Attachment_10_-_Perimeter_Vehicle_Denial_SOW-XDAT_07-1156D-4_June_19.pdf

STATEMENT OF WORK

REPAIR PERIMETER VEHICLE DENIAL FENCE PH-4

TRAVIS AFB CALIFORNIA

Base Project Number: XDAT 07-1156D

DATE: 4 June 2019

1.0 INTRODUCTION

The Contractor shall be responsible for all professional services, permits, equipment, labor, tools, materials, and ancillary items necessary to construct cable reinforcement for the existing perimeter fence per UFC 4-022-01, UFC 4-022-02, and UFC 4-022-03. See attached site maps, design information, and environmental requirements.

2.0 SCOPE OF WORK

The performed tasks shall be based on the project description, other data furnished in this Statement of Work (SOW), and information covered during the Pre-Construction (Pre-CON) meeting. THE SCOPE

OF THIS PROJECT INCLUDES CONSTRUCTION OF A CABLE REINFORCEMENT SYSTEM

WITHIN THE EXISTING PERIMETER FENCE IAW per UFC 4-022-01, UFC 4-022-02, UFC 4-022-

03, CONTRACT SPECIFICATIONS, AND PROJECT ENVIRONMENTAL

ASSESSMENT/BIOLOGICAL ASSESSMENT (attachment 5). This shall include, but is not limited to:

a. Excavate 3 ft by 3 ft holes, 4.5ft deep for concrete deadman anchors per locations shown in site map (attachment 1). See attachment 2 for detail. The maximum spacing between concrete deadman anchors is 200 feet. See attachment 1 for site map depicting location of cabling. Attachment 3 provides pertinent information from the UFCs denoted in para 2.0 and Attachment 4 provides drawing details from UFC 4-022-03. Follow all mitigation measures denoted in the Environmental Assessment (attachment 5) to include the additional measures for those anchors located in environmentally sensitive areas IAW the site map anchor locations.

b. Place 4000 psi concrete deadman anchors, 3ft by 3ft by 1.5 ft deep. Submit concrete mix design IAW Specification 03 00 00, Cast-in-Place Concrete. Provide and install two each 1-1/2 inch threaded rods with 4 inch by 4 inch by ¼ inch thick steel anchor plates in each deadman anchor. The minimum embedment of anchor in the concrete shall be 18 inches. Ktr has option to have concrete anchors pre-cast with threaded rod and plates embedded IAW UFGS 0342 13.00 10, Plant-Precast Concrete Products for Below Grade Construction.

c. Concrete deadman anchors must be installed within 10 ft from locations shown on attachment 6 while meeting the maximum 200 feet spacing requirement. Ktr to submit RFI during construction if spacing requirement cannot be meet prior to placement of deadman anchors. Several anchors require specific access routes to minimize wetland disturbance. See attachment 9 site map denoting these alternate access routes.

d. Once concrete is set/cured, backfill hole with excavated soil to surface grade so that the anchor is buried 3 feet below the surface. In areas where work occurs within wetland features or vernal pools (attachment 6), the top 3 inches of existing soil will temporarily be removed, stored on a tarp, and replaced back over the anchor to surface grade. See Environmental Assessment (attachment 5) for additional environmental mitigation measures/restrictions when working within or close proximity to wetlands.

e. All excess material shall be properly removed off base. Re-grading the material displaced by concrete back into existing surface area is not authorized.

f. Re-compact existing soil to IAW UFGS 31 23 00.00 20, Excavation and Fill, para 3.10.1.

g. Install two ¾” diameter wire cables, Type 1, Class 1, Federal Specification, FS RR-W- 410, across the fencing material on the site-side. Attach the wire cable to existing fence post with U bolt and to concrete deadman anchor with turnbuckle. Entire turnbuckle to be located above ground to allow for tension adjustment if required post installation.

Turnbuckles to have locking bar and padlocks to prevent tampering.

h. All metal components require material submittal and approval prior to installation (cable, turnbuckle, anchors, rod, eyebolts, u-bolts, locks, bars etc). See UFC 4-022-03, page 54, ASTM A1023/A1023M and ASTM F1145 for requirements along with UFGS 03 42

13.00 10 for pre-cast requirements for embedded metal.

i. Ktr to follow UFC design requirement for installing the cabling on the 8 functioning gates located within the project. See UFC design sheets and attachment 7 for locations. See attachment 8 for full specification requirements.

j. See Environmental Assessment (attachment 5). Contractor to follow all mitigation measures/restrictions associated within this document to include the Environmental Assessment mitigation measures and the Biological Assessment mitigation measures.

k. Partial lane closures allowed with 3 week notification prior to closure required. Ktr to use flaggers for all partial lane closures. Full closures not permitted.

2.1 Applicable Documents: The Contractor shall adhere to the following guidance during the construction of this project: Design requirements as shown in the Specifications, drawings, and UFC 4-022-01, Entry Control Facilities Access Control Points, UFC 4-022-02, Selection and Application of Vehicle Barriers, and UFC 4-022-03, Security Fences and Gates.

2.2 Background: A significant portion of Travis AFB perimeter fence does not have an ability to effectively deter unauthorized vehicular access in areas not designated as ingress/egress points.

Installation of a vehicular denial cabling system within the existing chain link fence will adequately mitigate this risk.

2.3 General Expectations of Work: As part of the proposed effort, the Contractor shall implement means and methods that will limit disturbance to the base activities to the greatest extent practicable throughout the project performance. The government provided documents and existing field conditions shall be reviewed by the contractor to identify any potential discrepancies and develop necessary requests for information (RFI) prior to construction mobilization. The repair efforts shall be in strict accordance with the contract documents. Substitutions and/or deviations will not be accepted unless approved by the Contracting Officer (CO) in writing. The contractor shall clean up all construction debris, restore disturbed areas, dispose of all waste off site at the conclusion of work. Ancillary efforts required to access and complete the work not specifically listed in the task description shall be anticipated and accounted for in the contractor’s proposal documents. The Period of Performance shall be no longer than 180 calendar days.

2.3.1 TASK – INSTALL VEHICLE DENIAL CABLING: Deviations will not be accepted or considered by the Government without formal approval in writing from the CO. Criteria Drawings detailing the contracted work are included in SOW as Attachments 1-7: Contract Specifications are included in SOW as Attachment 8.

a. Site / Utility Verification: The contractor shall verify actual existing site conditions and identify potential conflicts prior to proposal in accordance with (IAW) contract clause 52.236-3.

b. Protect Non-Work Areas & Equipment: Install protective coverings and barriers to protect non-work areas and equipment remaining in the work area from damage, construction debris and dust during performance of the work IAW clause 52.236-9.

c. The contractor shall provide Construction & Debris report within 30 days of disposal of all material off-base for 60 CES/CEI tracking of recycled materials. A template of the report is Attachment 3 to this SOW.

d. Traffic lanes remaining open during construction must be swept and clean of debris.

2.3.2 Permits: (Where Applicable) The Contractor shall develop, coordinate, and be responsible for labor, professional services and other costs associated with acquiring any and all required state, local, and other applicable permits; base access (including off-base easements and leases), agreements, licenses, and certificates required to perform and complete the project.

The Contractor shall maintain a library of these documents on site as well as at the corporate facility handling each project. The Contractor shall comply with applicable permit conditions, environmental protection policies and appended guidelines. Permits for this project include:

a. SWPPP Plan Permit: NA (less than 1 acre disturbance). Contractor to follow Base SWPPP Plan/BMPs.

b. Work Clearance Request/Digging Permit: (Obtain a blank AF IMT FORM 103 (often called a digging permit) from 60 CES Customer Service, (707) 424-2575. Contractors shall request a digging permit at least ten (10) working days in advance. In-place utility locations shall be verified by the Contractor with on-site pit verification as needed prior to the start of construction activities.

c. TACW Permits: Required. Contractor to provide 60 CONS equipment listing with maximum operating height. The government will complete the TACW and provide copy to contractor prior to start of construction.

2.3.3 Construction: Upon approval by the CO for all preconstruction requirements, submittals, and applicable permits; the Contractor may commence on-site construction activities. The Contractor shall conform to all specific references and other applicable requirements during performance of the work as described in the Contract Documents:

1. Mobilization: Mobilize equipment, labor, tools, materials, and ancillary items necessary to complete the work defined in the Contract Documents.

2. Demolition / Construction: Perform awarded tasks as defined in section 2.3 Description of Work.

a. Protect work area with barricades, warning tape, signs and/or other appropriate methods for the work being completed to ensure the safety of pedestrians and Contractor personnel;

b. If utility relocation is required, the relocation shall be coordinated with and approved by the utility owner/operator and CO in advance of relocation efforts;

c. Care should be taken to avoid damaging other installed utilities. In the event that other utilities are damaged during performance of the contract, the Contractor shall repair the damage at no additional cost to the Government.

d. Remove and dispose of all demolition and general construction debris from the site (off base);

e. Perform ancillary efforts required to complete the work in order to provide clean, complete and functional facility meeting the standard of quality for each trade utilized;

f. Limit disturbance to the natural vegetation, wildlife and base activities to the greatest extent practicable.

2.3.4 Government Furnished Equipment: None

3.0 GENERAL REQUIREMENTS

Applicable provisions of the Contract Clauses in the contract will govern work under each section of the specifications.

3.1 Pre-CON Meeting: The contract specialist will schedule the Pre-CON. The Pre-CON will be accomplished with the Contractor, Contracting Officer, Civil Engineering Squadron (CES), and user. The meeting objective is to review project details, construction start date, security procedures for site, dumpster locations, and any applicable requirements during construction.

3.2 Facility Occupancy: Parking lot and access to flight line to remain open during construction per phasing plan.

3.3 Bulletin Board: Immediately upon mobilization to site, the Contractor shall provide a bulletin board not less than 36 by 48 inches (915 mm by 1220 mm) in size for displaying the Equal Employment Opportunity poster, a copy of the wage decision contained in the contract, Wage Rate Information poster, and other information approved by the Contracting Officer. The bulletin board shall be located at the project site and/or trailers, in a conspicuous place easily accessible to all employees, as approved by the Contracting Officer. Legible copies of the aforementioned data shall be displayed until work is completed. Upon completion of work the bulletin board shall be removed by and remain the property of the Contractor.

3.4 Identification of Employees: The Contractor shall be responsible for obtaining a base pass for each employee, and for requiring each employee engaged on the work to display identification as approved and directed by the CO and Security Forces. The contractor shall submit requests for a base pass through the Base Contracting Office no later than 45 calendar days prior to the contract start date. Exceptions will be made for contracts where the award date and performance start date are less than 45 calendar days. Detailed information regarding the Contractor’s responsibility of security requirements is in the task order attachment Travis AFB Security Requirements.

3.5 Job Site Tools and Equipment: All hand tools and equipment shall be maintained in good working conditions and properly stored when not in use. Construction attire shall be in accordance with applicable OSHA regulations.

3.6 Notification Requirements: The Contractor shall notify the Government a minimum of 21 days business days in advance of mobilization and start of work. Notification shall include submittal of schedule and traffic plan for work that requires closure of roads and/or parking stalls. The Contractor is required to notify the CO and Government Project Manager of critical issues that may affect the contract performance and/or human health and the environment. For critical issues pertaining to human health and the environment, the Contractor shall immediately notify the CO and stop work. Work shall only resume at the direction of the CO following resolution of the issue.

3.7 Environmental Protection: Activities shall be planned and implemented in a manner that protects existing site utilities, structures, surface features including wetlands and small animal burrows, service operations, critical wildlife, and the general site environment. This includes:

a. The protection of trees, shrubs and other vegetation not in the affected zone from dust damage, soil compaction, and physical contact with machines and equipment. If appropriate, the Contractor shall conserve uncontaminated topsoil by removal, storage, or redistribution. All reasonable measures shall be taken to minimize and suppress fugitive emissions of dust, vapors, and other site materials during site work. All fill materials shall be non-contaminated.

The Contractor shall conduct operations and activities with the intent of reducing the amount of pollution generated. Specific areas to be focused on are generation of solid waste, use of hazardous materials, use of ozone depleting chemicals, generation of hazardous waste, and use of energy and water. The Contractor shall plan, construct, operate, maintain, optimize, and commission systems necessary to control storm water run-on and runoff. At a minimum, the Contractor shall employ best management practices consistent with the California State Environmental Policies and guidance in Division 01 General Section 01 56 00 and Environmental General Requirements.

b. If California Tiger Salamanders (CTS) are observed on or near the construction site, stop all work and contact the Contracting Officer and 60 CES/CEIE Natural Resources Program Manager at 707-424-8354 or 707-464-5126 immediately. Reference General Section 01 56 00 paragraph 3.6.10.2.1.

c. The contractor will confine all equipment to designated work zones (including access roads and laydown) within the area to be disturbed.

3.8 Hazardous Waste Management: Contractor shall notify 60 CES/CEIE if any hazardous waste is encountered or generated. The Contractor shall stop all work in the event 60 CES/CEIE identifies noncompliance with federal and state regulations and shall correct any discrepancies immediately within two (2) hours of notification by 60 CES/CEIE. All hazardous waste shall be disposed of by the contractor in accordance with Division 01 General Requirements Section 01000 and General Section 01 56 00 Environmental General Requirements.

3.9 On-Site Field Oversight: The Contractor shall provide the manpower, equipment, material, services, and transportation necessary to ensure responsible oversight throughout accomplishment of the construction period. It is the responsibility of the Contractor to establish and maintain open communications between salient authorities associated with accomplishment of this contract.

3.10 Federal Holidays: Travis AFB observes the following Federal Legal Holidays;

New Year’s Day 1 Jan

Martin Luther King Birthday Third Monday in Jan

Presidents Day Third Monday in Feb

Memorial Day Last Monday in May

Independence Day 4 July

Labor Day First Monday in Sep

Columbus Day Second Monday in Oct

Veterans Day Second Monday in Nov

Thanksgiving Day Fourth Thursday in Nov

Christmas Day 25 Dec

3.11 Working Hours: The normal working hours for the base are from 7:30 AM to 4:30 PM, Monday thru Friday excluding Federal Holidays. All work shall be performed during normal duty hours.

All other hours to include weekend and holidays shall be requested through the CO for approval.

This request shall be submitted no less than five (5) business days prior to the time requested.

3.12 Availability and Use of Utility Services: The Government will make all reasonably required utilities available to the Contractor from existing outlets and supplies, as specified in the contract.

3.13 Sanitation: The Contractor shall provide and maintain within the construction area minimum field-type sanitary facilities approved by the CO. Government toilet facilities will not be available to Contractor's personnel.

3.14 Preparation of Progress Schedules and Reports: The reports contemplated by Clause 52.236- 15, Schedules for Construction Contracts, shall be accomplished on and in accordance with instructions pertaining to AF Form 3064, Contract Progress Schedule, and AF Form 3065, Contract Progress Report. Contract Schedules and Reports shall run from Monday through Sunday and be submitted to the CO.

a. Contractor’s Contract Progress Schedules and Phasing Plans shall be provided with the proposal.

4.0 GENERAL SAFETY REQUIREMENTS

4.1 Workplace: Provide a safe and healthful workplace for employees and the general public while performing the contract work.

4.2 Personal Protective Equipment: Supply each employee with personal protective equipment.

This equipment includes but is not limited to protection for the eyes, face, head, ears and extremities. Use the proper protective equipment for the work performed.

4.3 Roads: Obey the posted base speed limits. Wear Seat belts on base in accordance with AFI 91- 207.

4.4 Accidents: Report Contractor accidents involving injury to Air Force personnel or damage to Government property to the Base Law Enforcement Desk and the CO.

4.5 Safety Regulations: Familiarize yourself and comply with the general safety requirements in accordance with DOL regulations, OSHA 29 CFR Part 1926, as well as applicable Air Force Office of Safety and Health (AFOSH) standards and Air Force Instructions (AFI).

4.6 OSHA Inspections: The Contractor shall be subject to no-notice inspections under OSHA program by inspectors of the Department of Labor.

4.7 Protection and Maintenance of Traffic: Contractor shall submit traffic/detour/signage plan as pre-construction submittal for approval prior to construction. During construction, the Contractor shall provide access and temporary relocated paths as necessary to maintain traffic that may be affected by construction activities. The Contractor shall maintain and protect traffic on all affected roads/pedestrian paths during the construction period except as otherwise specifically directed by the CO. Measures for the protection and diversion of traffic, including the provision of watchmen and flagmen, erection of barricades, placing of lights around and in front of equipment and the work, and the erection and maintenance of adequate warning, danger, and direction signs, shall be in conformance with the approve traffic/detour/signage plan. The traveling public shall be protected from damage to person and property. The Contractor's traffic on roads selected for hauling material to and from the site shall interfere as little as possible with public traffic. The Contractor shall investigate the adequacy of existing roads and the allowable load limit on these roads.

4.8 Barricades: The Contractor shall erect and maintain temporary barricades to prevent public access to hazardous areas as required by OSHA, Caltrans, CAMUTCD and/or like Agencies. Such barricades shall be required whenever safe public access to paved areas such as roads, parking areas, sidewalks or other work areas are prevented by construction activities or as otherwise necessary to ensure the safety of both pedestrian and vehicular traffic. The minimum required number of barricades shall be securely placed in a neat and orderly fashion, clearly visible with adequate illumination to provide sufficient visual warning of the hazard during both day and night.

Barricades shall be maintained in an orderly fashion during the duration of their placement.

4.10 Fire Regulations and Preventative Practices: The Contractor shall comply with fire prevention practices as set forth by the National Fire Protection Association (NFPA), other recognized fire prevention agencies, and base regulations.

4.11 Explosive Operated Hand Tools: The Contractor shall comply with OSHA Standard 1910.215(c) when utilizing explosive operated hand tools. Storage of explosive cartridges on the installation shall be in metal containers and limited to one days' supply. The Contractor shall provide adequate controls to prevent loss/theft of cartridges used and stored on the installation.

4.12 Welding: Welding shall not be performed without first obtaining a welding permit issued by the Base Fire Department.

5.0 GENERATED REFUSE

5.1 Refuse: The Contractor shall take positive action to prevent work-generated refuse from entering the sewer system and water bodies. All Contractor generated refuse and waste shall be hauled from the construction site to a disposal area located outside the physical boundaries of the installation.

6.0 UTILITY OUTAGES

6.1 Definition: Utility outages shall be defined as a stoppage in electric, gas, potable water, sewer, chilled or hot water, steam, telephone, Energy Monitoring and Control System (EMCS), or any other similar utility whether serving all or a part of a single facility or of several facilities.

6.2 Outage Coordination: All utility outages shall be coordinated with the Using Agency through the CO or the COR. Notice of the necessity for an outage shall be provided by the Contractor to the CO, in writing, not less than 21 business days prior to the time of the required outage and written approval for the outage will be issued by the Contracting Officer. All work shall be coordinated and arranged to ensure that the outage will be of minimum duration.

6.3 Restoration: Once a utility outage is arranged and work begun, work shall continue until all utilities are restored to the affected facility or facilities.

6.4 Cancellation: In the event a scheduled utility outage is cancelled by the Government, notification will be given to the Contractor at least 24 hours in advance of the time for the outage to start.

Rescheduling of a cancelled outage must be coordinated with written notification as described above. In the event that the Contractor has emergency event/discovery, the Contractor is to notify the Government immediately and explain the reason for cancellation and rescheduling.

7.0 EXISTING UTILITIES

7.1 Reference Drawings: Record drawings showing approximate location of existing underground utilities are located in Building 571, Travis AFB. The Contractor shall request drawings. Any utility line shown on the record drawings (or made known to the Contractor) and damaged during construction work shall be repaired immediately by the Contractor at no cost to the Government.

7.2 Travis AFB Electrical Utility System: The high voltage electrical system on Travis AFB is owned by a private utilities contractor, City Light & Power. Any work affecting this system must first be coordinated with this company. (See contact information in Division 01General Requirements Section 01000).

8.0 DELIVERABLES / SUBMITTALS

8.1 Contract Progress Schedule: The Contractor shall submit a signed AF 3064 (or approved equivalent), Contract Progress Schedule, depicting an overall contract progress schedule for the main elements of work for the period of performance. The line items, associated project percentages, and dates shall accurately depict the planned work to be performed. The Contractor shall also provide a line graph depicting actual construction progress (solid line) versus scheduled construction progress (dotted line) throughout the period of performance. The progress schedule shall be signed by the either the COR or the government contract inspector recommending approval and approved by the CO. If the Contractor requires reimbursement of a high dollar value item, the item shall be identified on the AF 3065, an appropriate percentage applied, and the item must be received and stored on site.

8.2 Contract Progress Report (AF 3065): The Contractor shall submit AF 3065. This report shall be signed by the Contractor’s on-site representative in the Remarks section of the AF 3065. The work elements and percentages of the total job identified on the AF 3065 shall be identical to the work elements and percentages on the AF 3064. The Contractor shall obtain either the COR or the Government contract inspector’s acceptance by signature of the actual reported progress prior to submission to the CO. Additionally, the Contractor shall submit an updated AF 3064 as an attachment to each submission of the AF 3065.

8.3 Material Approval (AF Form 3000): The Contractor shall prepare and submit the AF Form 3000 with all submittals to the Government in accordance with the AF Form 66. The form shall document the contents of the submittal and be signed by the Contractor. The Contractor shall not start any work before all material approval submittals approved. Upon receipt of each material submittal the Government has 14 calendar days to review and respond. The Contractor owns burden of managing project time and of soliciting material submittal approval in accordance with project schedule needs.

8.4 Hazardous Material and Hazardous Waste: The Contractor shall authorize, track, and manage hazardous material use in accordance with Section 3.3 of the Environmental General Requirements (Section 01 56 00). The contractor shall manage and dispose of hazardous waste in accordance with Section 3.8.

8.5 Transfer and Acceptance of Military Real Property (If Applicable): Yes. If applicable, the Contractor shall prepare and submit a DD Form 1354, Transfer and Acceptance of Military Real Property document. The draft and final copies shall be submitted.

8.6 Pre-Final Inspection: The contractor shall request a Pre-Final Inspection through 60 CONS at least five (5) business days prior to the intended date of the Pre-Final Inspection. The date of the Pre-Final Inspection must allow adequate time to correct all deficiencies and conduct the Final Inspection prior to the construction completion date. A contractor-provided punch list, including the status and projected completion date for all open items, shall accompany this Pre-Final Inspection request.

8.7 Final Inspection: The Contractor shall conduct a final inspection with base personnel and publish the findings in a final inspection report for each project task upon substantial completion of work.

The inspection shall concentrate on the items identified at the pre-final inspection and recorded in the pre-final inspection (punch list) report. A final inspection shall not be performed until the pre-final inspection (punch list) report has been resolved.

8.9 Delivery/Warranty: The Contractor shall complete all inspection and commissioning requirements prior to final inspection. Following final inspection, the Contractor shall deliver to the Government the warranty documentation. The warranty shall be issued in accordance with

FAR 52.246-21.

9.0 CONTRACTOR’S QUALITY CONTROL

9.1 Quality Control: The Contractor is responsible for quality control and shall establish and maintain an effective quality control system in compliance with FAR Clause 52.246-12, Inspection of Construction. The quality control system shall consist of plans, procedures, and organization necessary to manage all delivery orders to produce end products which comply with the contract requirements. The system shall cover all construction operations, both on site and off site, and shall be keyed to the proposed construction sequence. The Government will hold the project manager responsible for the quality of work on the job and is subject to removal by the CO for non-compliance with quality requirements specified in the contract. The Contractor shall verify full compliance with the contract documents prior to requesting final inspection(s).

9.2 Field Measurements: The Contractor shall be required to make his/her own field investigations to verify existing conditions, dimensions and other information shown on Government furnished reference drawings, solicitation documents and construction documents. Deviations, errors, or omissions in the government supplied reference materials or the contract documents shall be identified and addressed by the contractor prior to the start of construction.

9.3 Siting Location: The contractor is responsible for field reconnaissance, surveys, site investigations and testing required to obtain information necessary for the accomplishment of the project in accordance with the contract documents. In-place utility locations shall be verified by the Contractor prior to the start of construction activities. Verification shall be accomplished by a Work Clearance Request / Digging Permit (reference paragraph 2.3.2) and shall include on-site verification as needed.

10.0 CONTRACTOR STORAGE /STAGING AREA

10.1 Operations and Storage Approval: Contractor shall request staging area. Notwithstanding Contract Clause, FAR 52.236-10, Operations and Storage Areas, the request is subject to approval by the CO and in turn, availability and need, a storage/staging area shall be provided at the subject project site or central area for contractor storage/staging areas.

11.0 CONTRACT ADMINISTRATION

11.1 Contracting Officer Authority: CO, the term used herein, does not include any representative not acting within the scope of his/her authority. Notwithstanding any of the provisions of this contract, the CO shall be the only individual authorized to in any way amend or modify the terms of this contract.

11.2 Field Changes: The Contractor and the Government may agree to perform a no cost field change. Field changes are made when the change appears to be mutually beneficial to all parties and would not require changing the negotiated items. All field changes must be approved by the CO prior to execution.

11.3 Closeout Documents: Five percent (5%) of the contract value may be withheld as a final payment until all project deliverables such as As-Build Drawings, GIS Data, Final 1354, O&M Manuals, and Training Materials are submitted to and accepted by the Government.

LIST OF ATTACHMENTS:

Attachment 1: Site Map

Attachment 2: Project Details

Attachment 3: Design Documents

Attachment 4: Design Documents UFC

Attachment 5: Environmental Assessment

Attachment 6: Environmental Site Map

Attachment 7: Design Documents UFC Gates

Attachment 8: Specifications.

Attachment 9: Access routes to deadman anchor locations