PJM142033_-SOW_-_Remodel_VIP_Lounge.doc

DOC document 163 KB Posted

Attached to
DV Lounge Renovation Federal contract opportunity
Solicitation number
W912K6-14-R-0007
Issued by
Department of the Army Maryland Army National Guard

About this file

SOW

View the file

Other files for this federal contract opportunity

Other files attached to DV Lounge Renovation, newest first.
File Type Posted
Plumbing.pdf PDF
BLDG2040_New_Water_and_Drain.pdf PDF
RFI_Response_dated_19_Sep_2014_DV_Lounge.docx DOCX document
W912K6-12-R-0007.pdf PDF
CLIN_0002_SOW.docx DOCX document
PJM142033_-Plans_-_Remodel_VIP_Lounge.docm DOCM document
Lounge_Pictures.docx DOCX document

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

Renovate Wing VIP Lounge Building 2040

STATEMENT OF WORK

PROJECT NUMBER: PJMS 142033

MARYLAND AIR NATIONAL GUARD

WARFIELD AIR NATIONAL GUARD BASE

MARTIN STATE AIRPORT

BALTIMORE, MARYLAND

19 August 2014

1.

General Project Information: Remove existing tile floor. Prepare sub-surface, furnish and install new tile floor. Design, fabricate and install custom kitchenette and electronics cabinet. Design, fabricate and install countertop. Design, fabricate and install water supply and waste system.

1.1. Project Location and Background: Operations Building 2040 at Martin State Airport, Maryland Air National Guard, Baltimore, MD 21220.

1.2.

Site Description: The Maryland Air National Guard, Martin State Airport National Guard Base has a workforce of over seventeen hundred full and part-time personnel, with facilities occupying one hundred and seventy five acres of property. The primary mission is to provide air support to the nation and the state of Maryland. These facilities require security protection at all times. Absolutely no photography of aircraft is permitted.

1.3.

Use of Premises:

1.3.1.

Coordinate access to premises with Contracting Office Representative (COR), Major Ethan England, at (410) 918-6538 for execution of work. Emergency situations, military operations, or other contingencies, may cause suspension of work or restrictions on access to the construction site. If military emergency operations require escorts, the Government will provide them to the Contractor at no cost.

1.3.2 All Contractor employees, including subcontractors, must sign a background check release form for Base access. Once a background check has been completed with no negative findings, employees will be granted access to the installation.

1.3.3.

The COR will determine the equipment, material and other staging locations or work areas available under this contract, unless indicated on the construction documents.

1.3.4.

Contractor shall assume full responsibility for protection and security of materials and equipment stored on site.

1.3.5.

Contractor shall move any stored products, under their control, which interfere with operations of the Government.

1.4.

Government Equipment: Contractor use of Government owned or leased equipment such as: hoists, forklifts, compressors, welding machines, cutting rigs, etc. shall not be permitted on either a reimbursable or non-reimbursable basis. Cost for all equipment required to accomplish the work shall be included in the Contractor’s final bid price.

1.5.

Permits and Inspections:

1.5.1. Normally no permits or inspections by local building officials are required. All inspections will be performed by COR unless modified by the Statement of Work. All testing will be performed by the Contractor unless modified within the construction documents.

1.5.2. The use of burning equipment or open flame welding and cutting shall be allowed only as authorized in writing by the local Fire Inspector (Facility 3150, telephone number – 410.918.6257). Once approved by the Fire Inspector, a written AF Form 592 – USAF Welding, Cutting, and Brazing Permit – will be issued. The permit will be issued by the fire department within one (1) hour of request, and must be renewed daily.

1.5.3. Digging permits are obtained from the Work Control Office (Facility 2100, telephone number – 410.918.6300). Where work is to be performed by contractor or its subcontractors, contractor is responsible for contacting ‘Miss Utility’ to mark the gas and electrical lines. Contractor will be personally responsible for marking water, sanitary sewer, storm sewer, irrigation, security, fiber optic, broadband cable, CATV, telecommunications, electric, and any other underground utility lines, buried manholes, tanks, etc.

1.6. Change Orders: Only the Base Civil Engineer (BCE) or the Contractor may initiate change order requests. Do not proceed with any work until a signed modification or other written authority is received from the Contracting Officer. Only the Contracting Officer may approve a change order.

1.7. Field Changes: No changes in the cost or the scope of the project may be made without processing a change order. Field changes not involving cost or scope may be initiated by the BCE, COR, Contracting Officer or the Contractor.

1.8. Contractor Passes: Contractor Passes are only issued to personnel who have properly submitted a locally generated 175th Wing Installation Access Application and have been cleared through an approved background investigation by the 175th Security Forces Squadron. Contractor Passes are only issued to contractors who will be required to work more than 14-days on the installation in the performance of their contract. For contractors requiring less than 14 days of access, an AF FM 75, Visitors Pass, will be issued upon a favorable background investigation.

In order to receive a Contractors pass for this installation, the contractor must complete the locally generated 175th Wing Installation Access Application. This application contains required information necessary to conduct a National Criminal Information Center (NCIC) background or a Defense Biometric Identification System (DBIDS) check.

The Defense Forces Commander (DFC) maintains the right to deny contractors access to the installation based on unfavorable information obtained through NCIC or DBIDS.

1.9. Daily Report and Sign-In Register: Each day the Contractor is on site to perform any work, the Superintendent/Foreman shall sign in at the Base Engineering Building (Facility 2100), indicating specific Facility/Location and the number of persons who shall be performing work that day.

1.10. Hours of Operations: The hours of operations at Martin State Airport for the Air National Guard are 10 hours per day (0630 – 1700) Tuesday – Friday. Coordinate access to premises with COR, for execution of work. Emergency situations, military operations, or other contingencies, may cause suspension of work or restrictions on access to the construction site.

1.11. Off-Hours Work: Except as otherwise specified, all work shall be performed during regular work hours (indicated above). If the Contractor desires or is required to work on Mondays, Saturdays, Sundays, Holidays or other hours outside normal work schedule, the Contractor shall be required to seek written approval from the Contracting Officer. The Contractor is not entitled to premium time if the request is approved.

1.12. Clean-up: The work site is an active civilian and military airport. Site cleanliness and Foreign Object Debris (FOD) control is essential. The Contractor will clean up all construction debris and refuse and will remove it from the work site and the Base daily at their own expense.

1.13. Safety: The Contractor is responsible for performing all work In Accordance With (IAW) State and Federal OSHA requirements as well as compliance with the most current USACE EM 385-1-1. This is available at:

http://140.194.76.129/publications/eng-manuals/em385-1-1/2008_English/toc.html.

1.14. Environmental Protection and Waste Disposal: The Contractor shall, at their own expense, remove all sludge, dust and debris from the property of the Martin State Airport Air National Guard Base which have resulted from specific work described in Paragraph 2 of these specifications. The disposal of all such materials, which may include hazardous or toxic liquids that are used to perform the work, shall conform to all Federal, State, and Local environmental regulations with regards to both transportation and ultimate disposal. This project must comply with all Federal, State, and Local environmental regulations. All dumpster service and waste management shall be provided at no additional cost to the Government. All recyclable metal shall be placed into Martin State Airport scrap metal recycling containers.

Please contact the Base Environmental Engineer, Lt Col Peter Loebach, at (410) 918-6486 for detailed information. Also, for more information, review “Environmental Protection Plan for Contractors”, which is attached to these construction documents.

1.15. Hazardous Materials: If suspected hazardous materials are discovered, do not disturb, and contact the COR.

1.16. Safety:

1.16.1. The Contractor shall be fully aware of, and include in its work plan, safety measures to assure that its workers are not put at risk at any time while completing the work.

1.16.2. The Contractor shall post any and all required safety or caution flags/signs to protect workers and Maryland Air National Guard personnel.

1.16.3. The Contractor shall be aware of and protect its workers from noise, dust and fumes/vapors normally encountered while working on or near an active runway and aircraft.

1.17. Meetings:

1.17.1. The prospective Contractor(s) may be required to attend a Pre-proposal Meeting/Site Visit prior to submitting a proposal. The meeting is intended to last one-hour and will convene in the Base Engineering Conference Room, Building 2100, followed by a visit to the site.

1.17.2. The Contractor shall attend a Pre-Construction Meeting post-award and prior to initiation of the Scope of Services.

1.18. Qualifications: A minimum of five (5) years documented experience providing comprehensive, professional contracting services specifically related to this project’s requirements.

1.19.

Quality Control: The Contractor shall establish and maintain quality control to assure compliance with contract requirements and shall maintain records of his quality control. A copy of these records, as well as the records of corrective action taken, shall be furnished to the Government.

1.20. Submittals:

1.20.1. Product/Equipment Information: All submittals must utilize AF/IMT 3000, Material Approval Submittal available at http://www.usmilitarycontracting.com/uploads/Attach_6.pdf for approval by the COR prior to start-of-work. Submit 4 sets of all AF IMT 3000 with attachments; 1 set for BCE, 1 set for Contracting, and 2 sets will be returned to the Contractor.

1.20.2. Contractor is to provide submittals, for COR approval, describing the equipment and ancillary devices to be used on site in the context of the Contractor’s business operations.

1.20.3. Provide manufacturer’s literature (including capabilities of equipment, specifications, shop drawings if appropriate, etc.) for all equipment and ancillary devices to be used on site.

2. Specific Project Information: The Statement of Work is to remove existing tile floor. Prepare surface, furnish and install new tile floor. Design, fabricate and install custom kitchenette. Install hot and cold water supply and waste lines. Design, fabricate and install electronics cabinet. Design, fabricate and install sliding wainscoting door on block wall. The project details consist of:

2.1 Construct 3 inch stud wall with sheetrock surface.

2.1.1.

Construct stud wall using 2” x 3” metal studs, spaced 16 inches on center.

2.1.2.

The height of the wall shall be approximately 95 inches and shall meet the existing 2 inch concrete lip. Wall shall be permanently fastened to the existing block wall in accordance with local codes and accepted construction practices.

2.1.3.

Install electrical boxes and conductors in accordance with electrical requirements and as specified on the concept plans.

2.1.4.

Install sheetrock and corner bead on all visible wall edges. The intent is to provide a clean, finished appearance on all visible edges.

2.1.5.

Install scribed 1” x 6” primed wood board on right and left end of wall, adjacent to door frame and adjacent to window. The wood board shall be scribed to meet the exact profile of the existing block wall and be flush with the face of the wall. The board will be nailed, puttied, primed and painted to match the finished sheetrock surface.

2.1.6.

Apply 2 finish coats to sheetrock surface. Use Ultra Pure White, semi-gloss.

2.2.

Design, fabricate and install custom kitchenette & electronics cabinet.

2.2.1.

All cabinet exposed surfaces and doors shall be constructed of ¾ inch solid cherry, stained and sealed with polyurethane or an approved substitute. All finishes and sealants shall be applied according to manufacturer’s recommendations.

2.2.2.

Internal, enclosed cabinet components may be constructed of ¾ inch plywood with wood veneer finish. The veneer shall be stained and finished to match the color of the exterior. External shelving that is not concealed by cabinet doors shall be constructed of ¾ inch solid cherry, stained and sealed with polyurethane or an approved substitute. All finishes shall be applied according to manufacturer’s recommendations.

2.2.3.

The contractor shall supply a sample stain board prior to construction. The stain color will be selected and approved by the Contracting Officer and Base Civil Engineer prior to construction start.

2.2.4.

The top of the serving cabinets shall be completely level and supports shall be provided to meet the specifications of the solid surface counter top.

2.2.5.

Cutouts shall be provided inside cabinets to accept the existing and/or proposed electrical receptacle boxes. The cut outs shall be installed precisely, in order to allow for receptacle covers to be installed to completely hide the cut wooden edges.

2.2.6.

All doors shall be ½ inch overlay recessed panels with mortise and tennon joints.

2.2.7.

Drawers shall be constructed using dove tail joints. All drawers shall be equipped with full extension, soft closing glides.

2.2.8.

Door Pulls will be brushed nickel nob type hardware. Drawer pulls shall be 5 inch brushed nickel handles The contractor will provide a selection of suitable hardware styles. The style will be selected and approved by the Contracting Officer and the Base

Civil Engineer.

2.2.9.

Sink shall be standard under mount single bowl, black corian or approved equal, furnished and installed by contractor.

2.2.10.

Faucet shall be Kohler K-10433-BN Forte Single Control Pullout with color matched spray head, vibrant brushed nickel, or approved equal, supplied and installed by contractor.

2.2.11.

Base cabinets shall be designed to accept under counter ice maker, Model EdgeStar IB450SS, to be supplied by government.

2.2.12..

Base cabinets shall be designed to accept 24 inch width, under counter refrigerator, to be supplied by government.

2.2.13.

The electronics cabinet shall be constructed using ¾ inch solid cherry with the same stain and finish as the kitchenette cabinets.

2.2.14.

The height shall be 7 feet, the width shall be 30 inches and the depth shall be 18 inches.

2.2.15. There shall be a bottom enclosed cabinet, 24 inches high, with the same style doors and pulls used in the kitchenette. The upper section shall have four adjustable shelves. Each shelf, including the top of the cabinet and bottom shelf (above the enclosed section), shall have a 1.5 inch hole with plastic grommet for wiring. The hole shall be as close to the back left corner as is possible.

2.2.16.

The electronics cabinet shall have a back made of ¼ inch (min.) cherry and the cabinet shall be free standing with leveling feet on each corner.

2.2.17.

All base cabinets, as well as the bottom section of the electronics cabinet, shall have 1 adjustable, half depth shelf. All upper cabinets shall have 3 adjustable, full depth shelves.

2.3.

Remove and dispose of existing tile floor. Prepare surface, furnish and install new tile floor.

2.3.1.

The contractor shall remove and dispose of the existing 12’ x 36.5’ (approximate) tile floor, to include all adhesive, underlayment, mastic, and grout.

2.3.2.

The final surface shall be thoroughly cleaned and prepared for the installation of new flooring, as specified by the selected flooring manufacturer’s specifications.

2.3.3.

The contractor shall prepare the existing floor for installation of the new tile floor covering. This work is to include all labor and materials necessary to provide the finished, usable tile surface. This includes, but is not limited to, tile flooring, thinset, mastic, underlayment, leveling, patching, grout, grout sealing and all other requirements specified in manufactures instructions and applicable building codes.

2.3.4.

The tile shall be Pier (Wood Look) Balboa 6x36 Porcelain tile or approved equal. A sample of the proposed material shall be included along with a color selection sheet with the available grout colors as part of the post bid submittal process. The final tile color/shade variation and grout color will be selected by the Contracting Officer and Base

Civil Engineer prior to construction start.

2.3.5.

Exterior edges, along walls and entryways shall be grouted and/or caulked to provide a clean, finished appearance. The caulk shall be of a similar color to the selected tile or grout color.

2.3.6.

Tile/grout shall be sealed with a commercial grade grout sealant.

2.3.7.

The tile is being laid on an existing concrete pad.

2.3.8.

All installation shall conform to all local building codes and regulations.

2.4.

Furnish and install solid surface serving counter / storage cabinet top.

2.3.1.

DuPont Corian or approved alternate – Color: Milky Way 2.3.2.

Countertops will have standard edge treatments.

2.3.3.

The final color will be approved by the Contracting Officer and Base Civil Engineer prior to construction start.

2.3.4.

Under mount, solid surface sink, single bowl, average size to be supplied and installed by contractor.

2.3.5.

Holes shall be drilled in accordance with the specifications of the faucet that is provided.

2.4.

Install hot and cold water supply and drain system.

2.4.1.

All plumbing work shall adhere to local plumbing code requirements.

2.4.2.

Hot and cold water supply lines shall be constructed of ½ inch PEX tubing and fittings.

2.4.3.

The supply lines shall run from the back wall of the building 1040 kitchen, which is approximately 150 feet from the point of use. All block drilling required for the installation shall be incidental to the cost of the contract.

2.4.4.

A cut off valve shall be installed at the beginning point and end point of each supply run. The cold water supply line shall be a double valve to accommodate water supply to both the sink and ice maker.

2.4.5.

Waste lines shall be 1 1/2 inch PVC Pipe, or sized appropriately for the selected drain pump.

2.4.6.

The waste and vent lines shall run from the building 1040 kitchen, which is approximately 150 feet from the point of use. All block drilling required for the installation shall be incidental to the cost of the contract.

2.4.7.

The waste line shall be set to accommodate the drain line for the ice maker. A condensate pump will be included in the cost of the contract if elevations can not be achieved to provide adequate drain flow.

2.4.8.

Supply and install Liberty 404 Series drain pump, or approved equal.

2.5.

Install electrical conductors and receptacles as follows:

2.5.1.

Extend existing circuit to interior of electronics cabinet and 3 GFCI receptacles evenly spaces above counter top and below the counter.

2.5.2.

Install new 20 amp circuit and receptacle for refrigerator.

2.5.4.

New circuit shall run from the existing service panel, approximately 50 feet the point of service.

2.5.5.

All electrical work to comply with latest National Electrical Code and all local building codes.

2.6.

The submittals will include detailed plans and specifications for the counter and cabinet, in addition to the materials submittal.

2.7.

The pre-construction meeting will be scheduled once the plans and specifications are reviewed. Minor adjustments to the design will be discussed at the pre-construction meeting. The government reserves the right to change the configuration of the cabinetry as long as there is no added material cost to the project.

2.8.

All plans and details are for guidance purposes only. The contractor is responsible for field verifying all measurements prior to bid. A Pre-proposal meeting will be held and time will be allotted to perform these measurements.

2.9. Sundry Elements: Any material, devices or services not specifically mentioned or indicated in this specification that are reasonably required for a complete, finished and first class operating installation, shall be provided by the Contractor at no additional cost to the owner. The work shall be installed in accordance with this specification and best industry practices.

--- End of Statement of Work ---

File details come from the government source that posted it. Updated .