Southwest Area Right of Way Improvements Quantities Bid Sheet.xlsx
XLSX spreadsheet 148 KB Posted
- Attached to
- Southwest Area Right of Way Improvements
- Solicitation number
- 2025-5
- Issued by
- Rio Blanco County, Colorado
About this file
The provided file is a detailed Bid Quantities Worksheet for the Southwest Area Right of Way Improvements project by the Town of Telluride, Colorado. The comprehensive bid sheet covers an extensive range of infrastructure improvement items, including 64 distinct line items for activities such as clearing and grubbing, structure and pavement removal, excavation, erosion control, utility resets, landscaping, roadway construction, drainage improvements, electrical work, and signage installation. The project encompasses infrastructure improvements along West Pacific Avenue between South Mahoney Drive and South Davis Street, and on South Davis Street between West Pacific Avenue and West Colorado Avenue, with specific quantities noted for each item, such as removing 27 trees, 1,671 square yards of concrete pavement, installing 29 trees, 12 shrubs, 2,067 square yards of concrete sidewalk, and 12 street lights.
The bid sheet does not explicitly list pricing or total project cost, with unit prices left blank, though an engineer's estimate is referenced. The project appears to be fully funded and prepared for bid, with comprehensive line items suggesting a thorough approach to infrastructure renewal. The scope involves complete street reconstruction, including utility modifications, stormwater management, pedestrian infrastructure improvements, and transit route enhancements. Key quantities include 2,190 cubic yards of excavation, 910 tons of hot mix asphalt pavement, 330 linear feet of reinforced concrete pipe, and extensive erosion control measures. The project includes specialized elements like a Telluride seed mix, root barriers, and specific curb and gutter treatments, indicating a detailed and localized approach to urban infrastructure improvement.
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| SOUTHWEST AREA RIGHT OF WAY IMPROVEMENTS | |||||
| BID QUANTITIES | |||||
| ITEM NO. | CONTRACT ITEM | UNIT | QTY | UNIT COST | EXTENSION |
| 201-00002 | CLEARING AND GRUBBING | LS | 1 | $ - | |
| 202-00000 | REMOVAL OF STRUCTURES AND OBSTRUCTIONS | LS | 1 | $ - | |
| 202-00010 | REMOVAL OF TREE | EA | 27 | $ - | |
| 202-00019 | REMOVAL OF INLET | EA | 7 | $ - | |
| 202-00021 | REMOVAL OF MANHOLE | EA | 1 | $ - | |
| 202-00033 | REMOVAL OF PIPE (CMP ARCH CULVERT) | EA | 2 | $ - | |
| 202-00035 | REMOVAL OF PIPE | LF | 50 | $ - | |
| 202-00210 | REMOVAL OF CONCRETE PAVEMENT (INLC. SIDEWALKS, C/G, MEDIANS & VALLEY GUTTERS) | SY | 1671 | $ - | |
| 202-00220 | REMOVAL OF ASPHALT MAT | SY | 3843 | $ - | |
| 202-00700 | REMOVAL OF LIGHT STANDARD | EA | 8 | $ - | |
| 202-00806 | REMOVAL OF WALKWAY (GRAVEL PEDESTRAIN TRAIL) | LF | 600 | $ - | |
| 202-00810 | REMOVAL OF GROUND SIGN | EA | 12 | $ - | |
| 202-05026 | SAWING ASPHALT MATERIAL (6 INCH) | LF | 336 | $ - | |
| 203-00000 | UNCLASSIFIED EXCAVATION (COMPLETE IN PLACE) | CY | 2190 |
Jackie English: Jackie English:
| 2220cy from corridors minus 790cy from removals (concrete 275cy (assumed 6" depth), asphalt 440cy (assumed 4" depth), gravel 75cy (assumed 6" depth)) | $ - | ||||
| 203-00060 | EMBANKMENT MATERIAL (COMPLETE IN PLACE) | CY | 200 | $ - | |
| 203-01596 | POTHOLING | HR | 20 | $ - | |
| 206-00300 | STRUCTURE BACKFILL (CLASS 2) | CY | 10 | $ - | |
| 207-00210 | TOPSOIL | CY | 142 | $ - | |
| 208-00000 | EROSION CONTROL | LS | 1 | $ - | |
| 208-00012 | EROSION LOG TYPE 1 (9 INCH) | LF | 755 | $ - | |
| 208-00020 | SILT FENCE | LF | 377 | $ - | |
| 208-00035 | GRAVEL BAG | LF | 60 | $ - | |
| 208-00045 | CONCRETE WASHOUT STRUCTURE | EA | 1 | $ - | |
| 208-00051 | STORM DRAIN INLET PROTECTION | LF | 200 | $ - | |
| 208-00070 | VEHICLE TRACKING PAD | EA | 5 | $ - | |
| 210-00030 | RESET WATER VALVE TO FINISHED GRADE | EA | 6 |
Jackie English: Jackie English:
2 W. PACIFIC
| 6 S. DAVIS | $ - | |||
| 210-00050 | RESET FIRE HYDRANT | EA | 1 |
Jackie English: Jackie English:
| 1 S. DAVIS | $ - | ||||
| 210-00810 | RESET GROUND SIGN | EA | 3 | $ - | |
| 210-04015 | MODIFY MANHOLE | EA | 6 |
Jackie English: Jackie English:
4 W. PACIFIC
2 S. DAVIS
Jackie English: Jackie English:
| 2220cy from corridors minus 790cy from removals (concrete 275cy (assumed 6" depth), asphalt 440cy (assumed 4" depth), gravel 75cy (assumed 6" depth)) | $ - | ||||
| 210-04050 | ADJUST VALVE BOX (PRV VAULT) | EA | 1 | $ - | |
| 210-00055 | RESET UTILITY PAD-MOUNTED TRANSFORMER | EA | 1 |
Jackie English: Jackie English:
| 1 W. PACIFIC | $ - | ||||
| 212-00005 | TELLURIDE SEED MIX | SF | 2700 | $ - | |
| 212-00050 | SOD | SF | 8930 | $ - | |
| 213-00000 | MULCHING | CY | 10 | $ - | |
| 213-00212 | TREE PROTECTION | LF | 670 | $ - | |
| 213-00213 | ROOT BARRIER | LF | 450 | $ - | |
| 214-00220 | TREE (2 INCH CALIPER) | EA | 29 | $ - | |
| 214-00301 | SHRUB | EA | 12 | $ - | |
| 304-06007 | AGGREGATE BASE COURSE (CLASS 6) | CY | 1033 | $ - | |
| 403-00720 | HOT MIX ASPHALT PATCH | TON | 10 | $ - | |
| 403-32600 | HOT MIX ASPHALT PAVEMENT (5 INCH) | TON | 910 | $ - | |
| 504-03500 | RETAINING WALL | FF | 500 | $ - | |
| 506-00209 | RIPRAP (9 IN) | CY | 4 | $ - | |
| 603-02185 | 23x14 INCH REINFORCED CONCRETE PIPE ELLIPTICAL | LF | 330 | $ - | |
| 603-05118 | 23x14 INCH REINFORCED CONCRETE END SECTION ELLIPTICAL | EA | 3 | $ - | |
| 604-00305 | INLET TYPE-C | EA | 2 | $ - | |
| 604-13005 | INLET TYPE-13 | EA | 1 | $ - | |
| 604-16005 | INLET TYPE-16 | EA | 4 | $ - | |
| 604-30005 | MANHOLE (48" DIAM) | EA | 2 |
Jackie English: Jackie English:
1 SDMH
1 SSMH (REMOVE/REPLACE)
Jackie English: Jackie English:
2 W. PACIFIC
| 6 S. DAVIS | $ - | ||||
| 604-39000 | MANHOLE SPECIAL (48-IN DRYWELL) | EA | 3 | $ - | |
| 605-82200 | FRENCH DRAIN | LF | 707 | $ - | |
| 608-00006 | CONCRETE SIDEWALK (6 INCH) | SY | 2067 | $ - | |
| 608-00010 | CONCRETE CURB RAMP | SY | 185 | $ - | |
| 608-00015 | DETECTABLE WARNINGS | SF | 265 | $ - | |
| 608-01600 | AGGREGATE WALKWAY (CRUSHER FINES) | CY | 1 | $ - | |
| 609-23000 | GUTTER TYPE 2 (SPECIAL) (VALLEY GUTTER) | LF | 65 | $ - | |
| 609-21020 | CURB AND GUTTER TYPE 2 (SECTION II-B) | LF | 1100 | $ - | |
| 609-21023 | CURB AND GUTTER TYPE 2 (SECTION II-B) (SPECIAL) (REJECT) | LF | 1100 | $ - | |
| 609-21025 | BARRIER CURB | LF | 31 | $ - | |
| 609-21900 | CURB AND GUTTER TYPE 2 (SPECIAL) (TOWN OF TELLURIDE) | LF | 370 | $ - | |
| 610-00020 | MEDIAN COVER MATERIAL (PATTERNED CONCRETE) | SF | 1228 | $ - | |
| 613-00200 | 2 INCH ELECTRICAL CONDUIT (DIRECT BURIAL) | LF | 4540 | $ - | |
| 613-07001 | TYPE ONE PULL BOX | EA | 14 | $ - | |
| 613-10000 | WIRING | LS | 1 | $ - | |
| 613-16010 | STREET LIGHT, FOUNDATION, AND JUNCTION BOX (INSTALLATION) | EA | 12 | $ - | |
| 614-00026 | SIGN PANEL (CLASS I) | EA | 21 | $ - | |
| 614-00041 | SIGNPOST | EA | 21 | $ - | |
| 620-00020 | FIELD OFFICE (CLASS 1) | EA | 1 | $ - | |
| 622-00010 | SANITARY FACILITY | EA | 1 | $ - | |
| 623-00602 | 2 INCH PLASTIC PIPE (IRRIGATION/SLEEVE) | LF | 358 | $ - | |
| 625-00000 | CONSTRUCTION SURVEYING | LS | 1 | $ - | |
| 626-00000 | MOBILIZATION | LS | 1 | $ - | |
| 630-00017 | TRAFFIC CONTROL MANAGEMENT (SPECIAL) | LS | 1 | $ - | |
| 670-00000 | ELECTRICAL SYST | LS | 1 | $ - | |
| TOTAL | $ - |
ENGINEER'S ESTIMATE OF CONSTRUCTION COST
| 100% ISSUED FOR BID | ESTIMATE OF PROBABLE CONSTRUCTION COST |
| IFB | &G |
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File details come from the government source that posted it. Updated .