SOW_Deconstruct__B418.pdf

MAINE AIR NATIONAL GUARD

101st CIVIL ENGINEER SQUADRON (AMC)

106 ASHLEY AVENUE, SUITE 486

BANGOR, MAINE 04401-3051

DECONSTRUCT BUILDING 418

PROJECT NUMBER: FKNN152123

30 APRIL 2016

FOR

UNITED STATES PROPERTY AND FISCAL OFFICES

MAINE NATIONAL GUARD

AUGUSTA, MAINE 04333

GENERAL CONDITIONS

10-1 GOVERNMENT FURNISHED UTILITIES: All reasonable quantities of utilities will be made available to the Contractor without charge; any temporary connection or lines that may be required shall be installed, maintained and removed by the Contract at his own expense and in a manner satisfactory to the authorized government Representative. The removal of such connections or lines shall be accomplished prior to final acceptance of the construction.

10-2 FIRE PROTECTION: The Contractor shall be responsible for conformance with Base Fire Regulations during the period of contract performance.

10-3 SAFETY: The Contractor is responsible to ensure that OSHA standards are being met on the job site and that in particular, United States Air Force (USAF) personnel and equipment are protected at all times. The Contractor shall ensure that visitors on the job site (area) are controlled and kept away from any potential hazardous activities.

10-4 CONTRACTOR DAMAGE: The Contractor shall protect the existing building(s), grounds, vegetation, etc., against any and all damage. Any and all damage to Government property resulting from the Contractor’s operations shall be restored to the property’s original condition, in an approved manner at no cost to the Government. This includes damage resulting from weather. The Contractor shall take and initiate whatever precautions may be necessary to ensure that buildings are protected at all times during inclement weather. The Contractor will be liable for any and all damage that occurs due to inadequate protections from the elements during the performance period of this Contract.

10-5 SITE INSPECTION: Plan details and dimensions are generally taken from available government drawings and are not always as-built. The Contractor shall be responsible for visiting the site and thoroughly familiarizing himself/herself with all the details of the work within the Scope of Work and shall verify existing conditions and dimensions from each applicable area.

10-6 SALVAGE: Except as stated otherwise, the contractor is entitled to all salvage rights from all aspects of the project. The contractor may keep all salvaged items except for those salvaged items designated for receipt by the Government.

10-7 CLEAN-UP: The Contractor shall be responsible to remove and dispose of waste material. He shall be responsible to leave the site in a neat and acceptable condition.

10-8 Access and General Protection/Security Policy and Procedures. This standard language is for contractor employees with an area of performance within Government controlled installation, facility, or area. The contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the Contracting Officer’s Representative (COR). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the local installation’s Security Forces, Director of Emergency Services or local Security Office. The contractor shall ensure compliance with all personal identity verification requirements as directed by DoD, HAF and/or local policy. Should the Force Protection Condition (FPCON) change, the Government may require changes in contractor security matters or processes.

10-9 For Contractors that do not require CAC, but require access to a DoD Facility and/or Installation.

Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (AFI 31-101 and AFI 10-245), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

10-10 AT Level I Training. This standard language is for contractor employees with an area of performance within a Government controlled installation, facility or area. All contractor employees, to include subcontractor employees, requiring access to Government Installations, Facilities and Controlled Access areas shall complete AT Level I awareness training within 10 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. Certificates of completion for each affected contractor employee and subcontractor employee will be maintained by the COR or Antiterrorism Representative. AT level I Awareness Training is available through ADLS by completing the Force Protection CBT.

DECONSTRUCT BUILDING 418

PROJECT No. FKNN152123

PART 1 GENERAL:

1.1 LOCATION: Building 418 Storage Facility, Maine Air National Guard (ANG), Bangor International Airport, Bangor, Maine 04401

1.2 CONTRACTING OFFICER REPRESENTATIVE (COR): The 101st Civil Engineer Squadron provides the COR and all technical advice or assistance. The following individual is the designated COR for this project: Capt. John Cronin.

1.3 GOVERNMENT FURNISHED MATERIALS: None.

1.4 ENVIRONMENTAL PROTECTION: The Contractor shall be responsible for ensuring that all demolition or construction activities meet or exceed those laws, rules, regulations, ordinances, Air Force Instructions (AFIs), or other standards or policies established by the U.S. Environmental Protection Agency (EPA), the State of Maine Department of Environmental Protection the City of Bangor, the USAF, and the Air National Guard (ANG).

1.5 PERFORMANCE PERIOD: Construction workdays can be the same as the MeANG Workday which is 7:00 AM to 4:00 PM Monday through Friday excluding State and Federal Holidays.

1.6 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK: The

Contractor shall be required to commence work under this contract within thirty (30) calendar days after the date the contractor receives notice to proceed, prosecute the work diligently and complete the entire work ready for use no later than sixty (120) calendar days after the notice to proceed.

1.7 SPECIAL PROVISIONS: The Contractor shall accomplish site visits to determine full scope of work and field verify all measurements.

1.8 SUBMITTALS: Provide electronic submittals to the Contracting Officer (KO) for review and approval. The following submittals shall be submitted:

1.8.1 Submittals identified in the attached project specifications.

1.8.2 Project schedule.

1.8.3 Project schedule two week look ahead, updated weekly.

1.8.4 Granular structural fill.

1.8.5 Asphalt pavements mix design.

1.8.6 Compaction test results for new granular fill under repaved areas or trenches.

1.8.7 Erosion and sediment control plan.

1.8.8 Loam.

1.8.9 Seed mixture.

1.8.10 Once deconstruction is complete, submit a list of items that have been salvaged, recycled and disposed of and documentation (receipts/scale tickets/waybills) showing the quantities.

1.8.11 Documentation, manifest, receipts and waybills for disposal of special or hazardous waste.

1.8.12 End of project salvage/recycling rates.

1.8.13 Material Safety Data Sheet on products used and installed

1.8.14 Other products used and installed that are not specified in statement of work.

PART 2

PRODUCTS:

2.1 Products need to conform to the following:

2.1.1 All products shall be in accordance with the Buy American Act

2.1.2 Products shall conform to the project specification.

PART 3

EXECUTION

3 SUMMARY OF WORK

3.1 All work shall be per specification and drawings. The work to be completed on this project consists of (but is not limited to) providing all plant, labor and materials to completely de-construct building 418, to include the following major descriptive items.

3.2 The contractor shall use all reasonable means to divert construction and demolition waste from landfills and incinerators and to facilitate their recycling or reuse. Contractor shall divert a minimum of 60 percent by weight of the total project solid waste from the landfill.

3.3 Deconstruct and completely remove building 418 structure including all components shown on the attached As-built drawings by the US army Corp of Engineers pages 1 -8 dated 7/21/86.

Including but not limited to the metal roofing and wall system, concrete floor slabs and foundations walls and footings.

3.4 Remove the loading dock and metal dock leveler built into the concrete slab.

3.5 Contractor shall remove and dispose of all plumbing fixtures, exhaust fans, piping, ductwork, electrical fixtures, equipment and wiring. Remove all underdrain and under slab drain piping.

3.6 Remove and dispose of the freezer storage unit and the refrigerator storage unit including the evaporator and condensing units and associated equipment and piping. The contractor will also be responsible to remove and collect all refrigerants and properly dispose of in accordance with Federal and State regulations. Submit a copy of the disposal manifest that identifies the quantity of refrigerants collect for disposal.

3.7 Remove asphalt pavement as indicated on the drawings within the limit of construction /pavement cut limit.

3.8 Remove and replace asphalt pavements and structural fill within the trenching limits of the utilities identified to the demolished. Grade and pavement thickness shall match the existing materials that were removed.

3.9 Remove and dispose of the utilities identified to be removed by the demolition site drawings key notes.

3.10 The Contractor shall expose and cut the sewer or waste drain pipeline at a manhole unless otherwise noted to be removed (see drawing key notes), set a mechanic plug in the pipe and construct a minimum 6-inch thick brick or concrete bulkhead or plug at the cut end of the pipeline.

3.11 The Contractor shall also plug the pipeline opening in the manhole with a brick and mortar or concrete and shall construct a concrete plug in the existing pipe on the outside of the mechanical plug and coat the exterior of the concrete plug with two coats of waterproofing. Existing manhole channels and benches shall be reconstructed as necessary to provide a smooth, safe transition within the manhole.

3.12 Disconnect the water services by exposing the corporation stop at the main, turning stop off, disconnecting the service line from the corporation stop, inserting a plug or cap on the exposed end of the corporation stop, and backfill excavation to finished grade.

3.13 Disconnect and remove the electrical service feed to building 418. Remove the underground concrete encased electrical service from the pad mounted transformer / electrical equipment panel to building 418. Contractor shall be responsible for scheduling and coordinating a temporary service shut down, disconnect the secondary service at the transformer or adjacent electrical equipment panel.

3.14 Remove and re-install the Veeder Root tank monitor panel currently located in building 418 electrical room. The panel shall be relocated to the exterior wall of building 417. Install a new 20 amp electrical power circuits to feed the Veeder Root panel. Also install a second new 20amp underground power circuit to feed the light fixture mounted on the fuel tank. The contractor shall also install a new underground low voltage monitoring circuits from the Veeder Root panel location to the fuel tank.

3.15 The demolition site and area within the construction limits shall be backfilled and compacted with common fill and a minimum of 4 inches of loam and seed. Grades shall match into the surrounding grades, with no slopes greater than 5:1 slope.

3.16 Restore the demolition site or area within the construction limits to an acceptable lawn / turf grass area as required by specification section 0329200.

3.17 Equipment Relocations & Salvaged Equipment to Remain As Government Property.

3.17.1 The contractor shall disconnect, remove and relocate the following government equipment to the ANG’s storage facility.

1. Veeder Root fuel tank monitoring panel. See paragraph 3.14 above.

3.18 Equipment Removed or Salvaged by Government.

3.18.1 The following equipment will be disconnected and removed and relocated for salvage by government personnel.

1. Removable core cylinder lock sets will be removed by the government for salvage.

3.19 General Specifications:

3.19.1 If the pavement cut edge gets undermined, damaged or cracked, re-cut a straight line on that side of the excavation to maintain a uniform edge on the repairs.

3.19.2 Contractor shall coordinate activities throughout the project in a manner that allows emergency access to all existing roadways at all times without delays to emergency vehicle response time.

3.19.3 Daily cleanup and disposal of debris, rubbish and solid wastes generated at the worksite.

3.19.4 Contractor shall submit all MSDS of chemicals (used and installed), and estimated amount to be used during the course of the project to COR for coordination with the base Pharmacy, Bioenvironmental and Environmental for approval, prior to use of the chemical.

3.20 Submission of a Bid by a Contractor i s accepted as prima-facie evidence that he/she has examined the specifications and drawings and has satisfied him/herself as to the nature and location of the site of the proposed work and all other matters which can in any way affect the work or the cost thereof under this Contract. Any failure of the Contractor to acquaint himself with all available information, including a physical survey of the site of the proposed work, will not relieve him from successfully performing all the work required to be done for a complete, finished job.

3.21 The above brief outline of principle features of the work in no way limits the responsibility of the Contractor to perform all work and furnish all plant, labor, and materials and equipment required by the Statement of Work, plans and specifications referred to herein.

PART 4 ATTACHMENTS

4.1 Drawings (Site Demolition 4 sheets)

4.2 Section 015000 Temporary Controls

4.3 Section 021200 Disposal Haz. Waste

4.4 Section 024100 Deconstruction

4.5 Section 312000 Earth Moving

4.6 Section 329200 Turf and Grasses

4.7 As-Built Drawings 21 July 1986