Bid Sheet_Excel File 125 Canal St_Shelton.xlsx
XLSX spreadsheet 23 KB Posted
- Solicitation number
- 33866
- Issued by
- Fairfield County, Connecticut
About this file
This is a Bid Price Form for a Request for Proposal (RFP) issued by Arcadis U.S., Inc. on behalf of the City of Shelton, Connecticut, for remedial construction services involving system trenching at 125 Canal Street, Shelton. The project encompasses installation of a subsurface piping network and includes five primary work categories: Site Preparation, Trenching Activities, Subgrade Conveyance Piping Installation with Backfill and Well Connections, Material and Waste Management, and Close Out. Key quantities include 500 linear feet of temporary safety fencing, 1,415 linear feet of backfill, 4,145 linear feet of 1-inch diameter air supply piping, 3,235 linear feet of 2-inch diameter SVE recovery piping, and 21 soil vapor extraction well vaults. The bid form requires contractors to provide an estimated completion date and duration along with a draft project schedule. Additional required submissions include a CHRO Bidder Compliance Monitoring Report and documentation of any applicable liquidated damages per Section 16 of the DECD Guidelines.
The bid sheet presents all line items with estimated quantities and space for unit costs and total item costs to be completed by bidders. Earthwork quantities represent estimated in-place measurements, with final volumes and quantities to be determined by the contractor and agreed upon between the engineer and contractor. The RFP specifies that Davis-Bacon and prevailing wage labor rates are required for all work performed. Supplemental bid items include standby rates on both hourly and daily bases. This project is binding per the agreement terms, and bidders must submit comprehensive proposals addressing all specified work categories and compliance requirements.
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Other files
| File | Type | Posted |
|---|---|---|
| 33866_Jan_27_26_solicitation_doc.pdf | ||
| Trenching RFP 125 Canal St_Shelton_12.5.2025_final w_attachments.pdf.crdownload | CRDOWNLOAD file |
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Text version
BIDSheet
| REQUEST FOR PROPOSAL |
| REMEDIAL CONSTRUCTION SERVICES - SYSTEM TRENCHING |
| SHELTON, CONNECTICUT |
BID PRICE FORM
| Item No. | Payment Item | Unit | Estimated | ||||
| Quantity | Unit Cost | Total Item Cost | |||||
| A. SITE PREPARATION | |||||||
| 1 | Mobilization | Lump Sum | 2 | $ - 0 | $ - 0 | ||
| 2 | Contractor Submittals | Lump Sum | 1 | $ - 0 | $ - 0 | ||
| 3 | Project Support/Health and Safety | Lump Sum | 1 | $ - 0 | $ - 0 | ||
| 4 | Utility Locate (if needed) | Lump Sum | 1 | $ - 0 | $ - 0 | ||
| 5 | Pre-Construction Inspection | Lump Sum | 1 | $ - 0 | $ - 0 | ||
| 6 | Dust Control (if needed) | Lump Sum | 1 | $ - 0 | $ - 0 | ||
| B. TRENCHING ACTIVITIES | |||||||
| 1 | Temporary Safety Fencing | Linear Foot | 500 | $ - 0 | $ - 0 | ||
| 2 | Temporary Erosion and Sediment Controls | Linear Foot | 150 | $ - 0 | $ - 0 | ||
| 3 | Trenching - Labor, Equipment, Misc Tools | Lump Sum | 1 | $ - 0 | $ - 0 | ||
| C. SUBGRADE CONVEYANCE PIPING INSTALL, BACKFILL AND WELL CONNECTIONS | |||||||
| 1 | Pipe Installation, Backfill, and Well Connections - Labor, Equipment, Misc Tools | Lump Sum | 1 | $ - 0 | $ - 0 | ||
| 2 | Backfill | Linear Foot | 1,415 | ||||
| 3 | 1-inch Diameter, Duratec, Air Supply Piping | Linear Foot | 4,145 | $ - 0 | $ - 0 | ||
| 4 | 2-inch Diameter, SCH 40 PVC, SVE Recovery Piping | Linear Foot | 3,235 | $ - 0 | $ - 0 | ||
| 5 | 8 oz, Non-woven, Geotextile Demarcation Layer (4' feet wide) | Linear Feet | 1,415 | $ - 0 | $ - 0 | (1.7 Tons per Cubic Yard; Backfill 3' to 16' below ground surface) | |
| 6 | Soil Vapor Extraction Well Vault Setting | Per Vault | 21 | $ - 0 | $ - 0 | ||
| 7 | Surface Restoration | Square Feet | 0 | $ - 0 | $ - 0 | (1.7 Tons per Cubic Yard; Backfill 0' to 3' below ground surface) | |
| D. MATERIAL AND WASTE MANAGEMENT | |||||||
| 1 | Material Staging Area | Lump Sum | 1 | $ - 0 | $ - 0 | ||
| 2 | Transportation and Disposal - Construction & Demolition Debris (20 Yard) | Roll-Offs | 2 | $ - 0 | $ - 0 | ||
| 3 | Handling and Excess Soil Stockpiling | Lump Sum | 1 | $ - 0 | $ - 0 | ||
| 4 | On-Site Stormwater Handling/Management (if needed) | Lump Sum | 1 | $ - 0 | $ - 0 | ||
| 5 | Pressure Testing Water (Clean Pressure Testing Water, to Ground) | Gallons | 1,000 | $ - 0 | $ - 0 | ||
| E. Close Out | |||||||
| 1 | Closeout Submittals | Lump Sum | 1 | $ - 0 | $ - 0 | ||
| 2 | Post-Construction Survey and Inspection | Lump Sum | 1 | $ - 0 | $ - 0 | ||
| 3 | Demobilization | Lump Sum | 2 | $ - 0 | $ - 0 | ||
| Total Base Bid | |||||||
| Supplemental Bid Items | |||||||
| A | Standby Rate - Hourly | Hour | NA | $ - 0 | NA | ||
| B | Standby Rate - Daily | Day | NA | $ - 0 | NA | ||
| Additional Required Bid Submissions | Estimated Completion Date | Estimated Duration | |||||
| -- | -- | ||||||
| Draft Project Schedule with completion date/estimated duration | -- | -- | |||||
| Include any applicable liquidated damages. See Section 16 of the DECD Guidelines for further information(Attachment 5). | -- | -- | -- | -- | |||
| CHRO Bidder Complinace Monitoring Report (See Attachment 6) | -- | -- | -- | -- |
| Notes: |
| NA = Not Applicable |
| This bid table is binding per the agreement. |
| Earthwork quantities represent estimated in place measurements. |
| Final volumes and quantities to be determined by contractor and agreed upon between ENGINEER and CONTRACTOR. |
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