Ros-SR 138-17.28
Ross County · est $2.5M
Bid dateThursday, November 13—
Ross County · est $2.5M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 54 more items below.
| Item | Quantity | R1Alan Stone CO INC | R2Shelly & Sands INC | R3Sunesis Construction CO | R4Double Z Construction Company | R5Complete General Construction Company | R6George J Igel & CO INC | R7D G M INC | % of bid |
|---|---|---|---|---|---|---|---|---|---|
| 611E71000 CONDUIT, TYPE A, PRECAST REINFORCED CONCRETE ARCH | 56 FT | $10,000 | $7,500 | $10,151 | $7,750 | $7,000 | $9,250 | $13,571 | 27% |
| 203E35120 GRANULAR MATERIAL, TYPE C | 2,846 CY | $75.00 | $109 | $96.05 | $50.00 | $70.00 | $70.00 | $90.00 | 10% |
| Item | Quantity | R1Alan Stone CO INC | R2Shelly & Sands INC | R3Sunesis Construction CO | R4Double Z Construction Company | R5Complete General Construction Company | R6George J Igel & CO INC | R7D G M INC |
|---|---|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $25,000 | $35,000 | $19,013 | $25,000 | $30,000 | $46,000 | $18,000 |
| 202E23000 PAVEMENT REMOVED | 808 SY | $15.00 | $25.00 | $11.57 | $18.00 | $19.00 | $14.25 | $12.00 |
| 202E38000 GUARDRAIL REMOVED |
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 |
| $200,000 |
| $165,000 |
| $214,590 |
| $300,000 |
| $275,000 |
| $236,500 |
| $435,700 |
| 10% |
| 507E00650 14" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 2,400 FT | $45.00 | $42.00 | $58.97 | $70.00 | $75.00 | $45.00 | $62.00 | 5% |
| 511E46012 CLASS QC1 CONCRETE WITH QC/QA, RETAINING/WINGWALL | 102 CY | $950 | $1,000 | $1,624 | $1,300 | $1,500 | $1,000 | $1,025 | 5% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 141 CY | $650 | $600 | $873 | $800 | $700 | $915 | $675 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $78,000 | $50,000 | $73,074 | $80,000 | $90,000 | $83,000 | $100,000 | 4% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $75,000 | $110,000 | $79,083 | $120,000 | $100,000 | $136,000 | $86,000 | 4% |
| 507E00600 14" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVE | 2,100 FT | $35.00 | $58.00 | $43.47 | $19.00 | $10.00 | $55.00 | $20.00 | 4% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 273 CY | $260 | $225 | $225 | $265 | $265 | $225 | $280 | 3% |
| 638E07301 16" STEEL PIPE ENCASEMENT, BORED OR JACKED, AS PER | 53 FT | $1,300 | $1,400 | $1,109 | $1,650 | $2,000 | $1,500 | $833 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $65,000 | $125,000 | $103,935 | $100,000 | $135,000 | $145,000 | $100,000 | 3% |
| 511E46612 CLASS QC1 CONCRETE WITH QC/QA, HEADWALL | 44 CY | $1,300 | $1,500 | $1,826 | $1,750 | $1,800 | $1,500 | $1,400 | 3% |
| 638E00801 6" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 52, BOL | 208 FT | $260 | $210 | $251 | $425 | $225 | $975 | $327 | 3% |
| 203E10000 EXCAVATION | 2,688 CY | $20.00 | $30.00 | $26.56 | $40.00 | $27.00 | $17.50 | $25.00 | 3% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $50,000 | $12,000 | $11,407 | $50,000 | $42,000 | $135,000 | $37,500 | 2% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $45,000 | $50,000 | $14,730 | $85,000 | $200,000 | $25,000 | $300,000 | 2% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 29,500 LB | $1.50 | $2.00 | $2.12 | $2.40 | $2.75 | $2.15 | $1.60 | 2% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 134 CY | $310 | $350 | $350 | $290 | $290 | $350 | $305 | 2% |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $35,600 | $25,000 | $21,282 | $40,500 | $25,000 | $75,000 | $20,000 | 2% |
| 558 FT |
| $4.00 |
| $3.00 |
| $2.80 |
| $3.00 |
| $2.60 |
| $3.25 |
| $1.00 |
| 203E20000 EMBANKMENT | 1,753 CY | $10.00 | $22.00 | $14.66 | $15.00 | $31.00 | $6.15 | $25.00 |
| 204E10000 SUBGRADE COMPACTION | 1,756 SY | $3.50 | $6.00 | $3.69 | $5.00 | $4.00 | $3.40 | $5.00 |
| 204E45000 PROOF ROLLING | 1 HOUR | $260 | $300 | $278 | $200 | $140 | $132 | $75.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 462.5 FT | $25.00 | $25.00 | $25.00 | $24.40 | $24.40 | $24.98 | $28.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 2 EACH | $2,700 | $2,950 | $2,500 | $2,950 | $2,950 | $1,200 | $2,600 |
| 606E26500 ANCHOR ASSEMBLY, TYPE T | 2 EACH | $1,400 | $940 | $1,250 | $940 | $940 | $2,400 | $1,300 |
| 690E50000 SPECIAL - MAILBOX SUPPORT | 1 EACH | $550 | $210 | $114 | $210 | $210 | $320 | $200 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 20 SY | $120 | $75.00 | $119 | $110 | $130 | $61.16 | $120 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 116 CY | $130 | $120 | $216 | $215 | $135 | $120 | $120 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $220 | $150 | $125 | $150 | $150 | $150 | $50.00 |
| 659E00300 TOPSOIL | 162 CY | $40.00 | $65.00 | $71.63 | $65.00 | $50.00 | $6.05 | $22.50 |
| 659E10000 SEEDING AND MULCHING | 1,459 SY | $3.00 | $2.25 | $3.26 | $8.00 | $2.25 | $5.00 | $3.50 |
| 659E14000 REPAIR SEEDING AND MULCHING | 73 SY | $1.00 | $2.25 | $2.20 | $2.25 | $2.25 | $2.25 | $0.05 |
| 659E20000 COMMERCIAL FERTILIZER | 0.2 TON | $1,600 | $1,250 | $1,400 | $1,250 | $1,250 | $1,250 | $1,500 |
| 659E31000 LIME | 0.3 ACRE | $220 | $150 | $450 | $150 | $150 | $150 | $300 |
| 659E35000 WATER | 8 MGAL | $1.00 | $1.00 | $1.39 | $1.00 | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 1,530 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 99 FT | $40.00 | $20.00 | $23.26 | $25.00 | $38.00 | $41.50 | $25.00 |
| 611E01400 6" CONDUIT, TYPE E, AS DIRECTED BY ENGINEER | 50 FT | $25.00 | $14.00 | $15.33 | $8.00 | $25.00 | $24.50 | $8.00 |
| 611E01500 6" CONDUIT, TYPE F, AS DIRECTED BY ENGINEER | 50 FT | $30.00 | $14.00 | $15.33 | $8.00 | $30.00 | $24.50 | $6.00 |
| 611E01800 8" CONDUIT, TYPE B, AS DIRECTED BY ENGINEER | 50 FT | $30.00 | $25.00 | $37.79 | $16.00 | $35.00 | $32.90 | $12.00 |
| 304E20000 AGGREGATE BASE | 284 CY | $90.00 | $110 | $87.41 | $98.00 | $120 | $78.15 | $95.00 |
| 407E10000 TACK COAT | 177 GAL | $5.00 | $3.50 | $3.50 | $4.50 | $4.50 | $3.50 | $4.50 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 201 FT | $25.00 | $12.00 | $19.27 | $55.00 | $35.20 | $3.00 | $10.00 |
| 638E06700 16" STEEL PIPE ENCASEMENT, OPEN CUT | 30 FT | $95.00 | $625 | $238 | $200 | $350 | $400 | $409 |
| 638E08400 6" INSERTING VALVE AND VALVE BOX | 1 EACH | $8,300 | $17,500 | $11,156 | $16,000 | $7,500 | $16,000 | $18,000 |
| 626E00112 BARRIER REFLECTOR, TYPE 3, BIDIRECTIONAL | 9 EACH | $15.00 | $13.00 | $12.50 | $13.80 | $13.80 | $15.00 | $15.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 4 EACH | $110 | $268 | $100 | $300 | $75.00 | $50.00 | $100 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 4 EACH | $220 | $241 | $200 | $300 | $225 | $50.00 | $200 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.16 MILE | $7,900 | $7,200 | $4,200 | $6,750 | $4,200 | $6,750 | $12,000 |
| 642E00300 CENTER LINE, TYPE 1 | 0.12 MILE | $10,000 | $9,000 | $4,200 | $9,000 | $4,200 | $9,000 | $18,000 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,300 | $2,580 | $1,847 | $1,850 | $1,900 | $2,200 | $2,000 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (TWO WAY) | 24 EACH | $55.00 | $7.00 | $10.76 | $19.00 | $11.00 | $45.00 | $25.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 24 EACH | $55.00 | $15.00 | $19.88 | $20.00 | $20.00 | $45.00 | $25.00 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 0.42 MILE | $6,200 | $5,250 | $9,500 | $5,250 | $9,500 | $5,250 | $17,000 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 50 FT | $15.00 | $14.00 | $10.00 | $14.00 | $10.00 | $14.00 | $12.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $20,000 | $15,000 | $11,569 | $45,000 | $30,000 | $16,500 | $2,500 |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 370 SY | $95.00 | $110 | $92.16 | $100 | $80.00 | $85.00 | $120 |
| 616E10000 WATER | 9 MGAL | $0.10 | $50.00 | $15.09 | $40.00 | $160 | $57.25 | $1.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 420 FT | $35.00 | $35.00 | $21.02 | $28.00 | $44.00 | $35.00 | $20.00 |
| 622E41110 PORTABLE BARRIER, ANCHORED | 470 FT | $50.00 | $50.00 | $20.92 | $22.00 | $50.00 | $31.00 | $30.00 |
| 202E22900 APPROACH SLAB REMOVED | 112 SY | $110 | $50.00 | $36.12 | $60.00 | $60.00 | $55.00 | $30.00 |
| 202E23500 WEARING COURSE REMOVED | 586 SY | $2.50 | $23.00 | $8.96 | $20.00 | $20.00 | $23.00 | $8.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 204 SY | $35.00 | $32.00 | $35.49 | $48.00 | $32.00 | $30.00 | $40.00 |
| 512E33000 TYPE 2 WATERPROOFING | 502 SY | $30.00 | $28.00 | $28.50 | $19.00 | $28.50 | $29.00 | $17.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 15 SF | $2.00 | $12.00 | $4.74 | $10.00 | $15.00 | $9.50 | $20.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 115 CY | $60.00 | $130 | $122 | $160 | $145 | $125 | $120 |
| 523E20000 DYNAMIC LOAD TESTING | 1 EACH | $4,400 | $4,700 | $8,112 | $4,700 | $5,000 | $5,379 | $8,000 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $15,000 | $15,000 | $14,524 | $18,000 | $18,000 | $14,000 | $60,000 |
| 619E16000 FIELD OFFICE, TYPE A | 4 MNTH | $2,500 | $4,000 | $3,498 | $2,000 | $3,300 | $1,505 | $1,750 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $16,000 | $20,000 | $30,800 | $18,000 | $30,000 | $17,000 | $12,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E71000 CONDUIT, TYPE A, PRECAST REINFORCED CONCRETE ARCH | 56 FT | $10,000 | $560k | 23% |
| 203E35120 GRANULAR MATERIAL, TYPE C | 2,846 CY | $75 | $213k | 9% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $200,000 | $200k | 8% |
| 507E00650 14" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 2,400 FT | $45 | $108k | 4% |
| 511E46012 CLASS QC1 CONCRETE WITH QC/QA, RETAINING/WINGWALL | 102 CY | $950 | $97k | 4% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 141 CY | $650 | $92k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $78,000 | $78k | 3% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $75,000 | $75k | 3% |
| 507E00600 14" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVE | 2,100 FT | $35 | $74k | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 273 CY | $260 | $71k | 3% |