MRW-SR 314-(08.11) (20.62)
MRW County · est $0.9M
Bid dateThursday, February 22—
MRW County · est $0.9M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 60 more items below.
| Item | Quantity | R1Kelstin INC | R2Crawford Construction Company INC | R3Rietschlin Construction INC | R4Alan Stone CO INC | % of bid |
|---|---|---|---|---|---|---|
| 611E96470 18' X 7' CONDUIT, TYPE A, 706.05 | 48 FT | $1,700 | $2,300 | $2,700 | $3,200 | 14% |
| 611E96330 14' X 8' CONDUIT, TYPE A, 706.05 | 42 FT | $1,700 | $2,100 | $2,800 | $3,000 | 12% |
| 851E10000 PRECAST GRAVITY AND SEMIGRAVITY RETAINING WALL | 802 SF | $60.00 | $50.00 | $60.00 | $89.83 | 8% |
| 624E10000 MOBILIZATION | 1 LS | $45,000 | $45,000 | $40,000 | $65,000 | 8% |
| 851E10000 PRECAST GRAVITY AND SEMIGRAVITY RETAINING WALL | 564 SF | $65.00 | $100 | $64.00 | $95.02 | 6% |
| 614E12420 DETOUR SIGNING | 1 LS | $34,000 | $32,000 | $37,000 | $6,931 |
| Item | Quantity | R1Kelstin INC | R2Crawford Construction Company INC | R3Rietschlin Construction INC | R4Alan Stone CO INC |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,500 | $4,200 | $10,000 | $20,000 |
| 202E23000 PAVEMENT REMOVED | 349 SY | $20.00 | $20.00 | $20.00 | $23.54 |
| 202E35200 PIPE REMOVED, OVER 24" | 58 FT | $75.00 | $18.00 | $25.00 | $35.00 |
| 202E38001 GUARDRAIL REMOVED, AS PER PLAN | 300 FT | $10.00 | $9.00 | $6.00 | $15.00 |
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 →
| 6% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 103 CY | $330 | $363 | $363 | $364 | 6% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 82 CY | $400 | $520 | $510 | $594 | 6% |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 70 CY | $335 | $250 | $370 | $253 | 4% |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 190 CY | $120 | $112 | $190 | $134 | 4% |
| 203E10000 EXCAVATION | 220 CY | $100 | $39.00 | $30.00 | $33.98 | 4% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 55 CY | $400 | $541 | $580 | $594 | 4% |
| 203E20000 EMBANKMENT | 183 CY | $100 | $30.00 | $25.00 | $32.20 | 3% |
| 606E15050 GUARDRAIL, TYPE MGS | 737.5 FT | $23.20 | $26.00 | $26.00 | $27.51 | 3% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $15,000 | $33,000 | $20,700 | $48,506 | 3% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $15,000 | $31,200 | $22,700 | $31,621 | 3% |
| 606E26151 ANCHOR ASSEMBLY, MGS TYPE E, AS PER PLAN (MASH2016 | 6 EACH | $2,480 | $2,800 | $2,730 | $2,811 | 3% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 42 CY | $352 | $387 | $388 | $378 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $12,500 | $10,260 | $15,000 | $5,000 | 2% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 5,176 LB | $2.00 | $2.50 | $2.00 | $2.34 | 2% |
| 6 EACH |
| $500 |
| $466 |
| $450 |
| $560 |
| 202E75000 FENCE REMOVED | 24 FT | $50.00 | $11.00 | $30.00 | $55.00 |
| 204E10000 SUBGRADE COMPACTION | 389 SY | $10.00 | $2.70 | $6.00 | $4.62 |
| 606E15150 GUARDRAIL, TYPE MGS HALF POST SPACING | 25 FT | $32.40 | $37.00 | $36.00 | $35.50 |
| 606E15300 GUARDRAIL, TYPE MGS QUARTER POST SPACING WITH LONG | 43.75 FT | $47.20 | $53.00 | $52.00 | $75.00 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,320 | $1,500 | $1,460 | $1,217 |
| 606E98000 GUARDRAIL, MISC.: ALTERNATIVE GUARDRAIL PLACEMENT | 25 FT | $10.60 | $13.00 | $12.00 | $15.00 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $2,000 | $2,230 | $8,800 | $30,000 |
| 601E11000 RIPRAP, TYPE D | 34 SY | $150 | $400 | $290 | $395 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 4 CY | $150 | $150 | $320 | $254 |
| 659E00300 TOPSOIL | 189 CY | $20.00 | $44.00 | $50.00 | $45.00 |
| 659E00530 SEEDING AND MULCHING, CLASS 3B | 1,720 SY | $5.00 | $3.30 | $5.75 | $4.74 |
| 659E14000 REPAIR SEEDING AND MULCHING | 86 SY | $10.00 | $1.00 | $1.00 | $2.89 |
| 659E15000 INTER-SEEDING | 86 SY | $10.00 | $0.12 | $1.00 | $5.20 |
| 659E20000 COMMERCIAL FERTILIZER | 0.23 TON | $1,000 | $580 | $1,100 | $979 |
| 659E31000 LIME | 0.36 ACRE | $500 | $102 | $200 | $400 |
| 659E35000 WATER | 9.3 MGAL | $100 | $1.10 | $1.00 | $12.97 |
| 832E30000 EROSION CONTROL | 2,500 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E11000 6" CONSTRUCTION UNDERDRAINS | 120 FT | $35.00 | $28.00 | $19.00 | $25.00 |
| 605E31100 AGGREGATE DRAINS | 40 FT | $35.00 | $21.00 | $27.00 | $55.00 |
| 611E04900 12" CONDUIT, TYPE D | 37 FT | $100 | $60.00 | $80.00 | $79.47 |
| 611E16900 36" CONDUIT, TYPE D, 707.01 (.138), ALUMINIZED | 75 FT | $100 | $180 | $170 | $210 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.50" | 268 SY | $20.00 | $9.00 | $16.50 | $55.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, VARIABLE DEPTH | 850 SY | $11.00 | $10.00 | $12.10 | $15.00 |
| 304E20000 AGGREGATE BASE | 110 CY | $55.00 | $179 | $154 | $104 |
| 407E20000 NON-TRACKING TACK COAT | 135 GAL | $10.00 | $6.00 | $11.00 | $5.15 |
| 617E10100 COMPACTED AGGREGATE | 10 CY | $100 | $122 | $140 | $110 |
| 621E00100 RPM | 4 EACH | $750 | $900 | $760 | $233 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 4 EACH | $500 | $70.00 | $65.00 | $24.15 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 17 EACH | $10.00 | $12.00 | $11.00 | $13.33 |
| 642E00100 EDGE LINE, 4", TYPE 1 | 0.2 MILE | $2,500 | $4,500 | $2,750 | $10,801 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.08 MILE | $25,000 | $11,400 | $27,500 | $6,519 |
| 642E00300 CENTER LINE, TYPE 1 | 0.04 MILE | $32,250 | $61,700 | $35,500 | $11,360 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 48 HOUR | $77.00 | $25.00 | $86.00 | $80.00 |
| 614E18600 PORTABLE CHANGEABLE MESSAGE SIGN | 6 SNMT | $1,000 | $1,050 | $1,050 | $1,600 |
| 616E10000 WATER | 2 MGAL | $2.00 | $12.00 | $20.00 | $1.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $10,000 | $9,200 | $16,500 | $31,069 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $2,500 | $32,000 | $38,000 | $20,295 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 4,235 LB | $2.00 | $2.50 | $2.00 | $2.34 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $2,500 | $3,400 | $3,650 | $2,218 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 94 SY | $15.00 | $20.00 | $72.00 | $15.24 |
| 512E33000 TYPE 2 WATERPROOFING | 112 SY | $15.00 | $30.00 | $31.00 | $33.35 |
| 512E33010 TYPE 3 WATERPROOFING | 115 SY | $20.00 | $42.00 | $42.00 | $45.45 |
| 516E13601 1" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 42 SF | $15.00 | $30.00 | $42.00 | $50.35 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 29 CY | $125 | $100 | $115 | $136 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $10,000 | $7,800 | $16,800 | $33,744 |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 60 CY | $80.00 | $105 | $200 | $52.37 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $2,500 | $34,000 | $60,000 | $17,117 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $2,500 | $3,100 | $3,650 | $2,218 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 89 SY | $15.00 | $20.00 | $53.00 | $15.24 |
| 512E33000 TYPE 2 WATERPROOFING | 101 SY | $15.00 | $32.00 | $31.00 | $33.35 |
| 512E33010 TYPE 3 WATERPROOFING | 81 SY | $20.00 | $49.00 | $42.00 | $45.45 |
| 516E13601 1" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 53 SF | $15.00 | $30.00 | $39.00 | $39.90 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 53 CY | $125 | $100 | $95.00 | $136 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $10,000 | $5,600 | $5,000 | $40,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $8,000 | $3,400 | $10,000 | $21,405 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E96470 18' X 7' CONDUIT, TYPE A, 706.05 | 48 FT | $1,700 | $82k | 10% |
| 611E96330 14' X 8' CONDUIT, TYPE A, 706.05 | 42 FT | $1,700 | $71k | 9% |
| 851E10000 PRECAST GRAVITY AND SEMIGRAVITY RETAINING WALL | 802 SF | $60 | $48k | 6% |
| 624E10000 MOBILIZATION | 1 LS | $45,000 | $45k | 6% |
| 851E10000 PRECAST GRAVITY AND SEMIGRAVITY RETAINING WALL | 564 SF | $65 | $37k | 5% |
| 614E12420 DETOUR SIGNING | 1 LS | $34,000 | $34k | 4% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 103 CY | $330 | $34k | 4% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 82 CY | $400 | $33k | 4% |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 70 CY | $335 | $23k | 3% |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 190 CY | $120 | $23k | 3% |