SCI-SR 335-10.31
SCI County · est $2.0M
Bid dateThursday, August 8—
SCI County · est $2.0M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 65 more items below.
| Item | Quantity | R1Sunesis Construction CO | R2Complete General Construction Company | R3George J Igel & CO INC | R4Shelly & Sands INC | R5Beaver Excavating Company | R6D G M INC | R7Alan Stone CO INC | % of bid |
|---|---|---|---|---|---|---|---|---|---|
| 515E15120 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 4 EACH | $107,716 | $95,000 | $110,000 | $97,000 | $98,500 | $122,325 | $110,000 | 28% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 218 CY | $1,140 | $1,050 | $1,015 | $1,044 | $925 | $1,135 | $1,400 | 16% |
| Item | Quantity | R1Sunesis Construction CO | R2Complete General Construction Company | R3George J Igel & CO INC | R4Shelly & Sands INC | R5Beaver Excavating Company | R6D G M INC | R7Alan Stone CO INC |
|---|---|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $8,322 | $12,000 | $10,000 | $35,000 | $15,000 | $14,000 | $45,000 |
| 202E38000 GUARDRAIL REMOVED | 476 FT | $3.00 | $2.00 | $5.00 | $2.50 | $2.50 | $1.00 | $4.00 |
| 202E53100 MAILBOX REMOVED | 14 EACH |
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 →
| 310 FT |
| $455 |
| $484 |
| $465 |
| $455 |
| $515 |
| $525 |
| $590 |
| 9% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, | 362 CY | $265 | $213 | $213 | $213 | $213 | $217 | $270 | 6% |
| 624E10000 MOBILIZATION | 1 LS | $91,252 | $100,000 | $40,000 | $100,000 | $104,755 | $40,000 | $125,000 | 6% |
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA | 178 SY | $426 | $400 | $450 | $443 | $425 | $330 | $500 | 5% |
| 524E94604 DRILLED SHAFTS, 30" DIAMETER, INTO BEDROCK | 150 FT | $387 | $550 | $400 | $282 | $575 | $430 | $300 | 4% |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 55 CY | $971 | $1,350 | $1,050 | $1,646 | $1,000 | $700 | $1,400 | 3% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 52,898 LB | $1.00 | $1.60 | $1.80 | $1.60 | $1.45 | $1.25 | $1.50 | 3% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 63 CY | $649 | $800 | $1,025 | $916 | $700 | $650 | $800 | 3% |
| 202E11002 STRUCTURE REMOVED, OVER 20 FOOT SPAN | 1 LS | $34,774 | $85,000 | $144,000 | $56,000 | $180,000 | $120,000 | $165,000 | 2% |
| 203E10000 EXCAVATION | 850 CY | $34.00 | $26.00 | $16.20 | $32.00 | $25.00 | $25.00 | $35.00 | 2% |
| 304E20000 AGGREGATE BASE | 318 CY | $86.00 | $120 | $78.00 | $97.00 | $95.00 | $85.00 | $100 | 2% |
| 253E02000 PAVEMENT REPAIR | 75 CY | $353 | $480 | $233 | $480 | $480 | $280 | $440 | 2% |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 190 CY | $139 | $100 | $115 | $78.00 | $135 | $85.00 | $250 | 2% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, | 76 CY | $325 | $263 | $263 | $263 | $263 | $270 | $360 | 2% |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 50 CY | $492 | $275 | $338 | $235 | $380 | $180 | $450 | 2% |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 8 EACH | $2,988 | $2,100 | $4,000 | $2,670 | $2,675 | $2,750 | $3,100 | 2% |
| 515E20000 INTERMEDIATE DIAPHRAGMS | 9 EACH | $2,645 | $3,000 | $3,075 | $3,575 | $3,225 | $2,700 | $4,300 | 2% |
| 202E23000 PAVEMENT REMOVED | 1,919 SY | $12.00 | $14.00 | $15.00 | $8.00 | $15.00 | $7.00 | $25.00 | 1% |
| $40.00 |
| $15.00 |
| $40.00 |
| $45.00 |
| $15.00 |
| $40.00 |
| $95.00 |
| 202E75000 FENCE REMOVED | 117 FT | $5.00 | $8.50 | $7.40 | $8.00 | $8.50 | $6.00 | $9.00 |
| 203E20000 EMBANKMENT | 605 CY | $17.00 | $29.00 | $25.00 | $23.00 | $15.00 | $25.00 | $30.00 |
| 204E10000 SUBGRADE COMPACTION | 2,257 SY | $3.00 | $4.00 | $3.50 | $5.00 | $2.00 | $4.00 | $4.50 |
| 204E13000 EXCAVATION OF SUBGRADE | 189 CY | $47.00 | $56.00 | $35.00 | $37.00 | $25.00 | $30.00 | $25.00 |
| 204E20000 EMBANKMENT | 189 CY | $96.00 | $90.00 | $10.00 | $90.00 | $25.00 | $20.00 | $20.00 |
| 204E45000 PROOF ROLLING | 1 HOUR | $382 | $130 | $136 | $275 | $250 | $75.00 | $220 |
| 209E60200 LINEAR GRADING | 4.2 STA | $566 | $1,500 | $525 | $980 | $325 | $800 | $340 |
| 606E15050 GUARDRAIL, TYPE MGS | 412.5 FT | $20.00 | $19.20 | $20.00 | $20.00 | $26.00 | $27.00 | $30.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 2 EACH | $2,500 | $2,565 | $2,500 | $2,500 | $2,400 | $2,450 | $2,600 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,100 | $1,380 | $1,100 | $1,100 | $1,350 | $1,400 | $1,200 |
| 606E34600 MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 | 4 EACH | $2,500 | $2,420 | $2,500 | $2,500 | $2,300 | $2,350 | $3,500 |
| 690E50000 SPECIAL - MAILBOX SUPPORT | 14 EACH | $178 | $160 | $75.00 | $150 | $150 | $160 | $290 |
| 659E00300 TOPSOIL | 76 CY | $45.00 | $40.00 | $25.00 | $54.00 | $50.00 | $20.00 | $35.00 |
| 659E10000 SEEDING AND MULCHING | 5,121 SY | $2.00 | $1.00 | $3.00 | $1.00 | $1.00 | $1.50 | $4.50 |
| 659E14000 REPAIR SEEDING AND MULCHING | 256 SY | $2.00 | $1.00 | $1.00 | $1.00 | $1.00 | $0.05 | $3.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.69 TON | $1,400 | $1,250 | $1,250 | $1,250 | $1,250 | $1,500 | $980 |
| 659E31000 LIME | 1.06 ACRE | $450 | $150 | $150 | $150 | $150 | $300 | $400 |
| 659E35000 WATER | 28 MGAL | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $15.00 |
| 670E00500 SLOPE EROSION PROTECTION | 688 SY | $2.00 | $2.50 | $2.50 | $2.50 | $2.50 | $3.00 | $2.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $1,925 | $2,500 | $1,925 | $2,500 | $1,925 | $2,000 | $2,500 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $3,360 | $12,200 | $4,080 | $7,200 | $8,190 | $8,000 | $15,000 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $11,474 | $11,500 | $8,500 | $11,475 | $11,500 | $12,000 | $8,200 |
| 832E30000 EROSION CONTROL | 17,127 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 398 FT | $17.00 | $16.00 | $35.00 | $15.00 | $22.00 | $20.00 | $25.00 |
| 407E10000 TACK COAT | 174 GAL | $4.00 | $2.50 | $2.50 | $2.50 | $2.50 | $2.50 | $20.00 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 153 CY | $126 | $126 | $90.00 | $104 | $100 | $90.00 | $110 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, | 54 CY | $350 | $275 | $275 | $275 | $275 | $280 | $390 |
| 621E00100 RPM | 10 EACH | $335 | $427 | $384 | $500 | $384 | $425 | $510 |
| 626E00112 BARRIER REFLECTOR, TYPE 3 | 11 EACH | $12.00 | $13.00 | $12.00 | $12.00 | $11.00 | $12.00 | $15.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 104 FT | $15.00 | $27.50 | $15.00 | $15.00 | $23.00 | $17.00 | $35.00 |
| 630E80100 SIGN, FLAT SHEET | 10 SF | $25.00 | $32.00 | $25.00 | $25.00 | $30.00 | $30.00 | $40.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 2 EACH | $25.00 | $10.00 | $25.00 | $25.00 | $45.00 | $20.00 | $20.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 3 EACH | $100 | $55.00 | $100 | $100 | $150 | $100 | $100 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 8 EACH | $25.00 | $15.00 | $25.00 | $25.00 | $100 | $20.00 | $25.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.29 MILE | $3,925 | $5,770 | $6,630 | $3,925 | $6,630 | $6,500 | $6,900 |
| 642E00300 CENTER LINE, TYPE 1 | 0.15 MILE | $7,550 | $4,815 | $12,827 | $7,550 | $12,827 | $6,000 | $5,700 |
| 407E10000 TACK COAT | 50 GAL | $4.00 | $2.50 | $10.25 | $2.50 | $2.50 | $2.50 | $5.00 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, | 50 CY | $395 | $380 | $186 | $380 | $380 | $330 | $360 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 8 HOUR | $85.00 | $95.00 | $100 | $110 | $75.00 | $50.00 | $150 |
| 614E12420 DETOUR SIGNING | 1 LS | $9,475 | $6,802 | $7,500 | $7,500 | $5,000 | $7,200 | $10,000 |
| 616E10000 WATER | 5 MGAL | $8.00 | $150 | $75.00 | $72.00 | $90.00 | $1.00 | $0.20 |
| 617E10100 COMPACTED AGGREGATE | 50 CY | $144 | $100 | $65.00 | $149 | $85.00 | $50.00 | $110 |
| 202E22900 APPROACH SLAB REMOVED | 300 SY | $26.00 | $30.00 | $52.15 | $23.00 | $25.00 | $35.00 | $55.00 |
| 202E23500 WEARING COURSE REMOVED | 745 SY | $11.00 | $14.32 | $22.50 | $10.00 | $4.00 | $5.00 | $20.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $6,888 | $10,000 | $100 | $45,000 | $5,000 | $109,000 | $275,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $13,023 | $25,000 | $50,000 | $37,000 | $30,000 | $20,000 | $35,000 |
| 503E31100 ROCK EXCAVATION | 55 CY | $134 | $90.00 | $160 | $59.00 | $100 | $75.00 | $120 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $2,879 | $3,700 | $4,600 | $4,800 | $3,850 | $2,500 | $4,900 |
| 512E10100 SEALING OF CONCRETE SURFACES | 485 SY | $27.00 | $26.50 | $26.50 | $26.50 | $26.50 | $30.00 | $45.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 131 SF | $5.00 | $15.00 | $13.00 | $9.00 | $10.00 | $20.00 | $15.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 68 FT | $48.00 | $48.25 | $40.00 | $48.25 | $33.00 | $47.50 | $70.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 72 CY | $120 | $110 | $135 | $119 | $125 | $100 | $180 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 302 FT | $16.00 | $15.50 | $20.00 | $15.50 | $17.00 | $18.00 | $35.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 105 FT | $4.00 | $14.00 | $20.00 | $5.50 | $14.00 | $20.00 | $30.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 40 FT | $25.00 | $25.00 | $20.00 | $5.50 | $23.00 | $30.00 | $20.00 |
| 524E94702 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK | 47 FT | $219 | $725 | $295 | $1,004 | $400 | $430 | $800 |
| 526E90010 TYPE A INSTALLATION | 69 FT | $190 | $200 | $260 | $256 | $225 | $225 | $350 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 29 CF | $686 | $687 | $780 | $800 | $687 | $775 | $820 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $10,897 | $12,000 | $10,000 | $11,700 | $16,000 | $50,000 | $20,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $5,249 | $9,000 | $9,000 | $3,950 | $11,500 | $26,000 | $40,000 |
| 619E16000 FIELD OFFICE, TYPE A | 4 MNTH | $1,660 | $2,500 | $1,480 | $4,700 | $2,700 | $2,500 | $1,500 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $20,450 | $15,000 | $15,000 | $23,000 | $22,000 | $12,000 | $18,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 515E15120 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 4 EACH | $107,716 | $431k | 22% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 218 CY | $1,140 | $249k | 13% |
| 517E70100 RAILING | 310 FT | $455 | $141k | 7% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, | 362 CY | $265 | $96k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $91,252 | $91k | 5% |
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA | 178 SY | $426 | $76k | 4% |
| 524E94604 DRILLED SHAFTS, 30" DIAMETER, INTO BEDROCK | 150 FT | $387 | $58k | 3% |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 55 CY | $971 | $53k | 3% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 52,898 LB | $1 | $53k | 3% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 63 CY | $649 | $41k | 2% |