Attachment 1_PWS_Multi-Facility Demo (v2).pdf

HJZH 21-1037, HJZH 21-1035, HJZH 21-1036

Demo Multi-Facility, Bldg 57, 1113, 1114

PERFORMANCE WORK STATEMENT (PWS)

FOR

DEMO MULTI-FACILITY, BLDG 57, 1113, 1114

AT

JOINT BASE ELMENDORF-RICHARDSON, AK

14 Jul 2020

(Solicitation # FA5000-21-R-0027)

PROJECT NUMBERS: HJZH 21-1037, HJZH 21-1035, HJZH 21-1036

1.1 GENERAL REQUIREMENTS: Provide all labor, materials, and equipment necessary to complete the work for the demolition, removal, and/ or disposal of 3 separate three-story wood framed buildings 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 these facilities 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.

*Each facility is to be considered an individual project and the price schedule must be broken up by individual facility for funding purposes.

1.2 PROJECT LOCATION: All work under this project will be performed on Joint Base

Elmendorf-Richardson (JBER), Alaska. These buildings are located at 57 Chilkoot Ave, 1113 Tomahawk Ave, and 1114 Tomahawk Ave 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 57, 1113, and 1114, 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, sidewalks, steam vaults, gas lines back to the main, electrical lines underground or overhead, 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 buildings are a wooden structure with a concrete basement and foundation. The Contractor will remove all portions of the buildings 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. The Contractor will Water newly seeded area and maintain until the first cutting. Cutting will not occur until the grass is 6 inches in length. First cutting is the responsibility of the Contractor.

1.3.2. Provide a complete hazardous materials and hazardous waste survey for building 57, 1113, and 1114 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 pipe insulation remaining. This should not alleviate the Contractor from sampling any material that they may feel contains asbestos. The Contractor may want to sample areas prior to submitting a proposal. The Contractor may request additional time for testing if it is deemed necessary. A complete survey shall be submitted no later than 30 days prior to the 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) are removed by the Contractor, the Contractor will compile a list to indicate the quantities of materials removed and supply the information to the 673 CES/CEANV office. Contractor shall abide by all 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 SUPPLEMENTAL HAZMAT SPECS, 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. Coordinate with the project inspector for proper disposal location of asphalt and clean concrete.

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. Each building has an existing parking lot which will remain along with any existing lighting for those parking lots. The sidewalks that directly access the building will be removed back to the main public sidewalks or parking lot. A new curb and gutter will be installed where removed sidewalks meets the parking lot. 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. The Contractor shall remove all locks and/or cores prior to demolition and turn over to the Government.

1.3.13. 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. Contractor shall be responsible for maintenance and watering of new lawn material through the first cutting. The first cutting will be done when new grass has reached a height of 6” or greater.

1.3.14. 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.

1.3.15. A completed Movement Control Plan (MCP) will be required 30 working days prior to movement of any structure to 673rd CES PM and 673rd CONS representative for review and verified coordination and will not take place until local road restrictions are lifted by DOT and MOA.

1.3.16. The MCP will consist of a detailed Map of the route for movement, timeframe of movement, a written plan with risk mitigation of how the work will be performed including safety measures, protection measures (other structures, vehicles, asphalt, etc.), and a traffic control plan. The MCP will also contain a list of, but not limited to, emergency service numbers and a coordination tracker consisting of the Fire Department, Security Forces, 673 CES PM, 673 CONS, Wing Safety, 673 Environmental, and 773 Heavy Equipment Shop.

1.3.17. Prior to removal of the building, the contractor assumes all liability for any material that is removed or falls from the structure, thereafter. If it is deemed that abatement takes place after the structure is moved from the site, the government assumes no liability and will not be charged as such.

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 three (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. Abandoned in place pipe needs to be tracked in DU GIS.

1.4.2 Sewer: Where Sewer lateral drops into main. Main will have to be repaired after removal of lateral. Because of the age of this pipe the Contractor may need to replace a section and not just plug the pipe. The lateral will be abandoned 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.

1.4.3 Electrical: The Contractor shall be responsible for coordinating use of on-site power with 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 57, 1113, and 1114. 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 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 673d

Communications Squadron (673 CS), Maintenance Support, minimum ten (10) business days prior to beginning any communications demolition. Contractor shall be responsible for complying with Attachment #3, 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. The Demo contractor must coordinate this disconnect with Enstar. The service line will be abandon in place.

Abandoned in place line will be tracked in government’s GIS information systems.

The Contractor will ensure that this information is transferred to the Government for inclusion. All costs for termination work shall be the responsibility 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 57, 1113, and 1114, and properly remove and dispose of any hazardous material and hazardous waste from any equipment prior to disposal.

1.4.7. Fire Alarm Panel: The Contractor shall notify the 773 CES Alarm Shop prior to demolition to give shop personnel an opportunity to remove the Fire Alarm Panel, transceivers, and antenna mast from the buildings prior to demolition.

1.5 ENVIRONMENTAL COORDINATION: All work shall be performed in accordance with the

JBER Environmental Requirements. Refer to attached SUPPLEMENTAL HAZMAT

SPECS.

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 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 #2: As-builts & Site Plan Attachment #3: Existing Photos Attachment #4: JBER Telecommunications Installation Standards Attachment #5: Supplemental Hazmat Specs Attachment #6: AF66 Attachment #7: Open Market General Specifications Attachment #8: QASP_Mulit-Fac Demo

-END OF SECTION-

Photos

Attachment #3 Existing Photos Bldg 57

Front view

Back view

Attachment #3 Existing Photos Bldg 57

Side view 1

Side view 2

Attachment #3 Existing Photos Steam Vault Bldg 57

Existing Photos Bldg 1113

Front view

Back view

Existing Photos Bldg 1113

Side view 1

Side view 2

Existing Photos Bldg 1114

Front view

Back view

Existing Photos Bldg 1114

Side view 1

Side view 2

Existing Photos Steam Vault Between Bldg 1113 & 1114