New Bomb Design and Build SOW.pdf

STATEMENT OF WORK

FOR

Hawthorne Army Depot (HWAD) New Bomb Design and Build

1.0 Project Description

1.1 Background

Hawthorne Army Depot (HWAD) provides essential ammunition storage, distribution, and demilitarization services. Supporting the Joint Munitions Warfighter, HWAD maintains stocks of conventional and critical munitions and oƯers rapid deployment capabilities. The depot prioritizes safety, security, environmental stewardship, and sound management practices. The New Bomb Open Detonation Range (ODR) is a critical component of HWAD’s operations

1.2 Objective

To rehabilitate and/or redesign three existing stormwater detention basins at the New Bomb ODR to withstand a 500-year flood event, restoring their original design capacity and ensuring the continued safe and eƯective management of stormwater runoƯ and potentially hazardous waste.

1.3 Project Scope:

1.3.1 Design Rehabilitation of Existing Stormwater Controls at the New

Bomb Open Detonation Range (ODR): Following a separate UXO remediation, the contractor will design basin structures and the possible addition of a fourth basin, to withstand a 500-year flood event and must retain water from a 100-year event or the worst storm event on record for the area . All basin berms should be earthen construction, limiting the amount of rip rap used to the maximum extent possible. This encompasses the design, preparation of construction documents, and any necessary permitting support for the rehabilitation/redesign of the stormwater detention system.

1.3.2 Hydrologic/Hydraulic Analysis: Contractor to utilize the existing New Bomb H&H Study to develop and evaluate various rehabilitation options for each existing basin, considering cost-eƯectiveness, environmental impact, and ease of implementation and ease of maintenance.

1.3.3 Survey: Contractor to utilize recent survey and survey data to develop design and plans for stormwater controls at the HWAD ODR.

2.0 Attached Documents:

2.1 HWAD NEW BOMB Drainage Improvements Project- Geotechnical Investigation Report (pdf)

2.2 HWAD-NewBomb - ExistingHydroBase - 070224-ExHydroSoilsGroups (pdf)

2.3 HWAD-NewBomb - ExistingHydroBase - 070224-Hydrology BasinsControlPoints

(pdf)

3.0 Requirements

3.1 Program Management Requirements

3.1.1 DI-MGMT-81797, AG401: Prepare and submit a Program Execution and Management Plan including a preliminary schedule within 30 days of contract award. The PEMP shall include, at a minimum, a statement of objectives; key activities and milestones (including subtasks); a subcontracting plan; an execution team arrangement with clear division of roles and responsibilities; a plan for project execution risk and mitigation; a list of long-lead procurement items; a plan for obtaining and maintaining all necessary permits, project documentation, safety, environmental, real property, and maintenance (MAXIMO) requirements.

The PEMP must include an overall complete baseline Integrated Master Schedule (IMS), with critical path in MS Project and PDF formats. A complete Integrated Master Schedule (IMS) with a full Work Breakdown Structure (WBS) for all program requirements due within 30 days of contract award. Contractor shall submit monthly IMS updates reflecting PEMP, updates and changes for USG comment and approval. All PEMP changes aƯecting the IMS Critical Path must be identified and submitted for approval.

3.1.2 DI-ADMN-81249B, AG402 and DI-ADMN-81505, AG003: Prepare and submit

Meeting Agendas and Meeting Minutes for Integrated Project Team (IPT) meetings. The Contractor shall submit to the Government a Meeting Agenda (DI-ADMIN-81249B, AG402) no less than three (3) days prior to IPT meetings.

Contractor to provide Meeting Minutes (DI-ADMN-81505, AG403) from IPT meetings no later than five (5) days after IPT meetings.

3.1.3 Host a Kick-oƯ Meeting within 30 days of contract award to review Program and Execution Management Plan (PEMP) and Preliminary Baseline Integrated Master Schedule (IMS).

3.1.4 Conduct Bi-Weekly Integrated Project Team (IPT) meetings with

Government personnel to keep team apprised of project progress, including project execution, issues, schedule impacts, etc. Schedule performance will be reviewed and discussed during the IPT meetings. Agendas for these meetings will meet the 3.1.2 requirements.

3.1.5 DI-TMSS-81677, AG408: Contractor to provide operation and maintenance manuals, training manuals, training reports, and CMMS updates for all equipment installed. Contractor to provide final clearance certification statement. Contractor is required to provide training for operations and maintenance personnel, which will facilitate safe and proper operation of all new equipment. Manuals, training documents, and CMMS updates shall be included with the Final Report.

3.1.6 DI-SESS-81757A, AG406 and DI-SESS-81757A, AG407: The contractor will provide the Government with Design Specifications for each system. The contractor will also provide the Government As-Built drawings for each design in this SOW.

3.1.7 DI-SESS-80294B, AG409 and DI-TMSS-81677, AG408: Contractor shall develop new Preventative Maintenance records and procedures using the OEM and O&M documents and training manuals. CMMS updates shall be included with the Final Report.

3.1.8 DI-MNTY-81217 and DI-SESS-81639A, AG410: Contractor shall prepare and submit a Warranty Performance Report and a Warranty Comprehensive listing (in excel format) to be included in the Final Report and added to the

CMMS.

3.1.9 DI-ADMN-80447A, AG404: Prepare and submit a Final Report. The Final

Report shall include a detailed description of work performed under this statement of work; copies of all deliverables; before and after pictures of work performed; a technical register of material and equipment procured and/or installed; product warranties; preventative maintenance plans and computerized maintenance management record creation requirements;

record of real property management requirements; the final IMS showing WBS actuals, and a letter to the HWAD Administrative Contracting OƯicer

(ACO) and HWAD Facilities Operations Specialist (FOS) requesting a final walk-through and acceptance of project requirements.

3.1.10 DI-ADMN-81373, AG405: Contractor shall host a Final Close-Out Meeting and provide a Final Close-Out Brief to IPT no later than ten (10) business days after the submission of the Final Report.

3.2 Project Technical Requirements

Section 1 Design Phase:

3.2.1 Detailed Design Plans: Prepare detailed design plans, including:

Grading plans showing sediment removal extents.

Erosion and sediment control plans.

Basin structural repair details (if necessary).

Specifications for materials and construction methods.

3.2.2 Restoration plans: Design to consider ease of maintenance and repair to reduce time and cost for sediment removal from the basins on scheduled time intervals or after a rain event. Design should prioritize minimizing the use of rip-rap to facilitate ease of long-term maintenance.

3.2.3 Rehabilitation Options: Develop and evaluate various rehabilitation options for each basin, considering cost-eƯectiveness, environmental impact, and ease of implementation and maintenance. Options may include excavation, enlargement of existing basins, addition of fourth basin, dredging, or other sediment removal techniques.

3.2.4 Long-Term Maintenance: Designs must consider long-term

maintenance requirements, including accessibility for inspection and cleaning. Minimize maintenance needs where possible. Design should prioritize minimizing the use of rip-rap to facilitate ease of long-term maintenance.

3.2.5 The Contractor shall schedule and conduct design reviews at the following intervals, 35%, 90%, and Final design. The Contractor shall submit design documents for review at the specified intervals, and incorporate USG comments and feedback into subsequent design iterations.

Section 2 Build Phase:

3.2.6 Execution of Approved Design Plans: The Contractor shall perform all labor, furnish all materials, and provide all equipment necessary to implement the stormwater system design as detailed in the approved Engineering Drawings and technical documents (SOW 3.2.5).

Contractor responsible for all construction and oversight requirements in the approved Basin Restoration Design (SOW 3.2.5)

3.3 General Requirements: The Contractor shall comply with all applicable Federal, State, and Local statutes and regulations, including those outlined in the HWAD Operating Contractor Performance Work Statement (PWS). The Contractor shall ensure worksite cleanliness, protect existing assets, minimize disruption to HWAD operations, and adhere to OSHA and Nevada OSHA standards.

All work shall be documented and reported as required by HWAD procedures. The Contractor shall decommission temporary construction facilities and restore the site to its original condition, implementing appropriate erosion control measures.

All property records and documentation must meet ARMY regulations and HWAD PWS requirements.

4.0 Deliverables

4.1.1 DI-MGMT-81797, AG401 – Provide a Program Execution and Management Plan and Integrated Management Schedule (SOW 3.1.1)

4.1.2 DI-ADMN-81249B, AG402 – Meeting Agendas (SOW 3.1.2)

4.1.3 DI-ADMN-81505, AG403 – Meeting Minutes (SOW 3.1.2)

4.1.4 DI-TMSS-81677, AG404– Final Report (SOW 3.1.9)

4.1.5 DI-ADMN-81373, AG405 – Final Close-Out Brief (SOW 3.1.10)

4.1.6 DI-SES-81757A, AG406– Design Specifications for each system (SOW 3.1.6)

4.1.7 DI-SES-8175A, AG407 – As Built Drawings (SOW 3.1.6)

4.1.8 DI-SESS-80294B, AG409 – Maintenance Records showing procedures and training (SOW 3.1.7)

4.1.9 DI-MNTY-81217 and DI-SESS-81639A, AG410– Warranty Performance

Reports (SOW 3.1.8)

4.1.10 DI-SAFT-81563, AG411 – Accident Reports (SOW 10.1.1)

4.1.11 DI-MISC-80093, AG412 – DD Form 1342 (SOW 11.1.)

4.1.12 DI-MISC-80093, AG413 – DD Form 1354 Master Checklist (SOW 11.1.2)

5.0 Notification requirements: The Contractor shall immediately notify the ACO and

PM/COR of any critical issues that may aƯect contract performance, human health, or the environment. This includes, but is not limited to, health risks, spills, changes in critical personnel, and the discovery of Unexploded Ordnance (UXO). For UXO discoveries, the Contractor shall follow established HWAD protocols (to be provided).

Verbal notification of critical issues shall be followed by written notification as soon as practical. The Contracting OƯicer will notify the Contractor of any noncompliance or condition posing a risk to health or safety, requesting immediate corrective action.

Failure to promptly address such issues may result in a stop-work order, without entitlement to contract adjustments.

6.0 Change Authorization

6.1.1 The Procuring Contracting OƯicer (PCO) is solely authorized to change the terms of this agreement.

7.0 Permit Requirements

7.1.1 The contractor shall develop, coordinate, and assist in applying for and obtaining all Federal, State, Local, Installation and other applicable permits, access (including oƯ-base easements and leases), agreements, licenses, and certifications required to perform and complete this SOW. The contractor shall maintain a file of these documents and provide copies of them with the DI-ADMN-81373, AG405, Final Report.

7.1.2 Potential Permits include but are not limited to: Excavation Permit; Welding, cutting, and Hot Work Permit; Electrical Work Permit; Confined Space Permit; Elevated Work Permit; Dust Permit (per Nevada Department of Environmental Protection); Surface Area Disturbance Permit (NDEP); and Construction Stormwater Permit (NDEP). Contractor responsible for any costs associated with permits.

7.2 Period of Performance

7.2.1 The Period of Performance (PoP) for this contract will be twelve (12) months after contract award.

8.0 Government Furnished Equipment and Property

8.1 Final Report

8.1.1 The US Government expects Unlimited Rights in the final report, all process drawings, procedures, reports, and project documentation delivered under paragraphs 3.0-4.0 as defined in the contract by the clause “Rights in technical data – Noncommercial items,” DFARS 252.227-7013. Accordingly, the final report, drawings, procedures, and project documentation delivered under paragraphs 3.0-4.0 shall not include any restrictive legends or markings. Vendor-specific drawings and equipment data used to develop the final project report, drawings, procedures, and project documentation shall be consolidated in a separate severable binder.

8.1.2 Any licensing requirements shall be the property of the U.S. Government.

8.1.3 All design documentation and associated engineering reports will be the property of the U.S. Government.

9.0 Environmental

9.1 Environmental Compliance

9.1.1 All contractors/vendors performing work or supplying services/equipment for

HWAD are required to comply with all applicable Federal, State, Local, and Installation Environmental Regulations.

9.1.2 Contractors shall take all necessary measures to prevent air pollution, water pollution, and storm water pollution on HWAD.

9.1.3 HWAD’s Operating Contractor shall provide dumpsters for regular construction debris and recyclable dumpsters for metal debris as required by the HWAD Construction Debris Management Plan. All scrap metal (non-hazardous waste or recyclable material) shall be disposed of by placing in the appropriate supplied scrap metal recycle bin.

10.0 Site Safety (FAR, clause 52 236-13)

10.1 Safety Reporting and Site Preparation

10.1.1 DI-SAFT-81563, AG411: Safety Incident Report shall be submitted when-ever there is personnel injury necessitating more than 1 day lost time and/or $10,000 in damage to property/equipment.

11.0 Real Property and Computerized Maintenance Management

11.1 DI-MISC-80093, AG412: The Contractor shall submit DD Form 1342 or other designated form for each piece of General Equipment (personal property) acquired/fabricated/refurbished/purchased under the contract awarded pursuant to this SOW, UFC 1-300-08, and AR-420-1. The total price on the form(s) must be supported and traceable to the contract price for recording assets into the Accountable Property System of Record, and for fiduciary and auditability requirements.

11.2 DI-MISC-80093, AG413: The Contractor shall submit DD 1354 Master Checklist Excel Spreadsheet with OEM, O&M, technical documents and cut sheets to HWAD

Maintenance Control to update the CMMS system with Preventative Maintenance schedules and all other maintenance requirements.

12.0 Security

12.1 The highest security classification for the project is UNCLASSIFIED.

13.0 Standard Design Criteria

All Applicable Unified Facilities Criteria (UFC) and Unified Facilities Guide Specifications (UFGS), including, but not limited to, the following:

DA Pamphlet 385-64, Ammunition and Explosives Safety Standards DODI 4140.62, Material Potentially Presenting Explosive Hazard OSHA Regulations and Process Safety Management Procedures National Electric Code (NEC) Uniform Building Code (UBC) UFC 1-200-01, General Building Requirements UFC 3-210-01A, Area Planning, Site Planning, and Design UFC 3-210-10, Low Impact Development UFC 3-230-01 (FAA Advisory Circular 150 5320-5C), Surface Drainage

Design UFC 3-301 -01, Structural Engineering DA PAM 385-10, 4-4 – Job Hazard Analysis DA PAM 385-30 – Risk Analysis