Contractor Bid Tab.xlsx
XLSX spreadsheet 17 KB Posted
- Solicitation number
- 5
- Issued by
- Rio Blanco County, Colorado
About this file
The document is a Contractor Bid Tab for a utility and paving improvement project in Colorado, specifically for Canyonlands and Tomboy Street. The project involves the installation of 770 linear feet of 10-inch sanitary sewer, four 4-foot diameter manholes, and associated connections to existing sanitary sewer laterals and mains. The bid includes two identical alternates (A and B) with the same scope of work but different completion dates, allowing contractors to bid on one or both. Key work items include construction dewatering with heavy metal removal, removal and replacement of approximately 530 tons of 5-inch hot mix asphalt, aggregate base course, subgrade preparation, and associated testing. The sewer alignment will connect existing manholes on Pacific Avenue and W. Colorado Avenue, traversing through the Canyonlands Lot.
The bid tab details 54 line items covering various aspects of the project, including mobilization, surveying, excavation, pipe installation, concrete work, erosion control, and landscape restoration. The quantities are precisely specified, such as 770 LF of 10-inch PVC sewer, 2 manhole connections, and 850 cubic yards of aggregate base course. The project appears to be funded through a local municipal or county infrastructure improvement budget, with a focus on sanitary sewer upgrades and street reconstruction. The contract will award one project (either Alternate A or B) based on price and schedule, indicating a competitive bidding process with flexibility for the awarding agency to select the most advantageous proposal.
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Other files
| File | Type | Posted |
|---|---|---|
| 000000 Project Specifications.pdf | ||
| Telluride Utilities 100% CDs.pdf | ||
| Addendum No 1.pdf |
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Text version
Bid Alt A
A) SUMMARY OF APPROXIMATE QUANTITIES - ROADWAY AND UTILITY IMPROVEMENTS
| Item No. | Description | Unit | Quantity | Unit Price | Quantity Price |
| 1 | MOBILIZATION | LS | 1 | ||
| 2 | CONSTRUCTION SURVEYING AND STAKING | LS | 1 | ||
| 3 | CONNECT TO EXISTING MANHOLE | EACH | 2 | ||
| 4 | MODIFY EXISTING MANHOLE (No. 56.2.1) | EACH | 1 | ||
| 5 | CONSTRUCTION DEWATERING | LF | 800 | ||
| 6 | DEWATERING HEAVY METAL REMOVAL | DAYS | 80 | ||
| 7 | 10 INCH PVC SEWER (SDR-35) | LF | 770 | ||
| 8 | 8 INCH PVC SEWER (SDR-35) | LF | 40 | ||
| 9 | 8-INCH SEWER PLUG | EACH | 5 | ||
| 10 | 6-INCH SEWER PLUG | EACH | 1 | ||
| 11 | 4' DIAMETER MANHOLES | EACH | 2 | ||
| 12 | 4' DIAMETER OUTSIDE DROP MANHOLES | EACH | 2 | ||
| 13 | MANHOLE ADDITIONAL DEPTH | VF | 30 | ||
| 14 | CONNECT TO EXISTING SEWER | EACH | 2 | ||
| 15 | REMOVAL OF SANITARY MANHOLE | EACH | 2 | ||
| 16 | REMOVE STORM PIPE (18-INCH CMP) | LF | 30 | ||
| 17 | DEMO CONCRETE MEDIAN | SY | 15 | ||
| 18 | REMOVE SIDEWALK | SY | 85 | ||
| 19 | REMOVE CONCRETE (GUTTER) | SY | 98 | ||
| 20 | REMOVE CURB AND GUTTER | LF | 359 | ||
| 21 | REMOVE ASPHALT (FULL DEPTH) | SY | 2038 | ||
| 22 | REMOVE ASPHALT (PLANING) | SY | 100 | ||
| 23 | SAWCUT ASPHALT AT CURB RETAINING WALL | LF | 165 | ||
| 24 | REMOVE SIGN | EACH | 3 | ||
| 25 | REMOVE AND RESET FENCE (WOODEN) | LF | 40 | ||
| 26 | ABANDON SEWER ON TOMBOY (FLOW-FILL) | CY | 4 | ||
| 27 | SAW CUT ASPHALT (DEPTH VARIES) | LF | 164 | ||
| 28 | UNCLASSIFIED EXCAVATION | CY | 415 | ||
| 29 | PIPE EXCAVATION | CY | 3150 | ||
| 30 | STRUCTURE BACKFILL (CLASS 1) | CY | 850 | ||
| 31 | STRUCTURE BACKFILL (MODIFIED CLASS 1) | CF | 150 | ||
| 32 | CLASS A BEDDING (SQUEEGEE) | CY | 350 | ||
| 33 | EROSION LOG TYPE 1 (12-INCH) | LF | 600 | ||
| 34 | CONCRETE WASHOUT STRUCTURE | EA | 1 | ||
| 35 | STORM DRAIN INLET PROECTECTION | EA | 5 | ||
| 36 | VEHICLE TRACKING PAD | EA | 3 | ||
| 37 | INSTALL 2-INCH CONDUIT AND RELOCATE BOXES | LF | 375 | ||
| 38 | BEDDING AND BACKFILL (NATIVE MATERIAL) | CY | 65 | ||
| 39 | ADJUST MANHOLE TO GRADE | EACH | 3 | ||
| 40 | ADJUST VALVE BOX TO GRADE | EACH | 11 | ||
| 41 | RECONNECT SANITARY SERVICE LATERALS | EACH | 3 | ||
| 42 | SEEDING (NATIVE) | ACRE | 0.5 | ||
| 43 | LANDSCAPE RESTORATION | LS | 1 | ||
| 44 | MULCHING | ACRE | 0.5 | ||
| 45 | AGGREGATE BASE COURSE (CLASS 6) | CY | 850 | ||
| 46 | SUBGRADE PREPARATION (12-INCH) | SY | 2040 | ||
| 47 | HOT MIX ASPHALT (GRADING SX)(75)(PG 64-22) | TON | 550 | ||
| 48 | CONCRETE PAVEMENT (V-PAN) | SY | 315 | ||
| 49 | CONCRETE SIDEWALK (6-INCH) | SY | 130 | ||
| 50 | CURB AND GUTTER (6-INCH VERTICAL) | LF | 150 | ||
| 51 | CURB AND GUTTER (ROLL CURB) | LF | 163 | ||
| 52 | CURB AND GUTTER (CDOT TYPE 6 - BARRIER) | LF | 26 | ||
| 53 | TRAFFIC CONTROL | LS | 1 | ||
| 54 | F/A MINOR CONTRACT REVISIONS | F/A | 1 |
Bid Alt B
B) SUMMARY OF APPROXIMATE QUANTITIES - ROADWAY AND UTILITY IMPROVEMENTS
| Item No. | Description | Unit | Quantity | Unit Price | Quantity Price |
| 1 | MOBILIZATION | LS | 1 | ||
| 2 | CONSTRUCTION SURVEYING AND STAKING | LS | 1 | ||
| 3 | CONNECT TO EXISTING MANHOLE | EACH | 2 | ||
| 4 | MODIFY EXISTING MANHOLE (No. 56.2.1) | EACH | 1 | ||
| 5 | CONSTRUCTION DEWATERING | LF | 800 | ||
| 6 | DEWATERING HEAVY METAL REMOVAL | DAYS | 80 | ||
| 7 | 10 INCH PVC SEWER (SDR-35) | LF | 770 | ||
| 8 | 8 INCH PVC SEWER (SDR-35) | LF | 40 | ||
| 9 | 8-INCH SEWER PLUG | EACH | 5 | ||
| 10 | 6-INCH SEWER PLUG | EACH | 1 | ||
| 11 | 4' DIAMETER MANHOLES | EACH | 2 | ||
| 12 | 4' DIAMETER OUTSIDE DROP MANHOLES | EACH | 2 | ||
| 13 | MANHOLE ADDITIONAL DEPTH | VF | 30 | ||
| 14 | CONNECT TO EXISTING SEWER | EACH | 2 | ||
| 15 | REMOVAL OF SANITARY MANHOLE | EACH | 2 | ||
| 16 | REMOVE STORM PIPE (18-INCH CMP) | LF | 30 | ||
| 17 | DEMO CONCRETE MEDIAN | SY | 15 | ||
| 18 | REMOVE SIDEWALK | SY | 85 | ||
| 19 | REMOVE CONCRETE (GUTTER) | SY | 98 | ||
| 20 | REMOVE CURB AND GUTTER | LF | 359 | ||
| 21 | REMOVE ASPHALT (FULL DEPTH) | SY | 2038 | ||
| 22 | REMOVE ASPHALT (PLANING) | SY | 100 | ||
| 23 | SAWCUT ASPHALT AT CURB RETAINING WALL | LF | 165 | ||
| 24 | REMOVE SIGN | EACH | 3 | ||
| 25 | REMOVE AND RESET FENCE (WOODEN) | LF | 40 | ||
| 26 | ABANDON SEWER ON TOMBOY (FLOW-FILL) | CY | 4 | ||
| 27 | SAW CUT ASPHALT (DEPTH VARIES) | LF | 164 | ||
| 28 | UNCLASSIFIED EXCAVATION | CY | 415 | ||
| 29 | PIPE EXCAVATION | CY | 3150 | ||
| 30 | STRUCTURE BACKFILL (CLASS 1) | CY | 850 | ||
| 31 | STRUCTURE BACKFILL (MODIFIED CLASS 1) | CF | 150 | ||
| 32 | CLASS A BEDDING (SQUEEGEE) | CY | 350 | ||
| 33 | EROSION LOG TYPE 1 (12-INCH) | LF | 600 | ||
| 34 | CONCRETE WASHOUT STRUCTURE | EA | 1 | ||
| 35 | STORM DRAIN INLET PROECTECTION | EA | 5 | ||
| 36 | VEHICLE TRACKING PAD | EA | 3 | ||
| 37 | INSTALL 2-INCH CONDUIT AND RELOCATE BOXES | LF | 375 | ||
| 38 | BEDDING AND BACKFILL (NATIVE MATERIAL) | CY | 65 | ||
| 39 | ADJUST MANHOLE TO GRADE | EACH | 3 | ||
| 40 | ADJUST VALVE BOX TO GRADE | EACH | 11 | ||
| 41 | RECONNECT SANITARY SERVICE LATERALS | EACH | 3 | ||
| 42 | SEEDING (NATIVE) | ACRE | 0.5 | ||
| 43 | LANDSCAPE RESTORATION | LS | 1 | ||
| 44 | MULCHING | ACRE | 0.5 | ||
| 45 | AGGREGATE BASE COURSE (CLASS 6) | CY | 850 | ||
| 46 | SUBGRADE PREPARATION (12-INCH) | SY | 2040 | ||
| 47 | HOT MIX ASPHALT (GRADING SX)(75)(PG 64-22) | TON | 550 | ||
| 48 | CONCRETE PAVEMENT (V-PAN) | SY | 315 | ||
| 49 | CONCRETE SIDEWALK (6-INCH) | SY | 130 | ||
| 50 | CURB AND GUTTER (6-INCH VERTICAL) | LF | 150 | ||
| 51 | CURB AND GUTTER (ROLL CURB) | LF | 163 | ||
| 52 | CURB AND GUTTER (CDOT TYPE 6 - BARRIER) | LF | 26 | ||
| 53 | TRAFFIC CONTROL | LS | 1 | ||
| 54 | F/A MINOR CONTRACT REVISIONS | F/A | 1 |
File details come from the government source that posted it. Updated .