Nob-CR 47-03.49
Noble County · est $2.1M
Bid dateThursday, April 13—
Noble County · est $2.1M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 88 more items below.
| Item | Quantity | R1Complete General Construction Company | R2Black Horse Bridge Construction INC | R3Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|
| 513E10221 STRUCTURAL STEEL MEMBERS, LEVEL 1, AS PER PLAN | 143,700 LB | $2.35 | $2.63 | $2.55 | 21% |
| 611E94801 8' X 4' CONDUIT, TYPE A, 706.05, AS PER PLAN | 145 FT | $1,000 | $1,770 | $1,400 | 9% |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 110 CY | $1,225 | $1,000 | $1,600 | 9% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100,000 | $100,000 | 6% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 326 CY | $270 | $270 | $375 | 6% |
| 511E50210 CLASS QC1 CONCRETE, SUBSTRUCTURE | 74 CY | $1,050 | $480 | $1,800 | 5% |
| Item | Quantity | R1Complete General Construction Company | R2Black Horse Bridge Construction INC | R3Shelly & Sands INC |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $11,000 | $48,000 | $16,000 |
| 202E20010 HEADWALL REMOVED | 1 EACH | $7,500 | $500 | $150 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 61 FT | $35.00 | $12.30 | $22.00 |
| 202E35200 PIPE REMOVED, OVER 24" | 78 FT | $50.00 | $100 | $85.00 |
| 203E10000 EXCAVATION | 3,063 CY | $8.00 | $30.00 | $35.00 |
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 →
| 1 LS |
| $75,000 |
| $12,000 |
| $34,000 |
| 5% |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $75,000 | $40,000 | $27,000 | 5% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $75,000 | $48,000 | $47,700 | 5% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 29,917 LB | $2.00 | $1.70 | $1.94 | 4% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 220 FT | $265 | $245 | $243 | 4% |
| 511E46210 CLASS QC1 CONCRETE, RETAINING/WINGWALL INCLUDING F | 28 CY | $2,000 | $520 | $2,394 | 4% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $50,000 | $18,000 | $31,025 | 3% |
| 526E15000 REINFORCED CONCRETE APPROACH SLABS (T=13") | 107 SY | $395 | $310 | $370 | 3% |
| 511E71200 CONCRETE, MISC.: PRECAST CONCRETE LAGGING | 1,156 SF | $35.00 | $25.00 | $25.00 | 3% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (92 CY | $387 | $387 | $475 | 2% |
| 304E20000 AGGREGATE BASE | 368 CY | $95.00 | $120 | $110 | 2% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 170 FT | $185 | $200 | $120 | 2% |
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES HP12X84 | 330 FT | $90.00 | $67.00 | $72.00 | 2% |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 262 CY | $100 | $135 | $95.00 | 2% |
| 2,229 CY |
| $9.00 |
| $35.00 |
| $42.00 |
| 203E35000 GRANULAR EMBANKMENT, 703.16.B | 39 CY | $95.00 | $82.00 | $112 |
| 204E10000 SUBGRADE COMPACTION | 2,298 SY | $6.50 | $6.00 | $4.75 |
| 204E13000 EXCAVATION OF SUBGRADE | 94 CY | $50.00 | $33.00 | $35.00 |
| 204E30010 GRANULAR MATERIAL, TYPE B | 94 CY | $125 | $102 | $100 |
| 204E45000 PROOF ROLLING | 2 HOUR | $250 | $165 | $250 |
| 204E50000 GEOTEXTILE FABRIC | 188 SY | $5.00 | $2.00 | $2.50 |
| 606E15050 GUARDRAIL, TYPE MGS | 150 FT | $21.20 | $21.20 | $21.00 |
| 606E15250 GUARDRAIL, TYPE MGS QUARTER POST SPACING | 175 FT | $34.40 | $34.40 | $23.00 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 1 EACH | $1,580 | $1,580 | $1,050 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E MASH 2016 | 2 EACH | $2,720 | $2,720 | $2,250 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,395 | $1,395 | $1,125 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,580 | $2,580 | $1,950 |
| 601E32004 ROCK CHANNEL PROTECTION, TYPE A WITH GEOTEXTILE FA | 58 CY | $100 | $150 | $96.00 |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 159 CY | $90.00 | $135 | $90.00 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $150 | $100 | $98.00 |
| 659E00300 TOPSOIL | 555 CY | $20.00 | $45.00 | $30.00 |
| 659E10000 SEEDING AND MULCHING | 4,229 SY | $1.05 | $1.95 | $0.90 |
| 659E14000 REPAIR SEEDING AND MULCHING | 211 SY | $1.05 | $1.00 | $0.80 |
| 659E20000 COMMERCIAL FERTILIZER | 0.57 TON | $1,400 | $745 | $893 |
| 659E31000 LIME | 0.87 ACRE | $100 | $50.00 | $155 |
| 659E35000 WATER | 23 MGAL | $1.00 | $1.00 | $1.00 |
| 670E00500 SLOPE EROSION PROTECTION | 774 SY | $2.50 | $2.45 | $3.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $2,000 | $2,000 | $2,500 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $15,300 | $10,000 | $12,500 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $9,507 | $10,000 | $9,510 |
| 832E30000 EROSION CONTROL | 11,500 EACH | $1.00 | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 1.02 CY | $2,000 | $2,200 | $4,600 |
| 605E14000 6" BASE PIPE UNDERDRAINS | 258 FT | $20.00 | $18.00 | $22.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 6 FT | $55.00 | $30.00 | $96.00 |
| 611E01500 6" CONDUIT, TYPE F | 10 FT | $54.00 | $30.00 | $60.00 |
| 611E04400 12" CONDUIT, TYPE B | 50 FT | $105 | $85.00 | $110 |
| 611E06400 15" CONDUIT, TYPE D, 706.02 | 27 FT | $125 | $75.00 | $115 |
| 611E07400 18" CONDUIT, TYPE B, 706.02 | 109 FT | $180 | $105 | $122 |
| 611E98180 CATCH BASIN, NO. 3A | 3 EACH | $4,000 | $2,800 | $3,860 |
| 611E98181 CATCH BASIN, NO. 3A, AS PER PLAN | 1 EACH | $3,500 | $2,900 | $3,550 |
| 611E98410 CATCH BASIN, NO. 8 | 1 EACH | $5,500 | $4,800 | $7,225 |
| 611E98470 CATCH BASIN, NO. 2-2B | 1 EACH | $2,500 | $2,500 | $4,009 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $500 | $260 | $250 |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 3 CY | $450 | $250 | $480 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 21 FT | $75.00 | $50.00 | $18.00 |
| 407E20000 NON-TRACKING TACK COAT | 208 GAL | $5.00 | $5.00 | $3.25 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 66 CY | $394 | $394 | $475 |
| 609E12001 COMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN | 279 FT | $75.00 | $35.00 | $75.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 10 EACH | $12.00 | $12.00 | $10.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 99 FT | $15.00 | $15.00 | $20.00 |
| 630E80100 SIGN, FLAT SHEET | 64.5 SF | $20.00 | $20.00 | $30.00 |
| 630E85000 REMOVAL OF GROUND MOUNTED SIGN AND STORAGE | 12 EACH | $20.00 | $20.00 | $35.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 10 EACH | $15.00 | $15.00 | $20.00 |
| 646E10200 CENTER LINE | 0.08 MILE | $31,900 | $31,900 | $31,900 |
| 646E10400 STOP LINE | 41 FT | $20.30 | $20.30 | $20.30 |
| 614E12420 DETOUR SIGNING | 1 LS | $10,000 | $5,000 | $3,400 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 9 EACH | $45.00 | $45.00 | $8.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 7 EACH | $52.00 | $52.00 | $16.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 320 FT | $35.00 | $21.25 | $36.00 |
| 503E31100 ROCK EXCAVATION | 115 CY | $125 | $67.00 | $63.00 |
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES HP12X63 | 181 FT | $70.00 | $50.00 | $58.00 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 2,957 LB | $2.00 | $2.20 | $2.43 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 2 CY | $5,000 | $2,000 | $2,338 |
| 512E10000 SEALING OF CONCRETE SURFACES | 174 SY | $14.00 | $12.00 | $14.00 |
| 512E33000 TYPE 2 WATERPROOFING | 352 SY | $26.50 | $24.00 | $26.50 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 28 SF | $30.00 | $5.00 | $8.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 57 CY | $225 | $160 | $205 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 130 FT | $10.00 | $10.00 | $8.00 |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 93 FT | $165 | $180 | $110 |
| 202E23500 WEARING COURSE REMOVED | 232 SY | $35.00 | $13.00 | $10.00 |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 450 FT | $40.00 | $35.00 | $32.00 |
| 507E92201 PREBORED HOLES, AS PER PLAN | 225 FT | $90.00 | $250 | $80.00 |
| 512E10000 SEALING OF CONCRETE SURFACES | 152 SY | $14.00 | $12.00 | $14.00 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 1,032 EACH | $7.50 | $8.00 | $7.00 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 60 SF | $15.00 | $7.00 | $4.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 101 SF | $15.00 | $9.00 | $8.00 |
| 516E25000 NYLON REINFORCED NEOPRENE SHEETING | 353 SF | $10.00 | $20.00 | $16.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 65 CY | $195 | $150 | $160 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 254 FT | $15.00 | $15.00 | $15.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 105 FT | $15.00 | $10.00 | $6.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 54 FT | $15.00 | $15.00 | $6.00 |
| 526E90010 TYPE A INSTALLATION | 53 FT | $275 | $155 | $200 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 22 CF | $675 | $410 | $810 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $21,000 | $19,000 | $12,500 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $15,000 | $30,000 | $20,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $8,000 | $15,000 | $40,000 |
| 619E16000 FIELD OFFICE, TYPE A | 13 MNTH | $1,500 | $2,500 | $2,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 513E10221 STRUCTURAL STEEL MEMBERS, LEVEL 1, AS PER PLAN | 143,700 LB | $2.35 | $338k | 15% |
| 611E94801 8' X 4' CONDUIT, TYPE A, 706.05, AS PER PLAN | 145 FT | $1,000 | $145k | 7% |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 110 CY | $1,225 | $135k | 6% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 326 CY | $270 | $88k | 4% |
| 511E50210 CLASS QC1 CONCRETE, SUBSTRUCTURE | 74 CY | $1,050 | $78k | 4% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $75,000 | $75k | 3% |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $75,000 | $75k | 3% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $75,000 | $75k | 3% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 29,917 LB | $2 | $60k | 3% |