FA9301-15-R-0005 _Amendment_0001 _Statement_of_Work.pdf

STATEMENT OF WORK

FOR

DEMOLITION AND ABATEMENT

AIR FORCE TEST CENTER

EDWARDS AFB, CALIFORNIA

07 May 2015

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TABLE OF CONTENTS

1.0 SCOPE OF WORK 3

2.0 PERFORMANCE CAPABILITIES 4

3.0 OFFICE SITE AND BASE SUPPORT 5

4.0 PROTECTION OF CONTRACTOR’S EQUIPMENT AND GOVERNMENT PROPERTY 6

5.0 PROVISIONS ON CONTRACTING OFFICER’S AUTHORITY 6

6.0 CONTRACT START-UP PERIOD 6

7.0 TASK ORDER PRICING 6

8.0 ORDERING PROCEDURES 7

9.0 COMMENCEMENT, PROSECUTION, COMPLETION AND PAYMENT FOR WORK 9

10.0 INCLEMENT WEATHER DAYS 9

11.0 HOURS OF WORK 10

12.0 JOBSITE VERIFICATION AND GOVERNMENT-FURNISHED INFORMATION 10

13.0 MATERIAL SUBMITTALS AND SHOP DRAWINGS 11

14.0 BURN PERMITS 11

15.0 EXCAVATION PERMITS AND DIGGING 11

16.0 PRE-FINAL AND FINAL INSPECTIONS 12

17.0 WARRANTY 12

18.0 SCHEDULING WORK 13

19.0 WORK IN OCCUPIED AREAS 13

20.0 COORDINATING WITH GOVERNMENT ACTIVITIES 13

21.0 NOISE CONTROL 14

22.0 CONSTRUCTION SITE MAINTENANCE 14

23.0 CONTRACTOR PARKING 15

24.0 TRANSPORTATION OF CONSTRUCTION EQUIPMENT 15

25.0 BASE FIRE REGULATIONS 15

26.0 SECURITY REQUIREMENTS 15

27.0 AIRFIELD REQUIREMENTS 16

28.0 WORK IN SPECIAL SECURITY AREAS 16

29.0 SAFETY AND HEALTH 16

30.0 EXPLOSIVE OPERATED HANDTOOLS 16

31.0 CONTRACTOR’S USE OF ELECTROMAGNETIC EMISSION DEVICES 17

32.0 RECORDING AND PRESERVING HISTORICAL AND ARCHEOLOGICAL FINDS 17

33.0 PAVING AND ROADWORK 17

34.0 USE OF TOBACCO 17

35.0 INAPPROPRIATE WORKER BEHAVIOR 17

36.0 COMPLETION OF CONTRACT 17

APPENDICES

APPENDIX A WORKLOAD ESTIMATES 18-31

APPENDIX B ACRONYMS 33

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1.0. SCOPE OF WORK.

1.1. The contractor shall furnish all management, personnel, vehicles and equipment required to perform duties such as, but not limited to demolition, abatement, and disposal services of various buildings, infrastructures, and associated pavements at Edwards Air Force Base (EAFB), California including the Air Force Research Laboratory (AFRL), Air Force Plant 42 and other tenant organizations. Military Family Housing at EAFB is privatized and excluded from the scope of this contract.

1.2. It is the contractor’s responsibility to ensure that all demolition and abatement work performed is in accordance with all Air Force, federal, state, county, and local statutes, laws, regulations, safety requirements, instructions, manuals, handbooks, regulations, guidance, and policy letters. The drawings, specifications and standards set forth in the terms and conditions of this contract, Statement of Work (SOW), and subsequent task orders which include, but are not limited to the California General Permit for Storm Water Discharges from Large and Small Construction Activities, the National Emission Standards for Hazardous Air Pollutants (NESHAP), Professional Grounds Management Society (PGMS), Environmental Protection Agency (EPA) Regulations and Codes, Unified Facilities Guide Specification (UFGS) Codes, American Society for Testing and Materials (ASTM), National Fire Protection Association (NFPA), National Electrical Code (NEC), International Building Code (IBC), International Mechanical Code (IMC), EAFB Design Standards, and Asbestos and Lead Management Plans.

The Contractor shall have and maintain a license for asbestos and lead based paint demolition and abatement services issued by the State of California. Individuals conducting lead based paint (LBP) activities must have training mandated by the Occupational Safety and Health Administration (OSHA) in accordance with 29 CFR 1926 "Lead Exposure in Construction".

1.2.1 The Contractor's work under this contract shall conform with all operational controls identified in the applicable agency or facility Environmental Management Systems and provide monitoring and measurement information necessary for the Government to address environmental performance relative to the goals of the environmental management system as described in section 3(b) of Executive Order 13423 and 2(j) of Executive Order. 13514. At 48 CFR 52.223-5 "Pollution Prevention and Right-to Know Information," It states that federal facilities are required to comply with the provisions of the Emergency Planning and Community Right-to-Know Act of 1986 (EPCRA) (42 U.S.C. 11001-11050), and the Pollution Prevention Act of 1990 (PPA) (42 U.S.C. 13101-13109). The Contractor shall provide all Information needed by the federal facility to comply with the following: (1) The emergency planning reporting requirements of section 302 of EPCRA. (2) The emergency notice requirements of section 304 of EPCRA. (3) The list of Material Safety Data Sheets, required by section 311 of EPCRA. (4) The emergency and hazardous chemical inventory forms of section 312 of EPCRA.

(5) The toxic chemical release inventory of section 313 of EPCRA, which includes the reduction and recycling information required by section 6607 of PPA. (6) The toxic chemical and hazardous substance release and use reduction goals of section 2(e) of Executive Order 13423 and of Executive Order 13514.

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1.3. Task Orders (TOs) will be issued against the Basic contract and will be executed in accordance with (IAW) the Specifications, basic contract SOW, each individual task order’s SOW, and Terms and Conditions of the contract. The Contracting Officer (CO) will issue to the contractor a request for proposal (RFP) describing requirements for each TO. In response to the RFP, the contractor shall submit a proposal to include all applicable documentation for review by the CO. If applicable, the CO will schedule negotiations with the contractor and at the conclusion of negotiation award an individual TO.

1.4. The contractor is encouraged and expected to use innovative approaches to efficiently and effectively accomplish the SOW requirements in a timely manner at reduced costs. Estimated workload is listed in Appendix A, titled Workload Estimates.

2.0. PERFORMANCE CAPABILITIES.

2.1. Contractor Personnel.

2.1.1. The Contract Manager (CM) shall be responsible for the overall performance of this Contract and shall possess the necessary experience to provide direct oversight of all project design and planning activities. The CM shall provide overall contract management, including full authority to develop TO proposals, negotiate and sign TOs; provide subcontract purchasing and administration, review material submittals and shop drawings; and attend all status meetings, site visits and pre-final/final inspections. The CM and alternates, who shall act for the contractor when the CM is absent, shall be designated in writing to the CO.

2.1.2. The Project Supervisor (PS) shall provide on-site supervision and visit each active project site daily, submit periodic detailed progress reports (AF Form 3065) for each TO, schedule and coordinate subcontractor and material suppliers, site visits and pre-final inspections and attend all status meetings as required. Note: Subcontractors may not perform duties of the PS. When asbestos abatement activities are conducted a Certified Asbestos Consultant (CAC) or Certified Site Surveillance Technician (CSST) shall provide over site when identified in the SOW. When demolition activities are conducted a dedicated demolition supervisor shall provide oversite as well.

2.1.3. The contractor shall provide and maintain the following capabilities, at a local or remote office, to support this contract.

2.1.3.1. Cost Estimating/Negotiating. The contractor shall provide estimating/negotiating support capable of producing accurate quantity take-offs and cost proposals, within the time constraints specified in each task order’s RFP.

2.2. Contractor Employee Requirements. The contractor shall ensure that all employees and subcontractor employees have current, valid licenses and certifications necessary to perform their functions. Any cost or time associated with obtaining licenses or certifications shall be at the contractor’s expense.

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2.3. Government Employees. The contractor shall not employ any person who is currently or formerly an employee of the US Government, if the employment of that person would create a conflict of interest.

2.4. Subcontractors. All subcontractors shall be licensed in the State of California in their specialty where required.

2.5. Availability. Throughout the life of this contract, whenever there are active TOs, the CM shall be available to meet within 30 minutes of notification. The CO must be able to contact the CM at all times by phone.

2.6. Quality Control. It is the contractor’s responsibility to provide, inspect, and document the level of quality that has been established by the minimum standards of this SOW. A finalized version of the Quality Control Plan (QCP) shall be submitted to the CO for review and approval within 30 calendar days after award. Any changes to the plan shall be submitted to the CO for review and approval.

3.0. OFFICE SITE AND BASE SUPPORT.

3.1. Contractor’s Row. A lay down area on Contractor Hill Road will be provided as the official area for the Demolition and Abatement contractor and is required for the performance of the Demolition and Abatement contract. This area will be based upon the contractor’s requirements.

A specific space assignment will be designated after award by the CE Community Planner. The contractor will contact the Community Planner at 661-277-9456 prior to mobilizing and request a space through that office. The designated lot on Contractor Hill Road will be used for the contractor’s office trailer, vehicle parking, and supply storage.

3.2. The site office shall be manned continuously during standard working hours as stated in Section 11.0 - HOURS OF WORK, and shall have the CM onsite. The contractor shall be responsible for the connection of all utilities.

3.3. Once the performance period of the last task order has ended and upon notification from the CO, the contractor shall contact the CE Community Planner to schedule a move-out inspection prior to leaving the site. Under no circumstances shall any trailers, portable buildings, conex type facilities or any other structures be left on site once the contract is complete. In addition, no waste of any kind, non-hazardous or hazardous shall be left on site. The site shall be reverted back to its original condition prior to its current use. Before departure, the contractor shall contact the CO, CM, and the CE Community Planner for the final move out inspection before leaving the Base. Any deficiencies noted shall be corrected by the departing contractor before vacating the space.

3.4. The Government will only provide fire prevention and protection services.

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4.0. PROTECTION OF CONTRACTOR’S EQUIPMENT AND GOVERNMENT

PROPERTY.

4.1. All contractor equipment is the sole responsibility of the contractor. The Government is not liable for the theft, vandalism, or damage to any contractor supplies, equipment or property. The contractor shall secure his materials and protect all equipment from damage.

4.2. Any equipment/material the contractor removes and which requires reinstallation as part of the job requirements shall be the responsibility of the contractor. All damaged material shall be replaced with equipment/material of equal quality and function by the contractor at his own expense.

4.3. Any equipment/material the contractor removes and which is NOT required for reinstallation becomes the property of the contractor, unless otherwise instructed by the Project Manager (PM).

5.0. PROVISIONS ON CONTRACTING OFFICER’S AUTHORITY. Only the CO is authorized to make changes to the contract or any TO issued hereunder. No other Government or non-Government official may alter this contract or any TO issued in accordance with the basic contract terms and conditions. The contractor shall report any attempts to alter this contract or any TO to the CO. In the event the contractor effects any such changes at the direction of any person other than the CO, the change will be considered to have been made without authority and no adjustment will be made to the contract or TO price to cover any increase in costs incurred as a result thereof. If the contractor needs clarification(s) regarding the contract or a TO, the contractor shall submit a Request for Information (RFI) through the appropriate channels to the CO.

6.0. CONTRACT START-UP PERIOD. The first 30 calendar days following basic contract award shall be designated as a start-up period, after which the contractor shall have all equipment and personnel in place to fully execute the requirements of this contract.

7.0. TASK ORDER PRICING.

7.1. Contractor TO pricing shall be accomplished as described below.

7.1.1. Exhibit Line Item Numer (ELIN). ELINs are frequently used and are pre-priced line items. A set of ELINs will be proposed on by the contractor for all five years of the contract’s performance. The agreed upon prices will then be used as the basis for task order pricing.

7.1.2. Contract Line Item Number (CLIN). CLIN 0001 will represent all five years of the contract’s performance. The cost of CLIN 0001 will be the total of all ELINs for the five years of performance.

7.1.3. Non Pre-priced Items (NPI). Costs for items of work not included in the list of ELINs and within the scope and general intent of the contract, must be submitted, approved and or

FA9301-15-R-0005, Amendment 0001, Attachment 1 Statement of Work Page 6 of 33 negotiated if necessary.

7.1.3. 1. Items from sources such as Engineered Performance Standards, Preventative Maintenance Standards and Service Call Standards shall not be negotiable; however their costs shall be used in calculating the NPI percentage of the total task order cost.

7.1.3.2. NPI item prices taken from local area sources shall be the lowest price offered from at least three acceptable vendors.

7.1.3.3. The contractor shall submit a worksheet for each NPI item which shows all the costs and calculations used to develop the NPI item’s price.

7.1.3.4. Negotiating prices for NPIs and incorporating them in a TO does not incorporate the items in the contract for subsequent use as a pre-priced item. To permit subsequent use, the CO must incorporate prices for NPIs by supplemental agreement in the contract itself, in which case they become pre-priced items under the contract.

8.0. ORDERING PROCEDURES.

8.1. Site Visit.

8.1.1. The CO will provide the CM a RFP that will include date and time of the site visit, a written SOW, a preliminary list of required material submittals (if applicable), and any other necessary documents to assist in providing an accurate proposal. The CM and subcontractors (if applicable) shall attend the site visit and obtain whatever measurements and information necessary to develop the design and produce a complete and accurate TO proposal, to be submitted to the CO within 10 working days from the date of the site visit. Due to mission requirements, it may be necessary to require the submission of the contractor’s TO proposal in less than 10 working days. For more complex projects, additional time may be granted by the CO. The response time will be notated on each individual RFP.

8.1.2. Scope validation/site visit discussions will include:

8.1.2.1. Site access.

8.1.2.2. Methods and alternatives for accomplishing the work.

8.1.2.3. Definition and refinement of requirements.

8.1.2.4. Requirements for proposal in addition to those enumerated in this SOW.

8.1.2.5. Detailed scope of work.

8.1.2.6. Special time requirements for completion, and phasing requirements.

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8.1.3. Site Visit Documentation. The government Contract Administrator (CA) will create a Memorandum for Record (MFR) of the site visit. Questions or clarifications should be directed to the CA or CO concerning the discussions above.

8.2. Contractor’s Proposal. A TO proposal shall consist of a cover sheet describing the project and proposed performance period, a detailed cost proposal, and SOW with confirmation of the project scope.

8.3. Negotiation. The CO will notify the CM and schedule negotiations (as required). The CM shall be available to negotiate within two working days of notification.

8.3.1. All TOs will be firm fixed priced; and will be negotiated on a line item by line item basis.

Unit prices will not be discussed, except for NPIs. The negotiations will establish the appropriate line items for the TO, and quantities for each line item. The contractor must be prepared to provide quantity calculations justifying the material quantities contained in the proposal.

8.3.2. At the conclusion of line item cost negotiations, the CO will negotiate a reasonable and expeditious performance period based upon input from the PM. Provisions for assessing liquidated damages (LD) will be determined on each individual TO by the CO.

8.3.3. Within five working days after the TO price and performance time have been negotiated, the contractor shall provide a revised proposal reflecting the agreed upon changes during negotiations which will be verified by the CO and PM.

8.3.4. After the issuance of a Notice to Proceed (NTP) for any TO, the Government may elect to host a Pre-Performance Conference. The contractor and subcontractors shall be represented at the scheduled conference and be prepared to discuss all efforts related to the TO.

8.4. Estimation of Projects In Advance of Funding.

8.4.1. During the course of the contract, the contractor may be required to estimate and negotiate projects in advance of funding. These projects may not have funding available and there is no guarantee that funds will become available for award of the project. No separate compensation for any Pre Order costs including proposal preparation and attendance during negotiations or site visits will be due to the contractor for projects that are negotiated and funding is not provided.

8.4.2. Fiscal Year-end Procedures. The contractor may be given a list of projects that the base reasonably expects to receive funding. The list may be revised for both additions and deletions based on the Governments’ requirements. These projects will be estimated and negotiations completed. The Government will incur no obligation until such time as funding becomes available and a TO is executed for the project. The negotiated total quantities shall remain binding until funding becomes available. Agreed upon total prices that contain NPIs shall be verified with the contractor prior to execution of the TO. In the event the NPIs have undergone a

FA9301-15-R-0005, Amendment 0001, Attachment 1 Statement of Work Page 8 of 33 substantial change in the market, the items shall be re-negotiated and an agreement reached prior to executing a TO.

9.0. COMMENCEMENT, EXECUTION, COMPLETION AND PAYMENT FOR WORK.

9.1. The contractor shall be required to; (a) commence work under this contract within (to be determined per TO) calendar days after the date the contractor receives the NTP; (b) execute the work diligently; and (c) complete the entire work ready for use not later than (to be determined per TO) calendar days after receipt of the NTP. The time stated for completion shall include final cleanup of the premises.

9.2. Submittals and Contract Progress Schedules. The contractor shall submit three copies of each within 10 calendar days after NTP.

9.3. Inspection by the Government. The PM will monitor the contractor’s progress on each active TO and identify any non-compliance items while performing technical surveillance of workmanship. The PM must have access to the jobsite at all times. The abatement plans, worker certifications, construction drawings, must be on the jobsite and available for review at all times.

9.4. Progress Reports. After approval of the initial progress schedule, the CM shall submit weekly progress reports (AF Form 3065) indicating the progress of each active task order. The progress reports should coincide with the approved progress schedule and will be reviewed and approved by the PM and CO. The contractor will be paid monthly (upon the submission of proper invoices with corresponding approved progress reports) for the work performed during the preceding month for each individual TO.

9.5. Meetings. The CM shall attend meetings as scheduled by the PM to discuss active TOs.

The CA shall prepare minutes of the meeting and provide a copy to all parties in attendance.

Should any party not concur with the minutes, they shall state the areas of nonconcurrence in writing to the contractor within one calendar day of receipt of the minutes.

9.6. Distribution of Correspondence. A contractor representative shall visit the Contracting Office, Bldg 2800 to pick up and deliver correspondence on a daily basis.

9.7. Payment. Final payment for each TO will be withheld until all discrepancies are corrected.

10.0. INCLEMENT WEATHER DAYS.

10.1. The procedures for determination of time extensions for unusually severe weather in accordance with the contract clause 52.249-10 “Default (Fixed-Price Construction)”. In order for the CO to award a time extension under this clause, the following conditions must be satisfied:

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10.1.1. The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

10.1.2. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the contractor.

11.0. HOURS OF WORK.

11.1. Normal work hours shall be Monday through Friday from 7:00 A.M. to 4:00 P.M. except days observed as Federal holidays as listed below:

New Year’s Day 1 January Martin Luther King’s Birthday Third Monday in January President’s Day Third Monday in February Memorial Day Last Monday in May Independence Day 4 July Labor Day First Monday in September Columbus Day Second Monday in October Veterans Day 11 November Thanksgiving Day Fourth Thursday in November Christmas Day 25 December

Holidays falling on Saturday are observed on the preceding Friday. Holidays falling on Sunday are observed on the succeeding Monday.

11.2. The contractor may request to work on a weekend, after hours, or on a holiday. All such requests must be submitted in writing to the PM and CO with a description of the type of work to be accomplished on that date. Any request to work a weekend shall be submitted by close of business on the prior Wednesday. Requests to work other than weekends shall be submitted for a minimum of 36 hours prior to the requested date. The Government reserves the right to approve or deny the request. Contractor’s request to work outside standard work hours shall not justify non-standard rates.

12.0. JOBSITE VERIFICATION AND GOVERNMENT-FURNISHED INFORMATION.

The Government agrees to provide access to all known and relevant drawings the contractor may need. This includes all asbestos and/or lead survey results specific to each individual TO. It is the contractor’s responsibility to verify dimensions, conditions, survey results, etc. of items on received from the Government. Failure to verify such items shall not constitute as a basis for reimbursement for cost increases resulting from inaccuracies of information furnished to the contractor.

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13.0. MATERIAL SUBMITTALS AND SHOP DRAWINGS.

13.1. Once an individual TO is awarded, the contractor shall submit all required material/shop drawing submittals to the CO within 10 calendar days for approval. No materials shall be used prior to approval.

13.2. Abatement Plans. The contractor shall submit site specific asbestos and/or lead abatement plans for review and approval by the CM and 412 CE/CEVC prior to any work starting. The guidelines for abatement plan submittals are outlined in Specification Section 2080, 1.3.9 for asbestos, and Specification Section 2090, 1.4.1 for lead.

13.3. All material submittals shall be attached to an AF Form 3000 with the TO title, project number, and TO number clearly indicated. Three copies of each submittal shall be submitted to the CO for approval. One copy will be returned to the contractor and posted at the job site. The contractor may submit a catalog of standard material data sheets for selected items that are used repetitively for TOs. The catalog number for these items can be referenced on the AF Form 3000 without attaching copies of the data sheets.

13.4. Submittals shall be legible, and shall include all technical data needed to verify that the item meets requirement.

13.5. The AF Form 66 Material submittal shall be incorporated as an attachment to the TO.

14.0. BURN PERMITS. The contractor shall obtain a burn permit from the base Fire Department prior to conducting any burning or welding. Copies shall be submitted to the PM and posted at the jobsite. All fire and safety regulations are to be followed stringently.

15.0. EXCAVATION PERMITS AND DIGGING.

15.1. It is the contractor’s responsibility to verify as-built conditions. The Government does not guarantee the accuracy or adequacy of existing as-built drawings. The contractor shall fill out an AFTC IMT 5926, Base Civil Engineer (BCE) Clearance Request for an excavation permit. The contractor shall coordinate with each office listed on the permit form, obtain all appropriate approval signatures, follow procedures stated on the form, and provide a copy of the approved permit to the PM prior to performing any excavation. The Contractor shall provide drawings showing the exact location, depth and description of the type of excavation to be accomplished.

15.2. The Government will exercise reasonable attempts to identify/locate buried lines. The contractor shall ensure that the appropriate Civil Engineering (CE) shops and the Communication Squadron have marked existing underground utilities prior to starting excavation. “In the area” is typically considered 3 feet on either side, except when the PM deems otherwise. This 3-foot zone on either side of the mark provided is a hand-dig only area.

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Since depth of the utility will not be provided, the contractor assumes responsibility for any depth determination necessary.

15.3. Any lines identified by flags or on the drawings/digging permit shall be avoided by the contractor. If these lines are broken, cost for damages shall be the responsibility of the contractor. If the contractor is deemed responsible for a damaged line, he shall immediately repair the line to its prior condition. In an emergency situation, or if the CO determines the contractor is not responding within a reasonable time, the Government reserves the right to repair the damage and bill the contractor at CE shop rates.

15.4. If a broken line is not identified on the drawings or flagged, the Government will be responsible for the repair cost.

15.5. The contractor shall immediately notify the CO, PM and Fire Department when any utility line is damaged.

16.0. PRE-FINAL AND FINAL INSPECTIONS.

16.1. The CM may request a Pre-Final Inspection for the purpose of having the Government assist in identifying incomplete or unsatisfactory work items prior to the Final Inspection.

However, any deficiencies identified at the Pre-Final Inspection must be completed before scheduling a Final Inspection.

16.2. The CM shall submit a written request for Final Inspection to the CA and the PM.

16.3. The CM shall request the Final Inspection NO LATER THAN 36 hours prior to the specified contract completion date.

16.4. The PM will schedule and conduct Final Inspections with the CO, CM, PS, and the using agency representative. The contractor shall correct discrepancies noted on the “punch list” within the time limit specified by the CO. If during a Final Inspection it is obvious to the PM that the jobsite is not ready for a Final Inspection; the Final Inspection will be terminated and rescheduled.

17.0 .WARRANTY.

17.1. If specified in the TO SOW, the contractor shall provide a minimum one-year warranty on all work IAW FAR 52.246-21, Warranty of Construction. The CO will notify the CM of warranty issues. After being notified of a problem, the CM shall investigate the issue and respond within 24 hours. If the CM believes the issue is not warranty related, he may request a fact-finding visit with the CO and PM. If the fact-finding meeting determines the issue is warranty related, the contractor shall repair the item within 48 hours, or as determined by the

CO.

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17.2. The contractor is responsible for ensuring subcontractors fulfill warranty requirements on their work. All manufacturer warranties for equipment, roofing, etc. installed under an individual TO shall be submitted to the CO with an AF Form 3000 prior to close-out.

18.0 . SCHEDULING WORK.

18.1. Each TO shall be diligently worked according to the progress schedule and without extending performance periods due to insufficient resources.

18.2. Before any work is initiated under an individual TO, the CM shall coordinate with the PM and agree on a sequence of procedures; means of access to premises and building; space for storage of materials and equipment; delivery of materials and use of approaches, corridors, stairways and elevators.

18.3. When specifically requested by the Government, the work shall, so far as practicable, be done in definite sections or areas and confined to limited areas that shall be completed before work in other areas is begun. These areas shall be clearly annotated on the Contractor’s abatement plan.

19.0. WORK IN OCCUPIED AREAS.

19.1. This contract includes work in multiple use type facilities that may be occupied when work is in progress. All work must be coordinated by the contractor to minimize inconvenience to occupants. It shall be the contractor’s responsibility to take whatever measures are necessary to assure the protection of occupant’s assets, furnishings, equipment, etc, and to perform the work so as to cause minimal disruption of ongoing activities in occupied areas.

19.2. Any temporary construction (example: dust partitions) shall be subject to prior approval by the PM.

20.0 . COORDINATING WITH GOVERNMENT ACTIVITIES.

20.1. The contractor shall adhere to the requirements of each individual user organization. Any infringement on the normal working conditions (i.e. closing a hallway) shall be coordinated at least 24 hours in advance.

20.2. If it becomes necessary to interrupt the using agency’s work activities in buildings and/or areas for construction purposes, permission to do so must be requested in writing to the PM five working days in advance. Written requests for street closings shall be submitted to the PM for approval 15 working days prior to closing of the street.

20.3. Work in connection with this contract which requires utility outages, (electrical, water, gas, etc) which will close down or limit (as determined by the PM) normal activities in the building, construction area, or other affected areas, shall be performed by the contractor at a time other

FA9301-15-R-0005, Amendment 0001, Attachment 1 Statement of Work Page 13 of 33 than regular work periods of the organization occupying the facility. Requests for utility outages shall be submitted in writing to the PM for approval 10 working days in advance. Utilities will not be turned on and off by the contractor. CE personnel will be scheduled for this purpose.

21.0. NOISE CONTROL. The contractor shall comply with all applicable state and local laws, ordinances, and regulations relative to noise control. The Government may require that operations that generate excessive noise be scheduled at other than standard work hours.

22.0. CONSTRUCTION SITE MAINTENANCE.

22.1. The contractor shall store all supplies and equipment on the project site as much as is practicable so as to prevent theft or mechanical/climatic damage. The PM and Facility Manager will determine storage area location. The site shall be maintained in a neat and orderly manner.

22.2. The contractor shall dispose of all trash and debris generated during the contract. Disposal shall be by sanitary landfill located off EAFB, or other approved methods and shall conform to all local, state, and federal guidelines and regulations.

22.3. The contractor shall store all refuse in appropriate trash containers on the jobsite. Location of a dumpster at the site shall be as directed by the PM.

22.4. All mud, dirt, debris, foreign objects, or spills of any kind from the contractor’s operations (including subcontractors and suppliers) on streets and parking lots used as access to the work or staging areas, shall be cleaned off the same day. Taxiways, runways, parking aprons and hard surfaces used as access to the work or staging areas, shall be kept clean at all times.

22.5. The contractor shall have all refuse removal trucks covered and secured prior to leaving the jobsite. If any materials are observed falling off the trucks, the truck shall be stopped and reloaded to prevent damage to any other vehicles caused directly/indirectly by falling debris.

The contractor shall bear the monetary responsibility to repair all damage associated with falling debris.

22.6. There are no approved concrete truck cleanout sites on base. The contractor may instruct the truck to wash out into the contractor’s dumpster only. If the concrete truck cleans out anywhere else on base, the clean up charges will be billed back to the contractor and against the individual TO.

22.7. The base refuse contract supplies dumpsters for Government produced refuse only. The contractor shall not dump refuse from any project in the Government dumpsters. If the PM/CO discovers refuse in Government dumpsters, he/she may instruct the contractor to immediately remove the refuse, or have Government resources remove it at the contractor’s expense.

22.8. The contractor’s dumpster shall be removed prior to Final Inspection. The contractor shall repair any damage the dumpster causes to paving or lawns.

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22.9. Each project site must be cleaned up at the end of each day. All debris (whether blown in or contractor generated) on the jobsite shall be picked up and disposed of properly. All materials shall be neatly stacked and secured to prevent wind gusts from blowing materials around base. If the PM deems the site is unsightly the contractor may be instructed to halt construction and clean up the site.

22.10. Trees, Shrubs, Grass and Irrigation Systems. The contractor shall take appropriate measures to prevent injury to plants and subsurface irrigation systems on the project site unless designated to be removed. The contractor shall not remove or prune any plants without approval from the PM or his designated representative. Plants that are damaged during construction shall be replaced at no expense to the Government with a one year warranty. Replacement plantings shall be accomplished during appropriate planting season. Damaged shrubs or hedges shall be replaced with plants of equal size, type, and value. Any subsurface irrigation system damaged by the contractor shall be repaired by the contractor.

23.0. CONTRACTOR PARKING. The contractor’s employees, suppliers, and subcontractor vehicles shall not be parked on grass/landscaped surfaces at any time. In addition, vehicles may not be driven over grass/landscaped surfaces, unless indicated during Site Visit or pre performance conference.

24.0. TRANSPORTATION OF CONSTRUCTION EQUIPMENT. The contractor shall not drive any construction equipment with metal wheels or tracks (i.e. roller, excavator etc.) on the streets of EAFB. All equipment shall be loaded on a trailer and hauled to the location.

25.0. BASE FIRE REGULATIONS. The contractor shall comply with current Base Fire Regulations. The contractor shall use no explosives or fire in performing the work. The contractor shall understand and comply with current OSHA welding and cutting requirements.

26.0. SECURITY REQUIREMENTS.

26.1. The contractor shall comply with security regulations imposed by the Installation Commander and the agency occupying the space where work is to be performed, including any necessary security clearances.

26.2. All contractor and subcontractor’s employees entering EAFB in the performance of this contract shall be required to obtain and display employee identification as prescribed by local and Air Force Instructions (AFIs).

26.3. Contractor identification cards may be issued for the performance period of the contract only, or for one year, whichever is the shorter period of time.

26.4. Contractor personnel shall be made aware by the CM of the necessity for safeguarding identification cards issued and the requirement for reporting any identification cards lost.

FA9301-15-R-0005, Amendment 0001, Attachment 1 Statement of Work Page 15 of 33

27.0. AIRFIELD REQUIREMENTS. The contractor shall coordinate through the PM for restrictions involving access to the flight line, taxiway and runway areas. The contractor shall comply with AFTCI 13-213, and the instruction of the Airfield Manager at all times.

28.0. WORK IN SPECIAL SECURITY AREAS. All work in secure areas shall be under escort by Government personnel. The Security Forces may require a local agency check of all personnel involved in the accomplishment of the work prior to commencement of work.

29.0. SAFETY AND HEALTH

29.1. The contractor shall assume full responsibility and liability for compliance with the applicable regulations pertaining to the health and safety of personnel during the execution of work, and shall hold the Government harmless for any action on his part or that of his employee or subcontractors, which results in illness, injury or death.

29.2. All work shall comply with applicable state and local safety and health requirements and the U.S. Army Corps of Engineers Safety and Health Requirements Manual 2008, EM 385-1-1.

Where there is a conflict between applicable regulations, the most stringent shall apply. The contractor or any of his subcontractors who are responsible for handling hazardous and toxic materials shall have the necessary certification before doing so, and shall provide evidence of certification to the CO/PM.

29.3. The contractor shall conduct initial and periodic training for their employees, and ensure that all subcontractor employees have had proper safety and awareness training.

29.4. The contractor shall establish and maintain a safety plan to ensure the safety requirements of the contract are provided as specified. The safety plan shall be provided as specified and submitted to the CO within 30 calendar days after contract award. The safety plan shall be subject to Government approval by the Contracting Officer. Contractor compliance with the safety plan will be monitored by the Government.

29.5. The contractor shall record and report to the CO/PM within one hour of occurrence all available facts relating to each instance of injury to either the contractor, subcontractor or Government personnel, or damage to Government property. In the event of an accident or mishap, the contractor shall take prudent and reasonable action to establish control of the accident or mishap scene, until relieved by the CO/PM. If the Government elects to conduct an investigation of the accident or mishap, the contractor and/or subcontractor shall cooperate fully and assist Government personnel in the investigation until such is complete.

30.0. EXPLOSIVE OPERATED HANDTOOLS. Explosive operated hand tools shall not be used without previous approval of the PM. The contractor shall comply with all OSHA standards when utilizing explosive operated hand tools. Storage of explosive cartridges on the installation will be in metal containers and limited to one day’s supply. The contractor shall provide adequate controls to prevent theft/loss of cartridges used and stored on the installation.

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31.0. CONTRACTOR’S USE OF ELECTROMAGNETIC EMISSION DEVICES.

Electromagnetic emission devices include: radio/RADAR transmitters, navigational aids, instrumentations, signaling, intrusion detection and identification devices, mobile and fixed business radio communication equipment, and Military Affiliate Radio Systems, CBs and amateur radio stations. The contractor shall comply with the applicable AF Regulations.

32.0. RECORDING AND PRESERVING HISTORICAL AND ARCHEOLOGICAL

FINDS. All items having any apparent historical or archeological interest that are discovered in the course of any construction activities shall be carefully preserved. The contractor shall leave the archeological find undisturbed and shall immediately report the find to the CO/PM so that the proper authorities may be notified.

33.0. PAVING AND ROADWORK. Prior to start of any paving or roadwork, the contractor shall coordinate start and completion dates in writing with the PM 15 calendar days prior to the scheduled start.

34.0. USE OF TOBACCO. There shall be no tobacco use inside Government facilities. This rule applies to all facilities, whether occupied or not, under construction/renovation or not.

Cigarettes butts shall not be left on the ground at any construction site. The contractor shall strictly inform/enforce these rules regarding his employees, suppliers, and subcontractors.

35.0. INAPPROPRIATE WORKER BEHAVIOR. The contractor assumes responsibility for the actions of all his/her employees, subcontractors, and suppliers when on EAFB.

36.0. COMPLETION OF CONTRACT. At the conclusion of this contract, the contractor shall be required to vacate the areas provided to him including office area and individual worksites. The contractor shall return the office area to its original condition, and shall do so within 14 calendar days of being notified by the CO.

FA9301-15-R-0005, Amendment 0001, Attachment 1 Statement of Work Page 17 of 33

APPENDIX A

WORKLOAD ESTIMATES

ELIN

ITEM

SUPPLIES/SERVICES Unit of Issue

Quantity

A001 Removal/Return of General Office Furniture SF 10000 A002 Removal/Return of Complex Equipment SF 10000 A003 Equipment Rental (Including delivery / pickup) DAY 250 A004 Large Equipment Removal DAY 125 A005 Small Equipment Removal DAY 125 A006 Sandbags UV Protected LF up to 2' High LF 10000 A007 Errosion Control (Silkscreening, silt fencing, hay bales, binders)

LF 2500

Enclosures

A008 Limited Containment Barriers SF 70000 A009 Exterior Full Containment Barriers SF 400000 A010 Interior Full Containment Barriers SF 400000 A011 Limited Containment Barriers - Inside 6 mil SF 25000 A012 Limited Containment Barriers - Outside 10 mil SF 25000 A013 Exterior Hard Enclosure Decon SF 10000 A014 Decon Facility Interior EA 500 A015 Decon Facility Exterior EA 250 A016 Decontamination Area EA 250 A017 Installation of New Permanent Fence LF 25000 A018 Fence Rental (Per Day 6' high) LF 20000 A019 Fence Rental (Month 6' high) LF 200 A020 Fence Rental (Year 6' high) LF 5000 A021 Fence Gates (6' high) EA 50

Sampling/Testing

A022 Air Monitoring (CAC, CIH) HR 7500 A023 Air Monitoring (CSST) HR 5000 A024 TEM Sampling/Analysis EA 500 A025 PCM Sampling/Analysis EA 2500 A026 Soil Sampling/Analysis for Lead Materials EA 50 A027 Dust Wipe Sampling/Analysis, AAS or

Equivalent

EA 50

FA9301-15-R-0005, Amendment 0001, Attachment 1 Statement of Work Page 18 of 33

A028 Waste Stream Sampling/Analysis (TCLP, Lead Only)

EA 250

A029 Air Sampling/Analysis for Lead EA 250 A030 Sampling for Waste Water Discharge Permit EA 25 A031 Sampling for Petroleum contamination in soil or water

EA 25

Abatement of Asbestos Containing Materials

A032 Notification Fee - Not to Exceed $2,400/Task Order

LS 150

A033 Asbestos Decontamination SF 2500 A034 Lead Decontamination SF 2500

Abatement of Insulation Removal in

Containment

A035 Abate Pipe Insulation, up to 3" dia. LF 1250 A036 Abate Pipe Insulation, > 3" dia. < 8" LF 1250 A037 Abate Pipe Insulation, > 8" dia. LF 1000 A038 Abate Pipe Joint Insulation. Up to 3" dia. EA 200 A039 Abate Pipe Joint Insulation.> 3" dia.<8" EA 100 A040 Abate Pipe Joint Insulation,> 8" dia. EA 60 A041 Abate Insulation on Boilers/Tanks SF 2000 A042 Abate HVAC Duct Insulation SF 2000

Glove Bag

A043 Abate Pipe Insulation, glove bag, <12" dia. LF 500 A044 Abate Thru Pipe Removal <4"dia. LF 500 A045 Abate Thru Pipe Removal >4"dia.<8"dia. LF 500 A046 Abate Thru Pipe Removal >8"dia. LF 500

Spray-On Insulation

A047 Abate Spray-On Insulation, Beams and Columns SF 10000 A048 Abate Spray-On Insulation, Ceilings SF 5000 A049 Abate Spray-On Insulation, Complex Ceilings SF 2500 A050 Abate Overspray on Air Ducts SF 500 A051 Abate Overspray on Pipes Conduits LF 500 A052 Abate Overspray on Beams and Columns SF 500

Air Duct Insulation

A053 Abate ACM, Removal of Flex Joints on Ducts LF 300

FA9301-15-R-0005, Amendment 0001, Attachment 1 Statement of Work Page 19 of 33

A054 Abate Friable ACM within Air Ducts SF 2500

Flooring/Interior Finishes

A055 Removal of VAT SF 250000 A056 Removal of Sheet Flooring SF 25000 A057 Removal of Ceramic Tile SF 5000 A058 Removal of Mastic on Concrete Slab Under Floor SF 250000 A059 Removal of Plywood Floor w/ Mastic w/ ACM SF 10000 A060 Removal of Carpeting on Mastic w ACM SF 250000 A061 Removal of Wallcovering SF 5000 A062 Removal of Base Cove and Baseboards LF 20000

Removal of Interior Ceilings and Walls

A063 Abate ACM Removal of Suspended Ceilings SF 10000 A064 Abate ACM Removal of Plaster Ceilings SF 5000 A065 Abate ACM Acoustical Ceiling including Mastic SF 10000 A066 Removal of Drywall Ceiling w/ACM SF 100000 A067 Removal of Acoustical Wall Panels including

Mastic

SF 10000

A068 Removal of Plaster Walls w/ ACM SF 10000 A069 Removal of Stucco Walls w/ ACM (interior) SF 2500 A070 Removal of Drywall Wall w/ACM per layer of

Drywall

SF 200000

A071 Removal of Transite Wall SF 50000

Exteriors

A072 Removal of Transite/Siding/Roofing Material/Mastic

SF 50000

A073 Removal of Roofing Mastic Only SF 20000 A074 Removal of Roofing Material Only SF 75000 A075 Removal of Transite Siding Only SF 20000 A076 Removal of Transite Roofing Only SF 10000 A077 Removal of Built up Roofing Insulation 1-3" SF 50000 A078 Encapsulation of Asbestos Surfaces (bridging) SF 5000 A079 Encapsulation of Asbestos Surfaces (penetrating) SF 500000 A080 Sandblasting Exterior Asbestos Paint SF 50000 A081 Sandblasting Exterior Lead Paint SF 50000 A082 Removal of Soil w/ ACM CF 1000 A083 Removal of Stucco Walls w/ ACM SF 200000

FA9301-15-R-0005, Amendment 0001, Attachment 1 Statement of Work Page 20 of 33

A084 Scrape ACM Containing Paint/Stucco on Exterior Walls

SF 75000

Transite Pipe

A085 Removal of Transite Pipe Above Ground LF 1000 A086 Removal of Transite Pipe Below Ground <4'

Under

LF 2500

A087 Removal of Transite Pipe Below Ground >4' Under

LF 2500

A088 Transportation, Handling, Packaging, Disposal of Transite Pipe

CY 5000

Remove Windows w/ ACM

A089 Remove Windows Glazing, Single Pane, Fixed SF 1000 A090 Remove Windows Glazing Double Pane, Fixed SF 200 A091 Remove Window Caulking w/ ACM LF 5000 A092 Remove Window Unit Whole including Frame SF 5000

ABATEMENT OF MATERIAL CONTAINING

LEAD AND LEAD-BASED PAINT

Removal of Doors and Wndows With LBP

A093 Abate LBP by Removing Hollow Core Wood Doors

EA 10

A094 Abate LBP by Removing Pre-Hung Wood Doors, Interior solid core

EA 5

A095 Abate LBP by Removing Pre-Hung Wood Doors, Exterior solid core

EA 5

A096 Abate LBP by Removing Pre-Hung Metal Doors, Exterior

EA 5

A097 Abate LBP by Removing Windows Frames SF 500

Abatement of LBP Surfaces by Encapsulation

A098 Abate LBP by Encapsulating w/ Flexible Wall Covering

SF 2500

A099 Abate LBP by Encapsulating w/ Wood Paneling SF 1000 A100 Abate LBP by Encapsulating w/ PVC Vinyl

Siding

SF 1000

A101 Abate LBP by Encapsulating w/ Hardboard Wood Siding

SF 1000

A102 Abate LBP by Encapsulating w/ Aluminum or Metal Siding

SF 5000

FA9301-15-R-0005, Amendment 0001, Attachment 1 Statement of Work Page 21 of 33

A103 Abate LBP by Encapsulating w/ 3/4" Thick Gypboard

SF 500

A104 Abate LBP by Encapsulating w/ Elastomeric Material

SF 5000

A105 Abate LBP by Encapsulating w/ Glazed Urethane/Epoxy Coatings

SF 500

Abate/Removal of LBP Surfaces

A106 Abate LBP Surfaces, Painted Wall Surfaces, Interior

SF 5000

A107 Abate LBP Surfaces, Door SF 500 A108 Abate LBP Surfaces, Windows and Sills SF 500 A109 Abate LBP Exterior Walls SF 5000 A110 Abate LBP Eaves and Facias SF 5000 A111 Abate LBP Metal Surfaces SF 5000 A112 Abate LBP on Concrete/Asphalt Exterior Surface SF 5000 A113 Abate LBP Interior Floors SF 100000 A114 Abate LBP Road Striping SF 25000 A115 Abate LBP Airfield Striping SF 25000 A116 Removal of Soil Contaminated w/Lead CY 100

Miscellaneous Environmental Remediation

A117 Mold Remediation SF 25000 A118 Mold Remediation, Remove Contaminated

Materials

SF 10000

A119 Feces Removal, rodent/bird etc. SF 10000 A120 Feces Removal, Remove Contaminated Materials SF 10000 A121 Anti-Microbial Disinfectant Spraying SF 25000 A122 Removal of Underground Storage Tank GAL 50000 A123 Removal of Aboveground Storage Tank GAL 50000 A124 Removal of Septic Tank GAL 2500 A125 Purging/Rinsing Piping (Non-hazardous) up to 3" dia.

LF 15000

A126 Purging/Rinsing Piping (Non-hazardous) > 3" < 8" dia.

LF 1000

A127 Purging/Rinsing Piping (Non-hazardous) > 8" dia.

LF 5000

A128 Purging/Rinsing Piping (Hazardous) up to 3" dia. LF 15000 A129 Purging/Rinsing Piping (Hazardous) > 3" < 8" dia.

LF 10000

A130 Purging/Rinsing Piping (Hazardous) > 8" dia. LF 5000

FA9301-15-R-0005, Amendment 0001, Attachment 1 Statement of Work Page 22 of 33

A131 Equipment Decon (Complex) SF 30000 A132 Equipment Decon (Simple) SF 30000 A133 Miscellaneous Material Decon SF 30000 A134 Asbestos Debris…