Parking Areas
Portage County
Bid dateThursday, June 25—
Project scope
Bid form · ODOT
- ROADWAY45%
- TRAFFIC CONTROL15%
- PAVEMENT11%
- INCIDENTALS11%
- DRAINAGE9%
- EROSION CONTROL4%
- Other6%
Cost concentration table renders only when the active letting’s own line items are present. The donut above is aggregated from this bid.
Bid item schedule
As advertised by ODOT — 47 pay items with quantities and units. Contractor unit prices appear here once bids open.
| # | Item | Description | Quantity |
|---|---|---|---|
| 1 | 201E11000 | CLEARING AND GRUBBING | Lump sum |
| 2 | 202E23001 | PAVEMENT REMOVED, AS PER PLAN (ASPHALT) | 318 SY |
| 3 | 202E23001 | PAVEMENT REMOVED, AS PER PLAN (GRAVEL) | 352 SY |
| 4 | 202E98100 | REMOVAL MISC.: INSPECTION WELL | 2 EACH |
| 5 | 202E98100 | REMOVAL MISC.:BOLLARDS REMOVED | 3 EACH |
| 6 | 202E98200 | REMOVAL MISC.: CONDUIT | 70 FT |
| 7 | 203E10000 | EXCAVATION | 520 CY |
| 8 | 203E20000 | EMBANKMENT | 520 CY |
| 9 | 203E20001 | EMBANKMENT, AS PER PLAN | 50 CY |
| 10 | 203E98600 | ROADWAY, MISC.:TONE BLOCK DELIVERY AND PLACEMENT | 2 EACH |
| 11 | 204E10000 | SUBGRADE COMPACTION | 1,875 SY |
| 12 | 204E13000 | EXCAVATION OF SUBGRADE | 29 CY |
| 13 | 204E30010 | GRANULAR MATERIAL, TYPE B | 29 CY |
| 14 | 204E45000 | PROOF ROLLING | 1 HOUR |
| 15 | 204E50000 | GEOTEXTILE FABRIC | 98 SY |
| 16 | 651E10001 | TOPSOIL STOCKPILED, AS PER PLAN | 200 CY |
| 17 | 653E10001 | TOPSOIL FURNISHED AND PLACED, AS PER PLAN | 200 CY |
| 18 | 690E50500 | SPECIAL - CONCRETE PARKING BLOCK | 24 EACH |
| 19 | 690E50600 | SPECIAL - BOLLARD | 2 EACH |
| 20 | 690E91000 | SPECIAL - AS-BUILT CONSTRUCTION PLANS | Lump sum |
| 21 | 690E98400 | SPECIAL - SURVEY CONTROL VERIFICATION | Lump sum |
| 22 | 659E10001 | SEEDING AND MULCHING, AS PER PLAN | 841 SY |
| 23 | 832E30000 | EROSION CONTROL | 9,000 EACH |
| 24 | 611E97400 | CONDUIT, MISC.: TYPE C FOR DRAINAGE DISCHARGE CONTINUANCE | 20 FT |
| 25 | 611E97400 | CONDUIT, MISC.: TYPE E FOR DRAINAGE DISCHARGE CONTINUANCE | 20 FT |
Show all 47 bid items
| # | Item | Description | Quantity |
|---|---|---|---|
| 26 | 611E97400 | CONDUIT, MISC.: TYPE F FOR DRAINAGE DISCHARGE CONTINUANCE | 20 FT |
| 27 | 611E99720 | INSPECTION WELL | 1 EACH |
| 28 | 304E20000 | AGGREGATE BASE | 306.7 CY |
| 29 | 407E10000 | TACK COAT (0.055 GAL/SY) | 86 GAL |
| 30 | 441E70000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG64-22 | 66 CY |
| 31 | 441E70300 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (449) | 112 CY |
| 32 | 451E10011 | 6" REINFORCED CONCRETE PAVEMENT, CLASS QC 1P, AS PER PLAN | 142 SY |
| 33 | 620E00500 | DELINEATOR, POST GROUND MOUNTED | 7 EACH |
| 34 | 630E03100 | GROUND MOUNTED SUPPORT, NO. 3 POST | 20 FT |
| 35 | 630E80100 | SIGN, FLAT SHEET | 6.5 SF |
| 36 | 630E97700 | SIGNING, MISC.:ADDITIONAL SIGNS, GROUND MOUNTED | 5 EACH |
| 37 | 646E10400 | STOP LINE | 17 FT |
| 38 | 646E10600 | TRANSVERSE/DIAGONAL LINE | 372 FT |
| 39 | 646E20200 | PARKING LOT STALL MARKING | 414 FT |
| 40 | 661E20041 | DECIDUOUS SHRUB, 2' HEIGHT, AS PER PLAN PANICUM VIRGATUM SWITCH GRASS, 3 GALLON POT | 10 EACH |
| 41 | 661E99930 | PLANTING, MISC.:, #3 WASHED RIVER STONE MULCH | 13 SY |
| 42 | 616E10000 | WATER | 2.8 MGAL |
| 43 | 103E05000 | PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND | Lump sum |
| 44 | 614E11000 | MAINTAINING TRAFFIC | Lump sum |
| 45 | 619E16010 | FIELD OFFICE, TYPE B | 4 MNTH |
| 46 | 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | Lump sum |
| 47 | 624E10000 | MOBILIZATION | Lump sum |
Project details
- Description
- PARKING AREAS
- Type of work
- Parking areas
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 →