DRAFT_SOW-Paint_Coatings_26Mar14.pdf

FOR OFFICIAL USE ONLY

STATEMENT OF WORK

FOR

PAINTING AND COATINGS PROJECTS

AIR FORCE TEST CENTER

EDWARDS AFB, CALIFORNIA

26 March 2014

TABLE OF CONTENTS

1.0 SCOPE OF WORK 3

2.0 PERFORMANCE CAPABILITIES 4

3.0 OFFICE SITE 5

4.0 PROTECTION OF CONTRACTOR’S EQUIPMENT AND GOVERNMENT PROPERTY 5

5.0 PROVISIONS ON CONTRACTING OFFICER’S AUTHORITY 5

6.0 CONTRACT START-UP PERIOD 6

7.0 TASK ORDER PRICING 6

8.0 ORDERING PROCEDURES 6

9.0 COMMENCEMENT, PROSECUTION, COMPLETION AND PAYMENT FOR WORK 8

10.0 INCLEMENT WEATHER DAYS 9

11.0 HOURS OF WORK 9

12.0 JOBSITE VERIFICATION AND GOVERNMENT-FURNISHED INFORMATION 10

13.0 MATERIAL SUBMITTALS 10

14.0 BURN PERMITS 11

15.0 EXCAVATION PERMITS AND DIGGING 11

16.0 PRE-FINAL AND FINAL INSPECTIONS 11

17.0 WARRANTY 12

18.0 SCHEDULING WORK 12

19.0 WORK IN OCCUPIED AREAS 12

20.0 COORDINATING WITH GOVERNMENT ACTIVITIES 13

21.0 NOISE CONTROL 13

22.0 CONSTRUCTION SITE MAINTENANCE 13

23.0 CONTRACTOR PARKING 14

24.0 TRANSPORTATION OF CONSTRUCTION EQUIPMENT 14

25.0 BASE FIRE REGULATIONS 14

26.0 SECURITY REQUIREMENTS 14

27.0 AIRFIELD REQUIREMENTS 15

28.0 WORK IN SPECIAL SECURITY AREAS 15

29.0 SAFETY AND HEALTH 15

30.0 EXPLOSIVE OPERATED HANDTOOLS 16

31.0 CONTRACTOR’S USE OF ELECTROMAGNETIC EMISSION DEVICES 16

32.0 RECORDING AND PRESERVING HISTORICAL AND ARCHEOLOGICAL FINDS 16

33.0 PAVING AND ROADWORK 16

34.0 USE OF TOBACCO 16

35.0 INAPPROPRIATE WORKER BEHAVIOR 16

36.0 COMPLETION OF CONTRACT 16

APPENDICES

APPENDIX A TYPES OF WORK 17

APPENDIX B WORKLOAD ESTIMATES 18

APPENDIX C ACRONYMS 22

1.0. SCOPE OF WORK.

1.1. The contractor shall furnish all labor, materials, equipment and supervision required to refurbish and finish existing facilities at Edwards Air Force Base (EAFB), CA, 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. Work includes but is not limited to applying paint, priming and applying/maintaining protective coatings on various facilities, surfaces, water/fuel tanks, monuments, and signs, abatement of lead and asbestos, and minor drywall, plumbing, and electrical work. The requirement is for a general contractor with a California Contractors State License Board issued class B and class C33 contracting licenses. The Prime shall accomplish painting with in-house employees and will have the ability to subcontract for expertise in specialty areas.

1.2. All contractor work shall meet quality standards listed in manufacturers’ instructions and shall follow the manufacturers’ recommended application methods. It is the contractor’s responsibility to ensure that all work performed is in accordance with all Air Force, Federal, state, county and local statutes, laws, codes, regulations, safety requirements, instructions, manuals, handbooks, guidance and policy letters. The specifications and standards set forth in the terms and conditions of this contract, and subsequent task orders which include, but are not limited to the National Emission Standards for Hazardous Air Pollutants (NESHAP), 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. It is the contractor’s responsibility to ensure that all sub-contractors have proper permits, notifications, manufacturer certifications/agreements, appropriate general and state licenses, required to fulfill requirements described in this Statement of Work (SOW).

1.3. Task Orders (TOs) will be issued against the Basic contract and will be executed in accordance with (IAW) the basic contract Statement of Work (SOW), each individual task order’s SOW, and Terms and Conditions of this contract. The Contracting Officer (CO) will issue a request for proposal (RFP) to the contractor 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 necessary, 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 workloads are listed in Appendix A, titled Workload Estimates.

1.5. For detailed descriptions of work to be performed the contractor should refer to Appendix A of this document titled Types of Work.

2.0. PERFORMANCE CAPABILITIES.

2.1. Contractor Personnel.

2.1.1. The contractor’s 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 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 prior to commencement of work in writing to the

CO.

2.1.2. The Contract Manager (CM) 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 CM.

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 reductions and cost proposals, within the time constraints specified.

2.1.3.2. Copying and Reproduction Capabilities. The contractor shall be able to copy or reproduce all necessary drawings and contract documents required to support task orders.

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

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 (COI).

2.4. Subcontractors. All subcontractors shall be licensed in the State of California in their specialty area 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 Plan (QCP). It is the contractor’s responsibility to provide, inspect and document the level of quality that has been established by the minimum standards of the SOW.

A draft version shall be submitted with response to the RFP and a finialized version of the QCP shall be submitted to the CO for review and approval within 30 calendar days after contract award.

3.0. OFFICE SITE.

3.1. Contractor’s Row. A designated lot on Contractor Hill Road will be provided as the official area for the contractor and is required for the performance of the Painting and Coatings contract.

A specific space assignment will be designated after award. This 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 as nessecary 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.

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 Contract Manager (CM).

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 which is 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 each fiscal year 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). Each CLIN will represent one year of the contract’s performance. The cost of each CLIN will be the total of all ELINs for that particular year 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 negotiated if necessary.

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

7.1.3.2. 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.

8.0. ORDERING PROCEDURES.

8.1. Site Visit.

8.1.1. The CO will provide the CM an 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 produce a complete and accurate TO proposal, to be submitted to the CO within 10 working days from the date of the site visit. Based on 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

8.1.3. Site Visit Documentation. The government Contracting Officer (CO) will create a Memorandum for Record (MFR) of the site visit. Questions or clarifications should be directed to the 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 and support justification of 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 changes agreed upon during negotiations, which will be verified by the PM and CO.

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 if 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 validated with the contractor prior to execution of the TO. In the event the NPIs have undergone a substantial change in the market, the items shall be re-negotiated and a subsequent agreement reached prior to executing a TO.

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

9.1. The contractor shall be required to:

9.1.1. Commence work under this contract within (to be determined per TO) calendar days after the date the contractor receives the NTP

9.1.2. Execute the work diligently

9.1.3. 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.

9.1.4. The Contractor shall perform adequate background checks on all employees to validate U.S. citizenship, or to validate that employees are legally allowed to work in the U.S.Employees shall not have prior felonies or outstanding warrants of any kind. Naturalized citizens are required to bring their naturalization certificate to be eligible to apply for a Base access pass IAW DFARS 252.203-7001 Prohibition on Persons Convicted of Fraud or Other Defense Contract-Related Felonies.

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-compliant 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, etc. 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. Escalated Project Issue Meetings. The CM shall attend meetings as scheduled by the PM to discuss issues for active TOs. The CO 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 or contractor can send correspondence via email to CO.

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, all of the following conditions must occur:

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 drawing 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 and survey results of items received from the Government. Failure to verify such items shall not constitute a basis for reimbursement for cost increases resulting from inaccuracies of information furnished to the contractor.

13.0. MATERIAL SUBMITTALS

13.1. Once an individual TO is awarded, the contractor shall submit all required material 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/lead abatement plans for review and approval by the PM 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 (MDS) 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. Welding permits can be obtained from Building 2860, (661) 277-3124. Copies shall be submitted to the PM and posted at the jobsite.

All fire and safety regulations shall be stringently followed.AFI 91-203 National Fire Protection Asscciation Code 50 B.

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 (CS) have marked existing underground utilities prior to starting excavation. “In the area” is typically considered 3 feet on either side, unless the PM deems otherwise. This 3-foot zone on either side of the mark provided is a hand-dig only area. Depth of the utility will not be provided and the contractor assumes full responsibility for any necessary depth determination.

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, the contractor 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. 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 corrected before scheduling a Final Inspection.

16.2. The CM shall submit a written request for Final Inspection to the CO 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, and the facility manager/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. IAW the basic contract SOW, the contractor shall provide a minimum one-year warranty on all work IAW FAR 52.246-21 titled 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.

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 be accomplished in definite sections or areas and confined to limited areas and this work shall be completed prior to comencment of work in other areas. These areas shall be clearly annotated on the Contractor’s construction drawings.

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.

20.2. 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 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 discover 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.

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.

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.

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 painting on 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, or the conclusion of this contract, whichever comes first.

APPENDIX A

TYPES OF WORK

The work at Edwards Air Force Base (EAFB) California, including the Air Force Research Laboratory (AFRL), Plant 42 and other tenant organizations these facilities shall include but is not limited to:

- Painting interior and exterior of facilities

- Preparation and repair of surfaces to be painted

- Preparation and painting of metal roofs, siding, fascia, soffits, trim, etc.

- Preparing and painting entrance doors; roll up doors, door jambs, sash, window trim, etc.

- Preparing and painting mechanical and electrical equipment, duct work, vents, etc.

- Preparing and painting exterior metal/steel and wood access ladders

- Preparing and installing road striping, parking lot striping, hangar striping, airfield striping etc.

- Preparing and applying epoxy coatings on kitchen floors, aircraft hangars, pool decks, tool rooms, maintenance shop, etc.

- Preparing and painting /replace rain gutters, downspouts, drains, wood/ metal fascia etc.

- Install building numbers, command logos, safety signs, lettering and symbols

- Minor drainage/ concrete repair

- Repairing cracks and expansion joints

- Minor stucco repair and wall repairs

- Remove/replace base boards

- Minor demolition of existing flooring surfaces such as vinyl tile, carpet, light weight concrete, ceramic tile, etc.

- Testing and sampling for lead and asbestos

- Abatement of asbestos/lead, removal, and disposal

- Apply/remove and maintain traffic markings on various base streets, parking lots, hangar floors and airfields (as needed).

- Painting of miscellaneous items related to facilities such as patio covers, planters, trellises, gates, canopies, base signs, etc.

Above description is for the purpose of general information only and is NOT intended to cover and describe every feature or item of work or to define every scope of work. Scope of work will be defined and describe in detail on Statement of Work provided to contractor for each task order.

Note: All costs arising from requirements of this Statement of Work are considered to be included in contract’s pricing bid schedule, required by any applicable Department of Labor Wage Determination/Davis-Bacon Act.

APPENDIX B

WORKLOAD ESTIMATES

ITEM

Unit of

Measure Est. Total

Qty

EXTERIOR

Apply Prime Coat (1 coat) includes surface prep SF 100,000

Apply Finish Coat to Walls, Soffits, Duct Work & Mech Equipment Exterior(2 coats)

SF 100,000

Apply Finish Coat to Doors and Door Frames (2 coats) SF 75,000 Apply Finish Coat to Window Frames and Sash (2 coats) SF 1,000 Apply Finish Coat to Fascia including gutters and downspouts (2 coats) SF 50,000 Apply Finish Coats to Railings (2 coats) LF 1,000 Apply Finish Coat to Ladders, grills and Steel Stairs (2 coats) SF 1,000 Apply Coarse Texture Coat to match existing SF 500 Replace Metal Gutter and downspouts with pre-finished metal LF 500 Replace Rotted or Deteriorated Wood Fascia SF 1,000 Bold Helvitica numbers/letters SF 2,000 Stucco, 3 coat, 1" thick, including lath, metal and accessories (whole structure)

SY 1,000

Stucco Repair, 3 coat, to match existing, including lath, metal and accessories (patching or whole wall <10 sy)

SY 200

Install Pre-Finished (colored) Sheetmetal Siding complete finished installation

SF 1,000

INTERIOR

Apply Prime Coat (1 coat) includes surface prep SF 3,000 Interior walls, 2 coats. SF 20,000

Interior ceilings, 2 coats. SF 5,000

Interior Flat Door incl Frames and Trim, 2 coats painted. SF 1,000 Interior Flat Door incl Frames and Trim, both sides, stained and 2 finished coats . Includes Surface Preparation

SF 200

Interior Louvered Doors, incl frame and trim, two finish coats. SF 400 Interior Raised Panel Door incl Frames and Trim, 2 coats. SF 200 Interior Raised Panel Door incl Frames and Trim, 2 finish coats SF 200 Windows, Interior Side, 2 finish coats SF 150 Windows, Interior Side, 2 finish coats, over 6 lites. SF 150 Grills SF 200 Trim (baseboards, casings, crowns, etc.), including surface preperation, up to 6" wide, painted or stained 2 coats

LF 1,000

Drywall, patch repair, type, thickness, taped and textured to match existing, less than 32 SF, walls

SF 250

Drywall, patch repair, type, thickness, taped and textured to match existing, greater than 32 SF, walls

SF 500

Drywall, patch repair, type, thickness, taped and textured to match existing, less than 32 SF, ceiling

SF 250

Drywall, patch repair, type, thickness, taped and textured to match existing, greater than 32 SF, ceiling

SF 500

1/2" or 5/8" Drywall, full wall installation on existing framing, taped, textured, corner beads and all accessories

SF 3,000

1/2" or 5/8" Greenboard Drywall, full ceiling installation on existing framing, taped, textured, corner beads and all accessories

SF 500

Wall Paper Removal SF 1,000 Wall Texturing SF 10,000

0 0

ABATEMENT

Asbestos Abatement SF 2,000

Lead Based Paint Abatement SF 20,000

Asbestos/Lead paint/texture abatement Exterior SF 11,000 Lead containing/based road marking paint removal SF 10,000

FLOOR COATING

Epoxy Floor Coating with non-skid on concrete surface including minor surface preparation

SF 10,000

Epoxy Floor Coating 85% solids with non-skid , chemical resistant, on concrete surface minor surface prep.

SF 80,000

Conductive elastomeric Floor Coating with non-skid on concrete surface with monor surface preparation

SF 35,000

Hardwood Flooring, sanding and finishing, 2 coats polyurethane SF 1,000

Aircraft hangar floor coating 100% solids with non-skid including minor surface preparation

SF 94,455

Aircraft hangar floor striping <6" wide including surface preparation LF 15,000

ROAD MARKINGS AND STRIPING

Striping on concrete and asphalt with type 1 reflective beads, includes airfield, parking and roads, up to 4"

LF 10,000

Striping on concrete and asphalt with type 3 reflective beads, includes airfield, parking and roads, up to 4"

LF 10,000

Striping on concrete and asphalt with type 1 reflective beads, includes airfield, parking and roads, up to 12"

LF 10,000

Striping on concrete and asphalt with type 3 reflective beads, includes LF 10,000 airfield, parking and roads, up to 12"

Road markings paint letters, numbers, symbols, etc with reflective beads. SF 500 Road marking paint removal non-lead SF 1,000

TANKS

Tanks, water/fuel exterior solid color (2 finish coats) SF 10,000 Tanks, water exterior checkerboard (2 finish coats) SF 10,000 Tanks, fuel interior SF 2,000 Tanks, water interior SF 18,000

INSPECTION

Exterior Paint Inspection, includes condition of surface, life expectancy, square footage of painted areas (according to CLIN items) and recommendations

SF 100,000

4"-6" Epoxy wall cove base installed along with epoxy floor coatings LF 1,000 Apply Anti-static wax to hanger floors to make new epoxy static resistant SF 100,000 Concrete floor repairs, floating and patching 1/4" thickness SF 10,000 Drafting/Engineering layouts for parking and striping plans SF 100,000 Install 4" rubber cove base on walls LF 1,000 Install 6" rubber cove base on walls LF 500

FLOORING DEMOLITION

Demo existing 12"x12" VCT flooring SF 10,000 Demo existing ceramic tile with thinset SF 10,000 Demo carpet including scraping SF 10,000 Bead-blast concrete floors SF 100,000 Hydro-blasting (water blasting) SF 100,000 Sand-blasting SF 90,000

TANK MAN-WAYS

Cut and install new access man-door in tank to meet code (small including gasket)

EA 3

Cut and install new access man-door in tank to meet new codes (large including gasket)

EA 3

Skim-coat drywall surfaces with joint compound after wall covering removal

SF 1,000

Concrete grinding, polishing with diamond floor grinder includes removal of epoxy flooring

MSF 80

Prep and re-seal expansion joints up to 1" width x 1" depth LF 1,000 Electro-statice dissipative flooring system for laboratories SF 95,500 Confined space monitoring and rescue-ready team on standby when painting inside of tanks

DAY 30

LIFT EQUIQMENT

Swing-stage man-lift to 60ft with cables and 500# capacity MO 3 Scaffolding (1-5 stories) CSF 1,000 Two-man lift to 25ft height MO 3 Furniture moving (labor only- two men) to move appliances, furniture and equipment in order to paint the area (includes replacing items to their original location)

DAY 30

Trim Tree Branches to allow painting when next to building. 6" caliper tree EA 30 Trim Shrubbery around buildings to allow for painting (under 3ft shrub) EA 80 Temporary Water Storage tanks (while existing water tank is painted) 5000 gal

MO 7

Energy efficient paint for tank exteriors including prime, prep and two coats

SF 3,000

APPENDIX C

ACRONYMS

AF Air Force AFI Air Force Instruction AFRL Air Force Research Laboratory AFTC Air Force Test Center ASTM American Society for Testing and Materials BCE Base Civil Engineer CAC Certified Asbestos Consultant CE Civil Engineering CLIN Contract Line Item Number CM Contract Manager AKA Superintendent/Project Manager CO Contracting Officer COM Communication CSST Certified Site Surveillance Technician EAFB Edwards Air Force Base ELIN Exhibit Line Item Number EPA Environmental Protection Agency GFE Government Furnished Equipment GFM Government Furnished Material IAW In Accordance With IBC International Building Code IMC International Mechanical Code LBP Lead Based Paint LD Liquidated Damages NEC National Electrical Code NESHAP National Emission Standards for Hazardous Air Pollutants NFPA National Fire Protection Association NPI Non Pre-priced Item NTP Notice to Proceed OSHA Occupational Safety and Health Administration PGMS Professional Grounds Management Society PM Project Manager RFI Request for Information RFP Request for Proposal SOW Statement of Work TO Task Order UFGS Unified Facilities Guide Specification