WYA-Carey SRTS Phase 2
WYA County · est $0.3M
Bid dateThursday, April 9—
Awarded toSMITH PAVING & EXCAVATING INC$262,073.6
WYA County · est $0.3M
Bid form · ODOT
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 608E10001 4" CONCRETE WALK, AS PER PLAN | 9,758 SF | $7 | $68k | 26% |
| 452E10011 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P, | 313 SY | $79 | $25k | 9% |
| 611E00100 4" CONDUIT, TYPE B | 615 FT | $40 | $25k | 9% |
| 624E10000 MOBILIZATION Section 8 - INCIDENTALS - Totals Awd $29,100.00 2 $33,500.00 3 $26,800.00 4 $33,040.00 5 $29,800.00 6 $77,214.16 | 1 LS | $18,500 | $19k | 7% |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 126 CY | $95 | $12k | 5% |
| 659E00300 TOPSOIL | 163 CY | $70 | $11k | 4% |
| 203E10000 EXCAVATION | 124 CY | $75 | $9k | 4% |
| 202E23000 PAVEMENT REMOVED | 411 SY | $20 | $8k | 3% |
| 832E30000 EROSION CONTROL Section 2 - EROSION CONTROL - Totals Awd $24,641.60 2 $30,044.40 3 $23,920.10 4 $26,839.40 5 $25,979.98 6 $35,383.35 | 8,000 EACH | $1 | $8k | 3% |
| 608E52001 CURB RAMP, AS PER PLAN | 929 SF | $7 | $7k | 2% |
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 30 more items below.
| Item | Quantity | R1Smith Paving & Excavating INC | R2R M H Concrete & Foundations INC | R3D L Smith Concrete LLC | R4Fenson Contracting LLC | R5Crawford Construction Company INC | R6Madex Construction CO | % of bid |
|---|---|---|---|---|---|---|---|---|
| 608E10001 4" CONCRETE WALK, AS PER PLAN | 9,758 SF | $7.00 | $6.50 | $9.50 | $7.75 | $10.70 | $12.55 | 29% |
| 452E10011 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P, | 313 SY | $79.00 | $80.00 | $95.00 | $125 | $144 | $156 | 11% |
| 611E00100 4" CONDUIT, TYPE B | 615 FT | $40.00 | $27.50 | $20.00 | $26.00 | $34.00 | $68.73 | 11% |
| 624E10000 MOBILIZATION Section 8 - INCIDENTALS - Totals Awd $29,100.00 2 $33,500.00 3 $26,800.00 4 $33,040.00 5 $29,800.00 6 $77,214.16 | 1 LS | $18,500 | $6,500 | $12,500 | $10,000 | $18,400 | $38,656 | 8% |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 126 CY | $95.00 | $75.00 | $65.00 | $98.00 | $153 | $240 | 5% |
| 659E00300 TOPSOIL | 163 CY | $70.00 | $81.00 | $60.00 | $78.00 | $62.00 | $75.26 | 5% |
| 203E10000 EXCAVATION | 124 CY | $75.00 | $70.00 | $40.00 | $88.00 | $93.00 | $83.02 | 4% |
| 202E23000 PAVEMENT REMOVED | 411 SY | $20.00 | $13.50 | $18.00 | $32.00 | $14.50 | $44.75 | 4% |
| 832E30000 EROSION CONTROL Section 2 - EROSION CONTROL - Totals Awd $24,641.60 2 $30,044.40 3 $23,920.10 4 $26,839.40 5 $25,979.98 6 $35,383.35 | 8,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 3% |
| 608E52001 CURB RAMP, AS PER PLAN | 929 SF | $7.00 | $16.80 | $18.00 | $34.00 | $27.00 | $45.16 | 3% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $5,800 | $2,500 | $2,500 | $4,500 | $2,200 | $3,119 | 2% |
| 614E11000 MAINTAINING TRAFFIC Section 7 - MAINTENANCE OF TRAFFIC - Totals Awd $5,000.00 2 $4,000.00 3 $3,500.00 4 $25,000.00 5 $4,100.00 6 $10,112.67 | 1 LS | $5,000 | $4,000 | $3,500 | $25,000 | $4,100 | $10,113 | 2% |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $5,000 | $17,500 | $6,000 | $10,500 | $4,700 | $11,579 | 2% |
| 611E98470 CATCH BASIN, NO. 2-2B | 1 EACH | $4,800 | $3,500 | $8,500 | $2,900 | $3,600 | $2,953 | 2% |
| 609E12001 COMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN | 94 FT | $47.00 | $45.00 | $52.00 | $75.00 | $90.00 | $122 | 2% |
| 659E00500 SEEDING AND MULCHING, CLASS 1 | 1,464 SY | $2.65 | $3.95 | $3.00 | $4.00 | $5.00 | $9.26 | 2% |
| 441E70700 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (5 CY | $650 | $750 | $1,200 | $600 | $1,000 | $5,789 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $3,000 | $3,500 | $5,500 | $7,500 | $3,900 | $12,505 | 1% |
| 644E00630 CROSSWALK LINE, 24" Section 6 - TRAFFIC CONTROL - Totals Awd $4,934.00 2 $7,606.00 3 $5,734.00 4 $5,835.00 5 $6,726.20 6 $12,158.45 | 260 FT | $11.00 | $13.00 | $12.00 | $12.75 | $14.00 | $20.84 | 1% |
| 609E26001 CURB, TYPE 6, AS PER PLAN | 77 FT | $37.00 | $35.00 | $20.00 | $62.00 | $100 | $98.42 | 1% |
| Item | Quantity | R1Smith Paving & Excavating INC | R2R M H Concrete & Foundations INC | R3D L Smith Concrete LLC | R4Fenson Contracting LLC | R5Crawford Construction Company INC | R6Madex Construction CO |
|---|---|---|---|---|---|---|---|
| 202E30000 WALK REMOVED | 37 SF | $10.00 | $2.50 | $2.00 | $9.50 | $10.00 | $23.01 |
| 203E20000 EMBANKMENT | 8 CY | $65.00 | $78.00 | $60.00 | $18.00 | $140 | $70.53 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET Section 1 - ROADWAY - Totals Awd $99,619.00 2 $97,979.20 3 $125,815.00 4 $137,230.00 5 $152,635.10 6 $198,795.46 | 4 EACH | $150 | $375 | $245 | $240 | $490 | $289 |
| 654E11000 COMMERCIAL FERTILIZER | 0.2 TON | $1,500 | $1,355 | $1,000 | $750 | $708 | $2,316 |
| 659E14000 REPAIR SEEDING AND MULCHING | 74 SY | $5.00 | $8.90 | $10.00 | $1.00 | $1.00 | $5.79 |
| 659E15000 INTER-SEEDING | 74 SY | $5.00 | $8.50 | $10.00 | $0.50 | $1.00 | $1.16 |
| 659E31000 LIME | 0.3 ACRE | $500 | $2,300 | $200 | $1.00 | $780 | $1,158 |
| 659E35000 WATER | 8.1 MGAL | $20.00 | $100 | $1.00 | $1.00 | $3.75 | $28.95 |
| 202E32000 CURB REMOVED | 87 FT | $15.00 | $8.50 | $10.00 | $15.00 | $51.00 | $33.67 |
| 202E32500 CURB AND GUTTER REMOVED | 84 FT | $15.00 | $9.00 | $10.00 | $15.00 | $80.00 | $40.32 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 49 FT | $35.00 | $15.00 | $20.00 | $13.00 | $16.00 | $42.62 |
| 611E00101 4" CONDUIT, TYPE B, AS PER PLAN, STORM REPAIR | 50 FT | $30.00 | $29.00 | $30.00 | $17.00 | $25.00 | $57.89 |
| 611E00901 6" CONDUIT, TYPE B, AS PER PLAN, STORM REPAIR | 50 FT | $35.00 | $30.00 | $60.00 | $19.00 | $25.00 | $86.84 |
| 611E01801 8" CONDUIT, TYPE B, AS PER PLAN, STORM REPAIR | 50 FT | $40.00 | $37.00 | $65.00 | $23.00 | $25.00 | $116 |
| 611E03100 10" CONDUIT, TYPE B | 10 FT | $80.00 | $70.00 | $100 | $110 | $150 | $232 |
| 611E99900 DRAINAGE STRUCTURE, MISC.:STORM CLEANOUT Section 3 - DRAINAGE - Totals Awd $48,797.00 2 $43,468.00 3 $47,668.00 4 $40,456.00 5 $59,061.00 6 $91,448.49 | 6 EACH | $300 | $1,400 | $1,500 | $415 | $200 | $579 |
| 304E20000 AGGREGATE BASE | 23 CY | $95.00 | $89.00 | $110 | $235 | $226 | $255 |
| 407E20000 NON-TRACKING TACK COAT, APPLIED AT 0.06 GAL./S.Y. | 7 GAL | $50.00 | $8.00 | $8.00 | $5.00 | $15.00 | $70.53 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 2 CY | $700 | $1,050 | $1,450 | $800 | $1,000 | $5,789 |
| 441E70500 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | — | $700 | $1,050 | $1,450 | $800 | $1,000 | $6,368 |
| 613E41200 LOW STRENGTH MORTAR BACKFILL Section 4 - PAVEMENT - Totals Awd $47,232.00 2 $47,218.00 3 $54,886.00 4 $66,238.00 5 $81,653.00 6 $146,596.73 | 5 CY | $250 | $325 | $225 | $465 | $400 | $289 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 3 EACH | $250 | $400 | $145 | $360 | $375 | $753 |
| 638E11100 METER AND CHAMBER REMOVED AND RESET Section 5 - WATER WORK - Totals Awd $2,750.00 2 $5,950.00 3 $2,560.00 4 $10,080.00 5 $6,125.00 6 $8,047.34 | 5 EACH | $400 | $950 | $425 | $1,800 | $1,000 | $1,158 |
| 630E08600 SIGN POST REFLECTOR | 3 EACH | $50.00 | $79.00 | $85.00 | $60.00 | $60.00 | $174 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 11 EACH | $75.00 | $115 | $85.00 | $90.00 | $87.00 | $174 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 6 EACH | $11.00 | $215 | $15.00 | $14.00 | $13.00 | $261 |
| 644E00500 STOP LINE | 33 FT | $11.00 | $13.00 | $12.00 | $14.00 | $23.00 | $17.37 |
| 644E00620 CROSSWALK LINE, 12" | 134 FT | $5.00 | $7.50 | $7.00 | $6.00 | $8.30 | $16.21 |
| 623E50000 PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND R | 1 LS | $1,300 | $3,000 | $1,000 | $2,520 | $1,400 | $8,684 |
| 623E51000 POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND | 1 LS | $1,300 | $3,000 | $1,800 | $2,520 | $1,400 | $5,789 |
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 →