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 8 FT | $15.00 | $35.00 | $34.50 | $18.87 |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 197 FT | $40.00 | $67.00 | $50.50 | $57.60 |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 148 FT | $75.00 | $80.00 | $90.50 | $70.74 |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 542 SF | $24.00 | $28.00 | $25.50 | $20.96 |
| 407E10000 TACK COAT | 15 GAL | $5.00 | $2.50 | $26.00 | $4.60 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 10 CY | $150 | $120 | $127 | $69.00 |
| 410E13000 TRAFFIC COMPACTED SURFACE, TYPE C | 10 CY | $150 | $125 | $87.50 | $80.50 |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 10 CY | $400 | $498 | $500 | $573 |
| 614E12420 DETOUR SIGNING | 1 LS | $6,000 | $6,200 | $5,700 | $6,555 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $250 | $220 | $400 | $1,668 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.09 MILE | $6,600 | $6,550 | $6,550 | $7,533 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.18 MILE | $3,400 | $3,325 | $3,325 | $3,824 |
| 616E10000 WATER | 11 MGAL | $1.00 | $40.00 | $1.00 | $1.15 |
| 617E10100 COMPACTED AGGREGATE | 15 CY | $135 | $125 | $142 | $395 |
| 617E25000 WATER | 1 MGAL | $1.00 | $80.00 | $1.00 | $1.15 |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $5,000 | $6,300 | $15,000 | $8,625 |
| 202E23000 PAVEMENT REMOVED | 655 SY | $23.00 | $30.00 | $23.00 | $10.66 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 15 FT | $18.00 | $125 | $150 | $50.32 |
| 202E38000 GUARDRAIL REMOVED | 550 FT | $2.50 | $2.00 | $2.50 | $2.30 |
| 202E98000 REMOVAL MISC.: PILING REMOVED | 1 LS | $3,000 | $4,200 | $3,400 | $2,875 |
| 203E20000 EMBANKMENT | 244 CY | $32.00 | $25.00 | $12.50 | $21.81 |
| 204E10000 SUBGRADE COMPACTION | 745 SY | $5.00 | $8.00 | $4.00 | $4.05 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350 OR MASH 201 | 4 EACH | $3,000 | $2,860 | $2,860 | $3,289 |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 1,013 SY | $4.00 | $3.20 | $4.00 | $3.63 |
| 832E30000 EROSION CONTROL | 5,500 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 611E99711 PRECAST REINFORCED CONCRETE OUTLET, AS PER PLAN | 3 EACH | $500 | $275 | $264 | $1,220 |
| 407E10000 TACK COAT | 110 GAL | $5.00 | $2.50 | $18.50 | $4.60 |
| 408E10001 PRIME COAT, AS PER PLAN | 70 GAL | $8.00 | $15.00 | $17.50 | $17.25 |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 23 CY | $425 | $498 | $570 | $573 |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (32 CY | $315 | $285 | $523 | $328 |
| 621E00100 RPM | 19 EACH | $180 | $141 | $175 | $201 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 19 EACH | $25.00 | $25.00 | $5.50 | $23.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 16 EACH | $10.00 | $10.00 | $10.00 | $13.80 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 21 FT | $15.00 | $15.00 | $15.00 | $17.25 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 2 EACH | $70.00 | $70.00 | $70.00 | $86.25 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 2 EACH | $15.00 | $15.00 | $15.00 | $23.00 |
| 646E10010 EDGE LINE, 6" | 0.2 MILE | $17,400 | $6,445 | $17,400 | $20,010 |
| 646E10200 CENTER LINE | 0.1 MILE | $29,000 | $7,992 | $28,700 | $33,005 |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 244 CY | $60.00 | $50.00 | $15.00 | $31.77 |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 19 CY | $260 | $450 | $359 | $316 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 44 CY | $125 | $225 | $141 | $188 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 125 FT | $10.00 | $6.00 | $11.00 | $13.91 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 10 FT | $25.00 | $25.00 | $27.50 | $19.19 |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 390 FT | $25.00 | $38.00 | $46.50 | $56.51 |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 208 FT | $75.00 | $65.00 | $49.50 | $74.68 |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 750 SF | $20.00 | $23.00 | $24.00 | $65.51 |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 19 CY | $260 | $425 | $359 | $316 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 63 CY | $100 | $205 | $164 | $193 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 125 FT | $10.00 | $6.00 | $12.00 | $13.91 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 10 FT | $15.00 | $25.00 | $27.50 | $19.19 |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 26 CY | $295 | $450 | $355 | $316 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 88 CY | $115 | $200 | $169 | $183 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 175 FT | $10.00 | $5.00 | $10.00 | $13.91 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 10 FT | $15.00 | $28.00 | $30.00 | $19.19 |
| 614E12420 DETOUR SIGNING | 1 LS | $6,000 | $6,300 | $5,700 | $6,555 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 6 SNMT | $1,700 | $1,150 | $1,650 | $1,898 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.1 MILE | $16,000 | $15,950 | $15,950 | $18,343 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.2 MILE | $8,300 | $8,250 | $8,250 | $9,488 |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 96 SY | $175 | $215 | $185 | $144 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 220 FT | $28.00 | $35.00 | $21.00 | $71.59 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $12,250 | $8,187 | $10,000 | $28,750 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $5,000 | $3,500 | $10,000 | $3,680 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,000 | $15,400 | $18,000 | $5,750 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00200 STEEL PILES HP12X53, FURNISHED | 1,260 FT | $50 | $63k | 6% |
| 507E00200 STEEL PILES HP12X53, FURNISHED | 1,040 FT | $50 | $52k | 5% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $40,000 | $40k | 4% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 500 CY | $75 | $38k | 3% |
| 304E20000 AGGREGATE BASE | 361 CY | $100 | $36k | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 145 CY | $240 | $35k | 3% |
| 507E00200 STEEL PILES HP12X53, FURNISHED | 650 FT | $50 | $33k | 3% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 357 CY | $75 | $27k | 2% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,400 SF | $19 | $27k | 2% |
| 507E00200 STEEL PILES HP12X53, FURNISHED | 515 FT | $50 | $26k | 2% |