Vin-SR 328-09.93
Vinton County · est $0.6M
Bid dateThursday, January 11—
Vinton County · est $0.6M
Published by ODOT on this contract’s Proposal PDF · EDGE 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 · 30 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Complete General Construction Company | R3Armstrong Steel Erectors INC | % of bid |
|---|---|---|---|---|---|
| 511E33310 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 199 CY | $834 | $800 | $775 | 28% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 58 CY | $856 | $925 | $650 | 8% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $47,500 | $40,000 | $95,500 | 8% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 51,896 LB | $0.90 | $0.87 | $0.80 | 8% |
| 507E92201 PREBORED HOLES, AS PER PLAN | 332 FT | $130 |
| Item | Quantity | R1Shelly & Sands INC | R2Complete General Construction Company | R3Armstrong Steel Erectors INC |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $1,000 | $6,000 | $5,000 |
| 202E38000 GUARDRAIL REMOVED | 273 FT | $2.00 | $3.00 | $2.00 |
| 203E20000 EMBANKMENT | 181 CY | $9.00 | $15.00 | $18.00 |
| 204E10000 SUBGRADE COMPACTION | 554 SY | $3.25 | $5.00 | $5.50 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 3 EACH | $1,230 | $860 | $1,000 |
| 606E35140 |
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 →
| $150 |
| $160 |
| 7% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 167 SY | $227 | $215 | $250 | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $27,000 | $10,000 | $7,500 | 5% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 81 CY | $325 | $220 | $300 | 4% |
| 517E72300 RAILING (DEEP BEAM RAIL WITH STEEL TUBULAR BACKUP | 208.5 FT | $100 | $108 | $100 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20,000 | $25,000 | 3% |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 431 CY | $40.00 | $90.00 | $96.50 | 3% |
| 203E10000 EXCAVATION | 977 CY | $13.50 | $18.00 | $10.00 | 2% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 46 CY | $275 | $250 | $260 | 2% |
| 507E71200 SPECIAL - PILE ENCASEMENT | 105 FT | $118 | $250 | $145 | 2% |
| 304E20000 AGGREGATE BASE | 87 CY | $120 | $90.00 | $95.00 | 2% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $9,000 | $30,000 | $12,500 | 2% |
| 507E00200 STEEL PILES HP12X53, FURNISHED | 300 FT | $30.00 | $22.00 | $25.00 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 425 FT | $20.00 | $18.32 | $15.50 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $8,500 | $4,000 | $5,000 | 1% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3" AVERAGE DE | 367 SY | $18.00 | $7.00 | $10.00 | 1% |
| 4 EACH |
| $848 |
| $490 |
| $650 |
| 659E10000 SEEDING AND MULCHING | 1,965 SY | $1.50 | $1.38 | $2.25 |
| 659E20000 COMMERCIAL FERTILIZER | 0.18 TON | $940 | $885 | $750 |
| 659E31000 LIME | 0.41 ACRE | $160 | $152 | $200 |
| 659E35000 WATER | 6 MGAL | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 65 FT | $22.50 | $20.00 | $25.00 |
| 407E10000 TACK COAT | 124 GAL | $2.25 | $3.00 | $2.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 9 EACH | $11.00 | $28.18 | $20.00 |
| 626E00116 BARRIER REFLECTOR, TYPE 5 (BIDIRECTIONAL) | 10 EACH | $17.00 | $6.50 | $10.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $34.00 | $50.00 | $55.00 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 1 EACH | $34.00 | $50.00 | $125 |
| 642E00094 EDGE LINE, 6" | 0.18 MILE | $5,800 | $5,420 | $8,400 |
| 642E00290 CENTER LINE | 0.09 MILE | $11,000 | $10,415 | $8,550 |
| 202E23500 WEARING COURSE REMOVED | 464 SY | $0.90 | $15.00 | $10.00 |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 280 FT | $21.00 | $19.00 | $20.00 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 143 SY | $26.50 | $25.00 | $25.00 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 53 SF | $7.25 | $2.00 | $4.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 77 SF | $12.00 | $10.00 | $5.00 |
| 516E25000 NYLON REINFORCED NEOPRENE SHEETING | 347 SF | $10.00 | $10.00 | $27.50 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 49 CY | $98.00 | $120 | $125 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 238.74 FT | $17.00 | $14.50 | $15.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 108 FT | $7.00 | $10.00 | $8.50 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 96 FT | $13.00 | $20.00 | $12.50 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $3,500 | $7,000 | $7,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E33310 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 199 CY | $834 | $166k | 26% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 58 CY | $856 | $50k | 8% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $47,500 | $48k | 7% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 51,896 LB | $0.9 | $47k | 7% |
| 507E92201 PREBORED HOLES, AS PER PLAN | 332 FT | $130 | $43k | 7% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 167 SY | $227 | $38k | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $27,000 | $27k | 4% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 81 CY | $325 | $26k | 4% |
| 517E72300 RAILING (DEEP BEAM RAIL WITH STEEL TUBULAR BACKUP | 208.5 FT | $100 | $21k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20k | 3% |