CAR-Magnolia Sidewalks
CAR County · est $0.6M
Bid dateThursday, April 24—
CAR County · est $0.6M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 26 more items below.
| Item | Quantity | R1Stanley Miller Construction Company | R2Lms Construction INC | R3Shelly & Sands INC | R4Shelly Company | % of bid |
|---|---|---|---|---|---|---|
| 608E10001 4" CONCRETE WALK, AS PER PLAN | 17,630 SF | $8.35 | $8.25 | $6.50 | $6.65 | 32% |
| 608E52001 CURB RAMP, AS PER PLAN | 1,036 SF | $34.00 | $38.00 | $50.00 | $22.00 | 8% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $25,000 | $1,000 | $4,700 | $6,000 | 5% |
| 609E24510 CURB, TYPE 4-C | 734 FT | $34.00 | $45.00 | $42.00 | $40.00 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $22,500 | $20,000 | $15,000 | $30,000 | 5% |
| 608E98000 WALKWAY, MISC.: MONOLITHIC CURB AND SIDEWALK | 1,174 SF | $18.36 | $20.00 | $20.00 | $10.50 |
| Item | Quantity | R1Stanley Miller Construction Company | R2Lms Construction INC | R3Shelly & Sands INC | R4Shelly Company |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,722 | $2,500 | $540 | $4,500 |
| 202E32000 CURB REMOVED | 1,081 FT | $4.70 | $15.00 | $7.00 | $16.00 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 20 FT | $80.00 | $5.00 | $80.00 | $40.00 |
| 202E58000 MANHOLE REMOVED | 1 EACH | $2,000 | $600 | $1,300 | $1,000 |
| 203E10000 EXCAVATION |
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 →
| 5% |
| 690E98200 SPECIAL - BRICK PAVER RESTORATION AND REINSTALLAT | 1,012 SF | $21.00 | $31.00 | $45.00 | $50.00 | 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 32 CY | $650 | $650 | $875 | $550 | 4% |
| 202E30001 WALK REMOVED, AS PER PLAN | 14,692 SF | $1.20 | $2.00 | $2.00 | $4.50 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $17,500 | $6,000 | $35,000 | $60,000 | 4% |
| 630E97700 SIGNING, MISC.: SOLAR POWERED RECTANGULAR RAPID FL | 2 EACH | $8,000 | $7,500 | $7,600 | $11,200 | 3% |
| 638E10200 6" FIRE HYDRANT | 1 EACH | $14,800 | $9,000 | $5,920 | $9,375 | 3% |
| 608E13001 6" CONCRETE WALK, AS PER PLAN | 1,237 SF | $10.50 | $17.00 | $21.00 | $10.35 | 3% |
| 452E10011 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P, | 131 SY | $99.00 | $190 | $200 | $114 | 3% |
| 304E20000 AGGREGATE BASE | 69 CY | $160 | $200 | $175 | $240 | 2% |
| 452E09010 4" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 112 SY | $90.50 | $180 | $60.00 | $70.00 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $10,000 | $25,000 | $3,295 | $8,000 | 2% |
| 441E70200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (9 CY | $950 | $1,350 | $1,000 | $800 | 2% |
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 7 CY | $1,200 | $1,300 | $1,300 | $1,000 | 2% |
| 202E23000 PAVEMENT REMOVED | 258 SY | $26.00 | $23.00 | $34.00 | $35.00 | 1% |
| 8 CY |
| $90.00 |
| $300 |
| $95.00 |
| $65.00 |
| 203E20000 EMBANKMENT | 16 CY | $100 | $150 | $40.00 | $120 |
| 204E10000 SUBGRADE COMPACTION | 2,644 SY | $1.00 | $5.00 | $2.20 | $5.60 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $150 | $50.00 | $130 | $400 |
| 659E00300 TOPSOIL | 32 CY | $50.00 | $10.00 | $158 | $250 |
| 659E00500 SEEDING AND MULCHING, CLASS 1 | 286 SY | $7.00 | $10.00 | $19.00 | $4.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 14 SY | $1.00 | $5.00 | $1.00 | $10.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.01 TON | $800 | $20,000 | $1,050 | $2,000 |
| 659E31000 LIME | 0.06 ACRE | $150 | $5,000 | $168 | $100 |
| 659E35000 WATER | 5 MGAL | $1.00 | $10.00 | $1.10 | $10.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 611E10600 24" CONDUIT, TYPE C | 30 FT | $75.00 | $101 | $170 | $198 |
| 611E99574 MANHOLE, NO. 3 | 1 EACH | $6,000 | $10,000 | $5,100 | $4,250 |
| 407E10000 TACK COAT | 18 GAL | $25.00 | $10.00 | $3.50 | $3.00 |
| 452E12011 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P, | 27 SY | $160 | $267 | $160 | $160 |
| 638E10480 FIRE HYDRANT REMOVED | 1 EACH | $2,800 | $1,200 | $997 | $1,385 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 3 EACH | $500 | $600 | $5,900 | $100 |
| 644E00631 CROSSWALK LINE, 24", AS PER PLAN | 50 FT | $40.00 | $25.00 | $20.00 | $18.30 |
| 644E30000 REMOVAL OF PAVEMENT MARKING | 20 FT | $50.00 | $10.00 | $22.00 | $20.00 |
| 616E10000 WATER | 5 MGAL | $1.00 | $10.00 | $87.00 | $10.00 |
| 511E71100 CONCRETE, MISC.: RETAINING WALL | 1 CY | $3,000 | $3,800 | $2,500 | $2,000 |
| 619E16010 FIELD OFFICE, TYPE B | 4 MNTH | $1,500 | $1,500 | $4,500 | $2,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 608E10001 4" CONCRETE WALK, AS PER PLAN | 17,630 SF | $8.35 | $147k | 28% |
| 608E52001 CURB RAMP, AS PER PLAN | 1,036 SF | $34 | $35k | 7% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $25,000 | $25k | 5% |
| 609E24510 CURB, TYPE 4-C | 734 FT | $34 | $25k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $22,500 | $23k | 4% |
| 608E98000 WALKWAY, MISC.: MONOLITHIC CURB AND SIDEWALK | 1,174 SF | $18.36 | $22k | 4% |
| 690E98200 SPECIAL - BRICK PAVER RESTORATION AND REINSTALLAT | 1,012 SF | $21 | $21k | 4% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 32 CY | $650 | $21k | 4% |
| 202E30001 WALK REMOVED, AS PER PLAN | 14,692 SF | $1.2 | $18k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $17,500 | $18k | 3% |