Attachment 1 - Statement of Work.pdf

STATEMENT OF WORK

USAF CONSTRUCT CAMP SPARTA ACCESS ROADS

PROJECT NUMBER 22-3007

29 May 2023

Ali Al Salem Air Base, Kuwait (ASAB)

STATEMENT OF WORK 22-3007 Construct Camp Sparta Access Roads

Table of Contents

1. GENERAL

1.1. DESCRIPTION OF SERVICES AND INTRODUCTION

1.2. CONTRACTOR BID AND CLINs

2. PERIOD OF PERFORMANCE

2.1. PERIOD OF PERFORMANCE BREAKDOWN

2.2. DESIGN / BADGING

2.3. SITE PREPARATION GRADING

2.4. CONSTRUCTION PHASING

3. DESIGNATION OF AUTHORITY

3.1. CONSTRUTION MANAGER (CM):

4. REFERENCES, ABBREVIATIONS AND DEFINITIONS

4.1. REFERENCES:

4.2. ABBREVIATIONS:

4.3. DEFINITIONS

5. CONTRACTOR REQUIREMENTS

5.1. SITE VISIT

5.2. QUALIFICATIONS AND EXPERIENCE OF KEY PERSONNEL

5.3. CONTRACTOR BASE ACCESS

5.4. PRE-CONSTRUCTION MEETING(S)

5.5. SITE MEASUREMENTS

5.6. GOVERNMENT PROPERTY RELOCATION NOTIFICATION

5.7. OBLIGATIONS AND RESPONSIBILITIES:

5.8. QUALITY CONTROL (QC)

5.9. QUALITY ASSURANCE

5.10. STANDARD MATERIAL & WORKMANSHIP

5.11. MATERIAL & EQUIPMENT STORAGE

5.12. SAFETY

5.13. EXISTING WORK

5.14. ACCIDENT PREVENTION

5.15. HOURS OF OPERATIONS

5.16. RECOGNIZED HOLIDAYS

6. SUBMITTALS:

6.1. SUBMITTAL REVIEW NOTATIONS

6.2. SOLE SOURCE

6.3. SUBSTITUTIONS

6.4. DRAWINGS AND SPECIFICATIONS

6.5. SPECIFICATION SECTION 01 30 00 SUBMITTAL PROCEDURES

6.6. DESIGN SUBMITTALS

6.7. MATERIAL SUBMITTALS

6.8. PRODUCT DATA SHEET

6.9. AS-BUILT AND RECORD DRAWINGS SUBMISSION REQUIREMENTS

6.10. OPERATION AND MAINTENANCE (O&M) MANUALS

7. MILITARY INSTALLATION REQUIREMENTS

7.1. ENVIRONMENTAL PROTECTION

7.2. DIG PERMIT

7.3. SECURITY

7.4. SITE CLEANUP

8. INSPECTION/ACCEPTANCE/WARRANTY

8.1. COMPLETION INSPECTION

8.2. BENEFICIAL OCCUPANCY

8.3. WARRANTY

9. REAL PROPERTY RECORD

10. GENERAL REQUIREMENTS

10.1. OVERALL PROJECT DESCRIPTION

10.2. SPECIFIC UFC 1-201-01 REQUIREMENTS

10.3. DESIGN REQUIREMENTS IN ACCORDANCE WITH UFC 1-201-01

11. CIVIL / SITE WORK

11.1. REFERENCES

11.2. EXISTING SITE CONDITIONS

11.3. LAND/TOPOGRAPHIC SURVEYING

11.4. GEOTECHNICAL DATA

11.5. SITE CLEARING AND DEMOLITION

11.6. SITE LAYOUT

11.7. PAVED INFIELDS

11.8. PAVEMENT MARKINGS

11.9. LOWER CONCRETE MANHOLES

11.10. SITE OBSTRUCTIONS

11.11. SUBMITTALS

12. STRUCTURAL

13. ARCHITECTURAL

14. INTERIORS

15. FIRE ALARM

16. FIRE PROTECTION

17. PLUMBING

18. MECHANICAL

19. ELECTRICAL

20. TELECOMMUNICATIONS

21. INSPECTIONS

1. GENERAL

1.1. DESCRIPTION OF SERVICES AND INTRODUCTION

This project consists of improving the existing road accessing Camp Sparta to support heavy duty vehicles. It shall be designed and built in accordance with the Unified Facilities Criteria (UFC) 3- 260-02 3-250-01, Pavement Design for Roads and Parking Areas, UFC 2-250-03 Standard Practice Manual for Flexible Pavements, all other applicable UFCs, and as modified by the requirements stated in this SOW.

The project includes but is not limited to removal of the existing vehicle path, preparation of the subgrade, placement and compaction of aggregate and asphalt base (bituminous base course) layers, paving of hot mix asphalt (HMA), and installation of adequate storm water drainage systems. See Contract Drawings and Specifications for additional information.

1.1.1. The Contractor shall provide all personnel, PPE, equipment, supplies, facilities, transportation, tools, materials, supervision, and other items necessary to perform work specified at Ali Al Salem Air Base as defined in this SOW, except for those items specified as government furnished property (GFP) and government furnished services (GFS). Contractor assumes responsibility for delivery and transportation to the site of all personnel, materials and equipment. Contractor will be given fifteen (15) days after Contract award to begin the base access (badging process) and material submittals for approval. The Contracting Officer Representative (COR) will verify the materials are staged on site by physical inspection.

1.1.2. The Contractor shall use only new materials throughout the entirety of this project unless otherwise stated in this SOW.

1.1.3. The Contractor shall comply with all requirements presented in this SOW and the provided drawings. In the event of a contradiction between this SOW and the provided drawings, FAR 52.236-21 Specifications and Drawings for Construction shall apply.

1.2. CONTRACTOR BID AND CLINs

This project shall be bid as one (1) project with one (1) Contract Line Item Numbers (CLIN).The Contractor shall provide a bid for one (1) CLIN. The total of the CLINs shall be the bid amount. 1 CLIN is as follows:

1.2.1. CLIN 1: Demolition and construction of roads and drainage, as indicated in the Contract Documents. See Contract Drawings and Specifications for additional information. All project design, site surveys, site/laboratory testing, scheduling, mobilization, and administrative work associated with this contract shall be included in this CLIN.

2. PERIOD OF PERFORMANCE

The Contractor shall follow the Period of Performance (PoP) which will be established by the Government. The Contracting Officer (CO) will incorporate the agreed upon PoP in the terms and conditions of the contract. The Government reserves the right to negotiate an acceptable PoP. The PoP for this contract shall not exceed 180 calendar days (6 months), including holidays after Notice to Proceed (NTP). See general PoP breakdown below. If the contract duration exceeds the established PoP, unless is determined not to be the Contractors’ fault, the government will assess liquidated damages. Contractor shall provide necessary evidence that pertains to reasons for not following the PoP. Contractor mobilization shall be identified on the submitted work schedule and count against the total number of days and shall not exceed the overall completion date.

2.1. PERIOD OF PERFORMANCE BREAKDOWN

2.1.1. Upon award of the contract, the CO may issue Notice to Proceed One (NTP1).

This portion of the PoP shall begin no later than ten (10) days after award and shall begin upon issuance of NTP1.

2.1.2. Notice to Proceed One (NTP1): The PoP for NTP1 is 60 calendar days (2 months).Upon receipt of NTP1, the Contractor shall prepare a 65%, 95%, and 100% complete set of construction drawings for Government approval prior to the start of construction based on the Government’s preliminary set provided. The set of drawings developed by the Contractor shall conform to Architecture, Engineering, and Construction (AEC) Computer-Aided Design (CAD) standards. All completed drawings shall meet the standards outlined in UFC 1-300-07A Design Build Technical Requirements and USAFCENT Communications Infrastructure Distribution Guidance. Upon Government acceptance and approval of the 100% Construction Drawings, the CO may issue Notice to Proceed Two (NTP2).

2.1.2.1. Each sheet shall have an approved title block and border, complying with below paragraphs of this SOW and all referenced standards. Basic design criteria utilized for each discipline will be included on the appropriate drawings as required by the solicitation. Examples would include: function specific conditions such as lighting levels or future use considerations for electrical systems, site specific machine design conditions for mechanical systems, communications, and International Building Code (IBC) analysis. The following is a list of required drawings:

Cover Sheet with Title and Approval Block

Existing Site Plan (Including Utilities and Topo)

Final Site Plan

Haul Route

Phasing/Detour Plan

Demolition Plan

Construction Details

2.1.2.2. 65% drawing set: The Contractor shall provide a 65% design set of drawings based on the Government provided preliminary set of drawings and the requirements of this SOW and its attachments. Design set shall include load calculations for all mechanical and electrical systems as well as a complete evaluation of all applicable codes and standards as referenced in this SOW. The drawing set shall include coordination with vendors and/or equipment technical requirements indicated on the drawing set.

The Government shall review, approve, and provide comments on the 65% drawing set. The Contractor shall not begin the 95% drawing set until the CO has provided all comments and given permission to proceed in writing.

2.1.2.3. 95% drawing set: The Contractor shall provide a 95% design set of drawings based on the 65% drawing set comments and the requirements of this SOW and related documents. Design set shall be a complete set that indicates all construction requirements necessary to meet all applicable standards to include but not limited to the ICC standards and the requirements of this SOW.

The Government shall review and provide comments on the 95% drawing set.

The Contractor shall not finalize the 100% drawing set until all comments have been received/addressed and the CO has given permission to proceed in writing.

2.1.2.4. 100% drawing set: The Contractor shall provide a final 100% design set of drawings based on the 95% drawing set comments and the requirements of this SOW and related documents. Design set shall be a complete set that indicates all construction requirements necessary to meet all applicable standards to include but not limited to the ICC standards and the requirements of this SOW.

2.1.2.5. Upon Government acceptance and approval of the 100% Construction Drawings, the CO may issue Notice to Proceed Two (NTP2). This PoP begins at the CO’s issuance of NTP2.

2.1.2.6. Upon award and issuance of NTP1 the Contractor shall start the badging process for all employees (refer to Section 5; Contractor Requirements). The Contractor shall submit for approval all submittals indicated in this SOW and the Contract Specifications. Work shall not commence until all submittals and work clearance request have been approved by the CO and the Construction Manager (CM). This PoP shall be considered complete when Mobilization, Site Investigation, Site Survey/Utility Locates for construction, and Demolition portions of the project have been completed and accepted by the CO.

2.1.2.7. Upon receipt of NTP1, the Contractor shall have fifteen (15) days to make submittals and begin applications for base passes and badges for employees.

2.1.2.8. An AF 103, (Base Civil Engineer Work Clearance Request,) will be required before demolition work will be allowed to begin. The Contractor shall submit the AF 103 as soon as possible, so as to not delay Contractor’s start of work.

2.1.2.9. The Contractor shall have fifteen (15) days to submit a project schedule (AF3064/ AF3065) for the NTP1 portions of the project’s work. The project schedule shall list tasks, all required and anticipated inspections, proposed working hours, and percentage of the overall contract. The Contractor shall update the project progress schedule weekly (AF 3064) and be submitted to the CO. The schedule shall be also be provided in Gantt chart form. The Contractor’s schedule shall include all required inspections and allow time for inspections in Contractor’s schedule of work. A list of required inspections are included in Section 8. It is the contractor’s responsibility to schedule and have work accessible for inspection(s).

Work that is not accessible for inspection due to the Contractor continuing with follow-on task(s) may require removal of work at the Contractor’s expense.

2.1.2.10. The Contractor shall have fifteen (15) days to submit a traffic control plan for the NTP2 portions of the work. Traffic control plan shall indicate road closures and barricades and show proposed haul routes to and from the site.

2.1.2.11. Submission of the Contractor’s request for laydown and stockpile areas to the CO is the responsibility of the Contractor.

2.1.2.12. Begin limited general site work such as the establishment laydown and other work staging areas, construction fencing, utility relocates, and the construction of utility service connection points three (3) meters or more outside of the structures perimeter. This will require an approved work clearance request by the CO and the CM.

2.1.2.13. Prepare fabrication shop drawings for structural, equipment, communication and other mechanical equipment. Prepare and submit all other submittals and shop drawings required for construction.

2.1.2.14. Once submittals are approved, the Contractor may begin ordering materials. The Contactor shall notify CO in writing of what materials have been ordered, the date on which those materials were ordered, and anticipated delivery dates. If long delivery results in long-lead times and materials cannot be received within this period, the Contractor shall provide the CO a written notice from the material supplier(s) of the intended date of delivery of long-lead items. The CO may, at their discretion, approve in writing an extension of this period.

2.1.3. Notice to Proceed Two (NTP2): The PoP for NTP2 is 120 calendar days (4 months).Once NTP1 is complete, the CO may issue NTP2. The Contractor shall complete all demolition and construction work in NTP2. The Contractor shall execute demolition and construction in phases. The Contractor shall not begin work on another phase of construction until all work has been approved for the previous phase. This work shall consist of all site work and construction required to complete the project and make the new facility ready for occupancy.

2.1.3.1. Work in any phase shall not commence until all submittals and work clearance request (AF Form 103) have been approved by the CO and the CM.

2.2. DESIGN / BADGING

See Specifications Section 01 33 16.00 10 DESIGN DATA (DESIGN AFTER AWARD) for requirements.

1. Interim Design Submittals, 65 percent design complete: 30 days after NTP1

2. Final Design Submissions, 100 percent for review and approval: 45 days after NTP1

3. Design Complete Submittals, 100 percent design complete with all comments incorporated in the submission: 60 days after NTP

4. Badging complete: NLT 60 days after NTP

2.3. SITE PREPARATION GRADING

Site Survey / Geotechnical Testing and Report: NLT 30 days after NTP1

2.4. CONSTRUCTION PHASING

Construction Start: NLT 60 days after NTP1

Construction Completion: NLT 180 days after NTP1

3. DESIGNATION OF AUTHORITY

3.1. CONSTRUTION MANAGER (CM):

The Base Civil Engineer (BCE) or his authorized representative, CONTRACTING OFFICER REPRESENTATIVE (COR), is designated as the representative of the CO for the purpose of technical surveillance of the workmanship and inspection of materials for work being performed as part of this SOW. The COR will be identified by separate letter. The COR monitors all technical aspects of the contract and assists in contract administration. The COR is authorized to perform the following functions: ensure the Contractor performs the technical requirements of the contract;

perform inspections necessary in connection with contract performance; maintain written and oral communications with the Contractor concerning technical aspects of the contract; monitor Contractor's performance and notifies both the CO and Contractor of deficiencies; coordinate availability of government furnished property; and provide site entry of Contractor personnel. A letter of designation issued to the COR, a copy of which is sent to the Contractor, states the responsibilities and limitations of the COR, especially with regard to changes in cost or price, estimates, or changes in delivery dates. The COR is not authorized to change of the terms and conditions of the contract.

4. REFERENCES, ABBREVIATIONS AND DEFINITIONS

All design and construction shall be in compliance with the most recent versions of the following Codes and Standards. Discrepancies between code or standards provisions and the contract documents shall immediately be brought to the Contracting Officer’s attention. Contractor shall comply with and implement all applicable design goals, technical constraints, considerations, and policies stated in the SOW unless an alternate approach is submitted and approved by Contracting Officer. Contractors shall be responsible for obtaining copies of all items referenced in this paragraph. The most current versions of UFCs and ETLs can be found at http://www.wbdg.org/ccb/ccb.php

4.1. REFERENCES:

Refer to the Technical Requirements section of the Statement of Work (SOW).

4.2. ABBREVIATIONS:

ASAB Ali Al Salem Air Base

AFI Air Force Instruction

BCE Base Civil Engineer

CO Contracting Officer

ECES Expeditionary Civil Engineer Squadron

FOUO For Official Use Only

COR Contracting Officer Representative

UFC Unified Facilities Code

PoP Period of Performance

4.3. DEFINITIONS

The following terms will or may be encountered by the Contractor during the course of executing this contract and are hereby defined for clarification:

4.3.1. Tie Ditch

Natural Ditch or Channel, a ditch or channel created by natural storm runoffs and erosion.

4.3.2. Clearing

Removing and disposing of all unwanted surface material, such as trees, brush, grass, weeds, downed trees, or other material.

4.3.3. Grubbing

Removing and disposing of all unwanted vegetative matter from underground, such as stumps, roots, buried logs, or other debris

4.3.4. Contractor

The total contractor organization or a separate entity of it; such as an affiliate, division, or plant that performs its own purchasing

4.3.5. Contracting Officer

As defined in FAR 2.101. A person with the authority to enter into, administer, and/or terminate contracts and make related determinations and findings.

4.3.6. Contracting Officer Representative (COR)

As defined in FAR 2.101. An individual designated and authorized in writing by the contracting officer to perform specific technical or administrative functions.

4.3.7. Defective Service

A service output that does not meet the standard of performance associated with the Performance Work Statement and/or Statement of Work.

4.3.8. Submittals

Anything that can be physically delivered, but may include non- manufactured things such as meeting minutes or reports.

4.3.9. Geotechnical Data

A geotechnical analysis consisting of determining the nature of soil and rock as well as the conditions of groundwater using probing (drilling and open-cut techniques). This analysis allows the designer to define each element of adaptation to the ground components of his projects.

4.3.10. Hand Trenching

Trenching using hand tools like pick-axes and shovels

4.3.11. Key Personnel

Contractor personnel that are evaluated in a source selection process. Key personnel that are reviewed and accepted as part of the Offeror’s proposal cannot be replaced without permission of the Government.

4.3.12. PhotoCell

Device that is used to detect and measure light. Used for outdoor lighting to turn fixtures on and off from dusk to dawn.

4.3.13. Physical Security

Protection of the perimeter area, government property, and assets that prevent the loss or damage of Government property.

4.3.14. Statement of Work (SOW)

As defined in FAR 2.101. A statement of work for performance-based acquisitions that describes the required results in clear, specific, and objective terms with measurable outcomes.

4.3.15. Shop Drawings

Refer to Specifications Section 01 33 00 SUBMITTAL PROCEDURES.

4.3.16. Catch Basin

Refer to Specifications Section 33 40 00 STORMWATER UTILITIES.

5. CONTRACTOR REQUIREMENTS

5.1. SITE VISIT

Refer to contract clause 52.236-27 Site Visit (Construction). Bidders are encouraged to participate in the site visit outlined in the solicitation in order to identify the exact location for the proposed work and submit an accurate proposal. Bidders shall contact the Contracting Officer, at least 21 days prior to the site visit to allow for installation access request processing.

5.2. QUALIFICATIONS AND EXPERIENCE OF KEY PERSONNEL

The Contractor shall submit personnel qualifications and experience in writing to the CO for review and approval. Proposed personnel should have qualification and experience based on performance in similar roles on construction projects of similar scope and scale. Refer to Specifications Section 01 45 00.00 10 QUALITY CONTROL, article “QUALITY CONTROL ORGANIZATION” for personnel requirements.

5.3. CONTRACTOR BASE ACCESS

Refer to section H of the solicitation.

5.4. PRE-CONSTRUCTION MEETING(S)

Refer to contract clause 52.236–26 Preconstruction Conference and Specifications Section 01 33

16.00 10 DESIGN DATA (DESIGN AFTER AWARD), article “PRECONSTRUCTION

ACTIVITIES.”

5.5. SITE MEASUREMENTS

Refer to contract clause 52.236–3 Site Investigation and Conditions Affecting the Work. The Contractor shall perform a physical survey of the actual site to verify locations of existing objects and buildings, as well as existing power cables, communication cables, water, and sanitary sewer line conditions prior to the start of construction. Utilities that are shown in attachments or as-builts are approximate locations; contractor shall verify conflict locations prior to construction. Also, the Contractor shall submit a list of items that will be moved to accommodate the construction work and design to the Contracting Officer for review. Refer to the “Site Obstructions” paragraph.

5.6. GOVERNMENT PROPERTY RELOCATION NOTIFICATION

Notification of Government property that the Contractor plans to move or relocate shall be provided so that the Government may elect to move these items in lieu of the Contractor with adequate time to prevent delays in schedule.

5.7. OBLIGATIONS AND RESPONSIBILITIES:

All actions and work described in this SOW or on the contract drawings are the responsibility of the contractor, unless explicitly stated to be performed by others.

5.7.1. The contractor shall not perform work or provide materials or services outside of those required to meet the obligations of the contract or as directed and authorized by the CO. Work or materials provided outside of those stated above shall be brought to the attention of both the CO and COR. Any reimbursement of incurred cost shall be at the sole discretion of the Government.

5.7.2. Completed work that is covered up or cannot be accessed for inspection by the Contracting Officer Representative (COR) shall, at the request of the COR, be uncovered by the contractor for inspection purposes at no expense to the government.

5.7.3. Government acceptance of shop drawings or submittals does not absolve the contractor of meeting all codes and requirements as outlined in the contract. Work found deficient as a result of contractor designs, materials supplied or workmanship shall be corrected at the contractor's expense.

5.7.4. The Contractor shall not make any substitutions that deviate from the design or material requirements of the contract documents without CO approval. All substitutions must be clearly identified as such and follows the requirements under the section “Substitutions” in the “Submittals” section of this SOW. The Contractor will remove and replace any materials and work resulting from a substitution at the Contractor’s expense.

5.7.5. Escort requests require 72 hours advance notice. To schedule a work outage, 48 hours advance notice is required. All inspections shall be scheduled within contractors work time. No additional time will be granted for down time waiting on inspections.

5.8. QUALITY CONTROL (QC)

The Contractor shall develop, implement, and maintain a Quality Control Plan (QCP) and program to ensure all work described in this contract is performed at or above the standard defined in Specifications Section 01 45 00.00 10 QUALITY CONTROL, CONTRACTOR QUALITY CONTROL (CQC) PLAN. The QCP is developed by the contractor for its internal use to ensure that it performs and delivers high-quality service. The contractor’s QCP is the means by which the contractor ensures all work complies with the requirements of the contract. The QCP identifies and corrects potential and actual problem areas throughout the entire scope of the contract.

5.9. QUALITY ASSURANCE

Contractor shall provide design and verification of foundation, electrical, and building wind load conformance to the Contracting Officer for approval before each feature of work’s construction.

5.10. STANDARD MATERIAL & WORKMANSHIP

Refer to contract clause 52.236–5 Material and Workmanship. All materials and supplies shall be new and standard products regularly used for commercial construction and of similar size, style and complexity in Kuwait. Workmanship shall be comparable to commercial construction performed in Kuwait and comply with standards contained in this SOW. The CO and COR will review materials and inspect work for compliance with these standards. Low quality work will be rejected at the discretion of either the CO or COR.

5.11. MATERIAL & EQUIPMENT STORAGE

The Contractor shall stockpile and place materials and equipment only in areas specifically approved by the BCE. The Contractor shall protect all stored material from the weather. Materials deemed unfit for use by the CO due to rusting, sun damage, water damage, or poor condition shall be replaced at the Contractor’s expense. All materials stored on base are at the risk of the Contractor and not the responsibility of the Government.

5.12. SAFETY

The Contractor personnel shall work in a safe manner in accordance with Government standards.

Determination of what constitutes unsafe practices is at the discretion of Government personnel.

Failure of the site supervisor to ensure Contractor personnel work safely and with the proper gear may require a stoppage of work and/or removal of the workers at no cost or delay charged to the Government. All Contractor personnel shall have appropriate clothing and Personal Protective Equipment (PPE) worn at all times. At a minimum, this includes wearing work pants and shirts, work boots and yellow or orange bright reflective safety vests. Loose fitting clothing and open toed shoes are not allowed on the work site. Additionally, some tasks require additional protection: i.e., safety glasses, hearing protection, masks, etc. that shall be required for certain tasks. Safety harnesses shall be required for workers performing work two meters or more above ground or floor level.

5.12.1. Secure Perimeter

Provide a secure perimeter around the site for safety of the base populous and security for the materials and tools of the contractor. Perimeter shall be made of fencing material strong enough to sustain high winds and contain trash that may be on site from the construction effort.

5.13. EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

5.13.1. Use diligent care not to damage the facility or government assets in the project area and Ali Al Salem Air Base (ASAB) while in performance of this contract. Damage caused by Contractor negligence shall be repaired to pre-existing condition and no additional cost to the Government.

5.13.1.1. Remove or alter existing work in such a manner as to prevent injury or damage to portions of the existing work which remain.

5.13.1.2. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

5.14. ACCIDENT PREVENTION

In addition to FAR Clause 52.236-13 Accident Prevention the Contractor shall comply with the following safety requirements while performing work under this contract:

5.14.1. Traffic Control Devices

5.14.1.1. The Contractor shall be responsible for signaling, lighting and barricading the immediate work area as determined by the CO or BCE.

5.14.1.2. All vehicles operated by the Contactor shall obey all traffic signs and laws while operating on the compound.

5.14.2. Electrical

Electrical extension cords may be used on a temporary basis to provide power to tools and equipment. Do not overload extension cords. Frayed or spliced extension cords are prohibited. Utilities will be provided to the Contractor by the Government, if readily accessible.

Utilities not available or easily accessible at the project locations, shall then have to be included in the Contractors bid price.

5.14.3. Unexploded Ordinance

If items are discovered that may be unexploded ordinance, immediately alert the Government escort, COR and CO. The Government escort will contact appropriate agencies.

5.14.4. Fire Prevention

The prevention of fire is imperative during construction projects. The Contractor is responsible for enforcing fire safety in his work area. The Contractor shall have serviceable fire extinguishers readily available at all times. Extinguishers shall be supplied by the Contractor.

5.14.4.1. Smoking

Smoking is prohibited inside buildings and within 15 meters (50 feet) of flammable and combustible liquids. Smoking is permitted only in Government designated areas.

5.14.4.2. Fire Procedures

The Contractor shall report all fires to the Government escort. Upon discovery of a fire, yell “Fire, Fire, Fire”, notify the Government escort and evacuate the area, and contact on-base Fire Department at phone number 2459 1611.

5.15. HOURS OF OPERATIONS

The Contractor is responsible for submitting a work schedule to the CO for approval. The Contractor shall, at all times, maintain an adequate workforce for the uninterrupted performance of all tasks defined within this SOW when the Government facility is not closed for governmental reasons. Alternative work schedule requests shall be submitted to the Contracting Officer, in writing, for approval no later than Seven (7) Calendar days prior to alternative schedule start.

5.16. RECOGNIZED HOLIDAYS

The Contractor shall provide services every day during the site preparation and structure commencement through completion as is required by the workforce. Exceptions will be made in accordance to the Kuwaiti Labor Laws pertaining to all national holidays.

6. SUBMITTALS:

6.1. SUBMITTAL REVIEW NOTATIONS

6.1.1. Disapproved Submittals

Changes are to be given to the Contracting Officer. Contractor is responsible for the dimensions and design of connection details and construction of work. Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, make such revisions and submission of the submittals in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

Make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications; notice as required under the FAR 52.243-4

6.1.2. Approved Submittals

The Contracting Officer's approval or acceptance of submittals is not to be construed as a complete check, and indicates only that the general method of construction, materials, detailing and other information appear to meet the Solicitation and accepted proposal.

Approval or acceptance will not relieve the Contractor of the responsibility for any error which may exist. The Contractor is responsible for ensuring information contained within each submittal accurately conforms with the requirements of the contract documents. (For drawing submittals, also ref. FAR 52.236-21).

After submittals have been approved or accepted by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

6.1.3. Approved Samples

Approval of a sample is only for the characteristics or use named in such approval and is not be construed to change or modify any contract requirements. Before submitting samples, the Contractor to assure that the materials or equipment will be available in quantities required in the project. No change or substitution will be permitted after a sample has been approved.

Match the approved samples for materials and equipment incorporated in the work. If requested, approved samples, including those which may be damaged in testing, will be returned to the Contractor, at his expense, upon completion of the contract. Samples not approved will also be returned to the Contractor at its expense, if so requested.

Failure of any materials to pass the specified tests will be sufficient cause for refusal to consider, under this contract, any further samples of the same brand or make of that material.

Government reserves the right to disapprove any material or equipment which previously has proved unsatisfactory in service.

Samples of various materials or equipment delivered on the site or in place may be taken by the Contracting Officer for testing. Samples failing to meet contract requirements will automatically void previous approvals. Contractor to replace such materials or equipment to meet contract requirements.

Approval of the Contractor's samples by the Contracting Officer does not relieve the Contractor of his responsibilities under the contract.

6.2. SOLE SOURCE

Reference in the Statement of Work (SOW) to equipment, material, articles, or patented processes by trade name, make, or catalog number shall be regarded as establishing a standard of quality and shall not be construed as limiting competition. The Contractor may, at its option, use equipment, material, article, or process that, in the judgment of the Contracting Officer, is equal to that named in the specifications, unless otherwise specifically provided in this contract.

6.3. SUBSTITUTIONS

ALL Contractor substitutions, in design or materials, require CO approval as a minimum, and may require contract modification, if accepted. The Contractor shall clearly identify substitutions as such on the form AF3000 and on the submitted documents. Any approved design or material that is discovered to be a substitution, and not clearly identified as such, will void such approval and will be required to be removed and replaced at the Contractor’s expense.

6.4. DRAWINGS AND SPECIFICATIONS

All contract drawings or specifications shall meet the requirements of FAR 52.236-21. The Contractor shall take special notice of the portion of the FAR concerning contractor and shop drawings, as quoted below:

“Approval by the Contracting Officer shall not relieve the Contractor from responsibility for any errors or omissions in such drawings, nor from responsibility for complying with the requirements of this contract, except with respect to variations described and approved in accordance with (f) below.

(f) If shop drawings show variations from the contract requirements, the Contractor shall describe such variations in writing, separate from the drawings, at the time of submission.”

6.5. SPECIFICATION SECTION 01 30 00 SUBMITTAL PROCEDURES

Refer to specification section 01 30 00 SUBMITTAL PROCEDURES for instructions on the use of the submittal register and submittals submission procedures.

6.6. DESIGN SUBMITTALS

All contractor designs and drawings requiring approval shall be submitted by the Contractor using AF Form 3000. The contractor shall submit design drawings to the CO for approval. Upon review by the Government, the submittal along with comments will be returned to the Contractor within fifteen (15) calendar days after the date of design submittal submission. If required, the Contractor shall modify the submittal per Government’s comments and resubmit within five (5) calendar days.

Design submittals shall be complete and include all disciplines prior to CO acceptance. Material schedules are typically considered acceptable on design drawings. Upon final design approval, the Contractor shall commence with all required material submittals.

6.7. MATERIAL SUBMITTALS

All materials and articles that require approval shall be submitted by the Contractor using AF Form 3000. Material used without or before Government approval is subject to removal, at no additional cost to the Government. The contractor shall submit material samples to the CO for approval a minimum of five (5) calendar days prior to procurement and placement of the material. Upon review by the Government, the submittal along with comments will be returned to the Contractor within fifteen (15) calendar days after the date of material submittal submission. If required, the Contractor shall modify the submittal per Government’s comments and resubmit within five (5) calendar days. Upon final approval, the Contractor shall commence with the procurement and installation accordingly.

6.8. PRODUCT DATA SHEET

Refer to specification section 01 30 00 SUBMITTAL PROCEDURES. All products being submitted for approval shall include a technical data sheet. In the submittal it shall be clear which product will be used if more than one product is shown on the page. Do not submit entire photocopied catalog unless every page is relevant to the product being considered. The Government shall require physical material samples of finishes items at no additional cost to the Government.

6.9. AS-BUILT AND RECORD DRAWINGS SUBMISSION REQUIREMENTS

The Contractor shall provide As-Built and Record drawings in accordance with specification section 01 78 00 CLOSEOUT SUBMITTALS.

6.10. OPERATION AND MAINTENANCE (O&M) MANUALS

The Contractor shall submit O&M manuals for all equipment and fixtures included within this statement of work. The Contractor shall provide one (1) hard copy and one (1) DVD/CD containing an Adobe (.pdf) format for each manual.

7. MILITARY INSTALLATION REQUIREMENTS

7.1. ENVIRONMENTAL PROTECTION

The Contractor shall comply with the following environmental requirements while performing work under this contract

7.1.1. Hazardous Material

In the event the Contractor brings hazardous material on to ASAB, the Contractor shall notify 386 ECES/CEIE of the approximate quantities of the material to be used on the project and shall supply a Material Safety Data Sheet (MSDS) of those materials in English prior to bringing onto the installation.

7.1.2. Hazardous Material Spills

The Contractor shall immediately report to the CO to discuss issues or incidents which may indicate potential imminent risk to Government personnel or the environment. Following the notification, the Contractor shall be available to the CO for instructions regarding remediation of the release. Contractor should be aware of installation’s Spill Response Plan policies related to working on ASAB and be prepared to respond to a release caused by the Contractor’s personnel. To report a release or spill, contact the Government escort immediately.

7.1.3. Asbestos

Do not use asbestos and asbestos-containing products.

7.1.4. Toxic Substances

The Contractor shall certify that materials do not contain toxic substances to include but not limited to mercury, lead, hexavalent chromium, toluene, chlorinated solvents, hydrolysable chlorine derivatives, ethylene based glycol ethers and their acetates, nor carcinogen.

7.1.5. Work Site Maintenance

The Contractor shall be responsible for maintaining the work site to prevent the spread of contamination, provide for the safety of all individuals in the vicinity of the work site areas and prevent the release of contaminants into the environment. Tanks or drum containers used by the Contractor on ASAB to store hazardous materials including petroleum products shall be stored within secondary containment structures capable of holding a volume of 110 percent of the largest container shall adhere to manufacturer storage instructions.

7.1.6. Transporting Materials

The Contractor shall be responsible for the covering of open bodied vehicles transporting material likely to create air pollution or become debris while on base.

All mud, dirt, debris, foreign objects, trash, or spills (including Sub-Contractors and suppliers) on a street or parking lot, used as access to the work site or staging area shall be cleaned off the same day or as soon as practicable or requested by the CO.

7.2. DIG PERMIT

Obtain all necessary permits and permissions required by the SOW. Contractor shall submit Dig Permits to the Contracting Officer NLT 15 days prior to excavating. The Contractor shall not perform digging/excavation until Dig Permit approvals are obtained from the Contracting Officer.

7.3. SECURITY

The Contractor shall comply with the following security requirements while performing work under this contract.

7.3.1. Personnel List

The Contractor shall provide the COR with a list of company personnel employed to execute the contract. The list shall contain the name, nationality, and duration of time the individual shall require a pass. Additionally, the Contractor shall provide the COR with a list of vehicles that require access to the construction site on Ali Al Salem Air Base. This list shall contain the Make, Model, Year, Color, and License Plate Number of each vehicle, as well as all pertinent owner/operator information such as the owner and operator’s name, driver license number, and vehicle registration information. These items will be used to expedite the entry process. All forms shall be provided by the COR prior to notice to proceed.

7.3.2. Procedures To Obtain Badging:

In order to obtain entry to Ali Al Salem Air Base, Contractors shall contact the Badging Office at 965-2389-1525 for forms, procedures and instructions. Contractor and all associated Sub- Contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The Contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce shall comply with all personal identity verification requirements as directed by Department of Defense (DoD), Headquarters, Department of the Army (HQDA), Area Support Group (ASG- KU), and local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at individual facility or installation change, the Government may require changes in Contractor security matters or processes. Minimum escort requirements shall meet Area Support Group Force Protection standards. Contractor personnel and property shall be subject to search and seizure upon entering ASAB, while on the installation, and upon leaving the confines of ASAB. For entry to the base, the driver shall possess a valid driver’s license and proof of insurance.

7.3.3. Access Delays

The Government shall not be held liable for Contractor’s delays in obtaining base access badges through the Ali Al Salem Air Base Welcome Center.

7.3.4. Escorts

The Contractor shall be escorted by Government personnel at all times while on ASAB. If work is to be accomplished in geographically separated areas, each party shall have its own Government escort to accompany them to the specific areas. The Contractor shall designate supervisor personnel and complete the required paperwork and background checks at the Welcome Center at Ali Al Salem Air Base. The Contractor shall provide to the COR with the number of employees expected to be on the job site and the expected hours of operation no later than four days prior to the construction start date.

The Contractor and all associated Sub-Contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures provided by the government representative.

7.3.5. Material Deliveries:

The Contractor shall provide a minimum of 4 days’ notice before bringing material deliveries on the work site. The Contractor may be required to offload materials at a site approved by the Government for search purposes. Once the material has been cleared, the Contractor shall reload the material and proceed to the job site. Stockpiling of material will be allowed at a Government approved site. The Government reserves the right to refuse access of vehicles not having prior coordination.

7.3.6. Security Requirements:

Contractor employees shall be issued the proper access badges by the installation security forces. These items will be issued and controlled by the Government. The PM is responsible for managing, securing, and returning to Government all passes issued to Contractor’s employees.

7.3.7. Force Protection Condition (FPCON)

The Contractor shall comply with all instructions of the Government representative to protect the health and safety of employees/residents and minimize or eliminate potential damage and/or injuries during the implementation of Force Protection Condition (FPCON) directed by the ASAB Base Commander or Security Forces.

7.4. SITE CLEANUP

Refer to contract clause 52.236–12 Cleaning Up.

7.4.1. Construction Waste Management:

The Contractor shall remove all waste materials generated by this contract requirement from the Government sites to an approved off-base dumpsite on a daily basis and in accordance with all local environmental standards or authority having jurisdiction.

7.4.1.1. Cleanup Responsibility

Contractor is responsible for clean-up of Contractor generated hazardous material produced, delivered, or stored at the emplacement site. In the event of Contractor caused fuel or hazardous chemical spill, the Contractor shall be responsible for the cleanup at their expense and shall comply with local environmental standards as applicable.

7.4.2. Construction Site Maintenance

Contractor is responsible to maintain the designated work areas organized at all times to minimize safety incidents. All materials and equipment shall be stored in a safe place and properly organized.

8. INSPECTION/ACCEPTANCE/WARRANTY

8.1. COMPLETION INSPECTION

Refer specification section 01 45 00.00 10 QUALITY CONTROL, article “COMPLETION

INSPECTION.”

8.1.1. Punch-Out Inspection

The Contractor shall perform a punch-out inspection 30 calendar days prior to project completion.

8.1.2. Pre-Final Inspection

The Contractor shall request a Pre-Final Inspection from the CO no later than 10 calendar days prior to project completion. It is mandatory that the Contractor attend the Pre-Final Inspection with the CO or designee and COR. The inspection will verify if all requirements in the statement of work were meet and identify minor discrepancies. If no discrepancies are found during the pre-final inspection, it may be considered the final inspection and shall be agreed upon by the Government.

8.1.3. Final Inspection

The Contractor shall request a Final Inspection at the completion of the project. It is mandatory that the Contractor attend the Final Inspection with the CO or designee and COR.

The inspection will verify that all requirements for the project were meet. Discrepancies found will be documented as punch list items. The Contractor has 10 days to complete all punch list items.

8.1.4. Acceptance Test

Prior to final acceptance, the system will be tested in the presence of an ASAB F&ES official, a fire alarm technician, and a utility shop representative (if a sprinkler system is installed). The contractor must provide notification of a final acceptance test to the fire prevention office no less than 2 weeks prior to the test for scheduling.

8.1.5. Final Acceptance

The CO will provide written acceptance of the project upon verification that all requirements of this SOW were meet by the Contractor. The Project shall be deemed acceptable by the CO and COR before the Government takes ownership.

8.2. BENEFICIAL OCCUPANCY

Refer to specification section 01 78 00 CLOSEOUT for beneficial occupancy requirements for training, warranty tags and Operations and Maintenance (O&M) manuals.

8.3. WARRANTY

Refer to contract clause 52.246–21 Warranty of Construction and specification section 01 78 00 CLOSEOUT SUBMITTALS, article “WARRANTY MANAGEMENT.”

9. REAL PROPERTY RECORD

Refer to specification section 01 78 00 CLOSEOUT SUBMITTALS, article “REAL PROPERTY

RECORD.”

TECHNICAL

REQUIREMENTS

10. GENERAL REQUIREMENTS

10.1. OVERALL PROJECT DESCRIPTION

Contractor shall construct roads in accordance with the 100% construction drawings and specifications designed by the Contractor’s licensed civil engineer and approved by the KO and EN. In addition, the Contractor shall design and construct per the specifications described in this scope of work.

10.1.1. Access Roads: The contractor shall perform excavation, compaction, and grading as required to construct new roads in the Camp Sparta compound as identified in the Contract Drawings.

10.1.2. The Contractor shall ensure that the design and construction of the roads support all vehicles Camp Sparta uses for logistical support. Attachment 4 provides the turning radius information and weight for the largest vehicle in the compound’s inventory and shall be included in design load calculations. It is the Contractor’s responsibility to consult with the EN and COR for additional vehicle information during the design phase to ensure that turning radius and dynamic/static loading for pavement design are considered and accounted for all vehicular operations.

10.1.3. The Contractor shall excavate the existing road to a minimum depth of 300 mm (12 inches). Subgrade material will be disturbed during the demolition and removal process and will be less than ideally compacted. The contractor shall ensure subgrade material meets the specified minimum compaction requirements as indicated in the specifications and the 100% construction drawings. Refer to table 5-1 of UFC 3-250-01 <1.3 million ESALs.

10.1.4. The Contractor shall install and compact new aggregate base course (crushed aggregate base course with gatch) of 150 mm (6 inches) in order to meet compaction specifications described in this Statement of Work, and to meet the Contract Specifications.

10.1.5. Where applicable, the aggregate base shall extend at least 1 foot beyond edge of pavement.

10.1.6. Contractor shall grade subgrade and subsequent courses to meet 2% slope from centerline to edge of pavement. Where applicable, the Contractor shall grade road shoulders to meet 2.5% slope, and where possible, extend 3.7 meters from edge of pavement and feathered to existing earth.