BEL-National Rd Tunnel Rehab
BEL County · est $3.9M
Bid dateThursday, December 5—
BEL County · est $3.9M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 98 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Alan Stone CO INC | % of bid |
|---|---|---|---|---|
| 511E71100 CONCRETE, MISC.:CLASS QC2 CONCRETE WITH QC/QA ARCH | 328 CY | $3,128 | $2,500 | 28% |
| 203E20000 EMBANKMENT | 7,472 CY | $44.00 | $80.00 | 9% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 130,409 LB | $2.00 | $2.00 | 7% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 7,036 SF | $35.00 | $35.00 | 7% |
| 507E00400 STEEL PILES, MISC.: W24 STEEL BEAMS, FURNISHED | 2,384 FT | $100 | $125 | 6% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 871 FT | $255 | $155 | 6% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $213,000 | $85,000 | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $135,000 | $8,400 | 4% |
| 823E40000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | 348 CY | $345 | $490 | 3% |
| 823E40000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | 330 CY | $350 | $440 | 3% |
| 530E00200 SPECIAL - STRUCTURES: REMOVAL, SURFACE PREPARATION | 1 LS | $110,000 | $168,000 | 3% |
| 513E90000 STRUCTURAL STEEL, MISC.: BRACKETS, AND STRUTS | 10,414 LB | $10.00 | $6.00 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $112,000 | 3% |
| 304E20000 AGGREGATE BASE | 762 CY | $116 | $130 | 2% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 821 CY | $105 | $85.00 | 2% |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 109 CY | $700 | $1,030 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE 1.25" DEPTH | 10,024 SY | $7.00 | $8.00 | 2% |
| 625E27503 LUMINAIRE, UNDERPASS, SOLID STATE (LED), AS PER PL | 34 EACH | $1,800 | $1,800 | 2% |
| 832E30000 EROSION CONTROL | 60,225 EACH | $1.00 | $1.00 | 2% |
| 503E21100 UNCLASSIFIED EXCAVATION | 371 CY | $140 | $55.00 | 1% |
| Item | Quantity | R1Shelly & Sands INC | R2Alan Stone CO INC |
|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 3,977 SY | $8.00 | $9.50 |
| 202E30000 WALK REMOVED | 157 SF | $6.00 | $6.50 |
| 202E32000 CURB REMOVED | 19 FT | $25.00 | $40.00 |
| 202E38800 GUARD POST REMOVED | 12 EACH | $156 | $55.00 |
| 203E10000 EXCAVATION | 3,119 CY | $12.00 | $25.00 |
| 204E10000 SUBGRADE COMPACTION | 4,507 SY | $3.00 | $4.50 |
| 204E45000 PROOF ROLLING | 2 HOUR | $260 | $280 |
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 →
| 204E50000 GEOTEXTILE FABRIC | 3,869 SY | $0.50 | $1.50 |
| 607E23000 FENCE, TYPE CLT | 434 FT | $83.00 | $90.00 |
| 608E10000 4" CONCRETE WALK | 115 SF | $17.00 | $45.00 |
| 690E50600 SPECIAL - BOLLARD | 3 EACH | $1,300 | $1,500 |
| 601E38400 PAVED GUTTER, TYPE 2 | 335 FT | $98.00 | $60.00 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $130 | $140 |
| 659E00300 TOPSOIL | 656 CY | $34.00 | $45.00 |
| 659E10000 SEEDING AND MULCHING | 5,912 SY | $1.00 | $2.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 296 SY | $0.90 | $2.50 |
| 659E15000 INTER-SEEDING | 296 SY | $0.90 | $2.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.82 TON | $900 | $600 |
| 659E31000 LIME | 1.22 ACRE | $160 | $850 |
| 659E35000 WATER | 33 MGAL | $1.00 | $1.00 |
| 836E10000 SEEDING AND EROSION CONTROL WITH TURF REINFORCING | 140 SY | $6.00 | $6.00 |
| 602E20000 CONCRETE MASONRY | 0.21 CY | $7,500 | $2,700 |
| 611E04900 12" CONDUIT, TYPE D | 14 FT | $80.00 | $290 |
| 611E98470 CATCH BASIN, NO. 2-2B | 1 EACH | $3,000 | $4,300 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE 1.25" DEPTH | 921 SY | $18.00 | $10.00 |
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 2 CY | $2,500 | $680 |
| 407E10000 TACK COAT | 80 GAL | $3.00 | $3.50 |
| 408E10000 PRIME COAT | 247 GAL | $4.00 | $8.00 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 26 CY | $300 | $440 |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (43 CY | $280 | $310 |
| 452E12010 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 21 SY | $200 | $270 |
| 609E24510 CURB, TYPE 4-C | 45 FT | $72.00 | $130 |
| 625E25401 CONDUIT, 2", 725.04, AS PER PLAN | 212 FT | $28.00 | $30.00 |
| 625E29002 TRENCH, 24" DEEP | 106 FT | $23.00 | $25.00 |
| 625E30706 PULL BOX, 725.08, 24" | 1 EACH | $1,700 | $1,700 |
| 625E31510 PULL BOX REMOVED | 1 EACH | $245 | $250 |
| 625E36010 UNDERGROUND WARNING/MARKING TAPE | 106 FT | $3.00 | $3.50 |
| 625E37101 SERVICE TO UNDERPASS LIGHTING, AS PER PLAN | 1 EACH | $11,000 | $11,000 |
| 625E39520 PULL BOX CLEANED | 1 EACH | $54.00 | $55.00 |
| 625E75506 LUMINAIRE REMOVED | 29 EACH | $54.00 | $55.00 |
| 625E75800 DISCONNECT CIRCUIT | 2 EACH | $124 | $120 |
| 625E76000 ARC FLASH CALCULATIONS AND LABEL (EX. CC) | 1 EACH | $3,200 | $3,000 |
| 632E68201 POWER CABLE, 2 CONDUCTOR, NO. 6 AWG, AS PER PLAN | 116 FT | $6.00 | $6.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 14.5 FT | $32.00 | $30.00 |
| 630E80100 SIGN, FLAT SHEET | 2.5 SF | $160 | $150 |
| 630E82000 SIGN BACKING ASSEMBLY | 1 EACH | $530 | $500 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 1 EACH | $375 | $350 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $375 | $350 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 1 EACH | $375 | $350 |
| 642E01200 PARKING LOT STALL MARKING, TYPE 1 | 357 FT | $5.00 | $5.50 |
| 642E01702 HANDICAP SYMBOL MARKING, TYPE 1 | 1 EACH | $210 | $225 |
| 661E00500 MULCH | 6 CY | $80.00 | $85.00 |
| 661E14000 PERENNIALS, IMPERATA CYLINDRICA 'RED BARON'/JAPANE | 32 EACH | $40.00 | $40.00 |
| 661E20000 DECIDUOUS SHRUB, 15" HEIGHT POTENTILLA FRUTICOSA ' | 22 EACH | $80.00 | $85.00 |
| 614E12420 DETOUR SIGNING | 1 LS | $5,000 | $4,500 |
| 616E10000 WATER | 20 MGAL | $115 | $1.00 |
| 202E11200 PORTIONS OF STRUCTURE REMOVED | 1 LS | $5,000 | $90,000 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $20,000 | $170,000 |
| 503E31100 ROCK EXCAVATION | 30 CY | $96.00 | $350 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 45 EACH | $60.00 | $140 |
| 511E46011 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 7 CY | $2,500 | $5,500 |
| 511E46611 CLASS QC1 CONCRETE, HEADWALL, AS PER PLAN | 12 CY | $2,200 | $5,500 |
| 511E53010 CLASS QC1 CONCRETE, MISC.: CONCRETE SLAB ON GRADE | 11 CY | $3,500 | $2,000 |
| 512E10001 SEALING OF CONCRETE SURFACES, AS PER PLAN (PERMANE | 580 SY | $20.00 | $21.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 780 SY | $27.00 | $30.00 |
| 512E33000 TYPE 2 WATERPROOFING | 687 SY | $32.00 | $30.00 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 56 SF | $8.00 | $2.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 425 FT | $16.00 | $5.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 40 FT | $6.00 | $5.00 |
| 519E11100 PATCHING CONCRETE STRUCTURE | 250 SF | $145 | $143 |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 253 FT | $75.00 | $164 |
| 690E98400 SPECIAL - MISC.: WORK INVOLVING ASBESTOS CONTAININ | 1 LS | $500 | $100 |
| 870E10001 PREFABRICATED MODULAR RETAINING WALL, AS PER PLAN | 1,023 SF | $45.00 | $90.00 |
| 870E11000 WALL EXCAVATION | 1,058 CY | $10.00 | $34.00 |
| 870E11100 NATURAL SOIL | 444 CY | $50.00 | $20.00 |
| 870E12000 6" DRAINAGE PIPE, PERFORATED | 116 FT | $3.00 | $6.30 |
| 870E12100 6" DRAINAGE PIPE, NON-PERFORATED | 40 FT | $3.00 | $5.00 |
| 870E14000 ON-SITE ASSISTANCE | 2 DAY | $1,000 | $756 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $2,000 | $3,500 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $29,000 | $30,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 11 SY | $80.00 | $90.00 |
| 512E67400 SPECIAL - WATERPROOFING TIMBER BOARDWALK | 4,055 SF | $8.00 | $9.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 8 CY | $253 | $290 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 17 SF | $144 | $260 |
| 530E00600 SPECIAL - STRUCTURES TIMBER BOARDWALK | 1,104 SF | $31.00 | $30.00 |
| 601E20011 CRUSHED AGGREGATE SLOPE PROTECTION, AS PER PLAN | 7 CY | $136 | $560 |
| 690E98400 SPECIAL - MISC.: WORK INVOLVING ASBESTOS CONTAININ | 1 LS | $507 | $100 |
| 870E10001 PREFABRICATED MODULAR RETAINING WALL, AS PER PLAN | 78 SF | $160 | $150 |
| 870E11000 WALL EXCAVATION | 30 CY | $28.00 | $50.00 |
| 870E11100 NATURAL SOIL | 3 CY | $179 | $70.00 |
| 870E12000 6" DRAINAGE PIPE, PERFORATED | 13 FT | $3.00 | $10.00 |
| 870E12100 6" DRAINAGE PIPE, NON-PERFORATED | 20 FT | $3.00 | $7.00 |
| 870E14000 ON-SITE ASSISTANCE | 2 DAY | $480 | $760 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $660 | $760 |
| 407E10000 TACK COAT | 902 GAL | $3.00 | $3.50 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $29,000 | $30,000 |
| 619E16010 FIELD OFFICE, TYPE B | 11 MNTH | $3,500 | $1,500 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $30,000 | $75,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E71100 CONCRETE, MISC.:CLASS QC2 CONCRETE WITH QC/QA ARCH | 328 CY | $3,128 | $1.03M | 23% |
| 203E20000 EMBANKMENT | 7,472 CY | $44 | $329k | 7% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 130,409 LB | $2 | $261k | 6% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 7,036 SF | $35 | $246k | 5% |
| 507E00400 STEEL PILES, MISC.: W24 STEEL BEAMS, FURNISHED | 2,384 FT | $100 | $238k | 5% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 871 FT | $255 | $222k | 5% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $213,000 | $213k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $135,000 | $135k | 3% |
| 823E40000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | 348 CY | $345 | $120k | 3% |
| 823E40000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | 330 CY | $350 | $116k | 3% |