Solicitation Amendment W912PP25QA0170004 SF 30.pdf

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER.

If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

16C. DATE SIGNED

Previous edition unusable STANDARD FORM 30 (REV. 11/2016) Prescribed by GSA FAR (48 CFR) 53.243

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE PAGE OF PAGES

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6) CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

List of Contract Documents, Exhibits, or Attachments

The attachments table has changed from:

Identifier Document Name Document Description Reference Identifier

Date Line Item Page Numbers

Document Type

Provided Under Separate Cover

0002 Wage Determination Wage Determination 20 May 2025 21 Attachment No

1500 GAL Water tank picture Conchas Dam

1500 gallons Potable water tank pictures 18 Jul 2025 5 Attachment No

Performance Work Statement Amendment 00002

Performance Work Statement 21 Jul 2025 19 Attachment No

To:

Identifier Document Name Document Description Reference Identifier

Date Line Item Page Numbers

Document Type

Provided Under Separate Cover

0002 Wage Determination Wage Determination 20 May 2025 21 Attachment No

1500 GAL Water tank picture Conchas Dam

1500 gallons Potable water tank pictures 18 Jul 2025 5 Attachment No

Performance Work Statement

Performance Work Statement 25 Jul 2025 31 Attachment No

The following contract documents were added:

Performance Work Statement

The following contract documents were deleted:

Performance Work Statement Amendment 00002

The following contract documents Page Counts were changed:

DOCUMENT PAGE COUNTS

DOCUMENT NAME FROM TO

Performance Work Statement none 31

W912PP25QA0170004

1-1

PERFORMANCE WORK STATEMENT (PWS)

Potable Water Tank Inspection at

Conchas Dam

Amendment 00003

PART 1

GENERAL INFORMATION

1.0 General: This is a non-personal services contract to provide potable water tank inspections of the three (3) potable water storage tanks located at Conchas Dam, NM. The Government shall not exercise any supervision or control over the contract service providers performing the services herein. Such contract service providers shall be accountable solely to the primary contractor who, in turn is responsible to the Government.

1.1 Description of Services/Introduction: The contractor shall provide all personnel, equipment, supplies, facilities, transportation, tools, materials, supervision, and other items and non-personal services necessary to perform raw potable water tank inspections as defined in this Performance Work Statement

(PWS) except for those items specified as Government furnished property and services. The contractor shall perform to the standards in this contract.

1.2 Background Routine potable water inspections should be performed on all potable water storage tanks at minimum 3 to 5 years depending on existing conditions. The inspection shall be conducted by a qualified inspector or licensed engineer (license does not need to be from the State of New Mexico).

1.3 Objectives: The objective is to provide inspection services to the three (3) potable water storage tanks located at Conchas Dam. The inspection items will include one (1) 30,000-gallon raw potable water storage tank located in the maintenance area, northwest of the project office; and two (2) 1,500-gallon portable storage tanks located in the administrative building next to the filtration system. The Government anticipates all requirements of this contract will be completed within one mobilization.

1.4 Scope: Routine inspections shall be performed on the three (3) active potable water storage tanks.

The inspection shall be conducted by a qualified inspector using the dry method when the tanks are completely drained. Project personal will drain the 30,000 gallon storage tank prior to Contractor arrival and inspection. The Contractor will be required to drain the two, 1,500 gallon water tanks. All discharge water and sediment released from the tanks may be released onto the ground. All discharge water does not require dichlorination. The tanks shall be evaluated from several locations to provide an accurate evaluation of its condition. Individuals entering the tank shall comply with the Occupational Safety and Health

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Administration (OSHA), state, and/or other applicable regulations concerning entry into confined spaces.

The Contractor shall inspect the following specific tasks in section 5.1 Inspection Requirements.

1.5 Period of Performance: The period of performance is 180 days after award.

1.6 General Information:

1.6.1 Place of Performance: The work to be performed under this contract will be performed at

Conchas Dam located 32 miles northwest of Tucumcari, New Mexico and 77 miles south of Las Vegas, New Mexico.

1.6.2 Type of Contract: The Government will award a Firm, Fixed-Price Contract.

1.6.3 Hours of Operation: The Contractor is responsible for conducting business between the hours of

0730 and 1600 Monday thru Friday except Federal holidays or when the Government facility is closed due to local or national emergencies, administrative closings, or similar Government directed facility closings.

For other than firm fixed price contracts, the contractor will not be reimbursed when the Government facility is closed for the above reasons. The contractor must at all times maintain an adequate workforce for the uninterrupted performance of all tasks defined within this PWS when the Government facility is not closed for the above reasons. When hiring personnel, the contractor shall keep in mind that the stability and continuity of the workforce are essential.

1.6.4 Recognized Holidays: The following holidays are recognized as Federal holidays and

Government offices will not be open

New Year’s Day Labor Day

Martin Luther King Jr.’s Birthday Columbus Day

President’s Day Veteran’s Day

Memorial Day Thanksgiving Day

Juneteenth Christmas Day

Independence Day

1.6.5 Quality Control The contractor shall develop and maintain an effective Quality Control Program

(QCP) to ensure services are performed in accordance with this PWS. The contractor shall develop and implement procedures to identify, prevent, and ensure non-recurrence of defective services. The contractor’s QCP is the means by which he assures himself that his work complies with the requirement of the contract. The QCP shall be delivered within 30 days after contract award. Three copies of a comprehensive written QCP shall be submitted to the KO and COR within 5 working days when changes are made thereafter. After acceptance of the quality control plan the contractor shall receive the contracting officer’s acceptance in writing of any proposed change to his QC system.

1.6.6 Quality Assurance: The Government shall evaluate the contractor’s performance under this contract in accordance with the Quality Assurance Surveillance Plan (QASP). This plan is primarily focused on what the Government must do to ensure that the contractor has performed in accordance with the performance standards. It defines how the performance standards will be applied, the frequency of surveillance, and the minimum satisfactory performance thresholds.

1.6.7 Security Requirements: Contractor personnel performing work under this contract must have a

1.6.7.1 Physical Security: The Contractor shall be responsible for safeguarding all Government equipment, information and property provided for Contractor use. At the close of each work period, Government facilities, equipment, and materials shall be secured.

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1.6.7.2 General Security Requirements and Guidance

The security requirements described below apply to all contract personnel (including employees of the prime Contractor (“Contractor”) and all subcontractor employees) supporting the performance requirements of this contract. The Contractor is responsible for compliance with these security requirements. Questions regarding security matters shall be addressed to the designated

Government representative (e.g., Contracting Officer Representative (COR), Requiring Activity

(RA) representative, or Contracting Officer (if a COR or other RA representative is not appointed)). Contract personnel are critical to the overall security and safety of US Army Corps of

Engineers (USACE) installations, facilities and activities, and security awareness training contributes to those efforts. The Department of Defense (DoD) and Army security training requirements specified below, if applicable, are performance requirements; all applicable contract personnel shall complete initial training within 30 days of contract award or the date new contract personnel begin performance on the contract. Within five business days from the completion of training, the Contractor shall provide written documentation (e.g., email or memorandum) to the

Government representative. The documentation shall include the names of contract personnel trained and which training they completed; the Contractor shall maintain training records as part of their contract files and be prepared to provide copies of training certificates to the Government representative. Contractor personnel and vehicles are subject to search when entering federal installations. Additionally, all contract personnel shall comply with Force Protection Condition

(FPCON) measures, Random Antiterrorism Measures (commonly referred to as “RAMs”), and

Health Protection Condition (HPCON) measures. The Contractor is responsible for meeting performance requirements during elevated FPCON and/or HPCON levels in accordance with applicable RA plans and procedures --this includes identifying mission essential and non-mission essential personnel. In addition to the changes otherwise authorized by the changes clause of this contract, should the FPCON or HPCON levels at any individual facility or installation change, the

Government may implement security changes that affect contract personnel. The Contractor shall ensure all contract personnel are aware of their security responsibilities, including any site-specific requirements identified in local policies or procedures.

1.6.7.2.1 Physical security and access control requirements: All contract personnel requiring physical access to a federal installation or facility shall comply with the access control procedures of that location. Contract personnel requiring unescorted access to meet contract performance requirements on a DoD installation in the US shall be vetted by the installation/facility Provost Marshal/Directorate of Emergency Services/Security

Office using the National Crime Information Center-Interstate Identification Index

(commonly referred to as “NCIC-III”) and Terrorist Screening Database (commonly referred to as “TSDB”). Contract personnel shall comply with all personal identity verification requirements specified in installation/facility policies and procedures.

Contract personnel who do not meet requirements for unescorted access to USACE facilities shall coordinate escorted access with the Government representative, as needed.

Contract personnel who receive keys, access cards, or lock combinations that provide access to government-owned property shall comply with key and lock control procedures of the RA.

1.6.7.2.2 Suspicious Activity Reporting Training (e.g. iWATCH, CorpsWatch, or

See Something, Say Something) All contract personnel shall receive initial and annual refresher training from the RA representative on the local suspicious activity reporting program. This locally developed training provides contract personnel with general information on suspicious behavior, and guidance on reporting suspicious activity to the project manager, security representative or law enforcement entity.

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1.6.7.2.3 Pre-screen Candidates Using E-Verify Program: Contractors shall comply with the requirements set forth in FAR clause 52.222-54 Employment Eligibility

Verification and FAR Subpart 22.18 in using the E-Verify Program at (https://www.e-verify.gov/) (website subject to change) to meet the contract employment eligibility requirements. Contractors are encouraged to cooperate with Federal and State agencies responsible for enforcing labor requirements to include eligibility for employment under

United States immigration laws in accordance with FAR 22.102-1(i). An initial list of verified/ eligible candidates shall be provided to the COR no later than three business days after the initial contract award. When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, and submit it to the Contracting Officer to become part of the official contract file.

1.6.7.3 Key Control: The Contractor shall establish and implement methods of making sure all keys/key cards issued to the Contractor by the Government are not lost or misplaced and are not used by unauthorized persons. NOTE: All references to keys include key cards. No keys issued to the Contractor by the Government shall be duplicated. The Contractor shall develop procedures covering key control that shall be included in the Quality Control Plan. Such procedures shall include turn-in of any issued keys by personnel who no longer require access to locked areas. The

Contractor shall immediately report any occurrences of lost or duplicate keys/key cards to the

Contracting Officer.

1.6.7.3.1 In the event keys, other than master keys, are lost or duplicated, the contractor shall, upon direction of the Contracting Officer, re-key or replace the affected lock or locks;

however, the Government, at its option, may replace the affected lock or locks or perform re-keying. When the replacement of locks or re-keying is performed by the Government, the total cost of re-keying or the replacement of the lock or locks shall be deducted from the monthly payment due the contractor. In the event a master key is lost or duplicated, all locks and keys for that system shall be replaced by the Government and the total cost deducted from the monthly payment due the contractor.

1.6.7.3.2 The contractor shall prohibit the use of Government issued keys/key cards by any persons other than the contractor’s employees. The contractor shall prohibit the opening of locked areas by contractor employees to permit entrance of persons other than contractor employees engaged in the performance of assigned work in those areas, or personnel authorized entrance by the Contracting Officer.

1.6.7.4 Lock Combinations: The contractor shall establish and implement methods of ensuring that all lock combinations are not revealed to unauthorized persons. The contractor shall ensure that lock combinations are changed when personnel having access to the combinations no longer have a need to know such combinations. These procedures shall be included in the contractor’s Quality

Control Plan.

1.6.8 Special Qualifications: The Contractor is responsible for ensuring that all employees possess the required certifications, safety equipment, etc.

1.6.9 Post Award Conference/Periodic Progress Meetings: The contractor agrees to attend any post award conference convened by the contracting activity or contract administration office in accordance with

Federal Acquisition Regulation Subpart 42.5. The Contracting Officer, Contracting Officer’s

Representative (COR), and other Government personnel, as appropriate, may meet periodically with the contractor to review the contractor's performance. At these meetings the Contracting officer will apprise the contractor of how the Government views the contractor's performance and the contractor will apprise

1-5 the Government of problems, if any, being experienced. Appropriate action shall be taken to resolve outstanding issues. These meetings shall be at no additional cost to the Government.

1.6.10 Contracting Officer’s Representative (COR): A COR may be identified by separate letter. The

COR monitors all technical aspects of the contract and assists in contract administration. The COR is authorized to perform the following functions: assure that the contractor performs the technical requirements of the contract: perform inspections necessary in connection with contract performance;

maintain written and oral communications with the contractor concerning technical aspects of the contract;

issue written interpretations of technical requirements, including Government drawings, designs, specifications; monitor contractor's performance and notifies both the Contracting Officer and contractor of any deficiencies; coordinate availability of Government furnished property, and provide site entry of contractor personnel. A letter of designation issued to the COR, a copy of which is sent to the contractor, states the responsibilities and limitations of the COR, especially with regard to changes in cost or price, estimates or changes in delivery dates. The COR is not authorized to change any of the terms and conditions of the resulting contract.

1.6.11 Key Personnel: The follow personnel are considered key personnel by the Government: Santiago

Gallegos, Project Manager, Santiago.M.Gallegos@usace.army.mil , Office: (505) 441-8469; Dante Padilla, Government Representative, Dante.G.Padilla@usace.army.mil, Office: (505) 850-9310. The contractor shall provide a Contract Manager who shall be responsible for the performance of the work. The name of this person and an alternate who shall act for the contractor when the manager is absent shall be designated in writing to the Contracting Officer. The Contract Manager or alternate shall have full authority to act for the contractor on all contract matters relating to daily operation of this contract. The Contract Manager or alternate shall be available between 0730 and 1600 Monday thru Friday except Federal holidays or when the Government facility is closed for administrative reasons.

1.6.12 Identification of Contractor Employees: All contract personnel attending meetings, answering

Government telephones, and working in other situations where their contractor status is not obvious to third parties are required to identify themselves as such to avoid creating an impression in the minds of members of the public that they are Government officials. They must also ensure that all documents or reports produced by contractors are suitably marked as contractor products or that contractor participation is appropriately disclosed. Contract personnel will not be required to obtain and/or wear badges during the performance of the work outlined in this PWS.

1.6.13 Data Rights: The Government has unlimited rights to all documents/material produced under this contract. All documents and materials, to include the source codes of any software, produced under this contract shall be the property of the Government with all rights and privileges of ownership/copyright belonging exclusively to the Government. These documents and materials may not be used or sold by the contractor without written permission from the Contracting Officer. All materials supplied to the

Government shall be the sole property of the Government and may not be used for any other purpose. This right does not abrogate any other Government rights.

1.6.14 Organizational Conflict of Interest Contractor and subcontractor personnel performing work under this contract may receive, have access to or participate in the development of proprietary or source selection information (e.g., cost or pricing information, budget information or analyses, specifications, or work statements, etc.) or perform evaluation services which may create a current or subsequent

Organizational Conflict of Interests (OCI) as defined in FAR Subpart 9.5. The contractor shall notify the

Contracting Officer immediately whenever it becomes aware that such access or participation may result in any actual or potential OCI and shall promptly submit a plan to the Contracting Officer to avoid or mitigate any such OCI. The contractor’s mitigation plan will be determined to be acceptable solely at the discretion of the Contracting Officer and in the event the Contracting Officer unilaterally determines that any such

OCI cannot be satisfactorily avoided or mitigated, the Contracting Officer may affect other remedies as he file://///155.83.170.200/cespa/User/CT/Simplified%20Purchases/FY25%20Purchase%20Orders/W912PP25QA017%20-%20CN%20Potable%20Water%20Tank%20Inspection/Pre-Award/,%20Santiago.M.Gallegos@usace.army.mil%20 file://///155.83.170.200/cespa/User/CT/Simplified%20Purchases/FY25%20Purchase%20Orders/W912PP25QA017%20-%20CN%20Potable%20Water%20Tank%20Inspection/Pre-Award/Dante.G.Padilla@usace.army.mil

1-6 or she deems necessary, including prohibiting the contractor from participation in subsequent contracted requirements which may be affected by the OCI.

1.6.15 Safety:

1.6.15.1 U.S. Army Corps of Engineers’ Safety and Health Requirements Manual, EM 385-1-1 and

OSHA Requirements: The Contractor will be required to comply with all pertinent provisions of the latest version of the U.S. Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1 in effect on the date of the contract award. EM 385-1-1 and its changes are available at https://www.publications.usace.army.mil/USACE-Publications/Engineer-Manuals/. The Contractor must also comply with Occupational Safety and Health Act (OSHA) standards. OSHA standards are subject to change. It is the Contractor's responsibility to maintain familiarity with current OSHA standards. The

Contractor is responsible for providing all required personnel.

1.6.15.2 Zero Accident Goal: The Albuquerque District, in its continual pursuit of excellence in safety has established a goal of zero accidents. To attain this goal, it will be necessary for contractor management to set the expectation that worker injury is unacceptable and to create a culture where employees at all levels accept ownership of their safety performance.

1.6.15.3 Contractor Accident Prevention Plan: The Contractor shall develop a contract- or site- specific

Accident Prevention Plan (APP) to address the specific work, work processes, equipment to be used, and hazards pertaining to the contract. The APP shall contain appropriate hazard-specific plans as needed for the work being performed. The Contractor shall provide (1) Electronic in PDF Format and (1) Hard Copy

15-Days after award for Review and Acceptance by the COR https://www.publications.usace.army.mil/USACE-Publications/Engineer-Manuals/

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DEFINITIONS & ACRONYMS

2.0 Definitions and Acronyms:

2.1 Definitions

2.1.1 Contractor: A supplier or vendor awarded a contract to provide specific supplies or service to the

Government. The term used in this contract refers to the prime.

2.1.2 Contracting Officer (KO): A person with authority to enter into, administer, and or terminate contracts, and make related determinations and findings on behalf of the Government. Note: The only individual who can legally bind the Government.

2.1.3 Contracting Officer’s Representative (COR): An employee of the U.S. Government appointed by the Contracting Officer to administer the contract. Such appointment shall be in writing and shall state the scope of authority and limitations. This individual has authority to provide technical direction to the contractor as long as that direction is within the scope of the contract, does not constitute a change, and has no funding implications. This individual does NOT have authority to change the terms and conditions of the contract.

2.1.4 Defective Service: A service output that does not meet the standard of performance associated with the Performance Work Statement.

2.1.5 Deliverable: Anything that can be physically delivered, but may include non-manufactured things such as meeting minutes or reports.

2.1.6 Key Personnel: Contractor personnel that are evaluated in a source selection process and that may be required to be used in the performance of a contract by the Key Personnel listed in the PWS. When key personnel are used as an evaluation factor in best value procurement, an offer can be rejected if it does not have a firm commitment from the persons that are listed in the proposal.

2.1.7 Physical Security: Actions that prevent the loss or damage of Government property.

2.1.8 Quality Assurance (QA): The Government procedures to verify that services being performed by the contractor are performed according to acceptable standards.

2.1.9 Quality Assurance Surveillance Plan (QASP): An organized written document specifying the surveillance methodology to be used for surveillance of contractor performance.

2.1.10 Quality Control (QC): All necessary measures taken by the contractor to assure that the quality of an end product or service shall meet contract requirements.

2.1.11 Subcontractor: One that enters into a contract with a prime contractor. The Government does not have privity of contract with the subcontractor.

2.1.12 Work Day: The number of hours per day the contractor provides services in accordance with the contract.

2.1.12 Work Week: Monday through Friday, unless specified otherwise.

2-2

2.2 Acronyms:

ACOR Alternate Contracting Officer's Representative

AFARS Army Federal Acquisition Regulation Supplement

AR Army Regulation

CCE Contracting Center of Excellence

CFR Code of Federal Regulations

CONUS Continental United States (excludes Alaska and Hawaii)

COR Contracting Officer Representative

COTR Contracting Officer's Technical Representative

COTS Commercial-Off-the-Shelf

DA Department of the Army

DD250 Department of Defense Form 250 (Receiving Report)

DD254 Department of Defense Contract Security Requirement List

DFARS Defense Federal Acquisition Regulation Supplement

DMDC Defense Manpower Data Center

DOD Department of Defense

FAR Federal Acquisition Regulation

HIPAA Health Insurance Portability and Accountability Act of 1996

KO Contracting Officer

OCI Organizational Conflict of Interest

OCONUS Outside Continental United States (includes Alaska and Hawaii)

ODC Other Direct Costs

PIPO Phase In/Phase Out

POC Point of Contact

PRS Performance Requirements Summary

PWS Performance Work Statement

QA Quality Assurance

QAP Quality Assurance Program

QASP Quality Assurance Surveillance Plan

QC Quality Control

QCP Quality Control Program

TE Technical Exhibit

USACE U.S. Army Corps of Engineers

3-1

PART 3

GOVERNMENT FURNISHED PROPERTY, EQUIPMENT, AND SERVICES

3.0 Government Furnished Items and Services:

3.1 Services: The Government will provide a site visit, if requested by the Contractor. The

Government will also provide guidance and progress meetings, as necessary. The Government will drain the 30,000 gallon water storage tank prior to Contractor mobilization.

3.2 Facilities: The Government will provide the Contractor with any necessary keys or combinations to locks to access Conchas Dam Project areas in which the Contractor will require access upon the

Contractor’s arrival for the performance of services and check in at the Visitor Center. Keys and lock combinations must be returned to the POC/COR upon completion of the work described in this PWS.

3.3 Utilities: The Government will provide the use of utilities and water for tasks outlined in this

PWS. If utilities are furnished, the following is required: The contractor shall instruct employees in utilities conservation practices. The contractor shall be responsible for operating under conditions that preclude the waste of utilities, which include turning off the water faucets or valves after using the required amount to accomplish cleaning vehicles and equipment.

3.4 Equipment: The government will not provide any equipment for performance of this contract.

3.5 Materials: None

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PART 4

CONTRACTOR FURNISHED ITEMS AND SERVICES

4.0 Contractor Furnished Items and Responsibilities:

4.1 General: The contractor shall furnish all supplies, equipment, facilities, and services required to perform work under this contract that are not listed under Section 3 of this PWS.

4.2 Secret Facility Clearance: A Security Facility Clearance is not necessary for this contract.

4.3 Materials: The contractor shall furnish all personnel, equipment, supplies, services, transportation, tools, materials, supervision, and other items (personal and non-personal) for services required to meet the requirements in this PWS.

4.4 Equipment: The contractor shall provide all necessary equipment to meet the requirements in this

PWS.

4.5 Government Safety Requirements: The contractor shall submit their written Accident

Prevention Program to the Contracting Officer for evaluation and acceptance. The plan must be submitted and approved before any on-site work begins.

4.6 Service Contract Reporting (SCR): The contractor shall report ALL contractor labor hours

(including subcontractor labor hours) required for performance of services provided under this contract for

USACE via a secure data collection site. See clause 52.204-14. The contractor is required to completely fill in all required data fields using the following web address www.sam.gov

Reporting inputs will be for the labor executed during the period of performance during each Government fiscal year (FY), which runs October 1 through September 30. While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year. Contractors may direct questions to the help desk at: www.fsd.gov. Contractor User Guide is available at www.sam.gov

Click on the “Help” tab.

http://www.sam.gov/ http://www.fsd.gov/ http://www.sam.gov/

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PART 5

SPECIFIC TASKS

5.0 Specific Tasks: The contractor shall furnish all personnel, equipment, supplies, services, transportation, tools, materials, supervision, and other items (personal and non-personal) for services required to meet the requirements in this PWS.

5.1 Basic Services: The contractor shall provide a thorough inspection on the three (3) potable water storage tanks located at Conchas Dam and provide insight on the contractor’s findings via electronic file.

The inspection shall be conducted by a qualified inspector using the dry method when the tanks are completely drained. The tanks shall be evaluated from several locations to provide an accurate evaluation of its overall condition. The contractor shall ensure all features of the tanks mentioned in Section 5.13 are captured in their inspection results. Individuals entering the tank should comply with Occupational Safety and Health Administration (OSHA), state, and other applicable regulations concerning entry into confined spaces.

5.2 Optional Services: Exercise of options is at the Government’s discretion. The contractor shall not perform these optional services unless the Contracting Officer has executed a formal contract modification exercising the option.

5.3 Inspection Requirements:

5.3.1 Foundation: The foundation should be checked for visible concrete deterioration, settlement, and hollow-sounding areas

5.3.2 Supporting tower: The diagonal and riser rods shall be inspected for any rust or metal loss that may reduce their strength. They shall also be checked for proper tension. All the connections (clevises, wing plates, turnbuckles, and strut-to- column connections) shall be checked for structural integrity. The bolts and welds at these connections shall be inspected for metal loss and deterioration.

5.3.3 Container: The interior and exterior of the tank shall be inspected for deteriorating or worsening conditions that may include rust, mineral buildup, and loss of material, and to determine the remaining membrane thickness. The exterior must be marked “POTABLE WATER

ONLY”. Rivets and bolts shall be examined for tightness and metal loss. Pits shall be measured with a pit-depth gauge to determine the extent of the pitting. The steel around the pit shall be measured with an ultrasonic thickness gauge to determine the thickness of the steel surrounding the pit.

5.3.4 Container Interior (Stainless Steel and Aluminum): Inspect the interior of the tank to determine existing conditions and to ensure that the tank is in good operable condition and is in no need of repair, that there are no rusting elements, material degradation, damage to the paint coating, no cracking or surficial damage is observed, and that the polyurethane is not exposed.

5.3.5 Container Interior (Fiberglass): Inspect the interior of the tank to determine existing conditions and to ensure that the tank is in good operable condition and is in no need of repair, that

5-2 cracks and chips are less than 10%, the fiberglass is not exposed, and that there is no damage to the paint coating.

5.3.6 Manhole Covers Inspect the rubber gasket, insulation, and other physical components to ensure that these items are intact and are not displaced. Operate the locking mechanism and pressure relief valve to ensure the operation and functionality of these components.

5.3.7 Coating: Inspect the interior and exterior coating for rust, peeling, chalking, and/or graffiti.

5.3.8 Sanitary Conditions: Inspect the tank piping (including drain and overflow) for possible cross-connections. All the manholes, hatches, vents, and openings shall be inspected for compliance with AWWA standards and local, state, and federal regulations.

5.3.9 Vent and Overflow: The Contractor shall inspect for missing, damaged, rusted, or warped screens and ensure that the screen sizes can prevent birds and insects from entering the tank. The Contractor shall inspect the vent and overflow for proper sizing if there has been a significant increase in water usage and a corresponding increase in the fill/withdraw rates of the tank.

5.3.10 Access Hatches: The Contractor shall inspect that the access hatches to ensure that they are properly installed, fit snug, can easily be secured, and have a 4-inch curb or neck and 2-inch downward overlap or are tightly gasketed, bolted, and sealed.

5.3.11 Finial Balls: Inspect that the finial balls are effectively screened.

5.3.12 Roof: Inspect the roof for any physical damage such as holes, missing components, and/or interior or exterior damage. Inspect roof for any indications of settlement such as depressions, heaves, or displacement.

5.3.13 Cathodic Protection: Operate and inspect the system to ensure operability and that there is no physical damage.

5.3.14 Accessories: Level gauges, access lighting, obstruction lighting, and antennas, ladders, safety railings, platforms, and other safety-related items shall be inspected for deterioration and to ensure that they meet all applicable regulations.

5.3.15 Environment: The tank inspection shall include an evaluation of the tank’s environment and operating conditions.

5.3.1 Metal 30,000 Gallon Tank: Inspect tank for compliance with AWWA standards and local, state, and federal regulations.

5.3.1.1 Foundation: The foundation should be checked for visible concrete deterioration, settlement, and hollow-sounding areas

5.3.1.2 Container: The interior and exterior of the tank shall be inspected for deteriorating or worsening conditions that may include rust, mineral buildup, and loss of material, and to determine the remaining membrane thickness. The exterior must be marked “RAW WATER ONLY” (based on content source). All water sourced from lake and stored prior to purification is considered as raw water. Water stored after purification (chlorinated and filtered) is potable. Rivets and bolts shall be examined for tightness and metal loss. Inspect welds for signs of corrosion or leakage. Pits shall be measured with a pit-depth gauge to determine the extent of the pitting. The steel around the pit shall be measured with an ultrasonic thickness gauge to determine the thickness of the steel surrounding the pit.

5.3.1.3 Container Interior: Inspect the interior of the tank to determine existing conditions and to ensure that the tank is in good operable condition and is in no need of repair, that there are no rusting elements, 5-3 material degradation, damage to the paint coating, no cracking or surficial damage is observed, and that the metal is not exposed.

5.3.1.4 Roof Hatch: For the 30,000 gallon tank, inspect the rubber gasket, insulation, and other physical components to ensure that these items are intact and are not displaced. Operate the locking mechanism and pressure relief valve to ensure the operation and functionality of these components.

5.3.1.5 Coating: Inspect the interior and exterior coating for rust, peeling, chalking, and/or graffiti.

5.3.1.6 Sanitary Conditions: Inspect the tank piping (including drain and overflow) for possible cross-connections. Inspect all manholes, hatches, vents, and openings.

5.3.1.7 Vent and Overflow: The Contractor shall inspect for missing, damaged, rusted, or warped screens and ensure that the screen sizes can prevent birds and insects from entering the tank. The Contractor shall inspect the vent and overflow for proper sizing if there has been a significant increase in water usage and a corresponding increase in the fill/withdraw rates of the tank.

5.3.1.8 Access Hatches: The Contractor shall inspect that the access hatches to ensure that they are properly installed, fit snug, can easily be secured, and have a 4-inch curb or neck and 2-inch downward overlap or are tightly gasketed, bolted, and sealed.

5.3.1.9 Roof Vent: Inspect that the roof vent are in working condition and effectively screened.

5.3.1.10 Roof: Inspect the roof for any physical damage such as holes, missing components, and/or interior or exterior damage. Inspect roof for any indications of settlement such as depressions, heaves, or displacement.

5.3.1.11 Cathodic Protection: Operate and inspect the system to ensure operability and that there is no physical damage.

5.3.1.12 Accessories: Level gauges, access lighting, obstruction lighting, and antennas, ladders, safety railings, platforms, and other safety-related items shall be inspected for deterioration and to ensure that they meet all applicable regulations.

5.3.1.13 Environment: The tank inspection shall include an evaluation of the tank’s environment and operating conditions.

5.3.2 1500 Gallon Polyethylene Tank: Inspect tank for compliance with AWWA standards and local, state, and federal regulations.

5. 3.2.1 Container: The interior and exterior of the tank shall be inspected for deteriorating or worsening conditions that may include rust, mineral buildup, and loss of material, and to determine the remaining membrane thickness. The exterior must be marked “RAW WATER ONLY” (based on content source). All water sourced from lake and stored prior to purification is considered as raw water. Water stored after purification (chlorinated and filtered) is potable. Components shall be examined for tightness and material loss.

5. 3.2.2 Container Interior: Inspect the interior of the tank to determine existing conditions and to ensure that the tank is in good operable condition and is in no need of repair, material degradation, no damage, no cracking, or surface damage is observed.

5. 3.2.3 Sanitary Conditions: Inspect the tank piping (including drain and overflow) for possible cross-

5. 3.2.4 Vent and Overflow: The Contractor shall inspect for missing, damaged, rusted, or warped screens and ensure that the screen sizes can prevent birds and insects from entering the tank. The Contractor shall

5-4 inspect the vent and overflow for proper sizing if there has been a significant increase in water usage and a

5. 3.2.5 Access Hatches: The Contractor shall inspect that the access hatches to ensure that they are properly installed, fit snug, can easily be secured, and have a 4-inch curb or neck and 2-inch downward

5. 3.2.6 Top of Tank: Inspect the roof for any physical damage such as holes, missing components, and/or interior or exterior damage. Inspect roof for any indications of settlement such as depressions, heaves, or

5. 3.2.7 Accessories: Level gauges, access lighting, obstruction lighting, and antennas, ladders, safety railings, platforms, and other safety-related items shall be inspected for deterioration and to ensure that they

5. 3.2.8 Environment: The tank inspection shall include an evaluation of the tank’s environment and

5. 3.3 1500 Gallon Polyethylene Tank: Inspect tank for compliance with AWWA standards and local, state, and federal regulations.

5. 3.3.1 Container: The interior and exterior of the tank shall be inspected for deteriorating or worsening conditions that may include rust, mineral buildup, and loss of material, and to determine the remaining membrane thickness. The exterior must be marked “POTABLE WATER ONLY” (based on content source). All water sourced from lake and stored prior to purification is considered as raw water. Water stored after purification (chlorinated and filtered) is potable. Components shall be examined for tightness and material loss.

5. 3.3.2 Container Interior: Inspect the interior of the tank to determine existing conditions and to ensure that the tank is in good operable condition and is in no need of repair, material degradation, no damage, no cracking, or surface damage is observed.

5. 3.3.3 Sanitary Conditions: Inspect the tank piping (including drain and overflow) for possible cross-

5. 3.3.4 Vent and Overflow: The Contractor shall inspect for missing, damaged, rusted, or warped screens and ensure that the screen sizes can prevent birds and insects from entering the tank. The Contractor shall inspect the vent and overflow for proper sizing if there has been a significant increase in water usage and a

5. 3.3.5 Access Hatches: The Contractor shall inspect that the access hatches to ensure that they are properly installed, fit snug, can easily be secured, and have a 4-inch curb or neck and 2-inch downward

5. 3.3.6 Top of Tank: Inspect the roof for any physical damage such as holes, missing components, and/or interior or exterior damage. Inspect roof for any indications of settlement such as depressions, heaves, or

5. 3.3.7 Accessories: Level gauges, access lighting, obstruction lighting, and antennas, ladders, safety railings, platforms, and other safety-related items shall be inspected for deterioration and to ensure that they

5. 3.3.8 Environment: The tank inspection shall include an evaluation of the tank’s environment and

6-1

PART 6

APPLICABLE PUBLICATIONS

6.0 Applicable Publications (Current Editions) Contractor shall be accordance with applicable ANSI/AWWA standards, Federal, local and State Codes.

6.1 The contractor must abide by all applicable regulations, publications, manuals, and local policies and procedures in Part IV – Army – Chapter 16 129-131.

7-1

PART 7

ATTACHMENT/TECHNICAL EXHIBIT LISTING

7.0 Attachment/Technical Exhibit List:

7.1 Attachment 1/Technical Exhibit 1 – As built detail for 30,000-gallon portable water tank..

7.2 Attachment 2/Technical Exhibit 2: As-built detail for the two, 1,500-gallon potable water tanks.

7.3 Attachment 3/Technical Exhibit 3: As-built detail of the two, 1,500-gallon potable water tanks.

7.4 Attachment 4/Technical Exhibit 4: Aerial view of the tank locations with respect to the Conchas

Dam Project Office.

7.1 Attachment 1: CN21 Combined for Construction Drawing Set

7.2 Attachment 2: Norwesco Tank 40144 Drawing Set

TE1-1 Technical Exhibit 1: PERFORMANCE REQUIREMENTS SUMMARY

TE2-1 Technical Exhibit 2: DELIVERABLES SCHEDULE

7-2

Attachment 1: CN21 Combined for Construction Drawing Set

C O

N C

H A

S W

A T

E R S

T O

R A

G E T

A N

K

P

E R

A T

IO

N S A

N D M

A

IN

T E

N A

N

E

N C

H A

S L

A K

E

N .M

LIMITS TYP.

CONSTRUCTION

APPROXIMATE

LOCATION

PROJECT

LAKE

CONCHAS

c n g -0

.d g n

:1

P L

O V

A T

O

R

C A

S A

U S

H

H O

R T

O N

A

C

B

D

B

A

D

C

3 41 2 5

3 41 2

R E

V

IE

W E

D B

Y

D R

A W

N B

Y

SHEET NO.

A L

B U

Q U

E R

Q U

E

N E

W M

E X

IC

O

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

OF

D E

S

IG

N B

Y

SEQUENCE NO.

US Army Corps

F il e N a m e

P lo t S c a le

P lo t

D a te

D e s c ri p ti o n

Albuquerque District of Engineers

M a rk

A p p r.

D a te

W

P P

C

A U

G U

S T

PMD 1

FN0452

N

PROJECT BENCHMARK LOCATIONS

NOT TO SCALE

STAGING AREA

CONTRACTOR'S

SURVEY GENERAL NOTES

N

C A P

T A

IN

K

R A

M E

R L n

CONCHAS LAKE

CONCHAS DAM BELL RANCH ROAD

"EM 385-1-1 SAFETY AND HEALTH REQUIREMENTS MANUAL", LATEST EDITION.

WITH THE APPLICABLE PROVISIONS OF THE US ARMY CORPS OF ENGINEERS PUBLICATION:

ALL OPERATIONS PERFORMED IN ACCOMPLISHING THIS WORK SHALL BE DONE IN ACCORDANCE

NOT TO SCALE

TO HWY 104

CAPTAIN

KRAMER

Ln

B E

L L R

A N

C H R d

E=584716.52

VICINITY MAP

NOT TO SCALE

B E

L L R

A N

C H R d

BRASS CAPN=1603566.12 EL. 4240.21

LODGE ROAD

CAMPGROUND RD.

PMD 1 CS3

BORROW SITE

BUILDING

ADMINISTRATIVE

PUMP HOUSE

WASTE SITE

CONTRACTING OFFICER.

CONSTRUCTION. ANY MAJOR DEVIATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE

CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS PRIOR TO 2.

ELEVATIONS ARE EXPRESSED IN US SURVEY FT.

EAST ZONE, NAD83. ELEVATIONS REFERENCE NAVD88. COORDINATES AND

MAPPING COORDINATES ARE NEW MEXICO STATE PLANE GRID COORDINATES, 1.

AT CAMPGROUND ROAD

2 MILE SOUTH ON BELL RANCH ROAD

BORROW SITE APPROXIMATELY

SITE MAP

NOTES:

LOCATION MAP

1.

2.

3.

Lake

River

Purgatoire

GrandeRio

Elephant

Butte

Lake

50 Animas

La Junta Lamar

Durango

Monticello

Cortez

Walsenburg

Alamosa

Rio

Grande

Chama

160Ft. Garland

Trinidad

Raton

Dam

Conchas

Lake Abiquiu

Las Vegas

25EspanolaCuba

Cochiti

Dam

Jemez

Canyon Dam

Galisteo

Albuquerque

Santa Fe

Dam Santa Rosa

Santa Rosa

Tucumcari

Kirtland A.F.B.

Belen

Ft. Sumner

Gallup

Vaughn Clovis

Cannon A.F.B.

Roswell

Two Rivers Dam

Carrizozo

Socorro

Silver City

Lordsburg Las Cruces

Carlsbad

Hobbs

Clayton

El Paso

Alamogordo

Holloman A.F.B.

Truth Or

Consequences

Deming

GrantsThoreau

FarmingtonKirtland

NEW MEXICO

A R

I Z

O N

A

COLORADO

T E

X A

S O

K

TEXAS

LOCATION

PROJECT

N

V

IC

IN

IT

Y M

A P

S

P R

O J E

C T L

O A

C A

T

IO

N A

D

PID NORTHING EASTING ELEVATION

BRASS CAP

DESCRIPTION

G-002

N=1598947.34 E=587039.89 EL. 4241.82

N=1588596.74 E=575931.66 EL. 4425.00 BRASS CAP

FN0455

DESCRIPTON

CONCHAS

TENAJA

U T

A H

NO EXPENSE TO THE GOVERNMENT.

BE REMOVED UNDER THIS CONTRACT, TO THEIR ORIGINAL CONDITION OR BETTER, AT

THE CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY DAMAGED ITEMS, NOT TO

PROJECT OFFICE.

CONTRACTOR SHALL VERIFY LOCATION WITH CONTRACTING OFFICER REPRESENTATIVE AND

A WASTE DISPOSAL SITE IS AVAILABLE ON GOVERNMENT PROPERTY FOR THIS PROJECT. THE

OFFICE.

SHALL BE VERIFY LOCATION WITH CONTRACTING OFFICER REPRESENTATIVE AND PROJECT

APPROXIMATELY THREE MILES ONEWAY FROM PROJECT LOCATION. THE CONTRACTOR

A BORROW SITE IS AVAILABLE ON GOVERNMENT PROPERTY FOR THIS PROJECT AND IS

PID FN0455

BM "CONCHAS 1960"

SANTA ROSA

N M H

W Y

NM HWY 104

AT NEWKIRK

EXIT 300

I-40

TUCUMCARI

N M H

W Y 104

LOCATION

PROJECT

S O

L C

O N

T R

A

T

FOR CONSTRUCTION

A

B

D

B

A

D

C

3 41 2 5

3 41 2

R E

V

IE

W E

D B

Y

D R

A W

N B

Y

SHEET NO.

A L

B U

Q U

E R

Q U

E

N E

W M

E X

IC

O

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

OF

D E

S

IG

N B

Y

SEQUENCE NO.

US Army Corps

F il e N a m e

P lo t S c a le

P lo t

D a te

D e s c ri p ti o n

Albuquerque District of Engineers

M a rk

A p p r.

D a te

W

P P

C

S O

L C

O N

T R

A

C O

N C

H A

S W

A T

E R S

T O

R A

G E T

A

E R

A T

IO

N S A

N D M

A

IN

T E

N A

N

N C

H A

S L

A K

E

N .M

A U

G U

S T

FOR CONSTRUCTION

WWW

WD

P

D P

D P

D P

D P

D P

D P

DP

DP

DP

W

W

W

W

W

W

W

W

" W

" W

" W

" W

C-101

C N c -1

.d g n

:1

GENERAL NOTES

0' 5' 10' 20' 30'

N

SITE PLAN

LEGEND

W

1" = 10'

SCALE: 1" = 10'

DRAIN PIPE

ABANDONDED WATER

WATER LINE

DRAIN LINE

WATER DRAIN LINE +/- 84'

WATER LINE AS SHOWN

WATER DRAIN LINE

GROUND WATER STORAGE RESERVOIR

NEW 30,000 GALLON WELDED STEEL

TO ADMINISTRATION BUILDING

EXISTING ELECTRIC LINE

DRAIN LINE

E: 583,124.17

N: 1,603,784.81

EXISTING CONCRETE PAD

WATER LINE +/-30'

WATER LINE

EXISTING CHAINLINK FENCE

PIPE OUTLET

EXISTING DRAIN

WATER LINE

DP

EXISTING WELL CASING

DP

D P

W

DP

W

REMOVE. THEY SHALL NOT BE ABANDONED IN PLACE.

5. WATER LINES INDICATED TO BE DEMOLISHED SHALL BE

AND ADMIN.), COLOR TO BE APPROVED BY THE C.O.R.

TONE" COLOR TO MATCH ADJACENT FACILITIES (ADOBE BELL

EXTERIOR WATER TANK SURFACE TO BE PAINTED AN "EARTH 4.

SECTION 31 00 00.

PROVIDE BEDDING AS…