Has-US 250-03.91
Harrison County · est $1.0M
Bid dateThursday, May 26—
Harrison County · est $1.0M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 10.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 71 more items below.
| Item | Quantity | R1Bog Construction INC | R2Shelly & Sands INC | R3Black Horse Bridge Construction INC | % of bid |
|---|---|---|---|---|---|
| 511E33412 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 87 CY | $780 | $1,275 | $1,725 | 11% |
| 509E10001 EPOXY COATED REINFORCING STEEL, AS PER PLAN | 28,552 LB | $2.00 | $2.00 | $2.25 | 9% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 180 CY | $315 | $350 | $266 | 9% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 117 CY | $475 | $1,150 | $650 | 9% |
| 526E15001 REINFORCED CONCRETE APPROACH SLABS (T=13"), AS PER | 160 SY | $340 |
| Item | Quantity | R1Bog Construction INC | R2Shelly & Sands INC | R3Black Horse Bridge Construction INC |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,000 | $2,000 | $6,000 |
| 202E23000 PAVEMENT REMOVED | 444 SY | $17.00 | $28.00 | $22.00 |
| 202E38000 GUARDRAIL REMOVED | 526 FT | $3.00 | $2.00 | $2.00 |
| 203E10000 EXCAVATION | 119 CY | $30.00 | $35.00 | $50.00 |
| 203E20000 EMBANKMENT | 20 CY | $150 | $30.00 | $55.00 |
| 204E10000 |
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 →
| $375 |
| $350 |
| 9% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $50,000 | $47,500 | $97,500 | 8% |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 1,120 FT | $37.00 | $34.00 | $45.00 | 7% |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $37,000 | $15,000 | $45,000 | 6% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 274 SY | $95.00 | $160 | $115 | 4% |
| 614E11300 SPECIAL - WORK ZONE TRAFFIC SIGNAL | 2 EACH | $12,500 | $12,500 | $15,000 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $24,000 | $40,000 | $40,000 | 4% |
| 507E92200 PREBORED HOLES | 502 FT | $40.00 | $48.00 | $140 | 3% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $20,000 | $5,000 | $13,000 | 3% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 70 FT | $270 | $266 | $280 | 3% |
| 442E22350 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 37 CY | $500 | $500 | $441 | 3% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 580 CY | $25.00 | $135 | $98.00 | 2% |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $3,000 | $3,000 | $2,880 | 2% |
| 526E90011 TYPE A INSTALLATION, AS PER PLAN | 72 FT | $165 | $150 | $170 | 2% |
| 442E22151 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE B ( | 27 CY | $400 | $500 | $346 | 2% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 350 FT | $30.00 | $27.00 | $24.60 | 2% |
| 565 SY |
| $4.00 |
| $5.00 |
| $11.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 254 CY | $10.00 | $34.00 | $48.00 |
| 204E30010 GRANULAR MATERIAL, TYPE B | 193 CY | $10.00 | $145 | $90.00 |
| 204E45000 PROOF ROLLING | 1 HOUR | $10.00 | $200 | $200 |
| 204E50000 GEOTEXTILE FABRIC | 282 SY | $3.00 | $4.00 | $2.50 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 4 STA | $100 | $40.00 | $40.00 |
| 601E32000 ROCK CHANNEL PROTECTION, TYPE A WITH FILTER | 76 CY | $90.00 | $120 | $120 |
| 601E32210 ROCK CHANNEL PROTECTION, TYPE C WITH AGGREGATE FIL | 22 CY | $150 | $100 | $112 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $50.00 | $26.00 | $100 |
| 659E00300 TOPSOIL | 27 CY | $100 | $45.00 | $60.00 |
| 659E10000 SEEDING AND MULCHING | 242 SY | $20.00 | $15.00 | $3.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 13 SY | $10.00 | $2.00 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.04 TON | $2,000 | $1,560 | $200 |
| 659E31000 LIME | 0.05 ACRE | $600 | $75.00 | $500 |
| 659E35000 WATER | 1 MGAL | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 1,500 EACH | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 129 FT | $20.00 | $38.00 | $12.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (VARIABLE; 3"TY | 387 SY | $17.00 | $24.00 | $54.00 |
| 304E20000 AGGREGATE BASE | 90 CY | $98.00 | $165 | $140 |
| 407E10000 TACK COAT | 101 GAL | $6.00 | $3.25 | $4.00 |
| 408E10000 PRIME COAT | 47 GAL | $70.00 | $30.00 | $52.00 |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 0.08 MILE | $50,000 | $46,000 | $20,000 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 0.04 MILE | $50,000 | $46,000 | $39,474 |
| 621E00100 RPM | 4 EACH | $875 | $700 | $675 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 4 EACH | $100 | $6.00 | $16.25 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 8 EACH | $15.00 | $9.00 | $8.50 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 24 FT | $25.00 | $25.00 | $25.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 12.6 FT | $50.00 | $27.00 | $45.00 |
| 630E80100 SIGN, FLAT SHEET | 2 SF | $100 | $37.00 | $250 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $200 | $80.00 | $475 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 1 EACH | $150 | $16.00 | $475 |
| 646E10010 EDGE LINE, 6" | 0.1 MILE | $30,000 | $75,000 | $16,560 |
| 646E10200 CENTER LINE | 0.05 MILE | $60,000 | $75,000 | $25,400 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 32 HOUR | $70.00 | $72.00 | $75.00 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,250 | $2,250 | $2,850 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BI-DIRECTIONAL | 16 EACH | $20.00 | $22.00 | $28.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 28 EACH | $20.00 | $18.00 | $32.00 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 0.19 MILE | $7,500 | $4,500 | $4,295 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.1 MILE | $10,000 | $13,750 | $12,990 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.55 MILE | $6,500 | $9,400 | $8,850 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.2 MILE | $8,500 | $7,000 | $6,600 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 25.1 FT | $50.00 | $12.00 | $12.00 |
| 616E10000 WATER | 5 MGAL | $1.00 | $55.00 | $1.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 645 FT | $15.00 | $20.00 | $20.00 |
| 622E41110 PORTABLE BARRIER, ANCHORED | 71 FT | $18.00 | $48.00 | $25.00 |
| 690E98400 SPECIAL - WORK INVOLVING ASBESTOS CONTAINING MATER | 1 LS | $1,000 | $3,500 | $100 |
| 202E22900 APPROACH SLAB REMOVED | 117 SY | $30.00 | $34.00 | $35.00 |
| 202E23500 WEARING COURSE REMOVED | 202 SY | $20.00 | $70.00 | $23.00 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $10,000 | $27,000 | $24,600 |
| 507E00150 STEEL PILES HP10X42, DRIVEN | 1,040 FT | $3.00 | $27.00 | $3.00 |
| 507E93300 STEEL POINTS OR SHOES | 16 EACH | $150 | $300 | $200 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 230 EACH | $15.00 | $30.00 | $23.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 209 SY | $30.00 | $28.00 | $30.00 |
| 512E10600 CONCRETE REPAIR BY EPOXY INJECTION | 8 FT | $300 | $580 | $200 |
| 512E33000 TYPE 2 WATERPROOFING | 21 SY | $65.00 | $26.00 | $65.00 |
| 513E95030 STRUCTURAL STEEL, MISC.: 3/4" DIAMETER ANCHOR RODS | 12 EACH | $475 | $800 | $1,000 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 59 SF | $15.00 | $8.00 | $5.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 170 SF | $18.00 | $8.00 | $9.00 |
| 516E14014 INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 90 FT | $36.00 | $40.00 | $26.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 81 CY | $90.00 | $100 | $148 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 120 FT | $15.00 | $6.00 | $12.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 24 FT | $20.00 | $8.00 | $17.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 98 SF | $75.00 | $250 | $170 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $4,800 | $32,000 | $12,000 |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $500 | $2,500 | $1,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $3,500 | $8,000 | $8,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E33412 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 87 CY | $780 | $68k | 8% |
| 509E10001 EPOXY COATED REINFORCING STEEL, AS PER PLAN | 28,552 LB | $2 | $57k | 7% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 180 CY | $315 | $57k | 7% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 117 CY | $475 | $56k | 7% |
| 526E15001 REINFORCED CONCRETE APPROACH SLABS (T=13"), AS PER | 160 SY | $340 | $54k | 7% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $50,000 | $50k | 6% |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 1,120 FT | $37 | $41k | 5% |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $37,000 | $37k | 4% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 274 SY | $95 | $26k | 3% |
| 614E11300 SPECIAL - WORK ZONE TRAFFIC SIGNAL | 2 EACH | $12,500 | $25k | 3% |