B.08 Attachment 0001 - Statement of Work.pdf

1 January 26, 2025

STATEMENT OF WORK

RANGE 27, OPM-SANG

PROJECT NUMBER: 24-KSA-23 DATE: 12/26/2024

2 January 26, 2025

TABLE OF CONTENTS

SECTION

1. GENERAL INFORMATION

1.1 CUSTOMER

1.2 PROJECT OBJECTIVES

1.3 WORK HOURS

1.4 PERIOD OF PERFORMANCE

2. SCOPE OF WORK

2.1 PRE-CONSTRUCTION SUBMITTALS

2.2 ROAD WASHOUT REMEDIATION

2.3 STORM WATER PREVENTION

2.4 TRANSFORMER PROTECTION

3. DELIVERABLES

3.1 AS BUILTS

3.2 WARRANTIES

4. LIST OF REFERENCES AND SPECIFICATIONS

1.1 CUSTOMER

OPM-SANG

1.2 PROJECT OBJECTIVES

1.2.1 Range 27:

Necessary for OPM-SANG training and efficiency of military personnel. Range is used for heavy vehicle and aviation firing. The Contractor shall perform all work mentioned in this Statement of Work (SOW). Major erosion has occurred due to improper water mitigation. Range shall be operational at end of project.

1. GENERAL INFORMATION

3 January 26, 2025

1.2.2 Location:

The project site is located at Khashm Al Aan, Riyadh, Kingdom of Saudi Arabia

(KSA).

1.3 WORK HOURS

Regular work shall be performed Sunday through Thursday. Work hours within Range 27 shall be between 0700 and 1600 hours. Work during KSA and US holidays are not allowed. Activities requiring formal inspection cannot be schedules during KSA and US holidays. Contractor may submit a waiver request to the Contracting Officer (KO) requesting temporary approval to work beyond the regular working hours. The waiver request shall be submitted in writing at minimum seven (7) calendar day in advance of the proposed work. Contractor shall ensure work conducted outside of regular working hours is still open/exposed such that Government can inspect work during regular working hours. Approval of the waiver will only be provided, if the work is deemed necessary and found to be in the best interest of the Government. The Contractor shall proceed to schedule work during these periods only after receiving written approval from the KO.

1.4 PERIOD OF PERFORMANCE

All work (design and construction) must be completed, and the facility is ready for occupancy no later than one hundred twenty (120) calendar days after Notice to Proceed (NTP) is issued.)

The work herein includes road reconstruction and construction water mitigation channels to prevent range erosion. Plan for potential low water crossings for deteriorated access roads that have encountered rainwater washout over the past years. Water trenching and deflection shall also be constructed parallel to the range to guide rainwater in the direction of low water crossings or away from the range.

Additional construction of overhead protection and visibility of all electrical transformers located within the range shall be constructed. This is to provide visual awareness of transformer locations during direct and aviation live fire exercises.

Provide blast protection from any potential live fire rounds and direct rainwater to mitigate the amount of pooling at the base of the transformer foundation.

Remediation of eroded transformer bases must also be conducted. All stated quantities are required to be field verified.

2. SCOPE OF WORK

4 January 26, 2025

2.1 PRE-CONSTRUCTION SUBMITTALS

2.1.1 Site Grading and Road Reconstruction Plan

- Contractor is to present a plan on how they plan to remediate damaged range roads and reconstruct all damaged roads on the range. Contractor is to present the plan to the COR and is required to get approval before any construction can start.

2.1.2 Storm Water Mitigation Plan

- Contractor will provide a detailed planned on how they plan to prevent future erosion of the range from storm water runoff. Plan shall include remediation of the ditch to the north of the site, water flow survey and plan to reduce future water erosion on the range.

COR approval on the plan is required prior to the start of any construction work.

2.1.3 Transformer Protection Plan

- Contractor shall present a plan on how to protect the transformers from direct and aerial munitions.

The protection shall be for rounds up to 105mm size and allow for easy access for maintenance. Transformer protection shall be easily identifiable with clear and bright markings and include IR beacons.

2.1.4 Quality Control Plan (QCP)

- Contractor will provide a Quality Control Plan to the approval of the COR prior to any construction activities commencing. QCP must containing and adhere to the following.

Construction Material Testing: Materials that will be installed on the site will be tested and adhere to IBC 2018 codes, and any additional standards stated in the SOW. An accredited independent material tester must confirm that all the materials used are adhering to the material requirements laid out in the regulations provided. Submittals of these testing and materials shall be provided and approved by the COR prior to material installation.

Inspection and Testing Plans: The Contractor shall adhere to the Inspection and Testing Plans as outlined in the IBC including but not limited to IBC Appendix K and IBC Chapter 17 and the relevant sections of the SOW. The Contractor is responsible for providing comprehensive documentation of all installed materials. Additionally, the Contractor must allow the COR to inspect these materials and work done prior to proceeding with further work or covering the installed areas. All mechanical and electrical systems must be tested by a 3rd party licensed engineer before any remedial actions are undertaken. Following remediation, these systems must be re-tested, and the results submitted to the COR for review and approval. At least a 48 hour notice must be given to the COR prior to inspection.

Non-Conformance Management: The Contractor shall implement a Non-Conformance Management process to identify, document, and address any deviations from project specifications and quality standards. Upon detection of a non-conformance, the Contractor must immediately report the issue to the COR and document it in a Non- Conformance Report (NCR). The Contractor is required to develop and implement corrective actions to resolve the

5 January 26, 2025 non-conformance and prevent its recurrence. All corrective actions must be approved by the COR prior to implementation. Additionally, a follow-up inspection shall be conducted to ensure compliance with the project specifications and quality standards. All records related to non-conformance, including corrective actions and verification of compliance, must be maintained and made available for review by the COR.

- The Quality Control Plan must be presented and approved by the COR prior to any construction or mobilization efforts occurring.

2.1.5 Communication Management

- The Contractor shall establish and maintain an effective Communication Management plan to ensure clear and timely exchange of information among all project stakeholders. The Contractor is responsible for facilitating regular weekly meetings and updates with the Contracting Officer's Representative (COR) to discuss project progress, address any issues, and make necessary adjustments to the project plan. All communications should be documented and distributed to relevant parties. Additionally, the Contractor shall provide written reports summarizing project status, risks, and key decisions to the COR on a weekly basis or as requested by the COR. The Communication Management Plan must be presented and approved by the COR prior to any construction or mobilization efforts occurring.

2.1.6 Submittal Plans

- Prior to the start of construction, contractor must provide a plan to the COR that details the items they plan to purchase and install with manufacturer submittals, notify the COR of any expected lead times longer than 2 weeks, and provide a detailed plan for road reconstruction, transformer protect systems and water mitigation canal plan. COR approval is needed prior to any work commencing on the scopes mentioned.

2.1.7 Inspection Plans

- The Contractor shall submit a comprehensive Testing and Inspection Plan to the

Contracting Officer's Representative (COR) for review and approval prior to the commencement of any construction activities. Approval of this plan is mandatory before any construction work begins.

- The contractor must adhere to the attached inspection plan and add any additional inspections they believe may come up.

- Inspection Requirements:

Pre-Cover Inspections: The Contractor is required to conduct inspections of all installed materials before they are concealed or otherwise become inaccessible. These inspections must verify that all installations meet the required standards and specifications.

Approval Process: The Contractor shall not proceed with subsequent phases of construction without obtaining written approval from the COR following each inspection. This includes any work along the designated construction path.

Inspection Plan: The Inspection plan must include detailed outline broken down by CLIN (Contract Line-Item Number). Please see attached inspection plan for required inspection and approvals.

- The Contractor must provide the COR with a minimum of 48 hours' notice prior to the required inspections. This notice period is essential to allow the COR sufficient time to

6 January 26, 2025 schedule and perform the necessary inspections without causing delays to the construction timeline.

- Failure to adhere to the approved Inspection and Testing Plan, or to obtain the required approvals from the COR, may result in work stoppages, rework, or other contractual remedies as deemed appropriate by the Government. The Contractor is responsible for maintaining thorough documentation of all inspections and approvals as part of the project records.

2.1.8 Mobilization Plan

- Mobilization for the project site shall be complete within 30 days following the issuance of the Notice to Proceed (NTP). Prior to the NTP, the contractor must present the Mobilization Plan which shall include the Temporary Structures Plan, Safety Plan, Environmental Plan, Storm Water Pollution Prevention Plan (SWPPP), and the Site Layout Plan. Additionally, the plan must provide a detailed list of all personnel who will be present on-site, along with the required documentation necessary to secure access for laborers to the Khashm Al Aan (KAA) facility.

2.2 Road Washout Remediation

2.2.1 Restore sections of the north side roads 1, 2, 3, 4 (See appendix for label of roads).

- Road needs to be restored to Unified Facilities Criteria (UFC) 3-250-0 and UFC 3-

250-03 standards.

- Roads need to match material, level and direction of previously installed roads.

2.2.2 Subgrade

- Utilize in-situ materials if they meet the compaction and stability requirements.

- Remove deleterious material (roots, organic matter, large rocks) exceeding 3 inches (75

mm) in diameter or as directed by the COR.

- Scarify the top [6 to 12 inches] (150 to 300 mm) of subgrade soil.

- Remove and replace any unstable or unsuitable material.

- Moisture conditions the subgrade to within ±2% of optimum moisture.

- Compact to [95% of maximum dry density] per ASTM D698.

2.2.3 Aggregate Base Course

- Conform to AASHTO M 147 for well-graded aggregate.

- Typical gradation:

100% passing 1-1/2" (37.5 mm) sieve 35–60% passing No. 4 (4.75 mm) sieve 0–12% passing No. 200 (75 µm) sieve

- Place the aggregate base course in lifts not exceeding [6 inches] (150 mm) in compacted thickness.

- Spread materials uniformly and avoid segregation of fines.

- Compact each lift to [95% of maximum dry density] per ASTM D698 or AASHTO T 180.

- Maintain moisture content near optimum during compaction.

7 January 26, 2025

- Verify compaction with in-place density tests at frequencies designated in the Quality Control Plan.

2.2.4 Surface Course

- Use a top layer of finer aggregate meeting project graduation requirements (e.g., 3/4-inch max size) to minimize dust and facilitate compaction.

- Ensure sufficient fines (4%–12% passing No. 200 sieve) to aid in binding and dust control.

- Finished surface shall be free from ruts, depressions, or other irregularities exceeding [±1 inch] (25 mm) in 10 feet (3 m).

- Ensure positive cross-slope or crown (4%) for adequate surface drainage.

- Roadway surface must compose of similar materials with the provision that a suitable riding surface can be provided.

2.3 Storm Water Prevention

2.3.1 Subgrade Excavation and Shaping

- Remove debris and regrade ditch following original path. Ensure any washed-out areas are regraded and ditch contains a negative slope moving the water from east to south.

- Remove any roads that cut through the path of the ditch.

- Remove unsuitable materials (e.g., organic soils, debris) and dispose of as directed.

2.4 Transformer Protection

2.4.1 Transformer Protection

- Transformers located within range are exposed to incoming ammunitions and elements with limited force protection made of surrounding sandbags and soil mound. Transformers require overhead structural protection from potential blast and weather deterioration along with labeling (paint and/or flagging) for prevention of impact and gunner awareness due to incoming rounds.

- There are 6 transformers that must be protected. Please see appendix for the grid locations.

- Structure shall consist of minimum concrete thickness of 8”-10” with rebar reinforcement within concrete molding.

- Structure should range from base of preconstructed mound to 10’ in height allowing minimum clearing height of 5’above transformer for crane access and maintenance.

- Structure will meet UFC standards: UFC 3-550-01

- Top of structure shall include a sloped exoskeleton for rainwater deflection and runoff.

- Lower structure shall consist of a 2’ depth and length of concrete structure footing with 1’ frontal and rear overlap dug within the current protective

8 January 26, 2025 mound with.

- IR reflectors are required for aerial and night recognition around newly constructed transformer protection. Structure shall be coated with bright, acknowledgeable paint for daytime visibility against indirect fire. Similar colors to VS 17 Panels.

- Provide bituminous damp proofing to concrete surface in direct contact with soil.

2.4.2 Requirements

- Remove previously installed sandbags and repair soil mound washout areas.

Mostly focused near transformer foundation that shows erosion under slab.

- Create level surface of mound and add footing for proposed concrete structure foundation.

- Overhead concrete protection for transformers can be cast or sectionally installed.

- Provide bituminous damp proofing to concrete surface in direct contact with soil.

- Add visibility paint and IR reflectors.

2.5 MISCELLANEOUS

Access and General Protection/Security Policy and Procedures. The contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the Contracting Officer’s Representative (COR). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the local installation’s Security Forces, Director of Emergency Services or local Security Office. The contractor shall ensure compliance with all personal identity verification requirements as directed by DoD, HAF and/or local policy. Should the Force Protection Condition (FPCON) change, the Government may require changes in contractor security matters or processes.

For Contractors that do not require CAC but require access to a DoD Facility and/or Installation. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (AFI 10-245, AFI 31-101 and AFMAN 31-113), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

3 DELIVERABLES

9 January 26, 2025

3.1 AS BUILTS

As built drawings shall be delivered upon completion of construction to reflect changes. As built drawings must be submitted no later then 14 days after completion of construction.

3.2 WARRANTIES

The contractor will provide warranty for parts and installation. Provide comprehensive documentation of all inspections, tests, maintenance, and repairs conducted throughout the project.

10 January 26, 2025

• International Building Code (IBC) 2018

• Includes requirements referenced in IBC Appendix K and IBC Chapter 17 for

Inspection and Testing Plans.

• ASTM Standards

• ASTM D698 and ASTM D698/D1557 – Standard Test Methods for Laboratory

Compaction Characteristics of Soil Using Standard Effort.

• American Association of State Highway and Transportation Officials

(AASHTO) Standards

• AASHTO T 180 – Standard for Testing the In-Place Density of Soil-Aggregate

Materials.

• AASHTO M 147 – Specification for Well-Graded Aggregate for Pavement

Structures.

• AASHTO M288 – Standard Specification for Geotextile Materials.

• AASHTO Guide for Design of Pavement Structures – Fourth Edition (1993).

• Unified Facilities Criteria (UFC)

• UFC 3-250-0 and UFC 3-250-03 – Standards applicable to road reconstruction and remediation.

• UFC 3-550-01 – Standard for transformer protection (structural requirements).

• U.S. Army Corps of Engineers (EM) Manuals

• EM 1110-2-1601 – Standards for Riprap installation, interlock, and thickness requirements.

Additional Reference Documents

• Contech Engineered Solutions: "Articulated Concrete Block Design," CE News, August 2010.

• Federal Highway Administration (FHWA):

• Bridge Scour and Stream Instability Countermeasures: Experience, Selection and Design Guidance, Third Edition, Volume 2, Hydraulic Engineering Circular No. 23, FHWA-NHI-09-112 (2009).

• Iowa Highway Research Board: Low-Water Stream Crossings in Iowa: A Selection and Design Guide (2003).

• Natural Resources Conservation Service (NRCS): Conservation Practice Standard for Stream Crossings, NE-T.G. No. 578, Notice 635, Section IV (December 2011).

• U.S. Department of Agriculture (USDA) Forest Service: Low-Water Crossings: Geomorphic, Biological and Engineering Design Considerations, 0625 1808-SDTDC (October 2006).

B. Acronyms

• AASHTO – American Association of State Highway and Transportation Officials

4 LIST OF REFERENCES AND SPECIFICATIONS

11 January 26, 2025

• AFI – Air Force Instruction

• (e.g., AFI 10-245 and AFI 31-101)

• AFMAN – Air Force Manual

• (e.g., AFMAN 31-113)

• ASTM – American Society for Testing and Materials

• CAC – Common Access Card

• CLIN – Contract Line-Item Number

• COR – Contracting Officer’s Representative

• DoD – Department of Defense

• EM – U.S. Army Corps of Engineers Engineering Manual (as referenced in EM

1110-2-1601)

• FPCON – Force Protection Condition

• FHWA – Federal Highway Administration

• IBC – International Building Code

• IR – Infrared

• KO – Contracting Officer

• MNG – (Used in context with “MNG Range Operations”)

• NCIC-III – National Crime Information Center Interstate Identification Index

• NTP – Notice to Proceed

• OPM-SANG – (Customer Name/Agency)

• QSCP – Quality Control Plan (referred to as QCP in this document)

• SWPPP – Storm Water Pollution Prevention Plan

• TSDB – Terrorist Screening Database

• UFC – Unified Facilities Criteria

• VS – (Reference to “VS 17 Panels” indicating a specified product or visibility standard)

• KSA – Kingdom of Saudi Arabia

BUNKER FOOTING LIMITS

EXISTING MOUND

TRANSFORMER

EXISTING MOUND

BUNKER FOOTING

INDIRECT FIRE BUNKER

TRANSFORMER FOUNDATION

TRANSFORMER

EXISTING MOUND

BUNKER FOOTING

INDIRECT FIRE BUNKER

TRANSFORMER FOUNDATION

TRANSFORMER

EXISTING MOUND

BUNKER FOOTING

INDIRECT FIRE BUNKER

TRANSFORMER FOUNDATION

OIC:

Drawn By:

Surveyed By:

Survey Date:

Plot Date:

Sheet Number:

Sh ee t N am e:

Pr oj ec t N am e:

NCOIC:

LO

C

AT

IO

N : E

TA

M

W

R

N

BG

C :\U se rs

\n 2t ae w db \D oc um en ts

\4

\P ro je ct s\

KS

A R an ge

7\

C

AD

D \R an ge

D W

G .d w g

PL

O

TT

ED

: 2 5-

Se p-

5:

:2

25 SEP 2024

LA

V

R

AN

G E

CPT EDGARDO

ZAVALETA

1LT TRENTON LIBERTY

DD MMM YYYY

V-002

CPT WAVERLY BALDWIN

TR

AN

SF

O

R M

ER

B

U N

KE

R

R

EV

R

EV

IS

IO

N

D

ES

C R

IP

TI

O N

D

AT

E:

A B C D E F G H

I

0T

H E

NG

INE

ER

BR

IG

AD

E

SU

RV

EY

D

ES

IG

N

Bu ildi ng

Ca mp Bu eh rin g ♦ Ku wa it ♦

Ph on e:

(31

8)

4-2

2 ♦ R

IY

AD

H , K

SA

; 2

4-

KS

A-

SUBJECT TO TRANSFORMER DEPTH

AP

PR

O X.

' M

IN

O

VE

R

H

EA

D C

LE

AR

AN

C

EAPPROX. 8"-10"

W/REBAR

1' FOOTING

OVERHANG

2' FOOTING

SUBJECT TO MOUND DEPTH

SUBJECT TO TRANSFORMER WIDTH

AP

PR

O X.

' M

IN

C

LE

AR

AN

C

E 2'

SUBJECT TO BUNKER WIDTH

APPROX. 8"-10"

W/REBAR

SUBJECT TO TRANSFORMER WIDTH

AP

PR

O X.

' M

IN

O

VE

R

H

EA

D C

LE

AR

AN

C

E 2'

APPROX. 8"-10"

W/REBAR

FRONT VIEW

REAR VIEW R. SIDE VIEW

AP

PR

O X.

W /R

EB

AR2' 2'

SU

BJ

EC

T

TO

M

O U

N D

D

EP

TH

1' FOOTING

OVERHANG

TOP VIEW

NOTE: FINAL ROAD DIA. AND

SHAPE WILL BE BASED ON

STRUCTURED ANALYSIS

SUBJECT TO TRANSFORMER DEPTH