Amendment W912WJ26QA142-0002.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

J 1 20

0002 30 JUL 2026

W912WJ

W2SD ENDIST NEW ENGLAND

KO CONTRACTING DIVISION, 696 VIRGINIA ROAD

CONCORD, MA 01742-2751

UNITED STATES

JENNIFER SAMELA, EMAIL: JENNIFER.M.SAMELA@USACE.ARMY.MIL TELEPHONE:

978-318-8324

SCD: PAS:

W912WJ26QA142

13 JUL 2026

SEE SECTION G - CONTRACT ADMINISTRATION DATA

Amendment is necessary to revise the Statement of Work and revise Section I.

Closing is extended until August 11, 2026 at 5:00 PM Eastern.

All other terms and conditions remain unchanged.

JENNIFER SAMELA

30 JUL 2026

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

Section A - Solicitation/Contract Form

The following changes have been made:

INFORMATION FROM TO

Response Due Date

30 Jul 2026 11 Aug 2026

Section C - Description/Specifications/Statement of Work

Miscellaneous text in this section has been modified to:

INTERESTED VENDORS SHALL REVIEW "SECTION L" AND "SECTION M" FOR

INSTRUCTIONS AND EVALUATION CRITERIA. VENDORS ARE RESPONSIBLE FOR

ENSURING THEIR QUOTE SUBMISSION MEETS ALL REQUIREMENTS. FAILURE TO DO SO

MAY RESULT IN QUOTES BEING DEEMED NON-RESPONSIVE AND REMOVED FROM

CONSIDERATION.

THE MANDATORY SOLICITATION SURVEY SHALL BE COMPLETED IN ITS ENTIRETY AND

RETURNED WITH QUOTES. FAILURE TO DO SO MAY RESULT IN QUOTES BEING DEEMED

NON-RESPONSIVE AND REMOVED FROM CONSIDERATION.

DRINKING FOUNTAIN INSTALLATION

U.S. ARMY CORPS OF ENGINEERS

FRANKLIN FALLS DAM

FRANKLIN, NH

STATEMENT OF WORK

W912WJ26QA1420002

I. General

1. Scope - Furnish all labor, materials, and equipment necessary to assemble and install one (1) new, US Government furnished Elkay model LK4420BF1UDBFRK drinking fountain at the Franklin Falls Dam to include installation of an ADA compliant concrete walkway to access all features of the fountain. All work shall be completed in accordance with the following Statement of Work.

NOTE: This work requires the following submittals prior to commencement of work (Refer to Section II. Technical Requirements for a full list of submittals):

ENG Form 6293 (Accident Prevention Plan Worksheet)

Activity Hazard Analysis; non-mandatory template available: ENG Form 6206 (Activity Hazard Analysis)

ENG Form 6282 (Site Safety and Health Officer Designation Letter)

First-Aid and CPR Personnel requirements

Specific Safety Plans - Excavation and Trenching

Product Data Sheet(s) - Prior to ordering.

Safety Data Sheets (SDS) - Prior to ordering material/product.

Schedule of work

Any required permits

Valid New Hampshire Plumber's License.

2. Location(s) - The Franklin Falls Dam Project Office is located at 46 Granite Drive, Franklin, NH 03235.

3. Technical Point of Contact - After Contract Award, contact the Technical Point of Contact (TPOC) to begin coordination. The TPOC for this Contract is Natural Resource Specialist, Kevin Norton (978-318-8841 or kevin.j.norton@usace.army.mil).

4. Site Visits - Site visits are strongly recommended to gauge the full scope of work and provide an accurate quote. Contact the Technical Point of Contact to schedule a site visit.

Scheduled site visits for interested vendors will be listed in the Solicitation. Interested vendors should attend a site visit to confirm understanding of the scope, inspect field conditions, access, and existing utilities prior to bidding. No extra payment will be allowed for perceived additional work caused by unfamiliarity with site conditions and requirements.

Please Note - Site visits outside of these specific dates and times are not permitted unless additional site visit dates/times are publicized in an amendment. All questions during site visits will be sent to the Contract Specialist as indicated in the Instructions to Vendors and responses will be provided in an amendment. Information incorporated into the solicitation via amendment will become binding.

5. Schedule - The period of performance shall be 90 days from Contract Award. Work shall be performed Monday through Friday from 7:00 AM to 3:30 PM unless otherwise approved in advance by the TPOC. No work shall be done on weekends or Government holidays, unless otherwise approved in advance by the TPOC. The Pre-Construction Conference shall be completed within 21 days from Contract Award.

All Pre-Construction submittals shall be submitted within 21 days of Contract Award. The Government reserves up to 14 days for review and acceptance on each submittal/resubmittal from the date of receipt. If revisions are necessary to the submittals, the Contractor shall make such revisions and shall be resubmitted to the Government in an acceptable form within 7 days of the Government's response, unless additional time is granted by the Government in writing. No field work may proceed prior to the acceptance of Pre-Construction submittals.

6. Safety Requirements

a. General:

All work shall be conducted in accordance with the U.S. Army Corps of Engineers (USACE) Safety and Occupational Health Requirements (EM 385-1-1, most recent edition), and all applicable Occupational Safety and Health Administration (OSHA), Federal, State, and local safety and health requirements. A copy of EM 385-1-1 can be accessed electronically at the following link:

https://www.publications.usace.army.mil/Portals/76/EM%20385-1-1%20_EFFECTIVE% 2015March2024.pdf

Project staff reserves the right to cease work at any time should the safety of employees, Contractors, and/or the public become jeopardized.

b. Accident Prevention Plan (APP):

The Contractor shall prepare a site-specific Accident Prevention Plan. The APP must be written by a Competent Person (CP) and document the specific work processes, equipment, materials to be used, hazards and applicable control measures.

The mandatory ENG Form 6293 (Accident Prevention Plan Worksheet) must be submitted and accepted prior to beginning on site work: https://www.publications.usace.army.mil/Portals/76 /Eng_Form_6293_Aug%202024%20-%20FINAL.pdf

A preparatory meeting shall be conducted by the Prime Contractor to discuss the APP contents with all affected onsite employees. The Prime Contractor is responsible for informing the subcontractors of the safety provisions under the terms of the contract, the penalties for noncompliance, and inspecting subcontractor operations to ensure that accident prevention responsibilities are being carried out.

Daily safety meetings shall be held and documented. Records shall be available to the TPOC upon request.

c. Activity Hazard Analysis (AHA):

An AHA shall be submitted and accepted for each definable feature of work (DFOW) in accordance with EM 385-1-1, Chapter 2-6. A DFOW is defined as any task, which is separate and distinct from other tasks, has separate control requirements, or is identified as different trades or disciplines. The AHA shall be continuously reviewed and revised to address changing site conditions as appropriate.

For a non-mandatory formatted outline of an AHA, see ENG Form 6206 (Activity Hazard Analysis):

https://www.publications.usace.army.mil/Portals/76/Eng_Form_6206_Sep%202024%20-% 20FINAL.pdf

d. Site Safety and Health Officer (SSHO) Requirements:

The Contractor shall employ a minimum of one person to function as a Level 3, SSHO. A Level 3 SSHO is a designated Qualified Person (QP) or

Competent Person (CP) with Safety and Occupational Health (SOH) responsibility that meets the requirements of EM 385-1-1, Chapter 2-3.b and 2-4.

The SSHO shall be present at the project site and be responsible for overseeing the implementation of the Prime Contractor's SOH program. Contractor shall designate all SSHOs on a mandatory ENG Form 6282 (Site Safety and Health Officer Designation Letter): https://www.

publications.usace.army.mil/Portals/76/Eng_Form_6282_Site%20Safety%20&%20Health% 20Officer%20(SSHO)%20Designation%20Letter_2024%2009%2013%20-%20Final.pdf

e. First-Aid and CPR Personnel Requirements:

For shifts with multiple employees, provide at least two employees that are certified to administer First Aid and CPR. When employees work alone, they must be certified in First Aid and be provided an effective means of communication to call for assistance in the event of an emergency.

Minimum First Aid and CPR qualifications are outlined in EM 385-1-1, Chapter 3-3.

f. Additional Personnel Requirements:

Other Competent or Qualified Persons may be required per EM 385-1-1 and/or other sections of this Statement of Work, based on the definable features of work for this project.

g. Accident Reporting:

All accidents and near misses shall be investigated by the Contractor and reported to the TPOC in accordance with EM 385-1-1, Table 2-1.

The mandatory ENG Form 3394 shall be completed and submitted to the TPOC within seven (7) days of an incident: https://www.publications.usace.army.mil/Portals/76/Publications /EngineerForms/Eng_Form_3394_2021Aug.pdf

h. Employee Exposure Data:

The Contractor shall electronically report total employee work hours (including subcontractors) to the TPOC by close of business on the 10th calendar day of the following month.

7. Specific Safety Section - Excavation and Trenching:

a. General: All excavating and trenching activities are required to be completed in accordance with EM 385-1-1, Chapter 25.

b. Submittals:

i. Activity Hazard Analysis (AHA) is required to be developed by a Competent Person (CP) for all work in excavations and trenches.

ii. For excavations or trenches 5 feet (1.5m) or more in depth, an Excavation and Trenching Plan is required. The plan must be developed by a CP, submitted, and approved by the USACE supervisor or accepted by the TPOC prior to beginning work. The plan must meet minimum plan requirements outlined in EM 385-1-1, Chapter 25-7.

c. Required Personnel:

i. Competent Person (CP): All projects that involve excavation and trenching activities are required to have a Competent Person (CP) who has training, knowledge, and experience in excavation and trenching soil analysis, use of protective systems, and the requirements of EM 385-1-1 Chapter 25 and 29 CFR 1926 Subpart P.

ii. Rescue Personnel: Must be trained on rescue procedures identified in Excavation and Trenching Plan.

8. Pre-Construction Conference - Prior to the start of any work, the TPOC will schedule and conduct a "Pre-Construction Conference". The Contractor's Project Manager and Quality Control Personnel shall be physically present at this meeting. The Contractor shall directly oversee all work on the project, and the Project Manager and Quality Control Personnel shall have the authority to act on behalf of the Contractor. This conference will be held at the time and location agreeable to the Government and Contractor. No work may be performed under this contract prior to this conference. The purpose of the conference is to enable the TPOC to outline the procedures that will be followed by the Government in its administration of the contract, and to discuss the performance that will be expected from the Contractor. This conference will allow the Contractor an opportunity to ask questions about the Government's administration and inspection of contract work or obtain other pertinent information that might be required. At the Pre-Construction Conference the Contractor shall provide the name of the Project Superintendent with a telephone number for project coordination.

The following is a general list of items for discussion during this Pre-Construction Conference:

i. Authority of the Technical Point of Contact and Quality Assurance Inspectors.

ii. Contractor's Safety Program (including sub-contractors).

iii. Accident Prevention Plan and Activity Hazard Analysis

iv. Documented Safety Meetings

v. Accident Reporting (ENG Form 3394)

vi. Safety Data Sheet (SDS) requirements

vii. Contractor's Equipment

viii. Correspondence, Communication, Security and Administrative Procedures.

ix. Invoice and payment.

9. Permits - The Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses, permits, and letters of certification. The Contractor shall comply with any applicable Federal, State, county, and municipal laws, codes, and regulations in connection with the performance of the work specified under this contract.

10. Security - The Contractor will comply with all established security policies at the USACE project. Due to periods of heightened security that may affect the access to the areas covered under this contract, the Government reserves the right to close any property or portion of property and reschedule and/or cancel any subsequent work. The Contractor shall be given at least 24-hour notice of any such closure.

11. Payment - After final inspection and acceptance by the Government, the Contractor must submit an invoice to the TPOC. The invoice shall include the invoice date, contract number, dates of work, description of work, quantities, labor hours, and total amount due per line item. The invoice must also include the company letterhead, and this must match the data that is registered in the System for Award Management (SAM) registry. For jobs greater than 30 days the Contractor may request multiple payments.

All invoices may be mailed to:

U.S. Army Corps of Engineers

Franklin Falls Dam

ATTN: Kevin Norton

46 Granite Drive

Franklin, New Hampshire 03235

Or emailed to: kevin.j.norton@usace.army.mil

II. Technical Requirements:

Part 1 General:

1. Summary - Furnish all labor, materials, and equipment necessary to assemble and install one

(1) new, US Government furnished Elkay model LK4420BF1UDBFRK drinking fountain in accordance with Elkay Model LK4420BF1UDBFRK assembly and installation instructions (Please reference Appendix B for instructions). Install an ADA compliant walkway that connects to the existing walkway and allows access to all features of the fountain. Refer to informational photos in Appendix A for more information. All work shall be completed in accordance with the following Statement of Work.

2. Submittals - Although the Government reviews submissions required by this Statement of Work, it is emphasized that the Contractor's work must be completed using proper internal controls and review procedures. The Government reserves up to 14 days for review and acceptance on each submittal/resubmittal from the date of receipt. If revisions are necessary to the submittals, the Contractor shall make such revisions and shall resubmit to the Government in an acceptable form within 7 days of the Government's response, unless additional time is granted by the Government in writing.

The documents identified below must be prepared in accordance with the applicable standards, submitted to the TPOC for review and must be accepted by the Government.

a. Pre-Construction Submittals: Submitted within 21 days of Contract Award. Submittals must be accepted prior to the commencement of any field work.

ENG Form 6293 (Accident Prevention Plan Worksheet)

Activity Hazard Analysis; non-mandatory template available: ENG Form 6206 (Activity Hazard Analysis)

ENG Form 6282 (Site Safety and Health Officer Designation Letter)

First-Aid and CPR Personnel requirements

Specific Safety Plans - Excavation and Trenching

Product Data Sheet(s) - Prior to ordering.

Safety Data Sheets (SDS) - Prior to ordering material/product.

Schedule of work

Any required permits

Valid New Hampshire Plumber's License.

3. References - All work shall be in conformance with:

a. U.S. Army Corps of Engineers

i. EM-385-1-1 2024 Safety and Occupational Health Requirements, U.S. Army Engineering Manual.

b. Code of Federal Regulations

i. Title 36 - Parks, Forests, and Public Property; Chapter III, Part 327 - Corps of Engineers, Department of the Army.

c. Elkay Model LK4420BF1UDBFRK Owner's Manual.

d. Elkay Model LK4420BF1UDBFRK Specifications.

e. U.S. Department of Justice - Civil Rights Division

i. 2010 ADA Standards for Accessible Design.

f. New Hampshire Revised Statutes Annotated (RSA)

i. NH RSA Chapter 155-A: NH State Building Code which adopts the International Residential Code (IRC) and the International Building Code (IBC) with NH-specific amendments.

g. American Concrete Institute (ACI)

i. Guide to Concrete Floor and Slab Construction, ACI 302.1R-15, Chapter 5, June 2015.

h. Applicable Federal, State, and local codes.

4. Existing Conditions:

a. Site Access:

i. The work site is located within the Franklin Falls Dam recreation area at 46 Granite Drive in Franklin, NH which is approximately .25 miles from the intersection with NH Route 127 in Franklin, NH. (See Informational Maps 1 and 2).

b. General Conditions:

i. The drinking fountain is currently stored onsite in the same condition that it was shipped from the manufacturer and has not been exposed to natural weather elements.

ii. The drinking fountain shall be installed adjacent to the east side of an existing restroom building.

The restroom building is a plumbed restroom with water and sewage lines in place.

iii. The main water supply shut off to the restroom building is located in the Activity Center building, immediately to the West of the restroom building. The shut-off valve is located in the basement of the Activity Center and is shown in Informational Photo 8.

iv. The restroom building is a ROMTEC manufactured concrete and masonry building. For general design plans of this restroom building please see Informational Drawings 1, 2, 3, and 4 in Appendix A.

v. The existing water supply line in the restroom building is 1/2" PEX-A type water supply line as shown in Informational Photos 4 through 7.

vi. The drinking fountain shall not block the current restroom vent located on the east wall of the existing restroom building. See Informational Photo 2.

vii. The ground conditions in the area for this work are mostly flat bare ground with grass covering.

A small section of 3/4 inch quarry pack is present adjacent to the existing walkway (See Informational Photos 2 and 3).

viii. There is an existing concrete walkway leading to the front of the plumbed restroom building to include the entry area for each of the restroom access doors. (See Informational Photos 1, 2 and 3). The existing walkway in front of the restroom doors is 5 inches thick and 60 inches wide.

ix. The ADA compliant concrete walkway to be installed shall connect to the easternmost section of existing walkway and connect to the concrete mounting pad with enough ADA compliant walkway to access all features of the drinking fountain. See Informational Drawing 5 in Appendix A for general layout and dimensions.

x. There is only a general understanding of underground utilities in this area. The Contractor shall coordinate with Dig-Safe prior to starting any excavation.

NOTE: For all Informational Photos please reference attached Appendix A. For the drinking fountain owner's manual (assembly and installation instructions) and specifications, please reference attached Appendix B.

5. Other Contracts - The Government may undertake or award other contracts for additional work not related to this contract, and the Contractor shall fully cooperate with other contractors and Government employees. The Contractor shall not commit or permit any act which will interfere with the performance of work by another contractor or by Government employees.

6. Clean Up and Waste Disposal - The Contractor shall practice good housekeeping to maintain a safe job site. The Contractor shall keep the work area, including any designated storage areas, free from accumulation of waste materials. Upon completing work in an area, the Contractor shall remove any tools, equipment, and materials that are not the property of the Government. Any and all disturbed areas resulting from Contractor activities shall be restored by the Contractor to the satisfaction of the TPOC. All waste materials will be disposed of offsite in accordance with all Federal, State, and local regulations.

7. Environmental Protection - Containers for excess and/ or waste materials, rubbish, etc. shall be provided by the Contractor at the site, and the site will be inspected/cleaned on a daily basis when working onsite. Water, air, and land resources shall not be adversely impacted during the course of the work. The Contractor will take necessary steps to ensure all Federal, State, and local environmental regulatory requirements are met at no additional cost to the Government.

Assurance of compliance with this section by subcontractors shall be the responsibility of the Contractor.

8. Sustainability & Environmentally Preferred Products - Under the Comprehensive Procurement Guidelines (CPG) program, the Environmental Protection Agency (EPA) designates products that are or can be made with recovered materials and recommends practices for buying these products. Any designated product that is being offered or supplied under this contract shall meet the minimum recommended content levels as identified under the CPG program. Visit https://www.

epa.gov/smm/comprehensive-procurement-guideline-cpg-program for a complete list of designated products and the associated recommended contents levels. Offerors must be able to demonstrate that each offered product meets minimum content levels upon request.

Furthermore, the contractor should also meet the BioPreferred Program requirements. The United States Department of Agriculture (USDA) designates certain bio-based products for federal procurement and specifies minimum bio-based content levels for those products. Any designated product that is being offered or supplied under this contract shall meet USDA BioPreferred's minimum bio-based content level. Visit the BioPreferred web site: https://www.biopreferred.gov /BioPreferred/faces/pages/ProductCategories.xhtml for the complete list of designated products and the associated minimum bio-based content level requirements.

9. Personal Protective Equipment - It is the Contractor's responsibility to furnish and supply personnel with the proper personal protective equipment necessary for performing the work.

10. Government Resources - The Contractor shall supply his own means of communication (telephone) and electricity. The Contractor may use the restroom facilities and access to water which are both located in the restroom building mentioned in this Statement of Work. However, when the Contractor shuts water off to this facility to connect to plumbing for the required work, the Contractor shall supply restroom and potable water access at the site or have an acceptable plan for such resources for the Contractor's employees. The Contractor is not required to supply restroom facilities or potable water access for the public during the restroom closure.

11. Damage to Government and Private Property - The Contractor shall be responsible for restoring all Government facilities or structures damaged as a result of the Contractor's operation.

The Contractor shall also be responsible for any damage to private property or injury to any person as a result of the Contractor's operation. The Contractor shall notify the TPOC immediately of damage to Government and private property and injury to any person resulting from the Contractor's operation. Also, the Contractor shall notify the TPOC of damage to Government facilities due to vandalism or other causes on the day such damage is first noticed. Trucks and/or trailers will be driven on existing roads only and not across or through park areas to facilities. The Contractor shall also restore landscape features (shrubs, flowers, grasses, etc.), which are damaged or destroyed by the Contractor's operation. Damaged or destroyed grass areas shall be re-planted as directed by the TPOC, and shrubs and flowers which are damaged or destroyed shall be replaced from nursery stock of like size and kind.

12. Contractor's Personnel -

a. Minimum Personnel Requirements - The Contractor shall provide an adequate number of fully qualified personnel to perform the specified service properly and efficiently within the time limits specified. The Contractor shall provide a list of the names and contact phone numbers for all employees prior to them working on Government Property.

Note: At least one (1) of the Contractor employees on site shall be able to communicate effectively and efficiently with project staff.

b. Employee Conduct - The Contractor shall be responsible for seeing that the Contractor's employees strictly comply with Code of Federal Regulations Title 36, Chapter III, Part 327, and all Federal, State, and municipal laws. Any personnel activity, which, in the opinion of the Government, is deemed detrimental to the performance of the contract may result in the removal of Contractor employee(s).

Examples of unbecoming actions or conduct include but are not limited to the following:

i. Cursing, harassment, or discrimination of and/or unwarranted physical contact with visitors, USACE personnel, or other Contractors.

ii. Recurring written and/or verbal complaints from visitors, USACE personnel, or other Contractors.

iii. Unsafe operation of vehicles while on USACE property.

c. Removal of Contractor's Employees - The TPOC may require the Contractor to immediately remove from the work site any employee of the Contractor or subcontractor, who, in the opinion of the TPOC, endangers persons or property, or whose physical or mental condition is such that it would impair the employee's ability to satisfactorily perform assigned work. Notification to the Contractor shall be promptly made in writing if time and circumstances permit. Otherwise, notification shall be verbal or by telephone and shall be confirmed in writing as soon as possible.

No such removal, however, will reduce the Contractor's obligation to perform all work required under this contract, and immediate replacement will be made as required. This requirement shall not be made the basis of any claim for compensation or damages against the United States or any of its officers or agents.

13. Quality Assurance - The Contractor is responsible for the quality control of the contract work.

The Contractor shall establish and maintain a quality control system to assure compliance with the contract requirements. The Government has the right to inspect and test all items called for by the contract, to the extent practicable at all times and at all places during the term of the contract.

14. Inspections -

a. Contractor Quality Control - The Contractor is responsible for establishing and maintaining an adequate quality control system to satisfactorily inspect and ensure that all work performed by the Contractor's organization in each separate service is in full compliance with this contract and the instructions, provisions, specifications, drawings, and maps herein.

b. General Inspection - Upon the completion of each requirement, the Contractor will perform an inspection of all areas under this contract to ensure compliance with the Statement of Work. The Contractor or their representative must be able to commit personnel, equipment, and resources to correct deficiencies. A Government representative may accompany the Contractor on an inspection of completed work and will identify any contract deficiencies. Any deficiencies noted will be corrected within original contract time frames or appropriate deductions in payment will be made.

c. Equipment/Supplies Inspections - The TPOC may inspect required equipment and, supplies at any time when in use on Government property. Any equipment found deficient shall be removed from service immediately until faulty conditions have been corrected and passed by the TPOC. No such removal will reduce the Contractor's obligation to perform all work required within the time scheduled under this contract. This requirement shall not be made the basis of any claim for compensation or damages against the United States or any of its officers or agents.

d. Government Inspections - The Government will monitor the Contractor's work and make deductions accordingly for work not corrected with the time permitted.

15. Receiving and Storing Materials - The Contractor is responsible for receiving and unloading of delivered goods. The Contractor is responsible for protecting any stored material until it is placed in service. Government employees will not receive materials or supplies for the Contractor and will not be responsible for damage to the Contractor's equipment or materials.

16. Omissions - This contract may not cover all specified activities, steps, and procedures required to supply the contract product. In case of omission, the normal industry, State, or Federal standards, practices, specifications, and/or guides shall prevail. In no instance shall an omission be reason to produce less than an acceptable product.

Part 2 Equipment:

1. Condition of Equipment - All equipment used to perform work under this contract must be in good operating and mechanical condition and comply with EM 385-1-1, Army Corps of Engineers

Safety and Occupational Health Requirements. A regular schedule of preventive maintenance must be followed on all equipment. All vehicles utilized under this contract will be presentable, serviceable, and shall comply with safety standards.

2. Type(s) of Equipment -

a. The Contractor shall provide the appropriate equipment and tools of the trade to execute the requirements of the Statement of Work.

b. Type(s) of equipment for this work may include but not be limited to various hand and power tools, portable generator, extension cords, excavation equipment, vibratory plate compactor, concrete forms, cement mixer or cement truck, dump truck, plumbing tools, Personal Protective Equipment.

3. Equipment Storage - Various equipment and supplies may be secured and stored onsite within the work area. NOTE: The Government does not assume security for any lost or damaged equipment or materials stored on-site.

Part 3 Products:

All products shall be new, unused and to the satisfaction of the TPOC. The Contractor shall provide product data sheets to the TPOC for all products and materials being used. Products shall be accepted by the TPOC prior to ordering and installation. Products shall have the following specifications.

1. Provided by the Government:

a. One (1), new, Elkay model LK4420BF1UDBFRK drinking fountain.

b. NOTE: New, US Government furnished drinking fountain, valued at $9,196.54.

2. Provided by the Contractor:

a. PVC pipe and fittings as required by the manufacturer installation specifications for the vertical column structure and the drainpipe as per Appendix B.

b. 1/2" PEX-A water supply line for the drinking fountain.

c. Shut off valve for water supply connection in the restroom to the drinking fountain.

d. Concrete:

i. High strength (minimum 3000 PSI) mix capable of supporting the drinking fountain with a 300 lb.

load on the fountain when cured.

ii. The drinking fountain mounting slab shall be minimum of 5" thick throughout.

iii. The new walkway shall be a minimum of 5" thick throughout.

iv. Light to medium brush finish in compliance with ADA standards.

e. Sand, drainage stone and gravel to meet New Hampshire Building Code requirements for backfill of plumbing.

f. Concrete sand compactible bedding material meeting ASTM C33 for subbase under the new concrete structures.

g. Mineral wool or polyester blanket type insulation material cut to fit to meet requirements for insulating the vertical column.

h. 3/8" minimum fasteners to mount the drinking fountain to the finished concrete mounting pad.

i. Any other products necessary to install the drinking fountain per manufacturer's specifications and to install an ADA compliant walkway.

NOTE:

1. The Contractor provided materials and supplies listed above may not include all miscellaneous items needed for a sound and professional installation. It is the responsibility of the Contractor to provide any omitted items to complete the required work.

2. All Contractor supplied materials to be used shall be reviewed and accepted in advance by the

TPOC.

3. The Contractor shall submit one copy of the manufacturer's Safety Data Sheet for each chemical proposed for use prior to using the chemicals on-site.

Part 4 Execution:

1. General:

a. The Contractor shall assemble and install one (1) new, US Government furnished Elkay model LK4420BF1UDBFRK drinking fountain in the designated location. The Contractor shall also install an ADA compliant concrete walkway to connect to the current walkway and to provide access to all features of the fountain. All work shall be completed in accordance with the following Statement of Work.

b. It is the Contractor's responsibility to coordinate with Dig-Safe for any and all areas requiring earthwork, including the trench area.

c. It is the Contractor's responsibility to take all field measurements to ensure proper ordering and installation of the correct products for a fully functional fit and finish that meets the manufacturer's installation requirements and all of the Federal, State regulations.

d. It is the Contractor's responsibility to properly dispose of or salvage all materials or waste designated for removal or produced by the Contractor while performing the requirements of this Statement of Work in accordance with all applicable Federal, State, and local regulations.

e. The Contractor shall coordinate the placement of any excess excavated or removed soil to a nearby location designated by the TPOC.

f. The Government will be responsible for final landscaping around new concrete structures after the Contractor has fully cleaned up the area of any trash, debris, gravel, sand, excess excavated soil, and the area has been accepted by the TPOC.

g. For all Informational Photos please reference attached Appendix A. For the drinking fountain owner's manual (assembly and installation instructions) and specifications, please reference attached Appendix B.

2. Safety Equipment: It is the Contractor's responsibility to furnish and supply personnel with the proper personal protective equipment (Hardhats, Hand Protection, Hearing Protection, Eye Protection, etc.) when and where necessary.

3. Contractor's Qualifications:

a. The Contractor shall have a minimum of five (5) years of experience with work of this nature.

b. All work requiring a License shall be performed by a licensed and qualified worker with certified credentials for such work.

4. Drinking Fountain Assembly:

a. The drinking fountain shall be assembled according to the specific manufacturer's instructions and specifications found in Appendix B.

b. NOTE: Based on the manufacturer's instructions, there are specific stages of assembly required during installation, the entire drinking fountain is not fully assembled prior to mounting on the concrete slab.

5. Drinking Fountain Installation:

a. The Contractor shall employ protective measures to ensure the safe removal, handling, and preparation of all Government-owned property.

b. The drinking fountain shall be installed according to the specific manufacturer's instructions and specifications found in Appendix B. The manufacturer also indicates that installation shall comply with local regulations and codes.

c. The vertical PVC column shall be set and installed prior to pouring the concrete mounting pad as detailed in Appendix B.

d. The Contractor shall provide coverings for any open excavations within the work area during non-work hours in accordance with EM 385-1-1, Chapter 25.

e. The Contractor shall ensure the orientation of the concrete mounting pad and drinking fountain will allow for proper clearance from the drip edge of the restroom building when considering rain and snow load fall area.

f. The general layout for the concrete mounting pad and drinking fountain orientation with approximate dimensions can be seen on Informational Drawing 5 in Appendix A. The PVC column and fountain mounting location shall still be in close proximity as shown in Appendix B, however the drinking fountain is oriented in a manner to allow for ADA accessibility to all features of the drinking fountain. The access cover to the PVC column shall remain accessible and not enveloped by concrete (slab or walkway).

g. Prior to commencing work, the Contractor shall verify the routing of the existing potable water lines. The Contractor shall connect the drinking fountain supply line to the existing restroom water system at a location coordinated with and approved by the TPOC. The baseline location for this connection is under the sink in the easternmost restroom, unless an alternate connection point is determined to be more advantageous and is accepted by the TPOC. The Contractor shall connect the new drinking fountain to the existing restroom building water supply. The Contractor shall drill through the concrete floor under the sink in the easternmost restroom, route the new water supply line through the penetration, and install the line into the trench designated for the vertical PVC column. The Contractor shall seal and waterproof the floor penetration around the new pipe. The Contractor shall install an isolation shut-off valve inside the restroom building for the drinking fountain water supply line. The Contractor shall coordinate and obtain TPOC approval for both the valve location and the floor penetration (drilling) location prior to commencing any drilling or installation work.

h. The Contractor shall backfill the trench created for the water supply line, vertical PVC column, and drinking fountain drain according to the manufacturer's instructions. The top finish grade of the trench shall be finished with any excess excavated loam material from the trench and shall be flush with the surrounding ground surface grade.

i. The Contractor shall level and prepare the area for the concrete mounting pad by removing the topsoil and any roots. The subgrade shall then be dampened and compacted with a vibratory plate compactor until the surface is firm and unyielding.

j. The mounting pad subbase shall be brought up to the required elevation for the concrete mounting pad by placing uniform lifts of concrete sand meeting ASTM C33. Each lift shall not exceed 4 inches in loose depth. Each lift shall be dampened and compacted with a vibratory plate compactor until the surface is firm and unyielding

k. Once the subbase elevation is achieved, concrete forms shall be placed, and concrete can be poured. The concrete shall be poured in in a single batch. Multiple batch pours will not be permitted.

l. The Contractor shall ensure that the area for the concrete mounting pad is prepared in a manner that creates an ADA compliant transition from the new walkway.

m. The concrete mounting pad shall be 5 inches thick to match the thickness of the existing and new walkways.

n. The Contractor shall ensure that expansion joints and / or saw cuts are created for this installation per American Concrete Institute guidelines.

o. It is the Contractor's responsibility to properly provide temporary barriers and signage to protect the work site.

p. The Contractor may shut off water to the adjacent restroom building during work. If the water has to remain off during non-work hours, the Contractor shall inform the TPOC so the restrooms can be secured and temporary closure signs posted.

7. Concrete Walkway

a. Proper protective procedures shall be incorporated for the safe removal and preparation of all products designated for such requirements per this Statement of Work.

b. Construction shall be in accordance with the dimensions included in Informational Drawing 5, and the Contractor shall verify that all dimensions are in compliance with all ADA requirements.

c. The Contractor shall level and prepare the area for the walkway by removing the topsoil and any roots. The subgrade shall then be dampened and compacted with a vibratory plate compactor until the surface is firm and unyielding.

d. The walkway subbase shall be brought up to the required elevation for the concrete walkway by placing uniform lifts of concrete sand meeting ASTM C33. Each lift shall not exceed 4 inches in loose depth. Each lift shall be dampened and compacted with a vibratory plate compactor until the surface is firm and unyielding.

e. Once the subbase elevation is achieved, concrete forms shall be placed, and concrete can be poured. The concrete shall be poured in a single batch per section of walkway. Multiple batch pours in any one section of walkway will not be permitted.

f. The Contractor shall ensure that the area is prepared in a manner that creates an ADA compliant transition from the existing walkway to the new walkway.

g. The walkway shall connect to the current walkway in front of the existing restroom building.

h. The new walkway shall be 5 inches thick to match the thickness of the existing walkway.

i. The Contractor shall ensure that expansion joints are created for this installation per American Concrete Institute guidelines.

j. The walkway shall be ADA compliant to include a light to medium brush finish.

k. The walkway shall allow ADA compliant access to all features of the drinking fountain.

l. It is the Contractor's responsibility to properly provide temporary barriers and signage to protect the work site.

8. Final Inspection and Acceptance:

a. A full cleanup of the work area shall be performed to remove any accumulation of trash or debris caused during assembly and installation phases of this contract.

b. The Contractor shall coordinate a walk-through with the TPOC to ensure all components, hardware and elements are installed as intended, that all components function as designed by the manufacturer, and to ensure completion of all work required by this Statement of Work.

ATTACHMENTS: Please refer to the attachments included with this solicitation for additional information.

Section I - Contract Clauses

Miscellaneous text in this section has been modified to:

UAI 5152.249-9000 Basis for Settlement of Proposals

Actual costs will be used to determine equipment costs for a settlement proposal submitted on the total cost basis under Federal Acquisition Regulation (FAR) 49.206-2(b). In evaluating a termination settlement proposal using total cost basis, the following principles will be applied to determine allowable equipment costs.

(a) Actual costs for each piece of equipment, or groups of similar serial or series equipment, need not be available in the contractor's accounting records to determine total actual equipment costs.

(b) If equipment costs have been allocated to a contract using predetermined rates, those charges will be adjusted to actual costs.

(c) Recorded job costs adjusted for unallowable expenses will be used to determine equipment operating expenses.

(d) Ownership costs (depreciation) will be determined using the contractor's depreciation schedule (subject to the provisions of Federal Acquisition Regulation (FAR) 31.205-11).

(e) License, taxes, storage and insurance costs are normally recovered as an indirect expense and unless the contractor charges these costs directly to contracts, they will be recovered through the indirect expense rate.

(End of Clause)

MAGNITUDE OF CONSTRUCTION

The estimated cost of the work is less than $25,000

COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within calendar 21 days after the date the Contractor receives the contract award (notice to proceed if award is over the bonding threshold), (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than (notice to proceed if award is over the bonding 90 days after contract award threshold). The time stated for completion shall include final cleanup of the premises.

SITE VISIT (CONSTRUCTION) (FEB 1995)

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

(b) Site visits may be arranged during normal duty hours by contacting:

Name: Kevin Norton

Address: 46 Granite Dr., Franklin, NH 03235

Telephone: 978-318-841