N3319122R4002 - Attachment 1 - PTS.pdf

Design Build Maritime Operations Center

Antisiranana Naval Base, Madagascar

RFP

October 2021

PERFORMANCE TECHNICAL

SPECIFICATIONS

TABLE OF CONTENTS

COVER PAGE -------------------------------------------------------------------------------------------------------

TABLE OF CONTENTS ------------------------------------------------------------------------------------------- LEGEND: ACRONYMS AND DEFINITION------------------------------------------------------------------

1. PROJECT DESCRIPTION ------------------------------------------------------------------------------- ---

1.1 General

Design-Build Procedure Design Acceptance and Construction Authorization

1.2 Scope of Project

CLIN 001 – Renovate the Maritime Operation Center CLIN 002 – Provide Generator

Design Assumptions/Current conditions Site Work and Temporary Facilities

1.3 Project Signage

1.4 Procedure

1.5 Contract Milestones

2. PROJECT OBJECTIVES ------------------------------------------------------------------

2.1 Mission Statement

2.2 Facility Function

2.3 Project Specific

Sustainable Design Energy Conservation

2.4 Appropriate Design

2.5 Workflow Process

Hours of Operation Staffing/Occupancy

3. SITE ANALYSIS -----------------------------------------------------------------------------

3.1 Existing Site Conditions

Natural Constraints Man Made Constraints

3.2 Site Development Requirements

Site Overview Facility Footprint

Utilities Site Drainage Site Clearing Construction Access / Lay-Down Area Signage

3.3 Site Photos Existing Conditions

CLIN 001 – Maritime Operations Center OPTION 1 – Generator

4. BUILDING REQUIREMENTS--------------------------------------------------------------

4.1 Space Requirements

4.2 Exterior Character

4.3 Lightning Protection System

5. ROOM REQUIREMENTS-------------------------------------------------------------------

5.1 Detailed Room Requirements

5.2 Grounding System

6. GENERAL WORK REQUIREMENTS ---------------------------------------------------

6.1 Reference Standards

6.2 Work Requirements

6.3 Design Guidance

6.4 Engineering Technical Specifications

6.5 Submissions

Concept Design Submittal Final Design Submittal Construction Schedule Cost Proposal/Schedule of Prices Quality Control Plan Safety Plan / Accident Prevention Plan Interim / Construction Submittals Completion Submittals

6.6 Construction Guidance

6.7 Certifications, Licenses, Permits, Fees, etc.

6.8 Coordination

6.9 Vegetation Control

6.10 Responsibility of Materials

6.11 Safety and Protection

6.12 Spill Contingency Plan

6.13 Special Site Conditions

6.14 Cleaning

6.15 Legal and administration Requirements

Taxation Omissions from Specifications Authority to make contract changes Schedule of Prices Payment

7 ENGINEERING SYSTEMS REQUIREMENTS---------------------------------------

A10 FOUNDATIONS

B10 SUPERSTRUCTURE

B20 EXTERIOR ENCLOSURE.

B30 ROOFING.

C10 INTERIOR CONSTRUCTION

C20 STAIRS

C30 INTERIOR FINISHES

D20 PLUMBING

D50 ELECTRICAL

G10 SITE PREPARATION

G20 SITE IMPROVEMENTS

G30 SITE CIVIL/MECHANICAL UTILITIES

G40 SITE ELECTRICAL UTILITIES

8 ENGINEERING TECHNICAL SPECIFICATIONS----------------------------------

SECTION A10: FOUNDATIONS

SECTION B10: SUPERSTRUCTURE

SECTION B20: EXTERIOR ENCLOSURE

SECTION B30: ROOFING

SECTION C10: INTERIOR CONSTRUCTION

SECTION C20: STAIRS

SECTION C30: INTERIOR FINISHES

SECTION D20: PLUMBING

SECTION D50: ELECTRICAL

SECTION G10: SITE PREPARATION

SECTION G20: SITE IMPROVEMENTS

SECTION G30: SITE CIVIL/MECHANICAL UTILITIES

SECTION G40: SITE ELECTRICAL UTILITIES

ATTACHMENT: ANTSIRANANA MOC FINAL DESIGN DOCUMENTS

LEGEND: ACRONYMS AND DEFINITIONS

As used throughout this solicitation/contract:

Contracting Officer [KO] is the Government’s representative in charge for executing the contract and responsible for any amendment.

Contractor is for the Offeror that has been awarded the contract COR stands for the Contracting Officer Representative, who is a qualified Government employee appointed by the KO to assist in the technical monitoring or administration of a contract.

D/B contract stands for Design and Build contract, which means that the contractor shall first provide a complete and executable design matching the specifications of this document and then implement the construction in accordance with said design.

DOD stands for U.S Department of Defense.

ESR stands for Engineering System Requirements Government stands for the Government of the United States of America (U.S.A) HVAC stands for Heating, Ventilation and Air Conditioning NAVFAC EURAFCENT stands for Naval Facilities Engineering Command Europe, Africa and Central Asia; it is the Government’s executive agent for construction.

NTPC stands for Notice to Proceed with the Construction.

NTR stands for Navy Technical Representative, who is in charge to monitor the performance of work under the contract and is an accountable official for purposes of certifying payments Offeror is any constructor that submits a bid Project Manager [PM] is the Government’s technical representative in charge for managing the project (scope, cost, and schedule) from design authorization to closeout PTS stands for Performance Technical Specifications RFP stands for Request for Proposal RFQ stands for Request for Quotation SF stands for Government’s Standard Form; this acronym is followed by a number identifying what contract action the form is intended for SOW stands for Statement of Work: it is the detailed description of the work activities, deliverables and timeline the contractor will execute against in performance of specified work TEB stands for the Government Technical Evaluation Board in charge to receive, accept and evaluate the technical offers

TR stands for Technical Requirements and shall be used interchangeable with Performance Technical Specifications (PTS) within this document.

Maritime Operations Center (MOC) WON: 1628050

1 PROJECT DESCRIPTION

1.1 GENERAL

This Performance Technical Specification (PTS) is for a design-build construction project to renovate an existing abandoned office space into a Maritime Operations Center (MOC). The contractor shall take these provided NAVFAC designs as guidance and then create new design documents to meet and match the desired end state.

The existing office space located above the Base Commander's office will be renovated to demolish interior walls, build a classroom and watch floor, and replace the roof of the building wing. Full designs have been provided for this renovation end state in the Attachment at the end of the RFP.

Design and construction shall be in accordance with International building codes, local Madagascar construction codes, standard industry practice, and the technical requirements of this document. This project is located at the Malagasy Naval Base at Antisirinana, Madagascar.

The project site is located at approximate coordinates: 12.274220, 49.285659

FIGURE 1 – PROJECT LOCATION

Design-Build Procedure

Construction will be performed through a Design-Build contract utilizing a pre-existing NAVFAC in-house design as concept guidance. The contractor shall be responsible for the full technical design documents and drawings as well as the construction. The construction phase shall start only after approval and acceptance of the contractor’s design.

The design shall be developed by qualified design professionals, either consistently employed in the contractor’s company or working for a design firm hired by the contractor for the purpose of this project.

The electrical and communications work shall be implemented by a qualified contractor or sub-contractor installer in full compliance with applicable Madagascar country codes.

Design Acceptance and Construction Authorization

All design documents need to be signed and stamped by a Madagascar licensed engineer or architect, and by official appointed representative of Ministry of Defense. Notice to proceed will be given by the contracting officer. The construction permit or authorization shall be given by the Ministry of Defense.

1.2 SCOPE OF PROJECT

The intent of the project is to support the Madagascar Navy Base’s operational capacity through the renovation of their Maritime Operations Center.

The contractor shall furnish all necessary design, labor, materials and supervision to provide complete and usable facilities including but not limited to: Structural, Architectural, Mechanical, Electrical, and Fire Protection Engineering design services and other disciplines as required. Refer to the attachments, a full design is provided for reference. The contractor shall use the design as reference and make its own.

Bid Guidance This project is separated into distinct portions of work called a Contract-Line-Item-Number. The contractor shall provide prices for each CLIN item in accordance with the following delineation:

CLIN 001 – Renovate the Maritime Operation Center.

1. Demolish the existing interior walls to create open area for new layout. Construction debris shall be taken and discarded off base.

2. Built new walls to create the classroom and watch floor per the provided designs.

3. Demolish and replace the existing roof of the wing of the building per the provided attached designs.

4. Plaster and paint existing interior walls and ceiling.

5. Provide Vinyl Composition Tile throughout

6. Provide Electrical to include, but not limited to:

1. Provide temporary service for the use of all trades during construction.

2. Emergency lighting system.

3. Complete electrical distribution system for light and power, from point of service through distribution system to panels and all outlets and devices. Provide power adjacent to each workstation. Refer to A-102 in attachments. Conduit and boxes must be surface mounted at existing construction.

4. Provide all necessary disconnect switches, junction boxes, conduit and wiring.

5. Provide main distribution panelboard.

6. Provide all lighting fixtures.

7. Provide and install auxiliary and communication systems

(Telecom, Phone and internet)

8. Provide new electrical control panel; Connect to 4 pole connection junction box.

10. Provide UPS for computers; provision of sufficient power for current loads; building grounding, interior lighting and power in the MOC space (including split A/C units).

11. Communications – provide drops for multiple workstations and interior distribution.

12. Provide electric meter to service MOC space.

7. Provide new split system HVAC units

8. Provide new doors and windows.

9. Renovate bathrooms (2) with new toilet, sink, and faucet fixture. Clean walls and grout, and paint.

10. Replace faucet fixtures with new in sink area. (7, 50MM stub-outs)

OPTION 1 – Provide prime power rated generator:

82 kVA, 400/230 Volts, 3-phase generator Provide Slab for generator Provide 4 galvanized pipe filled with concrete bollards at corners of slab

Provide automatic transfer switch ‘ATS’ two interlocked 4 pole CB, with Ground bus. Connect to existing pole transformer.

Overall Site Plan Layout

KEYNOTES

1. MOC renovation location. Renovation is located on the 2nd floor in this approximate location.

2. Pole mounted transformer. Electrical power point of connection (overhead)

3. Approximate Location of generator in existing parking area. The final pad size must be verified with the actual generator purchased. MOC power shall be independent of the rest of the building. It shall be connected to city power and the generator.

4. Approximate location of toilet facilities to be renovated in adjacent building;

existing male and female toilet rooms each consisting of one toilet and one sink. Work includes replacing fixtures in kind, cleaning walls, grout and painting.

Coordinate fixtures with existing connections.

5. Provide faucet at existing exterior sink/wash-off area; approximately seven stub-outs.

Project includes renovations to the upper floor of an existing building on the Antisiranana Naval Base, which is above a currently occupied space. The existing building is two- stories, steel frame type construction, Infill walls brace the load-bearing steel columns. Adjacent spaces around the site (i.e.

below the 2nd floor and even the adjacent existing classroom, could be occupied during construction. A phased construction approach may be needed to ensure base operations are not encumbered. The proposed MOC space will be 950 SF.

Current Layout of Proposed MOC Bldg.

Proposed Layout of MOC Bldg.

(Refer to design drawings in the attachment for additional information)

Design Assumptions/ Current conditions:

1. The proposed MOC is not weather proofed. The entrance to the space consists of metal double doors, with a window above. The glass from the window is no longer present. Windows throughout the space are broken. The space is open to the adjacent spaces within the building, but separated by a metal cage wall. No windows and doors have weather seals or protection from outside elements. The ceiling is made of solid concrete, and shows signs of leaks. The only existing electrical in the space consists of wires hanging from the ceiling for lighting that is no longer there.

2. The roof is a corrugated sheet metal roof supported by steel trusses installed over the concrete superstructure. The gable roof is pitched to drain over the sides of the building. There are no gutters installed. The roof is rusted and needs replacement. There are signs of leaks throughout portions of the building.

3. The structural condition of the load bearing columns is poor and will require strengthening due to corrosion.

4. The interior walls are concrete block with plaster 4” – 6” thick with exposed metal structure. The interior paint is in poor condition.

5. Existing ceiling is concrete panels with exposed metal trim grid.

5. Electrical power into the MOC building is via overhead electrical distribution system. The point of connection comes from the overhead system into a fused disconnect. The wires are surface mounted with no conduit.

6. The current electrical characteristics of the service are: 230v, 32A, 50Hz, single phase. No building ground appears to be installed and an equipment ground is not provided. The only protection for the building is the service entrance fused disconnect. There are no additional fused disconnects, panels/breakers, or other means of overcurrent protection in the building.

– Restroom Renovation Current conditions:

1. The toilet facilities to be renovated in adjacent building. Existing male and female toilet rooms each consisting of one toilet and one sink. Coordinate new fixtures with existing connections.

2. The faucets to be placed are existing exterior sink/wash off area; it will require approximately seven 50MM stub-outs.

Restroom to be renovated Sink in restroom to be replaced Sink area – install faucets

Existing interior window frame

Roof structure Concrete stem walls to be demolished

Existing power pole

Site Work and Temporary Facilities

The construction sites must be completely secured and protected during construction.

Building and material storage/laydown sites must be approved in writing by the Contracting Officer’s Representative (COR) prior to the start of construction.

Site Security – During construction the contractor shall erect a temporary security fence with privacy screens around all active construction sites in order to maintain control of the sites, including access, safety and security concerns. The fence shall be adequately secured for high wind areas.

Laydown Area – The final material storage/laydown are must be approved in writing by the Contracting Officer’s Representative (COR) prior to the start of construction.

Demolished material and construction debris shall be removed from the compound as soon as possible to maximize space usage.

1.3 PROJECT SIGNAGE

The Contractor shall provide a painted project sign during construction. The sign shall be constructed of wood and supported by wooden or metal posts. The paint shall be water resistant and display the following:

Project name shall appear at the top center in 76mm (3 inch) tall capital block letters

“Maritime Operations Center”

“In support of Building Partner Capacity”

And in 38mm (1.5 inch) lettering with the following in sentence case letters:

“In cooperation with the Madagasy Government, funding for this project is provided by the U.S. Government.”

The Contractor may also add the Contractor company name at the bottom of the sign. The approximate size of the sign shall be 900mm x 1200mm. The Contractor shall submit a proof of the sign for approval prior to construction. The sign shall be placed in the location determined by the Contracting Officer’s Representative (COR) in such a way so as to provide the most visibility to passers-by. Final wording shall be approved by the end users.

Dedication Plaque Provide a project dedication plaque at the project site at least two (2) weeks prior to project completion.

No later than four (4) weeks prior to the planned project completion, the Contractor shall contact the Contracting Officer or Contracting Officer’s Representative regarding final wording for the dedication plaque. The Contractor shall provide a proof of the plaque for approval prior to manufacturing the plaque. The approximate size of the plaque shall be approximately 400 mm x 500 mm. The plaque shall be constructed of sheet metal with a water resistant coating and affixed directly to the building at a location approved by the facility administrator and the Contracting Officer (or Contracting Officer’s Representative) to provide optimal visibility. The plaque shall have a frame around it. The frame material shall be wood and be approved by the Contracting Officer prior to installation. A template dedication plaque is included as part of this contract.

The following is an example of the Dedication Plaque template: “Maritime Operations Center” (The following shall be in 38mm (1.5 inch) sent case lettering, written in English and the local language)

“DD Month, YYYY”

“Working together for the future benefits for the people of Madagascar.

This project is a gift from the people of the United States to the people of Madagascar”

Final wording shall be approved by the end users.

1.4 PROCEDURE

The total contract duration is 385 calendar days after award. This project shall have a separate Design Phase and Construction Phase. The Design Phase, also known as the Pre-Construction Phase, shall start upon award of the contract. The Construction Phase shall start only once that the official Notice to Proceed with Construction (NTPC) is issued by the NAVFAC EURAFCENT Project Manager/Contracting Officer.

The NTPC will not be issued until all Design Phase submittals are received, reviewed, shown to meet the specifications of the solicitation package, and approved by the US Government.

The Design Phase submittals consist of:

• Concept Design Submittal

• Final Design submittal

• Construction Schedule

• Invoice Schedule

• Quality Control Plan

• Safety Plan/Accident Prevention Plan

The Construction Phase Submittals consist of

• Material Submittals

• Construction Production Reports with pictures

• Quality Control Reports

• Safety Reports

The following is a brief description of the required submittals and procedure; refer to Part 6 General Requirements of this PTS package for more detailed information of the submittal requirements.

Concept Design

The concept design shall be completed within 60 calendar days of contract award. The concept design is intended to assure all lay-out requirements and existing conditions are assessed and addressed before the full design is developed.

Final Design The contractor shall have 60 calendar days after approval of the concept design to complete the final design, incorporating all concept design review comments provided by the US Government. The final design shall meet all the requirements identified in these Performance Technical Specifications and the Solicitation package and shall include:

Site/Civil Improvement Drawings Architectural Drawings Structural Drawings Mechanical Drawings Plumbing Drawings Electrical Drawings All Calculations and Details required to validate the design.

Construction Schedule

The contractor shall have 180 calendar days after issuance of the NTPC to complete the construction work. Before issuance of the NTPC, the contractor shall prepare and submit a construction schedule where the different work segments are identified and associated to the timeframe set for completion.

Quality Control Plan

Before issuance of the NTPC, the Contractor will prepare and submit a Quality Control Plan describing personnel, procedures, tests and installation techniques that he plans to perform to ensure the quality required by this document and his design is obtained.

Accident Prevention Plan / Safety Plan Before issuance of the NTPC, the Contractor will prepare and submit an Accident Prevention Plan (APP), also known as a Safety Plan, describing procedures to perform to ensure the safety of personnel and equipment on the job site.

Interim / Construction Submittals

During construction, the Contractor is required to submit routine reports detailing the progress of the project, including proof of completion, changes, and invoices.

Completion Submittals

Upon completion of project and prior to final payment, the Contract is required to submit construction close-out submittals and inspection approvals leading to overall Acceptance of the project and Beneficial Occupancy of the facilities.

1.5 CONTRACT MILESTONES

Contract Milestone Timeline CONTRACT AWARD Day 0 CONCEPT DESIGN SUBMITTED +60 Days after Award GOVERNMENT REVIEW & APPROVAL +20 Days after Concept Design Submitted FINAL DESIGN SUBMITTED +60 Days after Concept Design Approved GOVERNMENT REVIEW & APPROVAL +20 Days after Final Design Submitted

NOTICE-TO-PROCEEED WITH-

CONSTRUCTION (NTPC)

+30 Days after Final Design Approved Pending Pre-Construction Submittals Approved

CONSTRUCTION COMPLETION +180 Days after NTPC FINAL INSPECTION Within 15 Days after Construction Completion

FINAL ACCEPTANCE

BUILDING OCCUPANCY DATE (BOD)

Final Acceptance of facility pending punch list resolution BOD pending Final Acceptance

CONTRACT COMPLETION +385 Days After Award WARRANTY PERIOD +1 Year from BOD

2. PROJECT OBJECTIVES

2.1 MISSION STATEMENT

The Directorate of Building Partnership Capacity and associated programs is committed to providing solutions that contribute to the accomplishment of national security objectives. This project is designed to advance partner nation capacity and capabilities as well as provide the U.S. Department of Defense the ability to accomplish national security objectives through partner engagement. This project is primarily intended to support both the Malagasy Navy Operational capacity and local U.S. military exercises and operations in Madagascar.

2.2 FACILITY FUNCTION

The Antsiranana Naval Base is located in the capital of Antananarivo. The city of Antisiranana is located at the northern most tip of Madagascar. It is positioned next to a commercial port. The base consists of pre-World War II structures and infrastructure. The proposed MOC location at the Navy base is located on the second floor, above the existing MOC. This building is believed to have been constructed between 1940 and 1960. The space is approximately 19850mm x 8950mm divided into sections with short (914.4mm) concrete partition walls. The current space is not in use, but is adjacent to a room that is currently being used as the English lab. (The English lab is NOT part of this scope)

2.3 PROJECT SPECIFIC PRIORITIES

The following items are of primary importance to the user of the facilities:

Sustainable Design Integrate sustainable principles into the design, development and construction of the project.

Reduce the total cost of ownership of the facility using a whole building, life-cycle approach.

Provide integrated sustainable design strategies and features to minimize the energy consumption of the facilities; conserve resources; minimize adverse effects to the environment;

and improve occupant productivity, health, and comfort.

Energy Conservation Integrate energy conservation principles into the design, development and construction of the project. Reduce the total cost and consumption of energy in the facility using a whole building approach.

2.4 APPROPRIATE DESIGN

The intent of the design is to maintain an indigenous character. As much as possible, materials are to be available locally to promote the local economy and to take advantage of the skills and experience of local trades-persons. Construction methods are to be in-line with those used locally to take advantage of the skills and experience of local trades-persons.

2.5 WORKFLOW PROCESS

Hours of Operation The work of this contract is to be done during the working hours of 0800 - 1700 Sunday-Thursday.

Work shall be coordinated with Malagasy Naval personnel as well as the U.S. armed forces at the U.S. Embassy Office of Security Cooperation. Design and construction activities shall be coordinated and scheduled so as to minimize impacts to base operations. Minimize the effect of noise and dust from site work. Precautions shall be made to protect any debris or spills from entering the surrounding waters. If needs arise to work other than normal hours, coordinate with the base personnel, and obtain approval from the US Government contracting officer or contracting officer representatives.

3.0 SITE ANALYSIS

3.1 Existing Site Conditions

NATURAL CONSTRAINTS

Consider all of the following natural constraints in the design of the facility and its location and orientation within the proposed site:

Design foundations and structural components of the generator foundation in accordance with geotechnical soils report information. Provide geotechnical engineering services if no current report exists for the site.

Hydrographic Survey if applicable:

Verify that there is no requirement for a hydrographic survey at this site.

MAN MADE CONSTRAINTS

Existing Vehicular Access and Circulation:

Indicate existing vehicular access to the site.

Site Utilities:

Verify the location and capacity of all existing utilities on site.

Existing Buildings:

There are facilities adjacent to the proposed construction footprints. It is the responsibility of the contractor to validate all existing site conditions. The contractor shall ensure all existing adjacent sites and government property are not damaged due to construction activities.

Contractor shall coordinate with current tenants the construction schedule to ensure not to impede on their ability to work.

Adjacent Land Use, Cultural Resources (historical, archeological):

For each project verify that the proposed project is compatible with adjacent land and that there is no significant impact on existing cultural resources.

3.2 Site Development Requirements

Site Overview

FACILITY FOOTPRINT

Provide scaled drawings with dimensions of the project showing the development of the site including location of all buildings, vegetation, and perimeter wall with gate locations.

Utilities:

Indicate the location of the connection to any community utility system planned or under development at the time of award in accordance with this document and local requirements.

Site Drainage & Storm Water Runoff: Indicate all proposed drainage channels. Site Clearing:

Indicate areas of site clearing as required in accordance with this document and local requirements.

Construction Access / Lay down Area:

Indicate areas of material storage and temporary security fencing.

Signage:

Indicate the location of the construction sign and any other signage required by local authorities.

3.3 SITE PHOTOS EXISTING CONDITIONS

CLIN 001 Maritime Operations Center The site of the new Maritime Operations Center is located on the second floor of the of old

MOC.

North/ West Facing Elevation

West Facing Elevation

– Renovate bathroom in adjacent building

OPTION 1 – Generator

South/West Facing Elevation

4.0 BUILDING REQUIREMENTS

4.1 SPACE REQUIREMENTS

It is the responsibility of the Contractor to submit final construction documents based on site constraints and requirements of the Madagascar Government. Refer to the Attachment at the end of the RFP for requested floor plan layout and dimensions.

Unless specifically identified in this PTS, the new work shall match the architectural style of the surrounding facilities (roof, façade, color scheme). Refer to the drawings provided in Part 6 for further guidance.

Demolition:

1. Demolition work includes the removal of the corrugated metal roof panels above this wing of the building.

2. Remove existing concrete stem walls, approximately 1016 MM (3’-4”) tall and 125 MM (5”) thick. Removal method should minimize damage to existing concrete floor and walls. Patch existing concrete floor to prepare for installation of flooring finish. Floor leveling may be required.

3. Remove existing windows and frames including outside metal bars/screens and all associated anchoring devices. Removal method should minimize damage to existing concrete. Patch damaged concrete and prepare opening surfaces for window installation.

DEMOLITION PLAN: VARIFY SCOPE AND DIMENSIONS

5. ROOM MINIMUM REQUIREMENTS

5.1 DETAILED ROOM REQUIREMENTS

It is the responsibility of the contractor to hire an architect and prepare a proper and adequate concept design for the project. The full set of drawings is provided in Part 6 which is to be used as design inspiration to what the client wants. It is the responsibility of the architect/contractor to verify all existing dimensions and provide a detailed design.

The following, extracts certain concepts to assist in preparing your bid. It is the Contractor’s sole responsibility to provide complete, useable facility in accordance with the terms of this Contract.

CLIN 001 Maritime Operation Center

Function

Engineer System

QTY

Comments

Uniformat Level 4

Uniformat Title

Description

Qty

Remarks

B1050 1.2.6 Structural Steel Roofing Materials

Pitched metal roof, 24-gauge minimum, Galvanized steel.

B2020 Exterior Window Exterior Window Provide thermal aluminum windows; double slide horizontal sliding, 83 MM (3 -1/4 IN) Frame depth Window blind 1 per window Provide ea. Blind, including hardware, accessory items, mounting brackets and fastenings, as a complete unit produced by one manufacturer. All parts will be the same color and will match the color of the blind slat.

Provide horizontal blinds with 25 mm slats. Blind units must be capable of nominally 180 degree partial tilting operation and full-height raising. Blinds must be inside mount, tapes for 25 mm slats must be braided polyester or nylon.

Provide head channel made of aluminum with corrosion-resitant finish nominal 0.61 mm for 25 mm slats. Provide slats of aluminum, not less than .203 MM (8 guage), and of sufficient strength to prevent sag or bow in the finished blind.

Provide a sufficient amount of flats to assure proper control, uniform spacing, and adequate overlap. Enclose all hardware in the headrail.

Provide a transparent tilting want to tilt the slats.

Mount and operate equipment in accordance with manufacturer’s instrsuctions. Completely cover windows to receive treatment. Size blinds to fit within trimmed out window opening

C1010 Partitions Gypsum Board As needed Painted- refer to C3010 wall finish C1020 Interior Doors Interior Doors As needed per design Aluminum doors and frames

Mortise Lockset Series 1000, operational grade, lever handle operation

FD4 Entry Lock

FD5 Entry Lock

Watch floor and office: Latch bolt operated by lever from either side except when outside lever is made inoperative by stop/dead means other than key. When outside or by operating inside lever, with auxuiliary dead latch.

Classroom: Latch bolt operated by lever from either side except when outside lever locked by key. When outside lever is locked, latch both is retracted by key from outside or by operating inside lever. No dead latch.

Astragal Split astragal seal installed on each door. Silicone or vinyl insert (similar to Pemko 297 or 303)

Door stop/ door silencer

Floor, dome type with cushion/ Rubber, for metal frames. 3 per leaf.

C3010/ C3040

Wall Finish/ Painting

Interior concrete walls, high performance architectural latex (satin). Primer: MPI 50, Intermediate coat: MPI 140, Architectural: MPI 140 Gypsum board Walls (Latex) Eggshell Primer: MPI 50, Intermediate coat: MPI 139, Top Coat: MPI

C3020 Floor Finishes Floor Final finish Vinyl composition tile D3050 Terminal &

Package Units Split system

2 EA

Cooling cap. BTU/HR (kW): 18,000 (6.0); V/PH/HZ:

230/1/50; RLA: 8.8; MFS: 20

Heat pump system complete with inverter type compressor, refrigerant R-410A, wall mount indoor unit, washable air filter, and remote control operation.

Provide neoprene isolator pads for the outdoor unit.

Provide interconnecting refrigerant piping sized per manufacturer’s printed recommendations.

Provide condensate drain piping from interior unit cooling coil pan connection to the outdoors.

Provide refrigerant piping with 18MM (5/8”) thick elastomeric insulation.

Provide exterior wall- mount bracket for condenser unit.

D502001

Electrical Branch

Wiring

Small Power Service

Provide conduit, wiring, devices, and boxes for lighting and small power. 220V service.

D502002

Lighting Equipment

Overhead Lighting As needed 1220MM x 600MM Prismatic Acrylic, 28 watts, 3800 lumens, LED 4000K, surface mounted. Provide 1 fixture as emergency battery backup

D5020 Lighting and Branch Wire

Outlets As needed Provide 13 minimum for watch floor and office and 7 minimum for classroom

Restrooms (2)

Uniformat Uniformat Title

Description QTY Remarks

D201001 Water Closets Toilet 2 EA Provide new floor-mounted toilet fixture to fit current fittings

D201003 Lavatories Sink 2 EA Provide new vitreous china sink to fit current fittings Facuet fixture Facuet 7 EA Provide new facuet fixtures to fit 50MM stubouts on exterior sinks Grout Clean and whiten grout

OPTION 1: Emergency Generator

Uniformat Uniformat Title

Description QTY Remarks

A1020

Foundations

Concrete Slab on Grade

High-strengh or reinforced concrete (min 5 kpi) slab to support generator. Provide compacted subgrade with 150 MM aggregate base, and 100 MM exposed. Provide 25 MM chamfer.

D5020 Electrical Wiring As needed G20 1.146 Other

Construction Bollards 4 Steel bollards filled with concrete to protect generator

5.2 GROUNDING SYSTEM

A grounding (earthing) system consisting of multiple connected rods shall be designed and implemented.

Rods shall be located away from most accessible areas, shall be protected from involuntary/unauthorized access and signposted by the earth symbol shown below. At least two rods per building shall be installed.

Grounding Symbol

6. GENERAL WORK REQUIREMENTS

The work shall include a complete design and drawing package that meets all the requirements identified in this document. Contractor shall provide full design of the facility to include site drawings, structural drawings, architectural drawings, electrical drawings, plumbing drawings, mechanical drawings, and all calculations and details required to validate the design. The design shall meet all requirements of these Performance Technical Specification (PTS) package.

Drawings to be as described in this document and as required to communicate the design to the US Government, final users, contractor’s staff and sub-contractors. Material selection, specifications and installation to be as described in the Engineering Systems Requirements (ESR) and the Engineering Technical Specification (ETS) included in this document. The Engineering Systems Requirements (ESR) and the Engineering Technical Specification (ETS) are a guideline for the design package. If an item in the project design is included in the ESR/ETS, the more stringent requirement between the ESR/ETS and the applicable local code shall govern. If an item in the project design is NOT included in the ESR/ETS, the requirements of the applicable local code shall govern.

6.1 REFERENCE STANDARDS

Construction shall be in accordance with sound construction practices, and shall conform to the latest revision/edition of the codes, criteria, and standards referenced below except as otherwise indicated by this Performance Technical Specifications package.

Construction shall also comply with applicable codes, ordinances and regulations of the country of Madagascar governing life/safety, fire protection, building construction, HVAC (heating ventilation and air conditioning) systems, plumbing systems and electrical systems in effect during this contract, except where specifically stated herein.

Any material installed that does not meet the requirements of the following Engineering Technical Specification (ETS) and/or applicable codes, ordinances and regulations will be removed and reinstalled at Contractor’s expense.

6.2 WORK REQUIREMENTS

The building construction and the site development as described from Part 1 through 5 shall be in accordance with the specifications provided in the following Parts 7 and 8. All the engineering system requirements described in the Part 7 are more detailed in the corresponding Part 8. Special attention shall be paid to develop and adhere to the Geotechnical analysis, Structural design, and electrical design. All the structural and electrical work shall be tested and delivered with a Compliance Certificate issued by a local qualified entity.

6.3 DESIGN GUIDANCE

The Contractor’s Engineer-of-Record bears full responsibility for all design documents submitted.

Design shall be in accordance with sound design and engineering practices, and shall conform to the latest revision/edition of the codes, criteria, and standards referenced below except as otherwise indicated by this Performance Technical Specifications. Design shall also comply with applicable codes, ordinances and regulations of Madagascar governing life/safety, fire protection, building construction, plumbing systems, electrical systems and sanitation systems in effect during this contract, except where specifically stated herein.

The advisory provisions of all codes, requirements, and standards shall be mandatory; substitute words such as “shall”, “must”, or “required” for words such as “should”, “may”, or “recommended,” wherever they appear. The results of these wording substitutions incorporate these code and standard statements as requirements. Reference to the “authority having jurisdiction” shall be interpreted to mean “Contracting Officer”. Comply with the required and advisory portions of the current edition of the standard at the time of contract award.

The last two sections of this document, in many instances, give multiple options for material and processes. It is the intent to give the contractor’s designer freedom to use one or multiple options in the design, based upon sound design and engineering practices and the requirements of the project. Once an option is selected for the project, all requirements outlined in the PTS for that option are to be incorporated in the design.

6.4 ENGINEERING TECHNICAL SPECIFICATIONS

The specifications for this project are requirements based, meaning that the technical details of how to meet this requirement are not included in the PTS. The contractor shall determine the technical requirements for satisfying these specifications and present them as part of the design package.

The contractor’s design shall provide the technical requirements for the project and the contractor shall be responsible for ensuring their design meets all specifications presented in this SOW.

6.5 SUBMISSIONS

The contractor shall be responsible for developing a design for the facility that meets all the operational requirements identified in this document. Contractor shall provide full design of the facility to include drawings and all calculations and details required to validate the design.

Submittals consist of:

• Topo/Bathymetric surveys and Sub-surface Investigation submittal, as neeed

• Concept Design Submittal

• Fuel Systems Study Submittal, as needed

• Final Design submittal

• Construction Schedule

• Cost Proposal/Schedule of Materials

• Quality Control Plan

• Safety Plan/Accident Prevention Plan

• Material Submittals

• Construction Production Reports,

• Quality Control Reports

• Safety Reports,

• Completion, Testing, Commissioning submittals

The Government shall review each submittal for approval and provide written comments to the contractor. In the event the contractor does not concur with the Government comments, the contractor shall notify the Government in writing of the reasons for the non-concurrence. Any deviations to this Performance Technical Specification must be duly identified on the submittal to the COR.

Upon approval of the Final Design submittal, Construction Schedule, Quality Control Plan, and Safety Plan the contractor shall be issued a written Notice to Proceed with Construction [NTPC].

No construction work is authorized to start prior to the NTPC issuance.

Concept Design The concept design shall be submitted within 30 calendar days of the contract award. The contractor shall submit its own concept design that fully adheres to the requirements in this TR package while accommodating the existing construction conditions and relevant building code criteria.

The concept design shall include the following drawings and documents:

• Site Demolition Plan (current site plan identifying existing items to demolished and existing items to remain)

• Site Plan (identifying existing items to remain and all new items)

• Floor Plans of new structures

• Exterior Elevations showing new windows

• Structural Analysis of Existing Structure

• Geotechnical reports

• Structural Plans for New Roofs

• List of final design documents to be submitted, to include an explanation of any documents listed below but not required

The Government shall review the concept design submission for compliance to these Performance Technical Specifications and provide written comments to the contractor receiving the award.

Final Design The final design submittal shall be submitted within 60 calendar days after the Government has approved the concept design submittal. The final design shall incorporate all the comments from the US Government. In the event the contractor does not concur with the US Government comments, the contractor shall notify the contracting officer in writing of the reasons for the non-concurrence. The final design shall meet all the requirements identified in these Performance Technical Specifications package and shall include the following (as appropriate):

Civil Drawings

• Site Demolition Plan

• Site Plan

• Grading Plan

• Utility Plans

Architectural Drawings

• Floor Plans

• Roof Plans

• Room Finish Schedule

• Door and Window Schedules

• Exterior Elevations

• Building Sections

• Wall Sections

• Enlarged Plans

• Reflected Ceiling Plans

• Interior Elevations

• Door and Window Details

• Miscellaneous Details

Structural Drawings

• Basis of Design and Structural Calculations

• Foundation Plan

• Roof Framing Plans

• Sections and Details as needed

• Structure Calculations

Mechanical Drawings

• Mechanical Plans

• Schematic Diagrams

• Equipment Schedules

• Plumbing Drawings

• Plumbing Plans

• Plumbing Schedule

• Plumbing Riser Diagrams

Electrical Drawings

• Notes, Legends, Symbols List

• Distribution Switchboard Scheme

• Grounding System Plan

• Single Line Diagrams

• Floor Plans, power and lighting

• Circuit/breaker size calculation

Construction Schedule Provide a bar chart displaying all construction activities related to each definable feature of work (DFOW). Each construction activity shall not have greater than a 30 day duration. If a single activity is expected to take longer than 30 days, then that activity shall be broken into multiple activities within the schedule. (For example, if the contractor is installing 40 meters of pipe that is expected to take 4 months to complete, this would be reflected as 4 construction activities each with a 30 day duration.)

Within the timeframe allowed for the final design submission, the contractor shall prepare and submit a construction schedule where the different work segments are identified and associated to the timeframe set for completion and includes percentage of completion. The construction progress schedule percentage completion determines the construction progress and will be used to prepare the invoices for payment. Payment will be tied to satisfactory completion of each of these work segments. The construction schedule shall state which work segments completion determines the achievement of the construction steps associated to the progressive invoicing - i.e. 10% (design completion), 25%, 40%, 55%, 70% and 8% work progress. The final payment will be done on the facilities acceptance.

The contractor shall have 140 calendar days after issuance of the NTPC to complete the construction work.

Cost Proposal / Schedule of Prices The Contractor shall submit a detailed Cost Proposal / Schedule of Prices broken down by construction definable features of work (with units and quantities as necessary). An example of the required format is located at 16.15.4. Costs for contingencies are not allowed in the proposals.

Any unforeseen conditions or changes required after award will be handled via contract modifications

Quality Control Plan Within the timeframe allowed for the final design submission, the Contractor will prepare and submit a Quality Control Plan describing personnel, procedures, tests and installation techniques to be performed to ensure the quality required by these Performance Technical Specifications and the design is obtained.

Safety Plan / Accident Prevention Plan (APP) Within the timeframe allowed for the final design submission, the Contractor will prepare and submit a Safety Plan, also known as an Accident Prevention plan, describing procedures to be performed to ensure the safety of personnel and equipment on the job site. The accident prevention plan shall conform to EM 385 -1-1 Appendix A. The safety plan must address types of personnel protective equipment to be used by personnel, types and frequencies of safety inspections, hazard analysis, and training utilized to familiarize employees with safety policies and practices.

The Accident Prevention Plan shall consist of the following 10 sections:

1. Signature Sheet

2. Background Information (area map)

3. Statement of Safety and Health Policy (signed company Safety Policy)

4. Responsibilities and Lines of Authority (Proof of competency/qualification of listed personnel)

5. Subcontractors and Suppliers (List)

6. Training

7. Safety and Health Inspections

8. Accident Reporting

9. Plans (Programs, Procedures)

10. Risk Management Processes (Activity Hazard Analysis [AHA], required for each Definable Feature Of Work [DFOW])

Several sections require certain supporting documents (resumes, certificates of training, organization chart, specific plans (crane lift plan medical support plan, etc.). The supporting documents and plans must be attached to the APP.

Site Safety and Health Officer (SSHO)

A qualified person shall be designed to be the Site Safety and Health Officer and shall be required to be at worksite all the time. At a minimum, the qualified SSHO shall have one year experience and have completed the OSHA 30-hour online training offered for free at the following site:

http://www.oshatrain.org/pages/professional-training-courses.html. The OSHA course completion certificate shall be attached within the APP.

http://www.oshatrain.org/pages/professional-training-courses.html

Demolition Work

For all work where there is demolition or non-destructive removal of components of an existing facility, within the timeframe allowed for the final design submission, the Contractor will prepare and submit a Demolition Plan describing procedures to be performed to ensure the safety of personnel and equipment on the job site. The demolition plan must comply with EM 385 -1-1 Section 23, Demolition.

6.6 CONSTRUCTION GUIDANCE

Construction shall start after the submittal acceptance is issued by NAVFAC EURAFSWA Project Manager.

Construction shall be in accordance with sound construction practices, and shall conform to the latest revision/edition of the codes, criteria, and standards referenced below except as otherwise indicated by the Performance Technical Specifications (PTS).

Construction shall also comply with applicable codes, ordinances and regulations of the country of Madagascar governing life/safety, fire protection, building construction, HVAC (heating ventilation and air conditioning) systems, plumbing systems, electrical systems and sanitation systems in effect during this contract, except where specifically stated herein.

Any material installed that does not meet the requirements of this document and/or applicable codes, ordinances and regulations will be removed and reinstalled at Contractor’s expense.

6.7 CERTIFICATIONS, LICENSES, PERMITS, FEES, ETC.

The Contractor shall be responsible for determining and paying all fees associated with, and obtaining any required permits for this project including, but not necessarily limited to permits for on-site and off-site hauling, demolition/disposal, storm water discharge, construction activity, utilities, road improvements, communications, etc. The United States Government shall not pay for any fees related to this contract.

The Contractor is responsible for acquiring any required certifications (licensing). Coordinate all permit requirements with the Contracting Officer. Submit all completed permit application material, and associated back-up material, required to operate facilities, to the Contracting Officer for approval prior to agency submission.

Contractor shall be responsible for complying with environmental laws, regulations and requirements.

6.8 COORDINATION

All coordination with the local, regional, national authorities shall be the responsibility of the contractor. The Contracting Officer shall be notified of any disputes between agencies or approvals that will affect Contract Completion or Contract Price.

6.9 VEGETATION CONTROL

Vegetation control is not required as part of this scope of work.

6.10 RESPONSIBILITY OF MATERIALS

All materials delivered to the construction site shall remain in the ownership and responsibility of Contractor. Contractor will be responsible to safeguard the possession and condition of the material until US Government takes procession of the…