SOW Purchase and Installation of Standby Power Generators with Automatic....pdf

DIRECTORATE OF PUBLIC WORKS

PUERTO RICO ARMY NATIONAL GUARD TRAINING CENTER GARRISON

CAMP SANTIAGO AND FORT ALLEN

16 July 2020

FOR OFFICIAL USE ONLY // UNCLASSIFIED

STATEMENT OF WORK DPW-FY20

PREPARED BY

SGT Antonio Colon Rivera Engineer Technician

APPROVED BY

LTC Jose E. Velazquez Carlo

Chief, Directorate of Public Works

Purchase and Installation of Standby Power Generators with Automatic and Manual Transfer Switch for Camp Santiago Joint Training Center (CSJTC)

DPW-SOW-FY20

TABLE OF CONTENTS

CHAPTER 1 GENERAL

1-1 BACKGROUND

1-2 PURPOSE AND SCOPE

1-2.1 List of Required Activities

1-2.2 Milestones

1-2.3 Limits and Exclusions

1-2.4 Location of the Project Site

1.2-5 DELIVERABLES/SUBMITTALS

1.2-6 Work Schedule

1.2-7 Quality Control Plan

1.2-8 Safety Plan

1.2-9 List of Employees

1.2-10 Payment Instructions

1.2-11 Materials

1.2-12 Technical Drawings and Specifications

1.3 CONDITIONS

1.4 SAFEGUARD OF GOVERNMENT PROPERTY

1.5 CYBERSECURITY

1.6 GLOSSARY

1.7 REFERENCES

2 SCOPE OF WORK /PERFORMANCE WORK STATEMENT

2.1 TECHNICAL REQUIREMENT

2.1-2 STANDBY POWER GENERATOR

2.1-3 AUTOMATIC TRANSFER SWITCH

2.1-4 PIPES

2.1-5 METAL / CONCRETE BOLLARD

2.2 EXPECTED DURATION

2.3 WARRANTEE AND EFFICIENCY

2.4 CURRENT JOB SITE CONDITIONS

3 ADDITIONAL INFORMATION

3.1 MAPS

3.2 POINTS OF CONTACT

APPENDIX A STANDARS OF PRACTICE

A-1 PRECONSTRUCTION MEETING

APPENDIX B

Construction Quality CONTROL/ASSURANCE GUIDANCE

B-1 QUALITY CONTROL PLAN

B-1.1 QUALITY ASSURANCE OFFICER

B-1.2 QUALITY CONTROL MANAGER (QCM)

B-1.3 SPECIALISTS

B-1.4 TESTING OF MATERIALS

B-1.5 DESIGN BUILD

B-1.6 OSHA REQUIREMENTS

APPENDIX C GLOSSARY

C-1 ACRONYMS

APPENDIX D REFERENCES

FIGURES

Concrete Filled Bollard Typical Detail

Location of Camp Santiago

Location of Project Sites in the installation, ORTHOPHOTO 2020, NTS, Source Google Maps

TABLES

No table of contents entries found.

CHAPTER 1 GENERAL

1-1 Background

The Puerto Rico Army National Guard shall contract the services of a certified professional or company capable of complying with the standards set forth in order to responsibly bid the contracted labor as specified in this scope of work. The Directorate of Public Works (DPW) has identified the need to Purchase and Installation of Standby Power Generators with Automatic and Manual Transfer Switch for Camp Santiago Joint Training Center (CSJTC). This new construction project is necessary for operations in an uninterrupted way in case of loss of electrical power for various essential building.

1-2 Purpose and Scope

The purpose of this project is the Purchase and Installation of Standby Power Generators with Automatic and Manual Transfer Switch for Camp Santiago Joint Training Center (CSJTC) to improve quality of services, provided and add level of insurance to CSJTC main buildings routine and emergency operations. The project includes:

One 125KW Standby diesel Generator, one automatic transfer switch and one manual transfer switch for States Property and Fiscal Office of Puerto Rico (USPFO-PR) – CSJTC Office, Building 769 and Public Affairs Satellite Office Building 770 located at CSJTC, Salinas, PR.

One (1) 300KW Standby diesel Generator, one automatic transfer switch and one manual transfer switch for CSJTC Troop Medical Clinic Bldg. 589 and Unaccompanied Housing Bldg. 593 located at CSJTC, Salinas,PR.

One (1) 60KW Standby diesel Generator, one automatic transfer switch and one manual transfer switch for Bulk Fuel Distribution Point Bldgs. 650, 651 and 652 located at CSJTC, Salinas, PR.One 125KW Standby diesel Generator, one automatic transfer switch and one manual transfer switch for States Property and Fiscal Office of Puerto Rico (USPFO-PR) – CSJTC Office, Building 769 and Public Affairs Satellite Office Building 770 located at CSJTC, Salinas, PR.

One (1) 125KW Standby diesel Generator, one automatic transfer switch and one manual transfer switch for CSJTC Directorate of Logistics (DOL), Bldgs.

28A, 32 and 33, Bldg. 23 Billeting Office, and Bldg. 24 Material Warehouse located at CSJTC, Salinas, PR.

All Power Generators will be mounted over a reinforced 16’ x 8’ (Approximately) concrete slab and will be protected by metal/ concrete bollards.

Supply and install one Automatic Transfer and one manual transfer switch Switch

- NEMA 3R enclosure for each of the power generators at their designated locations.

Installation of required PVC pipes, copper grounds rods, circuit breakers, silencer kit, sub base fuel tank dual wall, battery charger, Galvanized Steel pipe, Service entrance conductors, Service cap, cablings and electrical panels for each of the power generators at their designated locations.

Duration of project, to include procurement and installation of long lead items, should not exceed 120 days from the issuance of the notification to proceed.

1-2.1 List of Required Activities

Site inspection to confirm that the equipment to be installed meets the building’s needs.

The CONTRACTOR will meet the COR in Camp Santiago building 769, Salinas, PR to visit all installation sites and discuss pertinent details.

Identify the utilities that are adjacent to the project and could be affected.

Prepare Excavation and Rigging Plan.

- 36’’ to 48’’ Excavation

- Lock out and Tag Out (LOTO) Procedure

- Traffic Control (Barricades, etc...)

- Equipment Inspection and Certification

- Crane Annual Inspection

- Personnel Certification

Build 16’ x 8’ (Approximately) Concrete Slab.

Supply and install Electrical pipes.

Supply and install one Automatic Transfer Switch.

Supply and install Power Generator.

Inspection, testing and turn in.

1-2.2 Milestones

Receipt of Service Order or Purchase Order and coordination of preconstruction meeting by KO/COR with CONTRACTOR.

Execution of preconstruction meeting and joint site assessment between KO/COR, CONTRACTOR and requiring activity.

Coordination of personnel relocation from target sites and handover of facilities to CONTRACTOR by KO/COR.

Start of Work

Construction activities as specified by construction unit or CONTRACTOR.

35% Inspection

65% Inspection

100% Inspection and Punch-List Certification

End of Work, payment certification, facilities turn-in to tenant.

1-2.3 Limits and Exclusions

Work must be performed during regular Camp Santiago and Fort Allen operational hours, Monday thru Friday, 7:30am to 4:00pm. The CONTRACTOR must coordinate with the KO for authorization to conduct early start or after-hours operations. No work shall be performed prior to 6:00am nor after 7:00pm or after night-fall without authorization.

1-2.4 Location of the Project Site

The location of the service required is at Camp Santiago, Salinas PR (various locations).

1.2-5 Deliverables/Submittals

CONTRACTOR will comply with the following submittal to be included but not limited to:

Occupational Safety and Health Plan stamped by Camp Santiago Safety Office.

CONTRACTOR Quality Control Surveillance Plan.

Technical Submittals (details, technical specifications, or special requirements).

Evidence of Material Compliance with Buy American Act. Purchase date of materials cannot predate preconstruction meeting.

Need individual employee DD369 Police Record Check for requesting and receiving installation access memorandum.

Company and Personnel Qualifications.

1.2-6 Work Schedule

The CONTRACTOR shall provide a work scheduled which will include a projected day by day schedule from start to finish detailing how the project is expected to progress. The schedule shall be broken down by deliverables following a work breakdown structure. The project schedule shall include projected dates for each tasks, duration, relation between the tasks, task weight in relation to the rest of the project, and whether or not the task is critical or non-critical.

The CONTRACTOR shall identify tasks that require extensive coordination with tenant or facility managers in order to provide sufficient time for accommodations.

The CONTRACTOR shall include inspections of major features of work as part of the schedule, to include site visits. The CONTRACTOR shall account for the delivery of long-lead items, non-work days due to Federal and State holidays, delivery of submittals, administrative tasks, and any other related activities that may impact overall completion of the project.

The CONTRACTOR shall not exceed the Period of Performance established in the contract.

The Work Schedule shall be turned-in within 15 days from the date of the preconstruction meeting in projects exceeding 30 days of duration.

1.2-7 Quality Control Plan

The CONTRACTOR shall provide a Quality Control Plan (QCP) explaining how enforcements of standards of trade and good practices will be achieved. Refer to APPENDIX B Quality Control Plan Guidance, for additional information.

The Quality Control Plan shall be turned-in within 15 days from the date of the preconstruction meeting in projects exceeding 30 days of duration.

1.2-8 Safety Plan

The CONTRACTOR shall provide a Safety Plan, reviewed and stamped by the Camp Santiago Safety Office within 10 days of contract start date to the COR. The Safety Plan must assess inherent risks associated with the type of labor to be executed, risk reduction controls, and courses of action in the event of accidents or incidents related to the construction activities.

The Safety Plan will include methods for establishing the job site perimeter, marking, boundaries, detours (if applicable), personal protective equipment, among other risk reduction controls.

The Safety Plan will include a Medical Evacuation Plan for employees suffering injuries as a result of the labor conducted. The Medical Evacuation Plan shall include at minimum:

Actions to be executed from the point of injury, through assessment of the injured personnel, to transportation to the nearest civilian medical clinic or hospital.

Primary and alternate points of contact for actions.

Designated vehicle for transportation.

The Safety Plan will also include list of orientations or safety briefings to personnel on site, frequency of the orientations, and rosters of personnel taking the briefings.

The installation will not be responsible for accidents, mishaps, injuries, equipment loses, or any other collateral damages resulting from lack of knowledge by personnel in the jobsite. Any injuries sustained by personnel employed under the CONTRACTOR will be the sole responsibility of the CONTRACTOR.

CONTRACTOR shall name a Safety Supervisor with at least an OSHA 40 hour training certification. Provide a copy of the certificate to the COR within 5 days of contract start day. The Safety Supervisor is expected to conduct routine safety inspections to ensure compliance with installation Safety Office Standing Operating Procedures, Construction Safety Plan, and OSHA requirements. Mobilization to the site will be conditioned to the Safety and Health Plan submittal.

Contractor shall protect all existing property from damages. Any damaged property and/or utilities shall be restored to its original condition or replaced by the Contractor.

1.2-9 List of Employees

The CONTRACTOR shall furnish a list of all personnel, by trade, who will be working in the project. The CONTRACTOR will complete and submit a Police Record Check using DD Form 369 for each employee (including supervisors) who will require continuous access to the installation.

The CONTRACTOR will consolidate all DD Forms 369 and submit them to the COR. Submittal of the DD369 does not automatically constitutes approval for installation access.

The CONTRACTOR will be informed of personnel not authorized to access the installation. The CONTRACTOR may request a copy of the installation memo for records.

In the event of access for the purpose of delivering materials, the CONTRACTOR is responsible for notifying within 48 hours of the expected delivery. The CONTRACTOR is then responsible for escorting the delivery from the installation point of access (or main gate) to the project site and then out of the installation. The CONTRACTOR will be held for any and all damages, accidents, or incidents caused by all subcontracted or material delivery personnel.

If the CONTRACTOR subcontracts personnel to achieve a task or service, the CONTRACTOR will be responsible for the compliance of requirements to gain installation access authorization.

1.2-10 Payment Instructions

The CONTRACTOR shall submit their invoices utilizing Wide Area Workflow (WAWF). WAWF is the accepted electronic method for the submission of payment requests and receiving reports.

1.2-11 Materials

The CONTRACTOR shall submit a list of all materials to be used or installed as part of the SOW. The CONTRACTOR will ensure compliance with the Buy American Act for all materials in which the BAA is applicable, and will provide evidence of compliance or Buy American Act Compliant (BAAC) certification. The submittals for materials to be used and/or install shall include place of origin and proof of compliance. Approvals for exceptions to the Buy American Act must be first requested for approval from the KO through the COR.

Submittals for materials must be approved prior to installation or construction by the KO. The Government will not be responsible for materials and inherent costs related to installation of materials without an approved submittal. Contractor must account for material approval, purchase, and delivery into their work timeline.

1.2-12 Technical Drawings and Specifications

The CONTRACTOR shall provide a list of technical drawings, guides and specifications of building alterations, new constructions, major improvements, or any new material or equipment to be installed as part of the SOW.

The CONTRACTOR will submit technical drawings and specifications for installation/fabrication of structural components, major constructions, to include foundations, walls, steel structures and any major alterations stamped and certified by a Licensed Professional Engineer with sufficient experience in the related labor or type of construction.

1.3 Conditions

A site visit is mandatory by the CONTRACTOR to verify and assess the nature and extent of the existing conditions and any special difficulties to be encountered. CONTRACTOR shall verify current existing conditions of the job site to include additional requirements, materials, and labor to meet this scope of work. CONTRACTOR shall comply with all laws, ordinances, regulations and rules of government agencies having jurisdiction including but not limited to OSHA, EPA, and EQB. CONTRACTOR shall complete all work in compliance with Federal and State laws and codes including but not limited to: ACI, AISC, ASTM, AWS, IBC 2018, and ANSI/ASCE

7-10.

The CONTRACTOR is responsible for the training, medical surveillance, monitoring, and necessary personal protective equipment (PPE) for their personnel. CONTRACTOR shall complete all work in accordance with this Scope of Works (SOW) and/or Project Drawings attached with this SOW.

Failure to include a task(s), the absence/omission of a task in the bill of materials, or failure to include tasks as defined in the SOW in the CPM by the contractor, will not constitute an authorization for not performing according to the SOW.

Delimitate, mark and protect the boundaries of the area. Install signage in accordance with applicable regulations. Dispose of all equipment in compliance with all current Local, State, and Federal regulations. Provide all manifestos as evidence.

Any crane truck or lifting equipment used for the installation works shall be inspected and certified as required by applicable regulations. Ensure full compliance with OSHA (CFR 1926) regulations as applicable, as well as any other applicable regulation and Federal or State law. Any imposed penalty by Federal or State Agencies as a result of failure to comply with applicable regulations will be paid by the Contractor with no charges to PRNG.

CONTRACTOR shall demonstrate that damages occurring during performance of work are not due to either negligence nor provoked by their personnel. Contractor must report all damages to real property and government furnished equipment no later than 24 hours of occurrence.

Unreported damages identified during final inspection will be assumed as occurred under the responsibility of the contractor and the contractor must therefore replace/repair the damages to a state acceptable by the inspector.

All material and equipment shall be supply and installed according to ANSI, NEMA, UL, and ASTM. The Davis Bacon Act and the Buy American Act applies to this project.

1.4 Safeguard of Government Property

The CONTRACTOR is responsible for safeguarding State and Federal Government Property, to include facilities, utilities, furniture, vehicles, and other Government Owned Equipment in the vicinity of or inside the project site. The contractor will report all damages that occur during the period of performance, whether or not this were directly or indirectly caused, by the contractor employees. The time period for reporting damages is within 24 hours of the incident. All pre-existing damages must be reported prior to start of labor to the COR.

1.5 Cybersecurity

All control systems (including systems separate from an energy management control system) must be planned, designed, acquired, executed, and maintained in accordance with UFC 4-010- 06, and as required by individual Service Implementation Policy.

1.6 Glossary

Appendix B contains acronyms, abbreviations, and terms.

1.7 References

Appendix C contains a list of references used in this document. The publication date of the code or standard is not included in this document. Unless otherwise specified, the most recent edition of the referenced publication applies.

2 SCOPE OF WORK /PERFORMANCE WORK STATEMENT

2.1 Technical Requirement

2.1-1 Concrete Slab

Concrete mix should be designed to be no less of 3,000 PSI at 28 days, with a height no less than 4 inches from surface. Width and length dimensions are subject to selected Power Generator, it should be approximately 16’ x 8’ and should extend to provide the minimum space for metal/ concrete bollards. Concrete will be reinforced rebar size and grid separation proportional to the size of the slab, providing no less than 3 in clearing distance from face of the slab. The ground must be properly prepared to include removal of all vegetation and soil compaction to provide a firm base for the slab. The concrete slab will have a 7’ x 6.5’ concrete wall approximately for the automatic transfer switch to be installed.

2.1-2 Standby Power Generator

- One (1) Single phase, 120/240 volts, 60 Hz Frequency, 125KW Standby diesel Generator, one automatic transfer switch and one manual transfer switch for States Property and Fiscal Office of Puerto Rico (USPFO-PR) CSJTC Office, Building 769 and Public Affairs Satellite Office Building 770 located at CSJTC, Salinas, PR (refer to Standby Power Generator Bldg 769-Layout). The 125K

Standby Power Generator shall be similar to the following model: KOHLER 85REOZJ4 or CAT D100S. The generator shall possess Low Sulfur Diesel. Storage double wall tank 400 Gal capacity and provide at least 72 continuous hours at 50% load and Sound

Attenuated Enclosure.

- One (1) Three phase, 120/208 volts, 60 Hz Frequency, 300KW Standby diesel Generator, one automatic transfer switch and one manual transfer switch for CSJTC Troop Medical Clinic Bldg. 589 and Unaccompanied Housing Bldg. 593 located at CSJTC, Salinas, PR(refer to Standby Power Generator MEDCOM 589_593-Layout). The 300K Standby Power Generator shall be similar to the following model: KOHLER 300REOZJ or CAT DE300SE0. The generator shall possess diesel fuel storage double wall tank 800 to 1,000 Gal capacity: The generator must provide at least 72 continuous hours at 50% load and Sound

Attenuated Enclosure.

- One (1) Single phase, 120/240 volts, 60 Hz Frequency, 60KW Standby diesel Generator, one automatic transfer switch and one manual transfer switch for Bulk Fuel Distribution Point Bldgs. 650, 651 and 652 located at CSJTC, Salinas, PR (refer to Standby Power Generator Bulk Fuel Distribution Point Bldg. 650, 651, 652 Layout). The generator shall possess diesel fuel storage double wall tank 800 to 1,000 Gal capacity: The generator shall possess Low Sulfur Diesel.

Storage double wall tank 400 Gal capacity and provide at least 72 continuous hours at 50% load and Sound Attenuated Enclosure.

- One (1) Three phase, 120/208 volts, 60 Hz Frequency, 125KW Standby diesel Generator, one automatic transfer switch and one manual transfer switch for CSJTC Directorate of Logistics (DOL), Bldgs. 28A, 32 and 33, Bldg. 23 Billeting Office, and Bldg. 24 Material Warehouse at CSJTC Salinas, PR. (refer to Standby Generator Directorate of Logistics (DOL) Bldgs. 28A, 32 and 33, Bldg.

23 Billeting Office, and Bldg. 24 Material Warehouse DOL Layout). The generator shall possess diesel fuel storage double wall tank 800 to 1,000 Gal capacity: The generator shall possess Low Sulfur Diesel. Storage double wall tank 400 Gal capacity and provide at least 72 continuous hours at 50% load and Sound Attenuated Enclosure.

2.1-3 Automatic Transfer Switch

- One125KW Standby diesel Generator for States Property and Fiscal Office of Puerto Rico (USPFO-PR) CSJTC Office, Building 769 and Public Affairs Satellite Office Building 770 shall have one (1) automatic transfer switch with 400 Amp

Capacity with NEMA 3R Enclosure (Bldg. 769) (similar to the following models: ASCO 185 or 300 Series) and one (1) manual transfer switch with 400Amp Capacity with NEMA 3R Enclosure (Bldg. 770) (similar to the following models: ASCO 300 Series).

- One (1) 300KW Standby diesel Generator for CSJTC Troop Medical Clinic Bldg.

589 and Unaccompanied Housing Bldg. 593 shall have one (1) automatic transfer switch with 800 Amp capacity with NEMA 3R Enclosure (similar to the following models: ASCO 185 or 300 Series) and one (1) manual transfer switch 800 Amp Capacity with NEMA 3R Enclosure (similar to the following models: ASCO 300

Series).

- One (1) 60KW Standby diesel Generator for Bulk Fuel Distribution Point Bldgs.

650, 651 and 652 shall have one (1) automatic transfer switch with and one (1) manual transfer switch 200 Amp capacity with NEMA 3R Enclosure.

- One (1) 125KW Standby diesel Generator for CSJTC Directorate of Logistics (DOL), Bldgs. 28A, 32 and 33, Bldg. 23 Billeting Office, and Bldg. 24 Material Warehouse shall have one (1) automatic transfer switch with and one (1) manual transfer switch 400 Amp capacity with NEMA 3R Enclosure.

2.1-4 Pipes

States Property and Fiscal Office of Puerto Rico (USPFO-PR) (bldg.769 and bldg. 770)

- Distance from Standby Generator to Automatic Transfer Switch (Bldg. 769 and 770)

From Standby Generator to Automatic Transfer Switch (bldg. 769) - Approx.

20 ft

From Standby Generator to manual Transfer Switch (Bldg. 770) - Approx.

137 ft

- Pipes buried at a depth of not less than 36 ''.

- Underground pipes at minimum diameter of 3 '' PVC SCH 40

- Pipes installed in trenches on sand or rock-free soil.

- Distance between pipes at least 3’’.

- "ATTENTION ELECTRICAL CABLES” tape signaling for underground excavations at least 12’’ below ground level.

- Spare pipe installed from concrete pole to each transfer switch.

Troop Medical Clinic Bldg. 589 and Unaccompanied Housing Bldg. 593

- Distance from Standby Generator to Automatic Transfer Switch

From Standby Generator to Automatic Transfer Switch Bldg. 589 - Approx.

80 ft

From Standby Generator to Automatic Transfer Switch Bldg. 593- Approx.

115 ft

- Distances from MDP to existing Building Distribution Panel:

From MDP to Bldg. 589- Approx. 2 ft

From MDP to Bldg. 593- Approx. 32ft

- Pipes will be buried at a depth of not less than 36 ''.

- Underground pipes will be a minimum diameter of 3 '' PVC SCH 40

- Pipes will be installed in trenches on sand or rock-free soil.

- Distance between pipes will be at least 3’’.

- "ATTENTION ELECTRICAL CABLES” tape signaling for underground excavations At least 12’’ below ground level.

- Spare pipe will be installed from concrete pole to each transfer switch

Bulk Fuel Distribution Point Bldgs. 650, 651 and 652

- Distance from Standby Generator to Automatic Transfer Switch

From Standby Generator to Automatic Transfer Switch - Approx. 3 ft

- Pipes will be buried at a depth of not less than 36 ''.

- Underground pipes will be a minimum diameter of 3 '' PVC SCH 40

- Pipes will be installed in trenches on sand or rock-free soil.

- Distance between pipes will be at least 3’’.

- "ATTENTION ELECTRICAL CABLES” tape signaling for underground excavations At least 12’’ below ground level.

Directorate of Logistics (DOL), Bldgs. 28A, 32 and 33, Bldg. 23 Billeting Office, and Bldg. 24 Material Warehouse

- Distances from MDP to existing Building Distribution Panel:

From MDP to Bldg. 023- Approx. 278 ft.

From MDP to Bldg. 024- Approx. 215 ft

From MDP to Bldg. 028A- Approx. 110 ft

From MDP to Bldg. 032- Approx. 52 ft

From MDP to Bldg. 033- Approx. 40 ft

- Pipes will be buried at a depth of not less than 36 ''.

- Underground pipes will be a minimum diameter of 3 '' PVC SCH 40

- Pipes will be installed in trenches on sand or rock-free soil.

- Distance between pipes will be at least 3’’.

- "ATTENTION ELECTRICAL CABLES” tape signaling for underground excavations At least 12’’ below ground level.

2.1-5 Metal / Concrete Bollard

Approved bollards are constructed of structural steel pipe filled with concrete. The steel pipe should have an outside diameter of 8-in, 1/2-in wall. The bollards should extend 3

ft. above the ground level from a continuous footing with minimum width of 2 ft. The bollards should be positioned 3 ft. apart on center. See Figure 1-1 for example

Concrete Filled Bollard Typical Detail

2.2 Expected Duration

Completion of this project should not exceed a total of 120 calendar days after emission of the Notice to Proceed. Preconstruction meeting does not necessarily constitutes a Notice to Proceed, and its purpose is to establish the delivery dates for required submittals prior to beginning of construction activities. Should the contractor assess that additional time is required, the contractor must request an extension during the preconstruction meeting. This extension is subject to review and approval by the KO.

2.3 Warrantee and Efficiency

- Power Generator, Transfer Switch and major electric equipment

Two (2) Years or 2,000 hours against defective parts and workmanship.

2.4 Current Job Site Conditions

When applicable, the following section provides current job site conditions of the area in which the project will be conducted. Information provided in this section does not replace the mandatory site visit required by the CONTRACTOR prior construction start date.

3 ADDITIONAL INFORMATION

3.1 Maps

The project site is located in the Puerto Rico Army National Guard Camp Santiago Joint Training Center, a military installation located south of Puerto Rico. Access to Camp Santiago Joint Training Center is gained through PR-154, Intersection with Hwy 1, KM

89.5 in Salinas, Puerto Rico.

Location of Camp Santiago

Location of Project Sites in the installation, ORTHOPHOTO 2020, NTS, Source Google Maps

3.2 Points of Contact

The following are the CORs point of contact:

SGT Antonio Colon-Rivera DPW Engineer (Project Designer) Directorate of Public Works Bldg. 55, Camp Santiago, Salinas PR 00751 Office: 787-289-1400; ext. 7054

Cell: 787-204-2224 Email: dpwcolon@gmail.com

Argenies E. González García

CPT, EN

Projects Officer Directorate of Public Works Bldg. 55, Camp Santiago, Salinas PR 00751 Office: 787-289-1400; ext. 7054 Cell: 787-587-6408 Email: argenies.e.gonzalezgarcia.mil@mail.mil mailto:dpwcolon@gmail.com mailto:argenies.e.gonzalezgarcia.mil@mail.mil

APPENDIX A STANDARS OF PRACTICE

A-1 PRECONSTRUCTION MEETING

All services and constructions conducted within the premises of Camp Santiago require a preconstruction meeting prior to beginning of construction activities with the CONTRACTOR, the QCM, and the COR. The meeting shall go over the following:

Project Overview, scope, intent and desired end state, to include expectations, submittal requirements, authorized materials, compliance with Buy American Act, guidelines, limits and extensions.

CONTRACTOR shall verify current existing conditions of the job site to include additional requirements, materials, and labor to meet this scope of work.

CONTRACTOR shall comply with all laws, ordinances, regulations and rules of government agencies having jurisdiction including but not limited to OSHA, EPA, and

EQB.

CONTRACTOR shall perform all work in compliance with Federal and State laws and codes including but not limited to: ACI, AISC, ASTM, AWS, IBC 2018, and ANSI/ASCE

7-10.

CONTRACTOR is responsible for effective management of the worksite to include assurance of construction to required standards of trade.

The CONTRACTOR is responsible for safeguarding State and Federal Government

Furnished Equipment. The CONTRACTOR shall report all damages that occur during the period of performance, whether or not this were directly or indirectly caused, by the

CONTRACTOR employees. The time period for reporting damages is within 24 hours of the incident. All pre-existing damages must be reported prior to start of labor.

CONTRACTOR shall include insurances such as workmen compensation, general liability, auto insurance as well as municipal taxes and patents.

The CONTRACTOR is responsible for the training, medical surveillance and monitoring of their employees.

APPENDIX B

CONSTRUCTION QUALITY CONTROL/ASSURANCE GUIDANCE

B-1 QUALITY CONTROL PLAN

The project shall include a Quality Control plan. This QCP includes the personnel needed for quality control. The CONTRACTOR is responsible for: (1) producing the quality product on time and in compliance with the terms of the contract; (2) establishing and utilizing a construction quality control program of the scope and character necessary to achieve the quality of construction outlined in the contract; and (3) producing and maintaining acceptable records of its quality control activities.

B-1.1 QUALITY ASSURANCE OFFICER

The Quality Assurance Officer is a person appointed by the requiring activity, or customer, and the Directorate of Public Works. QAO is responsible for administering audit of labor and deliverables which have already been checked by quality by the CONTRACTOR quality control manager (QCM). The QAO is responsible for conducting scheduled and unscheduled quality assurance inspections to ensure construction is performed in accordance with the requiring activity or customer. The QAI shall not be required to make exhaustive or continuous inspections to check the quality or quantity of the Work nor shall the QAO be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions or programs, or for CONTRACTOR's failure to perform construction work in accordance with the statement of work and contractual documents.

B-1.2 QUALITY CONTROL MANAGER (QCM)

Will be in charge of the Quality control. Must be at all time in the project. Must have a notary power granted by the CONTRACTOR to stop the work at any moment due to deficiencies in methodology and/or construction work. The QCM will meet the following requirements:

Must have at least (5) five years of experience in project management and inspections.

His resume must be included in the QCP and must be approved by owner.

QCM will submit a QC plan and a QC organization chart with resumes for key personnel.

No activity shall commence until this QC plan is approved.

Must organize a weekly, biweekly or as requested by owner meeting. QCM will redact a minute for record.

Must keep record on every submittal and will be responsible for the record of all material and equipment installed in a log.

Must submit a weekly report with percentages and photos of the development of the project.

At the beginning of the project QCM will submit a progress schedule with a critical path management for QA approval. This progress schedule will be updated every month with the breakdown for payment. In the absence of the schedule the application for payment won’t be processed.

QA will require the QCM a two weeks ahead with all tasks defined.

At the beginning of every task the QCM will perform a meeting among the stakeholders and contracted personnel to establish the rules and the requirements for the task.

Example: concrete pouring time, pipe routes and beddings, equipment tests, excavation permits and coordination, electrical or water shutdowns, etc. This meeting will be coordinated with QA National Guard Personnel. QA personnel can request the QCM and the CONTRACTOR for additional task meetings when they understand there is not enough information or the task requirements are not clear.

QCM will be responsible to coordinate with every specialist their visits and their written certifications.

QCM will be responsible of files and record keeping. At the end of the project files will be delivered to the National Guard.

B-1.3 SPECIALISTS

The QC plan must include a list of the specialists. Every Specialist must have at least (5) five years of experience in related projects. The professional must prove proficiency in the area of specialty. A license does not constitute prove of proficiency it must be accompanied by proof of experience.

Every specialty in construction (i.e. electrical, mechanical, structural, surveying, OSHA, etc.)

must be certified by a professional engineer in that discipline. A copy of resume with the experience and certifications must be included for every professional.

These specialists must visit the project and verify that the progress of work is according to codes and drawings.

Each Specialist will certify every task. For example: a Professional engineer with structural background will certify the rebar is installed according to drawings before concrete is poured, a professional engineer with civil works background will certify the bedding for a pipeline before it is installed. Until that written certification is presented no concrete pouring will be allowed.

At the end of the project every one of them will submit a written certification that the project has been constructed according to codes, drawings and specifications.

Qualifications of the staff will match the control requirements of the plan and an individual’s qualifications must be adequate for the duties assigned.

B-1.4 TESTING OF MATERIALS

At least two laboratories for the testing of materials must be submitted. These laboratories must be certified by a federal agency.

The laboratory personnel must be present in every soil compaction, must collect concrete samples for every concrete pouring, environmental test and clearances. Cost for additional testing must be itemized in the QC Plan case the QA personnel request additional testing.

Slump test equipment and qualified personnel for its use will be always in the project.

B-1.5 DESIGN BUILD

When a portion of the project is design/build qualifications for the personnel in charge of that activity must be submitted. Professionals with no experience in the area will not be allowed. A list of previous projects must be submitted in a Resume. Progress meetings for the design will be made at 35% and 70%. No design will be accepted without KO approval.

B-1.6 OSHA REQUIREMENTS

A weekly safety meeting will be conducted. Proof of that meetings must be submitted.

Safety meetings will be prepared by an OSHA certified professional. The contents of that meetings will be prepared according to the specific task involved in the project. QCM will be responsible for enforcing the compliance of this requirements. All liability for accidents in the project site will be the CONTRACTOR’s responsibility.

The CONTRACTOR is responsible for the training, medical surveillance, monitoring, and necessary personal protective equipment (PPE) for their personnel. Ensure full compliance with title 29 Code Federal Regulation (CFR) Part 1910.1025, 29 CFR Subpart I- Personal Protective Equipment (29 CFR 1910.132/133/134), 29 CFR 1910.1200, EQB Regulations for the Control of Mitigation Activities of Lead-Based Paint (Rule 59701570) and any other OSHA and Environmental Protection Agency (EPA) regulation as applicable.

A written certification of having complied with the training and medical requirements specified above will be submitted to the contracting officer including copy of the medical clearance for respirator users. Medical records of the CONTRACTOR's employees will not be submitted.

APPENDIX C GLOSSARY

C-1 ACRONYMS

AFCEE Air Force Center for Engineering and the Environment

BIA Bilateral Infrastructure Agreement

DoD Department of Defense

HQUSACE Headquarters, U.S. Army Corps of Engineers

HNFA Host Nation Funded Construction Agreements

NAVFAC Naval Facilities Engineering Command

OSHA Occupational Safety and Health Administration

PII Personal Identifiable Information

SOFA Status of Forces Agreements

UFC Unified Facilities Criteria

U.S. United States

APPENDIX D REFERENCES

UNIFIED FACILITIES CRITERIA

Unified Facilities Criteria: http://www.wbdg.org/ccb/browse_cat.php?o=29&c=4

UFC 1-200-01, DoD Building Code

UFC 4-010-01, DoD Minimum Antiterrorism Standards for Buildings

UFC 4-020-01, DoD Security Engineering Facilities Planning Manual

UFC 4-021-02, Electronic Security Systems

UFC 1-200-02 High Performance and Sustainable Building Requirement.

Regulation num. 7796 for the Certification of Renewable Energy Systems.

UFC 3-400-01 Energy Conservation.

UFC 4-720-01 Lodging Facilities.

UFC 3-410-01 Heating, Ventilating, and Air Conditioning Systems.

UFC 3-420-01 Plumbing Systems

UFC 3-530-01 Interior and Exterior Lightning Systems and Controls.

ACI, American Concrete Institute

AISC M018 & M019, American Institute of Steel Construction Steel Construction Manual, Manual of Steel Construction Load & Resistance Factor Design - Volume I Structural Members, Specifications, & Codes; Volume II Connections.

ASSE 1264.1, American Society of Safety Engineers, Safety requirements for workplace floor and wall openings, stairs and railing systems.

ASCE 7-98, American Society of Civil Engineers, Minimum design loads for buildings and other structures.

ASTM, American society for Testing and Materials.

http://www.wbdg.org/ccb/browse_cat.php?o=29&c=4

AWS, American Welding Society.

EPA, Environmental Protection Agency

FAR, Federal Acquisition Regulation

IESNA, Illuminating Engineering Society of North America, Lighting Handbook Reference & Application.

NEC, National Electric Code

NESC, National Electric Safety Code

NFPA 70, National Electric Code

Occupation Safety and Health Administration (OSHA) Safety and Health Standards (29 CFR 1910).

International Building Code (IBC)

American Society of Heating, Refrigerating, and Air-Conditioning Engineers (ASHRAE)