RFP for Demolition of 55 Washington Street, Waterloo
/DOCUMENTS:
Full RFP 55 Washington Street Demo
Appendix A
Required Soil Management Plan
Asbestos Survey (within full Environmental Checklist document)
BID & PROPOSAL
FOR
DEMOLITION
OF
55 Washington Street, Village of Waterloo
The structure slated for demolition was found to not consist of asbestos containing materials above 1% in Pre-Demolition Asbestos Inspection Report Dated June 26th, 2024. Bids should be made accordingly.
Please review the asbestos survey and required soil management plan attached to this RFP prior to bidding.
BID DUE June 10th, 2025 at 3:00 PM
Scope of Work:
In response to this bid solicitation, please bid a price that covers the demolition of the addresses listed herein, for all labor, materials, equipment, supplies, and incidentals necessary and required to complete the work of outlined below.
· Demolition projects must be undertaken consecutively or concurrently with one another, if there is more than one property listed on this RFP.
· Demolition project(s) must be completed before the end of July, 2025.
· The Contractor will provide the Land Bank with at least forty-eight (48) hours’ notice prior to the commencing the work at each property.
· The contractor shall obtain, at its sole cost and expense, all permits, authorizations, approvals, and licenses necessary for the planning, performance, and completion of the Work in accordance with the requirements of the respective municipal agencies and other authorities having jurisdiction.
· The Contractor shall comply with all federal, state, county, city, town and other applicable laws, ordinances, rules, and regulations and all orders and rules of any duly constituted authorities affecting the Property or bearing on the performance of the work. This includes, but is not limited to 12 NYCRR Part 56-11.5 and all applicable Stormwater regulations.
· Contractor is required to follow the HCR-approved Soils Management Plan during all site activities related to demolition.
· The Contractor will contact Dig Safely NY at least forty-eight (48) hours prior to beginning any excavation at the Property.
· The Contractor will confirm that all utilities are disconnected before commencing any Work. Disconnections were ordered through NYSEG on June 20th, 2024 and each property was issued job numbers.
· The Contractor will demolish all buildings, structures, and driveways on, in, or upon the Property.
· The Contractor will provide the Land Bank with all bills of lading and dump tickets, for all hazardous and non-hazardous waste.
· The Contractor will completely remove all the construction materials and any contents of the demolished structures from the Property. The Contractor will arrange for transportation of the construction materials and any contents of the demolished structures to lawful disposal, storage, or recycling locations, as necessary.
· The Contractor will fill the foundation pit with appropriate materials. The foundation pit shall not be filled with debris. Any proposed fill must be approved in advance by the Land Bank’s Engineer. Fill cannot include organic materials that will decompose and settle. Fill cannot include construction debris other than crushed concrete or crushed stone.
· Foundation walls must be completely removed.
· All basement floors and/or slabs must be completely removed
· All utilities, including water, sewer, and natural gas must be removed to interconnection point and capped and end of pipe staked.
· Place fill in basements and other voids within the Contract Line Limit. Where broken concrete and masonry materials are used for backfill, place fill in layers not exceeding 9 inches and compact each layer. Crushed concrete and masonry may not be used as fill material outside the limits defined by the original building foundation walls.
· Final 12 inches of backfill below topsoil elevations must be select fill. Backfill below the final 12 inches with Engineered or Granular Fill.
o ENGINEERED FILL: NYSDOT ITEM 304.12, AS NOTED IN THE PROJECT GEOTECHNICAL EVALUATION REPORT. PLACE IN 6" TO 9" LIFTS. COMPACT EACH LIFT TO AT LEAST 95% MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED PROCTOR METHOD, WITH A MOISTURE CONTENT WITHIN TWO PERCENT OF OPTIMUM. PROVIDE BENEATH FOOTINGS AS REQUIRED, AS BACKFILL AGAINST FOUNDATION WALLS, AND BENEATH FLOOR SLAB AND SUBBASE MATERIAL
o Select Fill: Sound, durable, sand, gravel, stone, or blends of these materials, free from organic and other deleterious materials.
Sieve
Percent Passing
4 Inch
100
No. 40
0-70
No. 200
0-15
· The Contractor must contact the Land Bank’s Engineer for inspection of both the fill and foundation pit prior to backfill.
· A third-party compaction inspection with written reports is required and will be hired by the FLRLBC
· The Contractor will finish grading the land on the Property so that there is no standing water on the property or adverse drainage impacts to adjacent property. The Contractor will add sufficient topsoil and will ensure that the property is free from rocks and other items that would prevent grass growth. The Contractor must ensure that there is a minimum of 6” of clean and screened topsoil free of any stones large enough to impede grass growth, or that might damage or be thrown by a lawnmower covering the whole site.
· The Contractor will apply hydroseeding in a mix appropriate for local condition that would grow grass and prevent erosion. Hydroseeding shall be applied at a minimum rate of 5 pounds per 100 square feet. The driveway must be removed of all blacktop and gravel to support grass growth.
· Grading/seeding must be completed within 30 days of pulling the demolition permit unless impossible due to inclement weather.
· The Contractor will exercise caution so as to not damage any pedestrian sidewalk if present. If a sidewalk is damaged, the Contractor must repair or replace the damaged portion in a timely manner and prior to the Completion Date. The Contractor will provide before and after time/date stamped photos of sidewalk and property.
· The Contractor must contact the Land Bank’s Engineer for a Final Inspection.