LOADING DOCK CANOPY REVISED BID PRICING SHEET-5.3.2023.docx

REVISED BID PRICING SHEET

(as per amendment A0001 dated 5/3/2023)

Project #: 526-19-529 Title: Replace Loading Dock Canopy Roof and Concrete Repairs BASE BID: Item 1 Solicitation SOW and drawings Item 1: This project will replace existing roofing of loading dock canopy located at the James J. Peters/Bronx VA Medical Center for the purpose of updating the loading dock canopy to be compliant with current safety standards. The Contractor must furnish all labor, materials, tools and supervision to complete the replacement of the loading dock canopy roof, replace dry pipe sprinkler system, and repair ceiling tiles. Base Bid will include a TPO Roofing System as per Spec 07 54 23 in lieu of the Built-Up Roofing System as per RFI response.

Work is expected to be completed within 365 calendar days from NTP.

Base Bid: $________________________________________

Add Alternate Scope:

Add Alternate #1: Install an epoxy-based non-slip coating to the entire loading dock platform in order to provide a textured, gripping surface. This work is to be completed in phases in order to prevent disruption to the loading dock deliveries and daily operations. Work will need be completed after hours and/or weekend in order to maximize completion of work and allow for full use the following Monday. Contractor to coordinate with project COR and Warehouse Supervisor. Contractor must bid accordingly.

Completion time: Additional 30 Calendar Days Add Alternate 1 Allowance as per RFI #5 response: $___________________________

Add Alternate #2: Repair, prep, fill, and provide a “resinous, epoxy flooring” for front section of warehouse area to steel joint, in order to reduce existing hazardous slope and improve durability and efficiency of warehouse. Bidder/Offeror to field verify exact extent, location, and measurements of proposed area prior to submitting a bid for this solicitation. Contractor must bid accordingly.

ALTERNATE #2 REVISED SCOPE: The warehouse area currently has an area of significant pitch in the vicinity of the loading dock areas. It is the intention of this specific bid alternate to level the current pitched area in the center of the warehouse and relocate same approximately 10 linear feet towards the rear wall of the warehouse in order to substantially decrease the existing dangerous slope.

At a distance of approximately 160 inches from the “interior” side of the exterior wall at loading dock area, the contractor shall establish a line which runs parallel to the exterior wall and extends 30 linear feet from a starting point indicated by a 4” vertical lip, extending toward the left-side wall by the scale area. This line serves at the point at which the existing concrete floor shall be shaved or demolished sufficiently as may be required to re-pour a LEVEL floor and continues rearward for a total of 10 linear feet. The square footage of the affected area to be demolished and re-poured is 300 square feet. A newly poured floor of concrete shall be level and set at the established height of the existing concrete floor by the loading dock, as established by the saw-cut existing concrete surface. The new floor shall remain level for the width of the entire pour at 30 linear feet and shall remain perfectly level for an overall depth of 6 linear feet. At the 6’ mark, the pour will begin to thicken, and shall pitch upward for the remaining 4 linear feet to the height of the existing floor at the storage area.

Strength of concrete shall be a minimum of 6000 PSI and shall include reinforcing bars as may be required. Minimum, thickness at loading dock side shall be 6” and shall taper to an eventual thickness of approximately 8”, or as may be required to achieve the desired thickness and height which matches the surface height of the existing floor at the storage side of the warehouse without requiring a step or excessive slope at warehouse entrance.

Completion Time: Additional 45 Calendar Days Add Alternate 2 allowance as per RFI #6 response: _$___________________________

TOTAL BID (including Base Bid + Add Alt 1 allowance + Add Alternate 2 allowance)

TOTAL BID: $_______________________________