Hol-SR 515-00.15
Holmes County · est $0.6M
Bid dateThursday, January 16—
Holmes County · est $0.6M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 58 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Ohio-west Virginia Excavating CO | R3Adena Corporation | R4Dennison Bridge INC | R5Stanley Miller Construction Company | % of bid |
|---|---|---|---|---|---|---|---|
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 2,016 SF | $28.00 | $35.00 | $29.30 | $42.00 | $50.00 | 13% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 637 FT | $75.00 | $70.00 | $146 | $95.00 | $130 | 11% |
| 507E00200 STEEL PILES HP12X53, FURNISHED | 1,080 FT | $40.00 | $45.00 | $41.97 | $50.00 | $40.00 | 10% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 123 CY | $280 | $290 | $322 | $400 | $353 | 8% |
| 624E10000 MOBILIZATION | 1 LS | $30,000 | $20,000 | $13,387 | $25,000 | $49,000 | 7% |
| 619E16010 |
| Item | Quantity | R1Shelly & Sands INC | R2Ohio-west Virginia Excavating CO | R3Adena Corporation | R4Dennison Bridge INC | R5Stanley Miller Construction Company |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $750 | $3,500 | $2,928 | $1,000 | $1,352 |
| 202E23000 PAVEMENT REMOVED | 595 SY | $15.00 | $21.00 | $23.55 | $35.00 | $34.00 |
| 202E30000 WALK REMOVED | 71 SF | $4.00 | $25.00 | $15.07 | $30.00 | $38.00 |
| 202E32000 CURB REMOVED | 278 FT | $2.00 |
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 →
| 6 MNTH |
| $3,800 |
| $2,000 |
| $240 |
| $1,500 |
| $1,500 |
| 5% |
| 608E98000 WALKWAY, MISC.:EXISTING BRICK WALK REMOVED AND REP | 625 SF | $33.00 | $28.00 | $24.17 | $75.00 | $20.00 | 5% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 474 CY | $40.00 | $35.00 | $221 | $105 | $80.00 | 4% |
| 611E04400 12" CONDUIT, TYPE B | 133 FT | $141 | $150 | $108 | $275 | $35.00 | 4% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 134 CY | $135 | $135 | $273 | $200 | $156 | 4% |
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 46 CY | $370 | $450 | $806 | $360 | $482 | 4% |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 50 CY | $290 | $300 | $400 | $250 | $700 | 3% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 30 CY | $475 | $550 | $452 | $600 | $682 | 3% |
| 202E98000 REMOVAL MISC.: PILING REMOVED | 1 LS | $13,500 | $10,000 | $9,441 | $20,000 | $14,705 | 3% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $13,500 | $6,200 | $8,939 | $5,000 | $30,000 | 3% |
| 304E20000 AGGREGATE BASE | 101 CY | $130 | $125 | $112 | $140 | $180 | 3% |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 12 SNMT | $1,000 | $2,000 | $1,198 | $1,500 | $2,000 | 3% |
| 452E12010 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 65 SY | $170 | $200 | $135 | $250 | $539 | 3% |
| 609E26000 CURB, TYPE 6 | 270 FT | $40.00 | $70.00 | $56.66 | $80.00 | $60.00 | 2% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (27 CY | $345 | $500 | $869 | $400 | $411 | 2% |
| $15.00 |
| $10.53 |
| $10.00 |
| $14.00 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 100 FT | $11.00 | $45.00 | $23.60 | $35.00 | $27.00 |
| 202E35200 PIPE REMOVED, OVER 24" DIAMETER | 30 FT | $55.00 | $150 | $88.12 | $50.00 | $100 |
| 202E38000 GUARDRAIL REMOVED | 252 FT | $3.00 | $12.00 | $9.36 | $3.00 | $8.50 |
| 202E58100 CATCH BASIN REMOVED | 6 EACH | $250 | $1,400 | $488 | $1,000 | $800 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT (12") | 93 FT | $37.00 | $60.00 | $34.19 | $50.00 | $82.00 |
| 202E98000 REMOVAL MISC.: LANDSCAPING REMOVED | 1 LS | $950 | $2,000 | $787 | $5,000 | $3,529 |
| 202E98100 REMOVAL MISC.: COMMERCIAL SIGN REMOVED | 1 EACH | $400 | $2,000 | $787 | $2,500 | $1,352 |
| 202E98100 REMOVAL MISC.: LANDSCAPE LIGHTING REMOVED | 3 EACH | $400 | $450 | $65.56 | $2,000 | $450 |
| 202E98200 REMOVAL MISC.: CONDUIT | 50 FT | $15.00 | $35.00 | $94.40 | $35.00 | $56.00 |
| 203E10000 EXCAVATION | 13 CY | $140 | $125 | $401 | $50.00 | $88.00 |
| 203E20000 EMBANKMENT | 140 CY | $22.00 | $75.00 | $91.26 | $75.00 | $108 |
| 204E10000 SUBGRADE COMPACTION | 669 SY | $7.00 | $5.00 | $3.52 | $5.00 | $2.00 |
| 606E15151 GUARDRAIL, TYPE MGS HALF POST SPACING, AS PER PLAN | 212.5 FT | $35.50 | $54.46 | $40.34 | $36.00 | $37.00 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 1 EACH | $2,000 | $3,404 | $3,152 | $2,600 | $2,941 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,700 | $3,404 | $2,395 | $2,000 | $2,235 |
| 607E98000 FENCE, MISC.: TEMPORARY ORANGE PLASTIC CONSTRUCTIO | 550 FT | $5.00 | $5.00 | $1.64 | $15.00 | $7.00 |
| 608E10000 4" CONCRETE WALK | 71 SF | $25.00 | $40.00 | $84.24 | $40.00 | $45.00 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $125 | $150 | $100 | $100 | $150 |
| 659E00300 TOPSOIL | 35 CY | $95.00 | $85.00 | $76.51 | $85.00 | $55.00 |
| 659E10000 SEEDING AND MULCHING | 313 SY | $13.75 | $15.00 | $5.33 | $13.00 | $5.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 16 SY | $12.00 | $10.00 | $1.00 | $20.00 | $2.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.04 TON | $950 | $1,200 | $1,576 | $2,000 | $800 |
| 659E31000 LIME | 0.06 ACRE | $167 | $300 | $1,051 | $500 | $150 |
| 659E35000 WATER | 2 MGAL | $1.00 | $2.00 | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 611E00900 6" CONDUIT, TYPE B | 10 FT | $80.00 | $55.00 | $91.20 | $125 | $50.00 |
| 611E01800 8" CONDUIT, TYPE B | 26 FT | $100 | $165 | $40.18 | $150 | $50.00 |
| 611E04600 12" CONDUIT, TYPE C | 11 FT | $250 | $275 | $96.27 | $275 | $100 |
| 611E05900 15" CONDUIT, TYPE B | 6 FT | $330 | $300 | $201 | $325 | $250 |
| 611E07400 18" CONDUIT, TYPE B, 706.02 | 8 FT | $240 | $300 | $252 | $500 | $300 |
| 611E07401 18" CONDUIT, TYPE B, AS PER PLAN | 30 FT | $250 | $525 | $140 | $500 | $100 |
| 611E97400 CONDUIT, MISC.: TYPE E FOR DRAINAGE DISCHARGE CONT | 50 FT | $65.00 | $20.00 | $4.00 | $125 | $50.00 |
| 611E98150 CATCH BASIN, NO. 3 | 1 EACH | $4,700 | $5,000 | $4,041 | $8,000 | $4,500 |
| 611E98180 CATCH BASIN, NO. 3A | 1 EACH | $5,700 | $5,500 | $4,187 | $24,000 | $4,500 |
| 611E98370 CATCH BASIN, NO. 6 | 1 EACH | $3,600 | $4,500 | $2,750 | $4,000 | $4,500 |
| 611E98470 CATCH BASIN, NO. 2-2B | 1 EACH | $3,200 | $3,500 | $2,181 | $4,000 | $4,500 |
| 611E98504 CATCH BASIN, NO. 2-2C | 1 EACH | $3,500 | $4,500 | $2,733 | $4,000 | $4,500 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1 1/4") | 761 SY | $10.00 | $11.00 | $18.91 | $20.00 | $14.00 |
| 407E20000 NON-TRACKING TACK COAT | 156 GAL | $4.00 | $10.00 | $7.56 | $10.00 | $17.00 |
| 621E00100 RPM | 11 EACH | $325 | $400 | $81.95 | $350 | $76.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 11 EACH | $20.00 | $35.00 | $50.00 | $50.00 | $150 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, (BIDIRECTIONAL) | 6 EACH | $12.00 | $50.00 | $16.39 | $15.00 | $15.00 |
| 646E10010 EDGE LINE, 6" | 0.16 MILE | $20,615 | $15,000 | $43,320 | $30,000 | $14,352 |
| 646E10200 CENTER LINE | 0.08 MILE | $35,317 | $25,000 | $57,763 | $55,000 | $24,590 |
| 614E12420 DETOUR SIGNING | 1 LS | $4,800 | $5,500 | $5,289 | $10,000 | $6,000 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.16 MILE | $7,805 | $5,000 | $9,840 | $15,000 | $5,360 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.32 MILE | $5,855 | $2,500 | $7,382 | $10,000 | $2,900 |
| 616E10000 WATER | 15 MGAL | $50.00 | $8.00 | $1.00 | $1.00 | $2.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 210 FT | $5.00 | $10.00 | $36.71 | $10.00 | $20.00 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 3 FT | $35.00 | $10.00 | $430 | $30.00 | $1,200 |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 72 FT | $125 | $165 | $200 | $125 | $85.00 |
| 690E98600 SPECIAL - DRILLING THROUGH OBSTRUCTIONS | 10 HOUR | $725 | $500 | $1,863 | $400 | $1,857 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $3,846 | $9,000 | $10,212 | $15,000 | $15,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $4,000 | $17,000 | $16,785 | $15,000 | $49,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 2,016 SF | $28 | $56k | 9% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 637 FT | $75 | $48k | 8% |
| 507E00200 STEEL PILES HP12X53, FURNISHED | 1,080 FT | $40 | $43k | 7% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 123 CY | $280 | $34k | 6% |
| 624E10000 MOBILIZATION | 1 LS | $30,000 | $30k | 5% |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $3,800 | $23k | 4% |
| 608E98000 WALKWAY, MISC.:EXISTING BRICK WALK REMOVED AND REP | 625 SF | $33 | $21k | 3% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 474 CY | $40 | $19k | 3% |
| 611E04400 12" CONDUIT, TYPE B | 133 FT | $141 | $19k | 3% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 134 CY | $135 | $18k | 3% |