Performance Work Statement for Bldg 53 Demo.pdf

HJZH 20-1003

Demolition of Building 53

PERFORMANCE WORK STATEMENT (PWS)

FOR

DEMOLITION OF BUILDING 53

AT

JOINT BASE ELMENDORF-RICHARDSON, AK

6 Dec 2019

(Solicitation # FA5000-20-Q-0033)

PROJECT NUMBER: HJZH 20-1003

1.1 GENERAL REQUIREMENTS: Provide all labor, materials, and equipment, necessary to complete the work for the demolition, removal and disposal of the 2 story wood framed building in accordance with the PWS, and the attached specifications and drawings. The Contractor shall comply with all applicable Federal, State, and Local regulations. Please see attached drawings for approximate dimensions and locations. Contractors shall not rely on drawings and are responsible for field verifying all measurements and locations of utilities to be demolished prior to work start. Locates of utilities shall be done by the Contractor through the dig permit process. Information shown on government provided reference drawings may not be accurate and requires verification of dimensions/locations.

All utilities for this facility are owned by Doyon Utilities except for the natural gas which is owned by Enstar. The contractor will make arrangements with Doyon and Enstar for the proper disconnect and removal of utilities.

1.2 PROJECT LOCATION: All work under this project will be performed on Joint Base Elmendorf-Richardson (JBER), Alaska. This building is located at 53 4th street on JBER Richardson.

1.3 PERFORMANCE WORK STATEMENT: This Performance Work Statement (PWS) is intended to outline the Contractor’s general work items. Incidental work may be required to accomplish the intent of the contract. It is the Contractor’s responsibility to ensure all incidental work required to complete the demolition, disposal and finish work is included in their proposal for all areas of work outlined by the Performance Work Statement.

1.3.1. Work areas include: Building 53, including related items that may not be attached to the structure such as sewer lines back to the main, water service lines back to the mains, barricades, sidewalks, curb and gutters, steam vault, landscaping, etc. All work indicated shall be accomplished for the original proposal price, including special work times required for utility outages, and repair of damages to the site, by the Contractor.

The building is a wooden structure with a concrete basement and foundation. The contractor will remove all portions of the building and not leave any structure in the ground. At the completion of the project the contractor will leave a level area that is top soiled and seeded.

1.3.2. Provide a complete hazardous materials and hazardous waste survey for building 53 including testing, test reports and identification of all hazardous containing materials and lead containing materials that exist. This structure is anticipated to have asbestos material used in its construction such as 9x9 floor tiles and possible pipe insulation remaining. This should not alleviate the contractor from sampling any material that they believe contains asbestos. The survey shall be submitted no later than 30 days prior to beginning of any work. Hazardous materials and hazardous waste that may be expected to be encountered by the Contractor include: asbestos, lead including lead based paint (LBP), glycol, light bulbs, ballasts, thermostats and PCB’s. Other hazardous waste and hazardous materials containers may be encountered as determined through the required hazardous waste testing performed by the Contractor. The contractor is required to attend a site visit prior to submitting a proposal and determine as much hazardous material as possible which will be included in the bid.

1.3.3. Fencing: Provide temporary fence for security around the demolition site prior to beginning abatement, and maintain through project completion. Temporary fence s h a l l be chain link, minimum 6’- 0” high, and shall be continuous and secure around site, free from gaps or breaks. Appropriate signage shall be conspicuously posted on fence, around construction site, including but not limited to Danger – Keep Out!

1.3.4. After all hazardous materials (if any) removed by the Contractor will be compiled to indicate the quantities of materials removed and supply the information to the 673 CES/CEANV office. Contractor shall abide by the Environmental Provisions.

1.3.5. Remove and properly dispose of all hazardous materials and hazardous waste, including but not limited to, asbestos and lead-containing materials, light bulbs, ballasts, glycol, thermostats and other reportable materials in accordance with the attached Environmental Provisions and local, state, and federal regulations. Salvage, reuse, or recycle metals (i.e., conduit, piping, wiring, etc.) to the greatest extent possible.

1.3.6. Building demolition limits extend to 75 feet around perimeter of building or to the main utility lines if required.

1.3.7. Completely remove slab on grade, foundation, foundation supports, foundation walls and utilities within the construction site. Termination of utilities shall be as outlined in section 1.4.

1.3.8. Disposal of all solid waste shall be off base.

1.3.9. Disposal of asphalt and clean concrete will be on JBER at the main gravel pit located near the east end of the 06/24 runway off Richardson drive.

1.3.10. Backfill material will be made available to the contractor from the main gravel location off of Richardson drive. The exact location of borrow material will be determined at the time of need. The contractor will be responsible for loading and excavation of pit material. There is no processed material available at the pit for use by this contract.

Any processed material needed by the contractor will be purchased off installation and hauled on by the contractor at his expense. Top soil is not available on base and will be purchased and hauled by the contractor.

1.3.11. Building has an existing parking lot and sidewalks which will remain. Parking lot and sidewalks to remain will be protected to the maximum extent possible. Contractor will take care not to damage existing parking lot/sidewalks, any damage will be repaired by the contractor at no additional cost.

1.3.12. Any grassed area disturbed by demolition activity will be left level and seeded. Provide approved seed, or hydro-seed, lawn material over all areas not getting asphalt or concrete. Install top soil & hydro seed for all grass areas disturbed and sidewalks, drives & utilities that have been removed. Fill top 6" with topsoil compacted to 85% of maximum density and prepare surface for seeding.

1.3.13. Work shall be performed in such a way as required to protect storm water runoff from pollution (erosion, sediment, or waste) entering waterways in compliance with all Federal, State and local regulations. Completed work in areas where site is to be left natural, (no pavements), shall be revegetated in accordance with the best management practices of the Clean Water Act and shall encourage groundwater infiltration.

1.4 UTILITIES WORK: The Contractor shall provide a work schedule for the disconnection and demolition of utilities for approval by the Contracting Officer. Contractor shall submit details; including sketches, materials to be used, and descriptions of the termination work for all utilities terminations for approval by the Contracting Officer prior to performing the work. Contractor will provide a work start notice prior to any work start and shall provide a minimum 3 weeks’ notice for approval for any work that will require a shutdown of utilities affecting other facilities. “JBER-Richardson domestic water/fire suppression services, electrical services, sanitary sewer collection services are owned and operated up to a Point of Demarcation (POD) by Doyon Utilities LLC (DU). Ownership of natural gas services is dependent on area of JBER-Richardson and future ownership transfers. DU POD information can be found at < doyonutilities.com >.

Demolition contractor will coordinate disconnect and removal of DU utilities from POD to main line connection with JBER-Richardson Utility Privatization Team & DU prior to start of any demolition activities.” The Contractor’s responsibilities related to existing utilities include the following:

1.4.1 Water: Where water service connects directly to a water main, Contractor shall cut and cap the service pipe at the main and abandon in place. Where water service connects to a manhole, Contractor shall plug the service line at the manhole with a proper water plug for the service line type and size, provided no other service lines from other buildings are connected to the same service line.

1.4.2 Sewer: Where sewer service connects directly to a sewer main, Contractor shall cut and cap the service pipe and abandon in place. Where sewer service connects to a manhole, Contractor shall plug the service line at the manhole with a proper sewer plug for the service line type and size, provided no other service lines from other buildings are connected to the same service line. Sewer lateral for building 53 is located in a manhole near building 7 – excavate at man hole adjacent to bldg. 7, remove bldg. 53 lateral service, patch man hole side wall penetration, reconstruct beaver slide configuration of manhole to accommodate lateral service removal, grout solid lateral sewer line from exterior of manhole to bldg. 53 demo excavation limits. Abandon line in place and coordinate with DU for tracking in DU GIS. Replace any trees that may need to be removed in area of excavation and reseed area where grass is disturbed.

1.4.3 Electrical: The Contractor shall be responsible for coordinating use of on-site power with the Doyon Utilities, LLC and shall provide any temporary electrical connection components required, or shall provide their own independent power prior to beginning the abatement phase of the work. All electrical work will be coordinated with DU and per their requirements. The Contractor shall notify the government 10 days prior to beginning work on building 53. All interior electrical equipment within the building limits shall be the property of the Contractor to salvage or dispose of as required. Final termination shall be coordinated with the government and shall be made at the transformer serving the building. Additionally the contractor will remove the meter base/disconnect, remove electrical conductors, plug open end of 3”conduit at electrical vault and at open end at demo excavation limits. Abandoned in place conduit needs to be tracked in DU GIS.

1.4.4 Communications: The Contractor shall be responsible for notifying the 673rd Communications Squadron (673 CS), Maintenance Support, minimum 10 business days prior to beginning any communications demolition. Contractor shall be responsible for complying with Attachment #6, JBER Telecommunications Installation Standards, applicable to the termination. Contractor shall be responsible for providing a six (6) inch pre- formed stainless steel splice case. Final termination shall be made within the area shown on the contract drawings at the location determined by 673 CS. Communication conduit shall be removed back to vault/manhole and capped and sealed at exterior of vault/manhole. Communication cables to be removed and recapture splicing cables back to supply case at vault/manhole. Upon completion of splicing any communication, or data cables, the Contractor shall backfill the dig area in preparation for asphalt.

1.4.5 Natural Gas: Disconnect service lateral at main. Disconnect assumed to be performed by Enstar for the distribution system. Currently DU does not own this service, so Demo contractor must coordinate this disconnect with Enstar. The 1” HDPE service line will be abandon in place. Abandoned in place line will be tracked in governments GIS information. The contractor will ensure that this information is transferred to the government for inclusion. All costs for termination work are shall be the responsible of the contractor.

1.4.6 Other utilities: other utilities that may be part of this contract could include AT&T and GCI communications. The contractor will verify that these utilities are contacted and if part of the building demolition will remove as required by those utility agencies.

1.4.6. Mechanical: The Contractor shall remove and dispose of all mechanical equipment within building 53, and properly remove and dispose of any hazardous material and hazardous waste from any equipment prior to disposal.

1.5 ENVIRONMENTAL COORDINATION: All work shall be performed in accordance with the JBER Environmental Requirements.

1.5.1 Hazardous materials/ hazardous waste abatement: Hazardous materials and hazardous waste that should be expected to be encountered and removed by the Contractor include: Asbestos (ACM), lead including lead based paint (LBP), glycol, light bulbs, ballasts, and PCB’s. Other hazardous waste and hazardous materials containers may be encountered as determined through the required hazardous waste testing performed by the Contractor. All required sampling, testing, documentation and disposal shall be by the Contractor as a part of the resulting contract work.

1.5.2 Contractor is responsible for abatement of all hazardous materials and hazardous waste from the facilities identified for demolition. Competent Persons shall perform all abatement. The Competent Persons shall be trained, knowledgeable, and qualified in the techniques of abatement, handling and disposal of hazardous materials and the subsequent cleaning of contaminated areas. The Contractor and his personnel shall comply with all applicable Federal, State and Local regulations to perform the work of this contract.

1.6 CONTRACTOR PROJECT MANAGERS: The Contractor shall appoint a project manager to serve as the single point-of-contact and liaison between the Contractor and the Contracting Officer or his representative for all work under the contract. Upon receipt of the Notice to Proceed (NTP), the Contractor shall immediately provide the name of the designated individual and contact information to the Contracting Officer, in writing. The Project Manager will be responsible for the complete coordination of all work under the contract.

1.6.1 Daily Reports: All Contractor daily inspections and tests will be reported on a contractor-approved form. The Contractor's verification must be contained in the Contractor's report. When completed by the quality control inspector or contractor project manager, this report must contain sufficient information and details to provide complete documentation of all daily work, inspections and tests. These reports, including a record of deficiencies and corrective action taken, should be submitted to the Government daily no later than 1200 hours the first working day following the date which the report covers.

1.7 SERVICES SUMMARY (SS):

Performance Objective

Performance Threshold

Method of Surveillance Deficiency Resolution

SS 1:

Demolish Facility

Facility demolished All materials removed from the site in compliance (100%) with the PWS and applicable environmental laws and regulations

Government inspection (100%)

Contractor re-performance and payment of Contractor caused fines

SS 2:

Remove debris off deconstruction site

All material removed from the site of the existing facility and waste disposed of properly

Government inspection (100%)

Contractor re-performance and payment of Contractor caused fines

SS 3:

Inventory debris

Furnish the government with an accurate inventory of debris to include type, volume, and location

Government inspection (100%)

Contractor re-performance

SS 4:

Restore site

Perform all site restoration work as described in the PWS

Government inspection (100%)

Contractor re-performance

PWS Attachments:

Attachment #1: Project Drawings Attachment #2: Existing Condition Pictures Attachment #3: List of Deliverables (AF Form 66) Attachment #4: Utility Demo

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