RFQ-Water Well Project.docx

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, & 30

1.REQUISITION NUMBER

PR15282221

PAGE 1 OF

2. CONTRACT NO.

3. AWARD/EFFECTIVE

7/1/2025

4. ORDER NUMBER

5.SOLICITATION #

19MA1025Q0004

6. SOLICITATION ISSUE DATE

4/28/2025

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME Haingotiana Raneboson

b. TELEPHONE NUMBER(No collect calls) +261-033-55-040-03

8. OFFER DUE DATE/ LOCAL TIME

6/16/2025 at 4:00pm

9. ISSUED BY CODE

American Embassy Antananarivo GSO/Procurement

Lot 207 A Andranoro Antehiroka Antananarivo, Madagascar

|_| HUBZONE SMALL

BUSINESS

|_| (WOSB) ELLIGIBLE UNDER THE WOMEN-OWNED

SMALL BUSINESS PROGRAM NECS:

|_| SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

|_| EDWOSB

11. DELIVERY FOR FOB DESTINAT-

TION UNLESS BLOCK IS

MARKED

|_| SEE SCHEDULE

ATED ORDER UNDER

PAS (15 CFR 700)

13b. RATING

14. METHOD OF SOLICITATION

|X| RFQ |_| IFB |_| RFP

American Embassy Antananarivo Pt Liberty, Lot 207 A Andranoro Antehiroka Madagascar

GSO Antananarivo, American Embassy Antananarivo/Madagascar and Comoros

17a. CONTRACTOR/

OFFERER

Prospective Bidders

CODE

FACILITY CODE

18a. PAYMENT WILL BE MADE BY American Embassy Antananarivo/Madagascar and Comoros Financial Management Office Pt Liberty, Lot 207A Andranoro Antehiroka Antananarivo, Madagascar

CODE

|_|17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT SUCH ADDRESS IN

OFFER

19.

ITEM NO.

QUANTITY

22.

UNIT

23.

UNIT PRICE

24.

AMOUNT

NEC Water Well Project

(Use Reverse and/or Attach Additional Sheets as Necessary)

25. ACCOUNTING AND APPROPRIATION DATA

26. TOTAL AWARD AMOUNT (For Govt. Use Only)

30a. SIGNATURE OF OFFEROR/CONTRACTOR

31a. UNITED STATES OF AMERICA (SIGNATURE OF CONTRACTING OFFICER)

30b. NAME AND TITLE OF SIGNER (Type or print)

30c. DATE SIGNED

31b. NAME OF CONTRACTING OFFICER (Type or print) Patrick Wilcox 31c. DATE SIGNED

TABLE OF CONTENTS

Section 1 - The Schedule

· SF 1449 cover sheet

· Continuation To SF-1449, RFQ Number 19MA1025Q0004, Prices, Block 23

· Continuation To SF-1449, RFQ Number 19MA1025Q0004 Schedule Of Supplies/Services, Block 20 Description/Specifications/Work Statement

Section 2 - Contract Clauses

· Contract Clauses

· Addendum to Contract Clauses - FAR and DOSAR Clauses not Prescribed in Part 12

Section 3 - Solicitation Provisions

· Solicitation Provisions

· Addendum to Solicitation Provisions - FAR and DOSAR Provisions not Prescribed in Part 12

Section 4 - Evaluation Factors

· Evaluation Factors

· Addendum to Evaluation Factors - FAR and DOSAR Provisions not Prescribed in Part 12

Section 5 - Offeror Representations and Certifications

· Offeror Representations and Certifications

· Addendum to Offeror Representations and Certifications - FAR and DOSAR Provisions not Prescribed in Part 12

SECTION 1 - THE SCHEDULE

RFQ# 19MA1025Q0004

CONTINUATION TO SF1449

PRICES, BLOCK 23

I. DESCRIPTION

The U.S. Embassy Antananarivo has a requirement for professional to provide a sustainable and reliable water source by drilling one new well, including purchasing and installing the well pump and connecting the new well to the existing water pipes located at the US Embassy Andranomena.

II. TYPE OF CONTRACT

This is a firm fixed price contract payable entirely in MGA. Prices for all Contract Line-Item Numbers (CLIN) shall include proper disposal of toxic substances as per Item 8.4 where applicable. No additional sums will be payable for any escalation in the cost of materials, equipment or labor, or because of the contractor's failure to properly estimate or accurately predict the cost or difficulty of achieving the results required. The contract price will not be adjusted due to fluctuations in currency exchange rates.

III. PERIOD OF PERFORMANCE

This is a one-time contract for 158 days. An effective date will be determined.

IV. NOTICE TO PROCEED

After Contract award and submission of acceptable insurance certificates and copies of all applicable licenses and permits, the Contracting Officer will issue a Notice to Proceed. The Notice to Proceed will establish a date (a minimum of ten (10) days from date of Contract award unless the Contractor agrees to an earlier date) on which performance shall start.

V. PRICING

A. Proposals shall be evaluated based on total fixed cost and shall include materials, labor, project start-up expenses and worker incidentals, overhead, profit, taxes, and DBA Insurance as a complete project.

1. Design

2. Labor

3. Shipping

4. Mobilization Expenses

5. Pump (provide breakdown)

6. Overhead & Profit

7. VAT (if applicable)

6. DBA Insurance

TOTAL DESIGN-BUILD PROPOSAL: ________________MGA

B. VALUE ADDED TAX

VALUE ADDED TAX. Value Added Tax (VAT) is not applicable to this contract and shall not be included in the CLIN rates or Invoices because the U.S. Embassy has a tax exemption certificate from the host government.

RFQ# 19MA1025Q0004

CONTINUATION TO SF1449

SCHEDULE OF SUPPLIES/SERVICES, BLOCK 20

DESCRIPTION/SPECIFICATION/PERFORMANCE WORK STATEMENT

PART ONE – GENERAL

C.1.1 SUMMARY:

A. The U.S. Embassy Antananarivo has a requirement for the installation of groundwater well located at the US Embassy Andranomena.

B. The contractor/ sub-contractor must demonstrate expertise, experience, and capability in water well drilling, development, and construction. All qualifications must be documented and submitted for review before contract award.

C. The contractor shall furnish all supervision, labor, management, facilities, supplies, equipment and material, and all required services necessary for the performance of the work. Any material and tools required by the Contractor will not be provided by the Embassy and shall be at the Contractor’s expense. The Contractor is required to furnish all labor and perform all work within in a fixed-price contract.

D. The contractor shall coordinate with Contracting Officer Representative (COR) for work commencing and completing in a sequential manner. Contractor to submit a schedule of activities which shows how the progress of work is going to be. This schedule and a safety plan shall be reviewed and approved prior to commencement of work at the site.

C.1.2 BACKGROUND:

A. The U.S. Embassy in Antananarivo, Madagascar is located on a 4-hectare (10 acre) site in the region Analamanga, district Ambohidratrimo of Antananarivo. The site is generally flat and bounded to the east by National Route 58A (NR-58A).

B. Scope of Work (SOW):

This document outlines the requirements for the installation of groundwater well. The well will be located in the areas indicated in Figure 1. The final decision regarding the exact location of the well will be based on data collected from the hydrogeological survey, which will inform the most optimal locations for installation.

The SOW shall consist of two (2) phases:

1. Phase 1 - Hydrogeological Survey & Site Selection & Design The hydrogeological Survey, Site Selection & Design services shall include report and developing construction documents capturing the intent.

The phase 1 deliverables shall include site plans, hydrogeological report officially signed by a licensed hydrogeologist, geologist. specifications, equipment cut sheets, design calculations, and complete Issued for Construction (IFC) documents.

2. Phase 2 - Construction Services.

The construction services will include the drilling of water wells based on hydrogeological survey findings to ensure optimal water yield and sustainability. Additionally, a fully operational water system will be installed, incorporating essential components such as piping, pumps, filtration units, and control mechanisms to regulate water flow and distribution efficiently.

This SOW and associated documents define the services to be performed by the Contractor.

B. Phase 1 - Hydrogeological Survey & Site Selection & Design B.1.1. Hydrogeological Survey & Site Selection The well must be protected from the pollution of non-sanitary surroundings and should be located at the minimum distances from the structures or topographic features identified in Table 1 below:

Table 1. Minimum Well Location Distances

· Contractor is required to conduct a groundwater study to assess water availability and determine the depth of potential water sources. The study aims to evaluate hydrogeological conditions, aquifer characteristics, and water quality to support informed decision-making for well drilling and water resource management.

· Conduct a physical site survey to assess topography, land use, and potential groundwater recharge areas.

· Identify existing wells and surface water bodies that may influence groundwater flow.

· Perform electrical resistivity, seismic refraction, or magneto telluric surveys to map subsurface hydrogeology.

· Identify aquifer boundaries, depth, and potential water-bearing formations.

· Analyze geophysical data to determine optimal drilling locations, develop groundwater contour maps, aquifer cross-sections, and yield potential estimates, suitable well locations and drilling depths

· Assess soil and rock formations to determine the appropriate drilling method.

· Prepare a comprehensive report summarizing methodology, findings, and recommendations.

· Submit digital and hard copies of the report, including maps, data tables, and test results.

· Conduct a final presentation to discuss findings and next steps.

B.1.2. Regulatory & Legal Requirements

· Complying with local regulations is crucial for well construction.

· Obtain necessary water abstraction permits from local authorities.

· Secure environmental impact assessment (EIA) approvals if required

B.1.3. Design Contractor shall design and install a complete well system with sufficient integration of well components and other systems to ensure all components are matched and capable of delivering, conveying, and treating (as required) the required continuous yield from the well.

1.3 .1 Pump Specifications & Controls The contractor shall provide a pump with footing and a protective screen sized to prevent the introduction of sand or silt into the suction line. The pump motor shall be a three phase, 7.5 HP, 380 V, or higher pump. Capable of pumping water at a head pressure of 40 psi at a minimum of 50 feet above the ground surface. Pumps should be activated automatically, and it should stop when the pressure reaches the desired level. Pump shall be NSF/ANSI 61 certified or ACS certified.

The following model, or COR approved alternate is acceptable:

MFR: KSB

Model #: UPA C 150 Electrical spec: 50Hz – 380V https://www.ksb.com/en-nz/lc/products/pump/submersible-borehole-pump/upa-c-150/U16A

Controls:

MFR: KSB

Model #: UPA Control Electrical spec: 50Hz – 380V https://www.ksb.com/en-us/lc/products/pump-automation/upa-control/U05A The Embassy reserves the right to reject any pump that does not meet the specifications provided above.

1.3.2 Well Specifications

Well depth: 250 feet or higher depending to the water table level and geological study Diameter: 10 inches Pipe type: [Polyvinyl Chloride Casing (ASTM F480 and NSF 14, Schedule 40 or 80) or as approved by COR] Optimum Pumping Rate: 340GPM – 1400ft Typical Well Section: [Depth of Casing: 125-250ft], [Depth of Screen: 220 -250 ], [Depth of Sump: 225-250ft] Typical Water Elevation: [Distance below surface: 150 – 250 feet] Screen Material: Type 304 Stainless steel or as approved by COR.

The contractor shall perform the following services:

· Drill well at 250 feet depth and 16 inches width (diameter).

· Preparation of pipes infiltration and placement of filter element. Contractor is responsible for all materials.

· Development of drilling via Rotary drilled Complete drilling to estimated depth of usable groundwater and estimate safe yield for well prior to completion. Develop wells to maximum yield per meter (foot) of drawdown.

· Fill annular space from top to bottom with concrete grout and provide permanent casing with temporary well cap. Top of casing should be 900 mm (36 inches) above finished grade.

· Finalization of the project with concrete cover at the annular space extending at least one meter from well casing. Provide casing vent that extends above top of well casing, with pipe turned down and capped with mesh to prevent insects from entering well. Seal space between well casing and concrete with silicone sealant.

· Connection of the well water pipe with existing pipe

· Purchase of one 3 Phase pump(s) with Thermoplastic Heat and Water- resistant Nylon-coated electric wire and installation accessories

· Install the pump and test for plumbness and alignment per AWWA A100. Electrical connection will be done by the US embassy

· Conduct final pumping tests after wells have been constructed, cleaned, and tested for plumbness and alignment.

· Disinfection, testing and measuring flow of the well.

a) Upon completion, well shall be disinfected in accordance with current AWWA (American Water Works Association) standards (AWWA C654 -13) for well disinfection except that the disinfectant shall remain in the well for at least twenty-four hours.

b) Before placing the well in service, the water containing the disinfectant shall be flushed from the well and then samples of water shall be collected and submitted for microbiological analysis until three successive daily raw water samples are free of coliform organisms.

c) A complete physical and chemical analysis of the water produced from a new well must be made after 36 hours of continuous pumping at the design withdrawal rate. The samples should be submitted to a certified laboratory for analyses. Water quality tests shall include those parameters and methods shown in Table 2 below.

· Clean work site area after completion of the work each day

· Restore work site to pre-construction conditions

· Monitor any discrepancies and corrective action Table 2. Basic Water Quality Analyses for Well Water Samples1

Barium Cadmium Chromium Cyanide Fluoride Iron, Total Lead Manganese, Total Mercury Nitrate Nitrite Selenium Sodium Sulfate Zinc Calcium Chloride Magnesium Potassium Alkalinity Color Conductivity2 Carbon Dioxide (CO2) Dissolved Oxygen (DO) Hardness (Total and Ca) Hydrogen sulfide (H2S) pH2 Temperature2 Total Dissolved Solids (TDS) 2 Turbidity Samples should be collected after the well has been pumped (or bailed) long enough to remove standing water, mud and other foreign material, including development and disinfectant chemicals, so as to insure that ground water has entered the well and the sample is representative of the water in the aquifer(s).

The sample is collected from the pump discharge after the well has been disinfected and the chlorine removed by pumping.

1 Includes constituents and contaminants identified in EPA 570/9-75-001 (Manual of Water Well Construction). Additional Safe Drinking Water Act regulated parameters should be tested if water is intended to be used for human consumption as identified in EPA 816-F-09-004 (per current OBO specifications, i.e. SECTION 332100 - WATER SUPPLY WELLS, January 2012).

B. Phase 2 – Construction Services B.1. Well Drilling

· Mobilize the drilling rig and all associated equipment to the site. Ensure that all necessary machinery, tools, and materials are transported safely and are fully operational upon arrival. Confirm that the equipment is properly set up and ready for drilling operations according to the site’s specific requirements.

· Drill a borehole to the specified depth, as determined by the findings from the hydrogeological survey. Ensure that drilling operations are carried out efficiently and safely, maintaining precise control over the depth and alignment. Regularly monitor the progress and adjust techniques if necessary to meet the required depth and ensure the integrity of the borehole.

· Utilize the appropriate rotary drilling techniques based on the specific soil and rock conditions encountered during the drilling process. Carefully assess the geological characteristics at each stage to determine the most effective drilling methods and adjust equipment settings accordingly. This ensures optimal penetration rates, minimizes wear on the drill bits, and maintains borehole stability throughout the operation.

· Conduct detailed logging of the soil and rock formations encountered during drilling. Record observations such as the type, texture, color, and consistency of the materials, as well as any significant changes in strata. Include the depth at which each formation is encountered and note any indications of groundwater or other relevant geological features. This data will be essential for analyzing subsurface conditions and informing the design and implementation of the groundwater well.

· Temporarily case the borehole if necessary to prevent collapse during drilling operations. Install a temporary casing to maintain the structural integrity of the borehole and prevent loose soil or rock from entering the hole. This step ensures that the borehole remains open and stable, especially in areas with unstable or loose formations, until further drilling or permanent casing can be completed.

B.2. Well Casing and Screen Installation

· Install a permanent well casing made of Polyvinyl Chloride Casing (ASTM F480 and NSF 14, Schedule 40 or 80 with a minimum diameter of 16 inches. The casing material and specifications should be selected to ensure durability, prevent collapse, and provide long-term protection against contamination. The casing should be properly aligned and securely set to ensure its stability in the borehole, with adequate sealing to prevent water ingress or egress where necessary.

· Place a well screen at the aquifer zone to facilitate water entry while effectively filtering out sediments. The screen should be carefully selected based on the aquifer characteristics, ensuring it has the appropriate slot size and material to prevent clogging and ensure efficient water flow. The screen must be properly installed to ensure it is securely positioned in the aquifer zone, allowing for optimal water intake while preventing the intrusion of unwanted particles into the well.

· Select the appropriate slot size for the well screen based on the results of the soil analysis. The slot size should be chosen to match the grain size of the surrounding soil or rock to ensure optimal filtration, allowing water to flow into the well while preventing the entry of fine sediments or particles. This ensures the long-term efficiency of the well and reduces the risk of clogging or damage to the screen.

· Pack clean, well-graded gravel around the well screen to enhance filtration and promote efficient water flow. The gravel should be carefully placed to create a uniform filter zone around the screen, allowing water to enter the well while effectively trapping sediment and preventing clogging. Ensure that the gravel is free of fine particles that could impede flow or degrade the well's performance over time. The gravel pack should be properly compacted to maintain stability and ensure long-term functionality.

· Seal the annular space with bentonite or cement grout to prevent surface contamination.

B.3. Well Development

· Conduct airlifting or surging to remove fine sediments from the well and clear the screen area. Airlifting involves using compressed air to lift and flush out suspended particles, while surging entails rapidly raising and lowering the water level to dislodge sediment.

· Perform test pumping to establish well efficiency and yield.

· Clean the well thoroughly before installing the pump system.

B.4. Pump System Installation & alignment

· install a submersible pump with adequate torque arrestor designed for deep wells according to manufacturer recommendations

· Lay electrical wiring and install a pump control panel (for submersible pumps).

· Fit check valves to prevent backflow.

· Check Vertical Alignment: The pump must hang straight in the well casing without touching the walls.

B.5. Water Quality Testing and Disinfection

· Well should be disinfected according to the current AWWA standards (AWWA C654- 13) and disinfectant should remain in the well for at least 24 hours. After which, flush the well and collect samples for microbiological analysis.

· Complete physical/chemical analysis of the water panel after continuous pumping test. For potable use, testing should include parameters and methods shown in the attached (refer to Table 2).

· Check Vertical Alignment: The pump must hang straight in the well casing without touching the walls.

B.6. Piping and Water Storage System

· Contractor shall connect well sites into the existing distribution system.

· Install and securely connect distribution pipes to transport water from the well to the existing local city water pipe, which supplies the storage tanks. Ensure that the pipes are made of durable, corrosion-resistant materials and have an appropriate diameter to efficiently handle the required water flow. Properly seal all connections to prevent leaks and integrate three-way control valves to regulate flow effectively. Adhere to local plumbing codes and regulations throughout the installation process. After completion, conduct pressure tests to verify the system’s integrity, functionality, and leak resistance.

· Additional 3-way ball valve is required to select between well water and local city water.

B.7. Controls The contractor implements the monitoring/control system for the pump house. The system will have the capacity perform manual & remote on/off control of the pumps. The location of the remote on/off control for the pumps shall be on the utility Building.

B.8. Well Identification Well shall be properly labeled with an identification plate immediately upon well completion. The identification plate shall be constructed of a durable, weatherproof, rustproof material. The identification plate shall be permanently secured to the well casing or enclosure floor around the casing where it is readily visible. The identification plate shall include the following:

· Company name and certification of well driller.

· Date the well was completed.

· Total depth (feet or meters) and static water level (feet or meters).

· Casing depth (feet or meters)”.

B.9. Written reports The contractor is required to provide the following written reports:

a) Field documentation report to include:

i. Casing material, diameter, and depth below grade

ii. Screen material, construction, diameter, and opening size

iii. Pumping test with static water level, maximum safe yield, and drawdown at maximum yield

iv. Well log indicating strata encountered

b) Operation and Maintenance information for each well pump, [valves, motors, and well screen] to include in emergency, operation, and maintenance manuals.

c) List of recommendations for repair and improvements with proposed costs to ensure the well is performing per the original design.

d) Copy of all inspection and test results (hydrostatic, water quality analysis, performance test data).

e) Debrief to Embassy point of contact.

f) List of immediate safety issues

C.1.3 REFERENCES:

A. The Work shall be governed by the U.S. Embassy, Antananarivo, Madagascar. All work is to be in compliance with International Codes and standards, which includes the most recent published edition of the OBO Building code, National Fire Prevention Association (NFPA), International Fire Code (IFC), International Building Code (IBC) , International Mechanical Code (IMC), International Plumbing Code (IPC), National Electrical Installation Standards (NEiS), National Electrical Safety Code (NESC), Standard for Electrical Safety in the Workplace (NFPA-70E) and National Electric Code (NFPA-70) as amended by OBO, also are applicable. Should there be a discrepancy between the US Embassy Specifications and the applicable Building Code, the more stringent of the two shall govern.

B. The Contractor is responsible for compliance with all Building Codes; Work not in compliance with the Codes shall be deemed to be unacceptable.

C.1.4 SUBMITTALS:

A. Contractor's executed insurance certificate.

B. Contractor’s crew individual identification information for visitor access requests.

C. Submit list of all subcontractors with evidence of subcontractor's insurance coverage.

D. Project schedule showing work phasing and proposed daily progress.

E. Construction Accident Prevention Plan (CAPP) F. Design drawings, specifications, calculations and other items as outlined in part 2.

G. Material manufacturers and accessory product data sheets in accordance with part two.

H. Shop Drawings and calculations as required.

I. Warranty: The Contractor shall provide a written one-year workmanship warranty after date of substantial completion to cover all elements of work to be free of defects. Manufacturer’s standard material/equipment warranties are to be provided for all new items.

C.1.5 SUBSTITUTIONS AND PRODUCT OPTIONS:

A. Contractor's Representation: Request for substitution constitutes a representation that Contractor:

1. Has investigated proposed product and determined that it is equal to or superior in all respects to that specified.

2. Shall coordinate installation of accepted substitution into Work and make such other changes as may be required for Work to be complete in all respects.

3. Waives all claims for additional costs, under his responsibility, related to substitution, which subsequently becomes apparent.

4. If substitution is not approved or accepted, Contractor shall furnish specified product.

B. Substitutions:

1. During Solicitation, only written requests for substitutions of products in place of those specified will be considered. Such requests must be received at least two weeks prior to Proposal Date. Requests received after that time will not be considered. Approval of substitutions will be set forth in an Amendment.

2. Requests for substitutions supported with complete data, drawings, and appropriate samples shall include data listed below:

a. Product description, performance and test data, and applicable reference standards.

b. Changes required in other elements of Work because of substitution.

c. Effect on construction schedule.

C. Product Options: For products specified by naming several products or manufacturers, select any product and manufacturer named.

D. All substitutes products shall meet certification requirements.

C.1.6 CONTRACT ADMINISTRTION

A. The Contractor shall not conduct any work that is beyond this Statement of Work and accompanying contract documents unless directed in writing by the Contracting Officer (CO). Any work done by the Contractor beyond this SOW and accompanying contract documents without direction from the CO will be at the Contractor’s own risk and at no cost to the Embassy.

B. The Contracting Officer shall provide a Notice to Proceed (NTP) to the Contractor. No work shall commence until the NTP is issued by the CO.

C. The Contracting Officer may designate more than one individual to serve as the Contracting Officer's Representative (COR). The Contractor will be furnished evidence of COR appointments, including explicit authority delegated to each COR and their responsibilities.

D. The U. S. Embassy does not make representations or warranties of whatsoever kind or nature, either expressed or implied, as to the quality, level of completion, accuracy, extent of compliance with the standards, codes and requirements described or referred to in this SOW, or the extent of coordination between or among the documents provided to the Contractor.

E. The U. S. Embassy’s review, approval, or acceptance of, nor payment for the services required under this contract shall be construed to operate as a waiver of any rights under this contract or any cause of action against the Contractor arising out of the performance of this contract.

F. The Contracting Officer has the authority to issue a temporary stop order during the execution of any phase of this SOW. This authority may be executed when the U. S. Embassy requires time for official functions or is in possession of specific credible information indicating that the lives of U. S. Embassy personnel are immediately threatened, and that the execution of the project will increase the U. S. Embassy's vulnerability. The Contractor shall promptly notify the CO that work has been stopped.

G. If any of the Contractor’s services do not conform to the contract requirements, the COR may require the Contractor to perform the services again in conformity with the contract requirements. The U. S. Embassy may by contract or otherwise, perform the services and charge the Contractor any cost incurred by the U. S. Embassy that is directly related to the performance of such service or terminate the contract for default.

H. The U. S. Embassy has the right to terminate this contract for convenience at any time in whole, or from time to time, if the Contracting Officer determines it is in the interest of the U.S. Government.

I. All documentation produced for this project shall become the ownership of the U.S. Embassy at the completion of this project.

C.1.7 QUALITY CONTROL:

A. The Embassy has the right to inspect and test all services, to the extent practicable at all times and places during the work. Embassy Facility Management staff may perform full time quality assurance inspections and tests during construction to confirm the work is installed according to the Scope of Work.

B. Maintain quality control over suppliers, manufacturers, products, services, site conditions, and workmanship to produce work of specified quality.

C. The Work shall be governed by the U.S. Embassy, Antananarivo, Madagascar. All work is to be in compliance with International Codes and standards, which includes the most recent published edition of the National Fire Prevention Association (NFPA), International Fire Code (IFC), International Building Code (IBC) , International Mechanical Code (IMC), International Plumbing Code (IPC), National Electrical Installation Standards (Neis), National Electrical Safety Code (NESC), Standard for Electrical Safety in the Workplace (NFPA-70E) and National Electric Code (NFPA-70) as amended by OBO, also are applicable. Should there be a discrepancy between the US Embassy Specifications and the applicable Building Code, the more stringent of the two shall govern.

D. The Contractor is responsible for compliance with all Building Codes; Work not in compliance with the Codes shall be deemed to be unacceptable.

C.1.8 STORAGE OF MATERIALS:

A. Proper storage of materials is the sole responsibility of Contractor. Keep all labels intact and legible, clearly showing the product, manufacturer, and other pertinent information.

B. Store materials on site. Cover and protect materials subject to damage by weather, including during transit. Stored materials shall be available for inspection.

C. Store flammable and volatile liquids in sealed containers located a minimum of 20 feet from existing buildings.

D. Liquid products shall be delivered sealed, in original containers. Store roll goods in an upright position.

E. Secure equipment, material, and debris to prevent movement by wind or other elements.

C.1.9 TEMPORARY FACILITIES:

A. The Contractor shall be responsible for connection of temporary utilities to existing utilities including water and power lines. All temporary connections to local water and power lines shall be coordinated with the COR. The Contractor shall pay all costs Temporary Water:

1. Plan with Embassy for water required for construction. Embassy will pay for cost of water.

2. Coordinate all water service disruptions with the Facility Manager

3. Provide hoses for conveyance.

B. Temporary Electrical

1. Electrical service is available adjacent to the project site. Service is 220V ac, 50Hz.

2. Arrange with Embassy for temporary electrical service. Embassy will pay energy charges for temporary power and lighting.

3. Notify Embassy prior to each required interruption of mechanical or electrical services in the building.

4. Provide all necessary temporary wiring extensions and temporary lighting devices.

C. Temporary Ladders, Chutes, Scaffolds, Hoists and Cranes:

1. Furnish and maintain temporary ramps, scaffolds, hoists, or chutes as required for proper execution of Work.

2. Restrict debris removal to Embassy -approved area of building site.

3. Restrict location of equipment to areas as approved by Embassy.

4. Such apparatus, equipment, and construction shall meet requirements of applicable federal, state, and local safety and labor laws.

C.1.10 PROJECT PROCEDURES:

A. The Embassy will be occupied during the entire period of construction for the conduct of normal, daily operations. Contractor shall conduct his operations so as to ensure least inconvenience to Embassy occupants.

B. Contractor shall take precautions to avoid excessive noise or vibration that would disturb the occupants. When directed by Embassy, Contractor shall perform certain operations at designated time of day or night in order to minimize disturbance.

C. Drawings: This scope of work (SOW) accompanies design drawings to comprise the project manual. Contractor is to field verify all drawings prior to the commencement of the work.

D. Contractor is required to have an English-speaking representative on site at all times.

C.1.11 PROJECT SAFETY:

A. Contractor is responsible for safety and shall comply with US Embassy requirements, US Army Corp of Engineers (USACE) Safety Manual (EM 385-1-1), U.S. OSHA Regulations and all local labor laws, regulations, customs and practices pertaining to labor, safety and similar matters. Contractor shall prepare a Construction Accident Prevention Plan to cover total project safety to be reviewed and approved by the Contracting Officer Representative (COR), and U.S. Embassy Post Occupational Safety and Health Officer (POSHO).

B. Contractor shall furnish Personal Protective Equipment (PPE) for each employee as required for the specific job type and in accordance with (IAW) relevant OSHA regulations.

C.1.12 PROJECT SECURITY:

A. Personnel Clearances:

1. A Visit Authorization Request (VAR) will be required for all contractor personnel prior to entry. Contractors shall forward the following information to the COR: full name, date and place of birth, Government Identification Card, name of employer, position/discipline.

B. Vehicle Clearances: Submit authorization requests, to include dates, vehicle type, license number, and driver name, for each motorized vehicular implement used on-site.

C. Access to Site: Contractor shall have limited access to or be admitted into the compound outside the areas designated for the project except with permission by the Embassy.

D. Procurement/Storage: Materials shall be procured by NON-SECURE or local means and stored NON-SECURE. All materials may be inspected prior to use on the project.

PART TWO – SERVICES

C.2.1 RESPONSIBILITIES OF THE DESIGN-BUILD CONTRACTOR

A. The Contractor shall be responsible for the professional quality, technical accuracy, and the coordination of all designs, drawings, specifications, and other services furnished by the Contractor under this contract. The Contractor shall, without additional compensation, correct or revise any errors or deficiencies in its designs, drawings, specifications, and other services.

B. Neither the Government's review, approval or acceptance of, nor payment for the services required under this contract shall be construed to operate as a waiver of any rights under this contract or any cause of action arising out of the performance of this contract, and the Contractor shall be and remain liable to the Government in accordance with applicable law for all damages to the Government caused by the Contractor's negligent performance of any of the services furnished under this contract.

C. The rights and remedies for the Government provided for under this contract are in addition to any other rights and remedies provided by law.

D. If the Contractor is comprised of more than one legal entity, each entity shall be jointly and severally liable hereunder.

E. All materials and equipment incorporated into the project shall be new unless noted otherwise. The Contractor shall transport and safeguard all materials and equipment required for construction.

F. Equipment and materials shall be carefully handled, properly stored, and adequately protected to prevent damage before and during installation, in accordance with the manufacturer's recommendations. Damaged or defective items shall be replaced at Contractor expense. The Contractor will be responsible for security of all materials and equipment.

G. Receipt of Materials - Shipment of equipment, materials, and supplies shall be addressed to the Contractor - not the U. S. Embassy. The Contractor must be on hand to accept shipments; the U. S. Embassy will not accept shipments.

C.2.2 CONTRACT DOCUMENTATION SERVICES

A. Produce Contract Documents for design/build as described. The contract documents shall consist of detailed drawings, specifications, including Division One, and scheduling reflecting the proposed means of construction, construction contractor support services, and modifications to existing building features.

B. Obtain available information from Post required to complete the documents. This information shall include, but is not limited to, photographs, field notes and sketches, previous designs, and architectural, structural, electrical, mechanical, plumbing, and other appropriate drawings.

C. Design shall ensure minimum 10 years of performance. Include a consideration to ease repair and maintenance by local staff or in-country contractors.

D. Required Documentation: Contractor shall submit drawings, specifications, and catalog cuts, bill of quantities, and schedules for the Contract Documentation.

1. Drawings: Drawings shall include all existing and new design elements and shall consist of mechanical and electrical structural, or any other disciplines required to provide a complete design.

2. Specifications: Specifications shall delineate all materials, finishes and installation methods to be used.

3. Construction Schedule: Identify issues such as security, material procurement and product delivery that may affect a schedule.

C.2.3 CONSTRUCTION SERVICES

A. Contractor must provide all equipment, labor, and materials necessary to complete the well drilling.

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PART THREE– EXECUTION

C.3.1 SITE VISIT

A. The contractor shall prepare a travel plan to include the team member names and itinerary to be submitted to the COR. Contractor shall also be required to provide specific information necessary to obtain an Visitation Authorization Request (VAR) and to the COR in the following format:

1. Full Name:

2. Title/Company:

3. DOB:

4. POB:

5. Passport #:

6. Country of Passport:

7. Expires:

C.3.2 DESIGN SUBMITTALS

A. Use of Documents:

B. Document Formats:

1. All written information shall be in the English language in WORD format.

2. All specifications shall be in English with dimensions, weights, and sizes in SI (& inch-pound) measurements systems.

3. All drawings shall be in the English language with dimensions, weights, and sizes in both metric and English measurement systems, with metric as the primary system.

C. Contractor shall carefully review and coordinate drawings, specifications, and other project documents before submittal. Contractor shall have a quality control program in effect, that will require employees and consultants to thoroughly review and coordinate all project data prior to submittals. Deficiencies, ambiguities, conflicts, and inconsistencies shall be rectified prior to the submittal of documents, or they will be rejected by the Contracting Officer's Representative (COR).

1. Comments received during design review will be compiled and sent to the contractor in writing. The contractor is to respond to all comments and return responses to the U.S. Embassy. Design documents are to be updated based on review comments and returned with comment responses. Documents are to be updated and comments responded to until all US Embassy Facility Manager requirements are met.

2. Contractor shall cease all work during the government review periods until receipt of written review comments from the government on each of these submittals. Any work on the project during these review periods is at the Contractor's risk. Contractor shall consider this temporary cessation of work in planning and scheduling.

C.3.3 DESIGN DOCUMENTATION DELIVERABLES

Copies

To

· Hydrogeological reports,

· Design & documents

C.3.4 CONSTRUCTION REQURIEMENTS

A. No construction shall begin until approvals of the Design and Pre-Construction Submittals are accepted by the COR.

B. The Contractor shall be responsible for all required materials not provided by the Embassy, equipment and personnel to manage, administer, and supervise the project. All workmanship shall be of good quality and performed in a skillful manner as determined by the COR.

C. The Contractor will be provided with a storage and staging area as determined by the COR. The Contractor shall be responsible for restoring the area to its original condition at the completion of the work. The Contractor shall be responsible for repair of any damage incurred to buildings or pavement as a result of storage activities. The Contractor is responsible for obtaining any additional off compound storage areas as required.

D. The Contractor shall always keep the work area free from accumulation of waste materials. Upon completion, the Contractor shall remove any temporary facilities and leave the project site in a clean and orderly condition acceptable to the COR.

E. The Contractor shall perform the work at the site during the U. S. Embassy's normal workday hours, unless alternate work hours are agreed upon with the COR.

F. At the end of each workday, or notification of a temporary stop order, the Contractor shall lower and secure all temporary work platforms and/or harnesses. Contractor shall notify the COR of the temporary barricade locations. Beginning the next workday, the contractor shall remove the temporary barricades before continuing the project.

G. Protections and Damage Plan: The Contractor shall be responsible to protect all U.S. Government property to include: all furniture, furnishings, and interior and exterior architectural finishes from damage. Any damage caused by the Contractor to architectural interior and exterior finishes will be returned to original condition by the Contractor at Contractor expense. In addition to the architectural finishes, the Contractor shall protect all non-included mechanical and electrical equipment and controls from damage throughout the duration of work. Prior to commencing the work, the Contractor along with Embassy representatives shall survey the site that will be impacted by the project work and document existing conditions. It shall be the Contractor’s responsibility to document in writing all pre-existing damaged surfaces prior to the start of the project work and to provide a copy of the documentation to the COR prior to project start.

H. Storm Protection - should warnings of wind of gale force or stronger be issued, the Contractor shall take every practicable precaution to minimize danger to persons, the work, and adjacent property. Precautions shall include, but not be limited to, closing all openings, removing all loose materials, tools, and equipment from exposed locations, and other temporary work.

I. Material Debris and Removal Plan - The Contractor shall keep the work area, including storage areas, free from accumulation of waste materials daily and comply with all federal, state, and local regulations pertaining to the storage, transportation, and disposal of waste materials. The Contractor shall not use the U. S. Embassy waste disposal facilities including garbage cans, trash piles, or dumpsters.

J. Landscape Restoration - The surfaces of all unpaved areas disturbed by construction activities shall be sodded with an approved grass native to the sodded area as approved by the COR. These shall include areas where existing pavement is removed, areas where excavation takes place, and areas where existing sod is killed or compacted by construction activities. Landscape shrubs killed or damaged by construction activities shall be replaced with same species and size.

C.3.5 AS-BUILT DELIVERABLES

A. As-Built Drawings: The Contractor shall provide a complete set of as-builts, to include electronic copy, of the project after completion. The as-built modifications must be accomplished by electronic drafting methods on the Contractor-originated DWG design drawings to create a complete set of record drawings. For each record drawing, provide CAD drawing identical to signed Contractor-originated PDF drawing that incorporate modifications to the as-built conditions. After all as-built conditions are recorded on the DWG files, produce a PDF file of each individual record drawing.

C.3.7 CLEANING and ADJUSTING A. After completing maintenance and repairs, clean surrounding areas and surfaces.

B. During progress of work, remove discarded materials, rubbish, cans, and rags from site at end of each workday.

C. Reinstall all disconnected equipment after completion of the work. Reconnect pipe, conduit, wiring, and reactivation of the equipment to its original condition.

D. Correct any damage by cleaning, repairing, or replacing, as acceptable to the Embassy.

PART FOUR – SCHEDULE

C.4.1 PERIOD OF PERFORMANCE: Calendar days A. The work shall be executed in a diligent manner in accordance with a negotiated firm fixed price and performance period as outlined below.

C.4.3 ADMINISTRATION

A. A Contracting Officer Representative (COR) will be designated by your Contracting Officer (CO). The Contract indicates which communications must be directed to the CO and which may be directed to the COR. The COR will be your primary point of contact for day-to-day items. OBO is the technical support office to assist the COR in managing the project.

B. All invoices shall include the name of U.S Diplomatic facility, name of project, contract number, delivery order number, and obligation number, and dates of the services performed. They shall indicate actual payments received and/or requested on previous invoices. A limit of one invoice for payment per month completed along with associated receipts shall be submitted and a final invoice after submission of the final completion of services.

PART FIVE - ATTACHMENTS

ATTACHMENT#1 SITE MAP

End Of Statement Of Work

SECTION 2 - CONTRACT CLAUSES

RFQ # 19MA1025Q0004

CONTINUATION TO…