BEL-Barnesville Trail
BEL County · est $3.0M
Bid dateThursday, November 14—
BEL County · est $3.0M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 83 more items below.
| Item | Quantity | R1Cast & Baker Corporation | R2Shelly & Sands INC | R3Alan Stone CO INC | R4Stanley Miller Construction Company | % of bid |
|---|---|---|---|---|---|---|
| 837E10001 LINER PIPE, AS PER PLAN, 5 GAUGE STEEL 23'-4" X 15 | 237 FT | $2,600 | $2,300 | $1,900 | $3,000 | 24% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 747 CY | $285 | $250 | $290 | $310 | 8% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (755 CY | $266 | $220 | $290 | $300 | 8% |
| 304E20000 AGGREGATE BASE | 1,331 CY | $125 | $110 | $120 | $130 | 7% |
| 530E50010 SPECIAL - RETAINING WALL: SOLIDER PILE AND LAGGING | 1,488 SF | $90.00 | $120 | $108 | $208 | 5% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $125,000 | $30,000 | $25,000 | $5,000 |
| Item | Quantity | R1Cast & Baker Corporation | R2Shelly & Sands INC | R3Alan Stone CO INC | R4Stanley Miller Construction Company |
|---|---|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 1,747 SY | $15.00 | $15.00 | $25.00 | $10.00 |
| 202E30000 WALK REMOVED | 2,664 SF | $2.00 | $1.50 | $1.50 | $10.00 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 964 FT | $30.00 | $15.00 | $25.00 | $10.00 |
| 202E38000 GUARDRAIL REMOVED | 58 FT | $5.00 | $2.50 | $8.00 | $10.00 |
| 202E38800 |
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 →
| 5% |
| 203E10000 EXCAVATION | 1,626 CY | $76.00 | $25.00 | $45.00 | $60.00 | 5% |
| 511E53010 CLASS QC1 CONCRETE, MISC.: KNEE WALLS AND PORTAL A | 306 CY | $400 | $1,300 | $1,300 | $610 | 5% |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $110,000 | $35,000 | $25,500 | $95,000 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $100,000 | $113,000 | $145,000 | $18,000 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100,000 | $65,000 | $110,000 | 4% |
| 837E21000 BACKFILL FOR LINER PIPE | 237 FT | $360 | $400 | $690 | $1,250 | 3% |
| 304E20000 AGGREGATE BASE | 765 CY | $100 | $140 | $150 | $150 | 3% |
| 507E00360 STEEL PILES HP14X89, FURNISHED, AS PER PLAN | 680 FT | $100 | $60.00 | $90.00 | $77.00 | 3% |
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 180 FT | $370 | $250 | $180 | $83.00 | 3% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 29,590 LB | $1.70 | $2.20 | $2.50 | $3.00 | 2% |
| 452E10010 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 276 SY | $175 | $140 | $170 | $110 | 2% |
| 608E52000 CURB RAMP | 1,835 SF | $25.00 | $30.00 | $25.00 | $55.00 | 2% |
| 530E13000 SPECIAL - FORM LINER | 3,580 SF | $12.00 | $7.00 | $10.00 | $35.00 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3" | 10,204 SY | $4.00 | $5.00 | $5.00 | $5.00 | 2% |
| 6 EACH |
| $50.00 |
| $25.00 |
| $230 |
| $100 |
| 202E58100 CATCH BASIN REMOVED | 3 EACH | $400 | $600 | $700 | $600 |
| 202E75000 FENCE REMOVED | 189 FT | $5.00 | $6.00 | $10.00 | $10.00 |
| 203E20000 EMBANKMENT | 900 CY | $15.00 | $15.00 | $15.00 | $90.00 |
| 204E10000 SUBGRADE COMPACTION | 7,725 SY | $4.00 | $1.00 | $4.00 | $1.50 |
| 204E13000 EXCAVATION OF SUBGRADE | 415 CY | $42.00 | $24.00 | $85.00 | $50.00 |
| 204E45000 PROOF ROLLING | 4 HOUR | $200 | $260 | $280 | $120 |
| 606E15050 GUARDRAIL, TYPE MGS | 37.5 FT | $34.00 | $70.00 | $35.00 | $80.00 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,400 | $2,000 | $1,400 | $2,145 |
| 607E98000 FENCE, MISC.: WOOD FENCE (BIKEWAY RAILING) | 694 FT | $54.00 | $50.00 | $55.00 | $60.00 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 16 EACH | $230 | $230 | $250 | $300 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $170 | $130 | $150 | $150 |
| 659E00300 TOPSOIL | 579 CY | $47.00 | $45.00 | $45.00 | $40.00 |
| 659E10000 SEEDING AND MULCHING | 4,296 SY | $1.50 | $1.00 | $2.00 | $4.50 |
| 659E14000 REPAIR SEEDING AND MULCHING | 215 SY | $1.50 | $0.90 | $3.00 | $1.00 |
| 659E15000 INTER-SEEDING | 215 SY | $1.50 | $0.90 | $3.50 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.61 TON | $1,400 | $1,000 | $720 | $800 |
| 659E31000 LIME | 0.89 ACRE | $170 | $160 | $1,000 | $150 |
| 659E35000 WATER | 23 MGAL | $1.10 | $1.00 | $1.00 | $1.00 |
| 670E00500 SLOPE EROSION PROTECTION | 926 SY | $3.00 | $1.60 | $2.50 | $3.50 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $3,400 | $2,000 | $2,200 | $10,000 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $12,000 | $18,000 | $16,000 | $8,000 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $6,800 | $13,000 | $14,000 | $10,000 |
| 832E30000 EROSION CONTROL | 25,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 611E00200 4" CONDUIT, TYPE C | 5 FT | $100 | $135 | $100 | $30.00 |
| 611E02400 8" CONDUIT, TYPE D, 706.01 | 35 FT | $60.00 | $60.00 | $80.00 | $30.00 |
| 611E04400 12" CONDUIT, TYPE B | 137 FT | $87.00 | $70.00 | $60.00 | $30.00 |
| 611E04600 12" CONDUIT, TYPE C | 226 FT | $93.00 | $65.00 | $100 | $25.00 |
| 611E04900 12" CONDUIT, TYPE D | 74 FT | $71.00 | $50.00 | $65.00 | $30.00 |
| 611E06100 15" CONDUIT, TYPE C | 10 FT | $142 | $155 | $85.00 | $100 |
| 611E07400 18" CONDUIT, TYPE B | 38 FT | $145 | $87.00 | $95.00 | $65.00 |
| 611E07600 18" CONDUIT, TYPE C | 5 FT | $207 | $300 | $200 | $400 |
| 611E98470 CATCH BASIN, NO. 2-2B | 5 EACH | $2,200 | $3,200 | $5,000 | $3,400 |
| 611E98634 CATCH BASIN RECONSTRUCTED TO GRADE | 1 EACH | $1,200 | $1,300 | $1,557 | $1,000 |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 5,147 FT | $3.40 | $3.00 | $5.00 | $2.00 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 132 CY | $306 | $500 | $350 | $350 |
| 407E20000 NON-TRACKING TACK COAT | 1,172 GAL | $4.00 | $3.50 | $4.00 | $4.11 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 20 CY | $174 | $125 | $200 | $175 |
| 625E00450 CONNECTION, FUSED PULL APART | 12 EACH | $124 | $215 | $250 | $8,500 |
| 625E00480 CONNECTION, UNFUSED PERMANENT | 9 EACH | $124 | $215 | $250 | $9,000 |
| 625E23304 NO. 8 AWG 600 VOLT DISTRIBUTION CABLE | 1,050 FT | $4.50 | $2.60 | $3.00 | $300 |
| 625E25101 CONDUIT, 1", 725.04, AS PER PLAN | 238 FT | $25.00 | $16.00 | $20.00 | $100 |
| 625E25401 CONDUIT, 2", 725.04, AS PER PLAN | 42 FT | $38.00 | $26.00 | $30.00 | $150 |
| 625E27505 LUMINAIRE, TUNNEL, SOLID STATE (LED), AS PER PLAN, | 6 EACH | $1,860 | $2,100 | $2,300 | $20,000 |
| 625E29000 TRENCH | 42 FT | $32.00 | $12.00 | $15.00 | $200 |
| 625E30701 PULL BOX, 725.08, 18", AS PER PLAN | 1 EACH | $1,640 | $1,600 | $1,900 | $8,000 |
| 625E32000 GROUND ROD | 1 EACH | $310 | $210 | $250 | $5,000 |
| 625E34001 POWER SERVICE, AS PER PLAN | 1 EACH | $9,000 | $8,500 | $10,000 | $10,000 |
| 625E76000 ARC FLASH CALCULATIONS AND LABEL (TUNNEL LIGHTING) | 1 EACH | $3,500 | $530 | $630 | $50,000 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 257.5 FT | $12.00 | $11.00 | $20.00 | $16.40 |
| 630E08600 SIGN POST REFLECTOR | 3 EACH | $67.00 | $62.00 | $50.00 | $117 |
| 630E80100 SIGN, FLAT SHEET | 116.8 SF | $30.00 | $27.00 | $25.00 | $37.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 3 EACH | $45.00 | $42.00 | $10.00 | $176 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 3 EACH | $92.00 | $87.00 | $20.00 | $176 |
| 646E10000 EDGE LINE, 4" | 1.86 MILE | $3,700 | $3,400 | $3,500 | $5,864 |
| 646E10200 CENTER LINE | 0.95 MILE | $7,300 | $6,800 | $8,200 | $10,252 |
| 646E10400 STOP LINE | 62 FT | $15.00 | $14.00 | $10.00 | $19.40 |
| 646E10520 CROSSWALK LINE, 24" | 1,195 FT | $12.00 | $11.00 | $6.00 | $11.11 |
| 646E10600 TRANSVERSE/DIAGONAL LINE | 146 FT | $7.00 | $7.00 | $9.50 | $16.40 |
| 646E10900 HANDICAP SYMBOL MARKING | 4 EACH | $170 | $160 | $170 | $176 |
| 646E20200 PARKING LOT STALL MARKING | 180 FT | $7.00 | $7.00 | $3.50 | $8.20 |
| 646E20800 YIELD LINE | 54 FT | $21.00 | $20.00 | $10.00 | $41.00 |
| 203E20000 EMBANKMENT (203.02R, 203.03) | 26 CY | $67.00 | $240 | $270 | $250 |
| 204E50000 GEOTEXTILE FABRIC | 76 SY | $20.00 | $3.50 | $9.50 | $30.00 |
| 503E21104 UNCLASSIFIED EXCAVATION, INCLUDING ROCK | 525 CY | $35.00 | $62.00 | $55.00 | $171 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 366 EACH | $52.00 | $35.00 | $30.00 | $70.00 |
| 512E10101 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS | 1,350 SY | $30.00 | $31.00 | $25.00 | $65.00 |
| 512E33000 TYPE 2 WATERPROOFING | 20 SY | $60.00 | $58.00 | $130 | $320 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 61 SF | $14.00 | $11.00 | $3.00 | $50.00 |
| 518E62100 STRUCTURE DRAINAGE, MISC.: 6" DIA. SLOTTED, NON-PE | 474 FT | $36.00 | $30.00 | $20.00 | $50.00 |
| 518E62200 STRUCTURE DRAINAGE, MISC.: 4" DIA. NON-PERFORCED P | 14 EACH | $375 | $20.00 | $40.00 | $125 |
| 518E62600 STRUCTURE DRAINAGE, MISC.: 1" (NOMINAL) PERFABRICA | 12,170 SF | $3.00 | $4.00 | $2.00 | $8.00 |
| 524E94601 DRILLED SHAFTS, 30" DIAMETER, AS PER PLAN | 284 FT | $45.00 | $70.00 | $130 | $425 |
| 601E20000 CRUSHED AGGREGATE SLOPE PROTECTION | 76 SY | $50.00 | $68.00 | $45.00 | $150 |
| 602E97000 MASONRY, MISC.: CLEAN EXISTING STONE FACE | 15,780 SF | $2.00 | $10.00 | $2.00 | $2.00 |
| 602E98100 MASONRY, MISC.: REPOINT MORTAR JOINTS | 200 FT | $100 | $20.00 | $160 | $50.00 |
| 613E41250 LOW STRENGTH MORTAR BACKFILL (TYPE 1) | 20 CY | $410 | $250 | $330 | $600 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $25,000 | $24,000 | $30,000 | $35,000 |
| 619E16010 FIELD OFFICE, TYPE B | 12 MNTH | $2,200 | $4,800 | $1,000 | $1,200 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 837E10001 LINER PIPE, AS PER PLAN, 5 GAUGE STEEL 23'-4" X 15 | 237 FT | $2,600 | $616k | 19% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 747 CY | $285 | $213k | 7% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (755 CY | $266 | $201k | 6% |
| 304E20000 AGGREGATE BASE | 1,331 CY | $125 | $166k | 5% |
| 530E50010 SPECIAL - RETAINING WALL: SOLIDER PILE AND LAGGING | 1,488 SF | $90 | $134k | 4% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $125,000 | $125k | 4% |
| 203E10000 EXCAVATION | 1,626 CY | $76 | $124k | 4% |
| 511E53010 CLASS QC1 CONCRETE, MISC.: KNEE WALLS AND PORTAL A | 306 CY | $400 | $122k | 4% |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $110,000 | $110k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $100,000 | $100k | 3% |