W912L8-16-T-0005_SOW.docx

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Demolition Services Federal contract opportunity
Solicitation number
W912L816T0005
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Department of the Army West Virginia Army National Guard

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W912L8-16-T-0005 SOW

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DEPARTMENT OF THE AIR FORCE 167 AIRLIFT WING

CIVIL ENGINEER SQUADRON MARTINSBURG, WV

STATEMENT OF WORK

DEMO VOQ BLDG 115

PROJECT NO. PJVY 142995

DEPARTMENT OF THE AIR FORCE

167th CIVIL ENGINEERING SQUADRON

SHEPHERD FIELD AIR NATIONAL GUARD BASE MARTINSBURG, WV

REV:

Page | 14

1. GENERAL INFORMATION

1.1. DEFINITION OF TERMS

1.1.1. GOVERNMENT refers to the United States GOVERNMENT and the United States Air Force as represented by the United States CONTRACTING OFFICER or their designated representative, the CONTRACTING OFFICER’s REPRESENTATIVE (COR) from the 167th Civil Engineering Squadron.

1.1.2. CONTRACTOR refers to the CONTRACTOR, the SUBCONTRACTOR for the CONTRACTOR, any and all CONTRACTOR and SUBCONTRACTOR employees or personnel, the CONTRACTOR’s tools, and the CONTRACTOR’s vehicles and equipment.

1.1.3. NOTICE TO PROCEED (NTP) provides written notification that the CONTRACTOR has provided adequate design submittals approved by the CONTRACTING OFFICER to begin construction, repair, or demo work. This shall allow the CONTRACTOR to begin ordering construction materials.

1.1.4. PERIOD OF PERFORMANCE (PoP) begins with the NOTICE TO PROCEED and ends after the final acceptance of the construction.

1.2. ABBREVIATIONS / ACRONYMS

KO:CONTRACTING OFFICER
COR:CONTRACTING OFFICER’s REPRESENTATIVE
PoP:Period of Performance
OTHERS:Workmen under the employ of Other CONTRACTORS or the GOVERNMENT.
GFE:GOVERNMENT Furnished Equipment
NTP:Notice To Proceed provided by the CONTRACTING OFFICER SOW:Statement of Work
ECPsEntry Control Points
OSHA:Occupational Safety and Health Administration ASTM:American Society for Testing and Materials UFC:Unified Facilities Criteria (Design Manual) UFGS:Unified Facilities Guide Specifications QA/QC:Quality Assurance / Quality Control
EM:Environmental Manager MSDS:Material Safety Data Sheet
VECP:Value Engineering Contract Proposal
IAW:In Accordance With

1.3. INSTALLATION STANDARDS

1.3.1. Repairs, replacements, new installations and re-installations shall conform to the “best practices” for building constructions, renovations and maintenance activities as specified by the installation Standards referenced below. The workmanship shall meet the requirements of these Standards and as normally provided by experienced trades personnel. The CONTRACTING OFFICER or COR must approve the workmanship as provided by representative samples from the CONTRACTOR prior to installation.

1.3.2. CONTRACTOR shall follow standards for electrical installations pertaining to fire protection and personnel safety found in the 2011 US National Electric Code (NEC).

1.3.3. CONTRACTOR shall follow standards for worker safety found in Occupational Safety and Health Administration (OSHA) requirements, EM385-1-1, National Electric Safety Code, and other similar Standards.

1.3.4. CONTRACTOR is responsible for disposal of all solid waste to include non-hazardous and hazardous waste and shall comply with all Federal, State, and Local environmental laws and regulations and coordinate with Base Environmental Management Office (EMO).

1.3.5. CONTRACTOR shall adhere to all United States Air Force Unified Facilities Criteria (UFC) and United Facilities Guide Specifications. The 2011 US National Electric Code (NEC), Plumbing Codes, International Building Code (IBC), and the West Virginia Building Code (WVBC) shall be the minimum construction standard allowed. A smoke/fire detection system and consideration for egress shall be provided per NFPA. 167th Fire Department requires a Monaco Fire Alarm panel system. Exterior walls, interior bearing walls (and/or columns) and roof assembly shall meet minimum blast and ballistic mitigation criteria as set forth by UFC 4-020- 02FA. Finally, all concrete design shall be in accordance with all UFC and ACI 318 Code Requirements for Structural Concrete.

1.3.6. The CONTRACTOR shall perform site preparation as required in accordance with drawings and specifications included within this Statement of Work (SOW). Questions pertaining to the depth and extent of the site preparation shall be directed to the CONTRACTING OFFICER’s REPRESENTATIVE (COR). Alteration of existing surfaces or facilities, not identified by the GOVERNMENT, shall not occur. CONTRACTOR shall be responsible for any damage to any surfaces, structures or facilities not identified by the GOVERNMENT for alteration and shall be repaired to the COR’s approval at the CONTRACTOR’s expense.

1.3.7. The CONTRACTOR shall provide all labor, material, tools, equipment, and supervision and all other items necessary to complete the work in accordance with all portions of the SOW. The CONTRACTOR shall conduct all work in a professional manner, in accordance with traditionally recognized construction practices and techniques.

1.3.8. It is the CONTRACTOR’s responsibility to field verify all conditions and measurements provided in this statement of work are accurate. CONTRACTOR assumes full monetary responsibility for any and all additional work, materials, or equipment required to complete the project that was not included in the statement of work that a reasonable site inspection would have revealed. CONTRACTOR shall not be responsible for conditions that a reasonable site inspection would not have revealed.

1.3.9. The CONTRACTOR is encouraged to develop, prepare, and submit Value Engineering Change Proposals (VECP’s) voluntarily. The Contractor shall share in any net acquisition savings realized from accepted VECP’s, in accordance with the incentive sharing rates in paragraph (f) of 52.248-1 in the FAR. If a VECP is accepted, the Contractor shall share in net acquisition savings of between 50 - 75 percent or as negotiated by KO and as described in the FAR.

1.4. STANDARD PRODUCTS

1.4.1. The CONTRACTING OFFICER and COR must approve all material submittals prior to procurement. Materials substitution after submittal approvals shall not be allowed without approval by KO.

1.4.2. Materials such as sealants, adhesives, water-proofing or fire-proofing must comply with standards set forth by UL, ASTM, and IEC and listed for the specific use intended.

1.4.3. In the event of conflict among the Specifications, Drawings and/or Technical Instructions, the CONTRACTOR shall bring such conflict to the attention of the CONTRACTING OFFICER immediately for resolution before proceeding with the work involved.

1.4.4. Documentation shall be provided for each submittal. As a minimum, the documentation shall include the AF 3000 cover, a catalog sheet of the specific product and the product technical information. When required, a sample of the product/equipment or material must accompany the submission.

1.4.5. MSDS (Material Safety Data Sheet) shall be submitted for all chemical materials to be used for this SOW. Upon approval from the COR the CONTRACTOR shall bring all chemical to be used on the project to the EM (Bldg 119) for inventory prior to use on jobsite.

1.5. SUBMITTALS

1.5.1. Material submittals are required unless approval from the COR or KO has been granted otherwise. All Material Submittals, Design Drawings and Specifications are to be submitted to the COR with an Air Force Form 3000 (attached) for approval. Submittals, Drawings and Specifications shall be reviewed by the COR and KO prior to installing approved material.

1.5.2. CONTRACTOR shall provide a detailed Project Schedule identifying milestone dates to COR prior to issuance of NTP. A detailed Design and Construction Schedule in a CPM – Gantt style format shall be submitted for approval using Air Force Form 3064 (attached). If a change in the schedule is required, the CONTRACTOR shall resubmit the Progress Schedule for approval in both electronic and hard copy formats to the COR.

1.5.3. CONTRACTOR shall provide Progress Reports submitted at Construction Progress Meetings to the COR and KO using Air Force Form 3065 (attached). Progress Reports shall track the CONTRACTOR’s progress in relation to the approved Progress Schedule as well as assist in computing partial payments.

1.5.4. CONTRACTOR shall provide Concrete Mix Design certification, by authorities having jurisdiction, for the approval of each job to COR.

1.5.5. CONTRACTOR shall provide a list of names of all contracted personnel performing work on-base to COR using the 167 SFS Form BGC-001 “Application for Personnel and Vehicle Passes to Work Under Air Force/Air National Guard Contract” template (attached) prior to issuance of NTP. List shall be submitted digitally via email attachment or CD to COR.

1.5.6. CONTRACTOR shall provide a list of all chemical materials to be used on the project to the EM using Transient Organization Hazardous Material Inventory (attached) 30 days prior to use.

1.5.7. CONTRACTOR shall provide Material Safety Data Sheet (MSDS) to EM 30 days prior to beginning construction.

1.5.8. CONTRACTOR shall track and report to COR the volume of solid waste (C & D) disposal and recycling costs incurred or fund received, disposal sites, and weigh tickets, using Post-Project Waste Diversion Report (attached) within 30 days from project completion-minimum 50% diversion.

1.5.9. CONTRACTOR shall abide by the Federal acquisition program for Green Procurement as outlined in USEPA Comprehensive Procurement Guideline website. CONTRACTOR shall provide a list of all recovered materials to the COR using Recovered Materials Determination Form & Recovered Materials Procurement Determination (attached) with the material submittals as outlined in 1.4.1.

1.6. PERMITS / CERTIFICATION

1.6.1. CONTRACTOR is responsible for obtaining all required base passes, dig permits, utility locates and all other permits required to complete the work described in this SOW.

1.6.2. CONTRACTOR must submit and obtain an approved dig permit from West Virginia 811 prior to start of any site work. Permits request must be made 48 hours in advance. If damage or injury occurs from digging without a dig permit the CONTRACTOR shall be responsible for all repairs at no additional cost to the government. The CONTRACTOR shall keep a copy of approved dig permit on site at all times.

1.6.3. Contractor must submit and obtain approval from Potomac Edison Power Company at (800) 686-0011 prior to disconnecting all associated electrical lines.

1.6.4. Contractor must submit and obtain approval from Berkeley County Water Company at (304) 267-4600 prior to disconnecting all associated water lines.

1.6.5. If total disturbed surface area of the project is greater than 1 acre CONTRACTOR must submit a Storm Water Pollution Prevention Plan (SWPPP) for approved by Berkeley County Engineer (30 day review process). CONTRACTOR shall then submit a Notice of Intent (NOI) to the WV Environmental Protection Agency (OEPA) 21 days prior to start of construction and receive the Director’s Authorization before construction begins. CONTRACTOR shall provide a copy of the NOI, Director’s Authorization, SWPPP, and SWPPP inspections to Environmental Management Office (EMO).

1.6.6. The CONTRACTOR shall obtain an Air Quality (EPA) permit from the Regional Air Pollution Control Agency (RAPCA) for Martinsburg, WV.

1.6.7. The CONTRACTOR shall employ and provide a licensed electrician prior to the start of any electrical work knowledgeable of the work and conforming to the requirements of the National Electrical Code (NEC). The licensed electrician must provide a current valid certification prior to the start of any electrical work.

1.7. QUALITY ASSURANCE / QUALITY CONTROL

1.7.1. The CONTRACTOR shall supply appropriate supervision and QA/QC for each task of the project to ensure the workmanship and product reflect the SOW and drawings. This project is commercial grade and only commercial type equipment and fixtures shall be accepted. The KO or COR may periodically perform QA checks as deemed necessary at any time during the PoP. These checks do not relieve the CONTRACTOR of the obligations under this section to provide a complete and working product.

1.8. PERSONNEL

1.8.1. The CONTRACTOR shall identify a full time Superintendent who shall be responsible for all onsite activities. CONTRACTOR shall submit name(s) of Superintendent to COR prior to issuance of NTP. The Superintendent shall have the authority to make in the field decisions (to be approved by COR), which may arise in day-to-day operations without delay that does not affect cost or scope of project.

1.8.2. The GOVERNMENT is not liable for any injury incurred by CONTRACTOR, CONTRACTOR personnel or other persons while they are on site. CONTRACTOR shall take full responsibility for the safety of all personnel within the project site.

1.8.3. The CONTRACTOR personnel shall comply with Martinsburg Air National Guard Base CONTRACTOR Escort and security policies per this SOW. Violations of these policies may result in termination of the contract. Compliance with security requirements shall not be a basis for failing to complete work in the required PoP.

1.8.4. CONTRACTOR shall recover base passes upon job completion and return to Government within 5 days of Final Inspection.

1.8.5. The CONTRACTOR shall access CMRA website; https://contractormanpower.army.pentagon.mil and report all CONTRACTOR manpower, including sub-contractors, required for the performance on this contract.

1.9. ENVIRONMENTAL AND SAFETY

1.9.1. The CONTRACTOR is responsible for all costs incurred for clean-up, sampling analyses, and disposal of spill debris as a result of Contractor’s actions. CONTRACTOR shall report all spills to EMO. If appropriate, cost incurred for clean-up by the 167th for CONTRACTOR’S actions will be reimbursed to the 167th from CONTRACTOR.

1.9.2. The CONTRACTOR shall ensure that all personnel receive Environmental Management System (EMS) Awareness training and a copy of the Base Environmental Policy. A copy of the training can be obtained from the 167h Base EMO.

1.9.3. The CONTRACTOR shall abide by the Asbestos Notification Requirements as outlined on the WV EPA website. This includes notification of the WV EPA upon the disturbance of more than 260 LF of piping, 160 SF on other facility components, or 35 CF of contaminated material.

1.9.4. The CONTRACTOR shall abide by the WV EPA Green Procurement Program as outlined on the USEPA website.

1.9.5. The CONTRACTOR shall stop work and contact the 167th Base Environmental Management Office upon unearthing any historical or cultural artifacts during construction.

1.9.6. The CONTRACTOR shall obtain all required permits and adhere to and abide by environmental requirements as stipulated by 167th Base EMO. This shall include but is not limited to the following forms:

1. Transient Organization Hazardous Material Inventory

2. Post-Project Waste Diversion Report

3. Recovered Materials Procurement Determination Form

4. Recovered Materials Determination Form

1.9.7. The CONTRACTOR shall perform a jobsite cleanup each day and remove all debris and refuse from the site, to the satisfaction of the COR. Unoccupied areas to be broom swept daily. Occupied areas shall be kept free of dust and debris at all times.

1.9.8. The CONTRACTOR shall ensure that employees are supplied and use proper safety equipment (i.e. gloves, safety boots) described in EM 385 & EM 304 and follow safe work procedures, which protect CONTRACTOR employees and personnel in the vicinity of the job site in accordance with all current OSHA requirements. The CONTRACTOR shall assume any liability for any injury incurred by CONTRACTOR personnel while working on site.

1.9.9. CONTRACTOR shall maintain awareness to all NATIONAL DISASTER / THUNDER STORM / TORNADO WATCH / TORNADO WARNING / LIGHTNING / HAZMAT RESPONSES:

1. Follow all Giant Voice Announcements as directed

2. Discontinue outside/inside work and seek shelter in designated shelter area or building as directed

3. Follow directions from Shelter Manager or Senior Military Official

1.9.10. In case of on base emergency, CONTRACTOR shall dial 911 then alert COR and/or KO.

2. CONTRACT REQUIREMENTS

2.1. GENERAL WORK DESCRIPTION

2.1.1. This project consists of demolishing 2 story BLDG 115 (totaling approx. 1,850sf) to its entirety including all footers, foundation, structural supports and utility lines that are associated, concrete pads and retaining wall, site grading and seeding of all disturbed areas.

2.1.2. CONTRACTOR shall submit As-Builts identifying all evacuated and capped utility lines.

2.1.3. Provide grading plan stamped by WV Licensed Civil Engineer to ensure adequate drainage and stability of site.

2.2. GOVERNMENT FURNISHD EQUIPMENT / PROPERTY

2.2.1. The GOVERNMENT shall provide basic/minimal documents describing the work required in this SOW.

2.2.2. The GOVERNMENT shall provide the CONTRACTOR access to the site to include all areas of work described in this SOW.

2.2.3. The GOVERNMENT shall provide no other equipment, services, or property.

2.2.4. CONTRACTOR shall ensure all Government Provided Equipment in work area remain protected, operational, and dust free throughout the project.

2.3. PERIOD OF PERFORMANCE

2.3.1. CONTRACTOR shall have a maximum of 70 business days from the initial Notice to Proceed (NTP) to complete the project including all design and construction. Any changes or extensions to this time period need prior approval from the CONTRACTING OFFICER.

2.3.2. CONTRACTOR shall have access to the site from 7:00 am - 4:00 pm Monday - Friday. CONTRACTOR will not have access to the site on Weekends and Government Holidays unless approved by COR prior.

2.4. COMPLETION

2.4.1. The COR shall certify performance and final completion of this contract.

2.4.2. The CONTRACTOR shall restore any disturbed areas at the direction of the KO to include grading and reseeding to return area to a natural site condition.

2.4.3. The CONTRACTOR shall schedule a Pre-Final Inspection with KO and identified and recorded at this time. CONTRACTOR shall have 10 days to address these items.

2.4.4. CONTRACTOR shall schedule a Final Inspection with KO and COR upon completion of all Punch List and within 10 days of the Pre-Final Inspection. This inspection will confirm that all Punch List items have been corrected. Upon completion of the Final Inspection the GOVERNMENT shall take over ownership of the project.

2.5. REQUIRED WARRANTIES

2.5.1. The CONTRACTOR shall provide a 1 year warranty on all material, labor, installed equipment, and work performed in this SOW in conjunction with any additional manufacturer’s warranties.

3. DETAILED DESCRIPTION OF WORK

3.1. Grading Plan Design

3.1.1. CONTRACTOR shall submit Grading Plan for approval prior to construction. Plan shall include proper grading with elevations to ensure adequate drainage and soil stabilization. Design shall be stamped by a licensed WV Civil Engineer.

3.1.2. CONTRACTOR shall grade site IAW approved Grading Plan. All disturbed or excavated areas will be brought to grade IAW elevations identified on Grading Plan.

3.2. DEMO BLDG 115

3.2.1. CONTRACTOR shall DEMO 2 story wood framed with metal siding BLDG 115(approx 1,850SF) to its entirety including but not limited to all footers, supporting structure, concrete slab, mechanical, electrical, water lines and all associated equipment and material. (See Attached)

3.2.2. BLDG 115

3.2.3. CONTRACTOR shall ensure all materials are removed and disposed of off-site IAW SOW.

3.3. DEMO: Utility

3.3.1. CONTRACTOR shall disconnect and abandon all electrical lines from building back to the nearest connection point that is to remain. (See Attached)

3.3.2. CONTRACTOR shall disconnect and DEMO Utility box at BLDG 115.

3.3.3. Utility Box

3.3.4. CONTRACTOR shall cap water main feeding BLDG 115. (See Attached)

3.3.5. CONTRACTOR shall remove, evacuate, test, and back fill septic tank and plumbing lines associated with BLDG 115. (See Attached)

3.3.6. CONTRACTOR shall disconnect, evacuate, and removed approx 250 gal fuel oil container located on NORTH side of BLDG 115.

3.3.7. CONTRACTOR shall test immediate area fir contamination and decontaminate if contamination is detected.

3.3.8. Fuel Oil Container

3.4. DEMO Concrete and Brick

3.4.1. CONTRACTOR shall DEMO concrete pad, totaling appox 480sf, on SOUTH side of BLDG 115.

3.4.2. CONTRACTOR shall DEMO brick grill, totaling approx. 80sf.

3.4.3. Concrete Pad and Brick Grill

3.4.4. CONTRACTOR shall DEMO (2) Concrete Retaining Walls leading into SOUTH garage entrance on BLDG 115, totaling approx 200sf.

3.4.5. Concrete Retaining Walls

3.4.6. CONTRACTOR shall DEMO (2) sets of concrete steps leading to BLDG115.

3.4.7. Concrete Steps

3.5. GRADING AND SEEDING

3.4.1. CONTRACTOR shall ensure that entire site has 6” of approved top soil. Fill material shall be placed in 6” lifts and compacted in a manor to ensure no settling of fill material will occur.

3.4.2. CONTRACTOR shall seed and straw all disturbed areas described in this SOW to return area back to a natural state.

4. CONTACT INFORMATION

4.1. POINTS OF CONTACT

4.1.1. COR: Maj Emerson Slack -- (304) 616-5233

4.1.2. ASST COR: SSgt Matt Laign – (304) 616-5391

4.1.4. KO: MSgt Kris Rata – (304) 616-5412

4.1.5. KO Specialist: SSgt Ryan Belfield - (304) 616-5231

4.1.6. EM: Capt Blake Bennett -- (304) 616-541

5. ATTACHMENTS

5.1. Facilities DEMO Plan

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