TUS-Maple & Church St Improve
TUS County · est $2.3M
Bid dateThursday, April 24—
TUS County · est $2.3M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 50 more items below.
| Item | Quantity | R1Shelly & Sands INC | % of bid |
|---|---|---|---|
| 638E01131 6" WATER MAIN POLYVINYL CHLORIDE PIPE AND FITTINGS | 2,391 FT | $115 | 15% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 605 CY | $240 | 8% |
| 611E01801 8" CONDUIT, TYPE B, AS PER PLAN (707.45 FOR SANITA | 713 FT | $200 | 8% |
| 608E10001 4" CONCRETE WALK, AS PER PLAN | 16,971 SF | $7.75 | 7% |
| 611E04401 12" CONDUIT, TYPE B, AS PER PLAN | 897 FT | $134 | 7% |
| 609E12001 COMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN | 3,709 FT | $30.00 | 6% |
| 624E10000 MOBILIZATION | 1 LS | $110,000 | 6% |
| 638E05301 3/4" POLYETHYLENE SERVICE BRANCH, AS PER PLAN | 969 FT | $106 | 6% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (392 CY | $225 | 5% |
| 304E20000 AGGREGATE BASE | 705 CY | $125 | 5% |
| 608E52001 CURB RAMP, AS PER PLAN | 1,295 SF | $60.00 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $65,000 | 4% |
| 611E00901 6" CONDUIT, TYPE B, AS PER PLAN (707.45 FOR SANITA | 251 FT | $240 | 3% |
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 237 CY | $250 | 3% |
| 611E98180 CATCH BASIN, NO. 3A | 18 EACH | $3,200 | 3% |
| 659E00300 TOPSOIL | 659 CY | $75.00 | 3% |
| 638E10200 6" FIRE HYDRANT | 5 EACH | $9,200 | 2% |
| 202E23000 PAVEMENT REMOVED | 3,150 SY | $14.00 | 2% |
| 511E71300 CONCRETE, MISC.: CONCRETE RETAINING WALL | 12 SY | $3,000 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $30,000 | 2% |
| Item | Quantity | R1Shelly & Sands INC |
|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $10,000 |
| 202E30001 WALK REMOVED, AS PER PLAN | 15,123 SF | $1.00 |
| 202E30200 STEPS REMOVED | 4 FT | $70.00 |
| 202E32000 CURB REMOVED | 3,593 FT | $4.00 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 3,348 FT | $4.00 |
| 202E58000 MANHOLE REMOVED | 3 EACH | $350 |
| 202E58100 CATCH BASIN REMOVED | 8 EACH | $340 |
| 203E10000 EXCAVATION | 25 CY | $33.00 |
| 203E20000 EMBANKMENT | 267 CY | $33.00 |
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 →
| 204E10000 SUBGRADE COMPACTION | 5,684 SY | $4.50 |
| 608E13001 6" CONCRETE WALK, AS PER PLAN | 466 SF | $18.00 |
| 608E15001 8" CONCRETE WALK, AS PER PLAN | 456 SF | $17.00 |
| 608E40000 CONCRETE STEPS, TYPE A | 4 FT | $450 |
| 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | 28 EACH | $600 |
| 601E40000 PAVED GUTTER, MISC.: PAVED GUTTER | 149 FT | $199 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $134 |
| 659E00500 SEEDING AND MULCHING, CLASS 1 | 3,226 SY | $2.00 |
| 659E10000 SEEDING AND MULCHING | 2,710 SY | $1.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 161 SY | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.44 TON | $950 |
| 659E31000 LIME | 0.67 ACRE | $170 |
| 659E35000 WATER | 18 MGAL | $1.00 |
| 670E00500 SLOPE EROSION PROTECTION | 2,710 SY | $1.50 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $2,700 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $6,700 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $8,050 |
| 832E30000 EROSION CONTROL | 20,000 EACH | $1.00 |
| 611E01101 6" CONDUIT, TYPE C, AS PER PLAN | 30 FT | $40.00 |
| 611E07401 18" CONDUIT, TYPE B, AS PER PLAN | 174 FT | $140 |
| 611E10401 24" CONDUIT, TYPE B, AS PER PLAN | 10 FT | $300 |
| 611E10601 24" CONDUIT, TYPE C, AS PER PLAN | 8 FT | $300 |
| 611E97400 CONDUIT, MISC.: TYPE C FOR DRAINAGE DISCHARGE CONT | 100 FT | $35.00 |
| 611E97400 CONDUIT, MISC.: TYPE E FOR DRAINAGE DISCHARGE CONT | 100 FT | $35.00 |
| 611E97400 CONDUIT, MISC.: TYPE F FOR DRAINAGE DISCHARGE CONT | 100 FT | $35.00 |
| 611E98150 CATCH BASIN, NO. 3 | 2 EACH | $3,800 |
| 611E98470 CATCH BASIN, NO. 2-2B | 1 EACH | $2,200 |
| 407E10000 TACK COAT | 657 GAL | $3.50 |
| 407E13900 TACK COAT, 702.13 | 417 GAL | $3.50 |
| 441E70500 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | — | $750 |
| 452E10011 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P, | 105 SY | $150 |
| 452E12011 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P, | 133 SY | $130 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE' 3? | 1,713 SY | $13.00 |
| 638E07800 6" GATE VALVE AND VALVE BOX | 14 EACH | $1,650 |
| 638E09300 6" X 6" TAPPING SLEEVE, VALVE AND VALVE BOX | 1 EACH | $3,900 |
| 638E10480 FIRE HYDRANT REMOVED | 5 EACH | $800 |
| 638E98000 WATER WORK, MISC.:CONNECTION TO EXISTING WATERLINE | 6 EACH | $4,000 |
| 611E99575 MANHOLE, NO. 3, AS PER PLAN | 3 EACH | $7,200 |
| 616E10000 WATER | 5 MGAL | $200 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $12,714 |
| 619E16010 FIELD OFFICE, TYPE B | 5 MNTH | $3,600 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 638E01131 6" WATER MAIN POLYVINYL CHLORIDE PIPE AND FITTINGS | 2,391 FT | $115 | $275k | 12% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 605 CY | $240 | $145k | 6% |
| 611E01801 8" CONDUIT, TYPE B, AS PER PLAN (707.45 FOR SANITA | 713 FT | $200 | $143k | 6% |
| 608E10001 4" CONCRETE WALK, AS PER PLAN | 16,971 SF | $7.75 | $132k | 6% |
| 611E04401 12" CONDUIT, TYPE B, AS PER PLAN | 897 FT | $134 | $120k | 5% |
| 609E12001 COMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN | 3,709 FT | $30 | $111k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $110,000 | $110k | 5% |
| 638E05301 3/4" POLYETHYLENE SERVICE BRANCH, AS PER PLAN | 969 FT | $106 | $103k | 4% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (392 CY | $225 | $88k | 4% |
| 304E20000 AGGREGATE BASE | 705 CY | $125 | $88k | 4% |