Solicitation W912WJ26QA082.pdf

REQUEST FOR QUOTATION

(THIS IS NOT AN ORDER)

THIS RFQ IS IS NOT A SMALL BUSINESS SET-ASIDE

15. DATE OF QUOTATION

16. SIGNER

a. NAME (Type or print)

c. TITLE (Type or print)

b. TELEPHONE

AREA CODE

NUMBER

STANDARD FORM 18 (REV. 6-95)

Prescribed by GSA-FAR (48 CFR) 53.215-1(a)

AUTHORIZED FOR LOCAL REPRODUCTION

Previous edition not usable

8. TO:

b. COMPANYa. NAME

c. STREET ADDRESS

d. CITY e. STATE f. ZIP CODE

9. DESTINATION

a. NAME OF CONSIGNEE

b. STREET ADDRESS

c. CITY

d. STATE e. ZIP CODE

7. DELIVERY

FOB DESTINATION

OTHER

(See Schedule)

10. PLEASE FURNISH QUOTATIONS TO THE

ISSUING OFFICE IN BLOCK 5a ON OR BEFORE CLOSE OF BUSINESS (Date)

IMPORTANT: This is a request for information and quotations furnished are not offers. If you are unable to quote, please so indicate on this form and return it to the address in Block 5a. This request does not commit the Government to pay any costs incurred in the preparation of the submission of this quotation or to contract for supplies or service. Supplies are of domestic origin unless otherwise indicated by quoter. Any representations and/or certifications attached to this Request for Quotation must be completed by the quoter.

11. SCHEDULE (Include applicable Federal, State and local taxes)

ITEM NO.

(a)

SUPPLIES/ SERVICES

(b)

QUANTITY

(c)

UNIT

(d)

UNIT PRICE

(e)

AMOUNT

(f)

12. DISCOUNT FOR PROMPT PAYMENT

a. 10 CALENDAR DAYS (%) b. 20 CALENDAR DAYS (%) c. 30 CALENDAR DAYS (%) d. CALENDAR DAYS

NUMBER PERCENTAGE

NOTE: Additional provisions and representations are are not attached.

13. NAME AND ADDRESS OF QUOTER

a. NAME OF QUOTER

b. STREET ADDRESS

c. COUNTY

d. CITY e. STATE f. ZIP CODE

14. SIGNATURE OF PERSON AUTHORIZED TO

SIGN QUOTATION

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED 3. REQUISITION/PURCHASE REQUEST NO. 4. CERT. FOR NAT. DEF.

UNDER BDSA REG. 2

AND/OR DMS REG. 1

RATING

5a. ISSUED BY 6. DELIVER BY (Date)

5b. FOR INFORMATION CALL (NO COLLECT CALLS)

NAME TELEPHONE NUMBER

AREA CODE NUMBER

1 62

W912WJ26QA082 13 APR 2026

W2SD ENDIST NEW ENGLAND

KO CONTRACTING DIVISION, 696 VIRGINIA ROAD CONCORD, MA 01742-2751 UNITED

STATES

JENNIFER SAMELA 978 318-8324

28 APR 2026

SEE SCHEDULE

Section B - Supplies or Services & Prices or Costs

Additional Information/Notes

Item Supplies/Service Quantity Unit Unit Price

Amount

0001 Surry Mountain Dam Preparation and Crack Seal Pricing Arrangement: Firm Fixed Price

1 Job

0002 Surry Mountain Dam Seal Coat Road and Parking Areas Pricing Arrangement: Firm Fixed Price

1 Job

W912WJ26QA082

Section C - Description/Specifications/Statement of Work

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.

SURRY MOUNTAIN DAM CRACK SEAL AND SEAL COAT

U.S. ARMY CORPS OF ENGINEERS

SURRY MOUNTAIN LAKE

SURRY, NEW HAMPSHIRE

STATEMENT OF WORK

I. General:

1. Scope - Furnish all labor, materials, and equipment necessary for preparing, crack sealing, and applying two (2) coats of Polymer-Modified Asphalt Emulsion sealant to the dam access road, four

(4) parking areas and a walkway at Surry Mountain Lake. All work shall be completed in accordance with New Hampshire Department of Transportation (NHDOT) standards and with the following Statement of Work.

2. Location - Surry Mountain Lake Project Office is located at 108 Surry Dam Rd. Surry, N.H.

03431

3. Site Visit - A site visit is highly recommended. No extra payment will be allowed for perceived additional work caused by unfamiliarity with site conditions and requirements. Contact the Technical Point of Contact to arrange a site visit. The Technical Point of Contact for the project is Park Ranger, Mike Servant 978-318-8300 or Michael.E.Servant@usace.army.mil

4. Schedule - The work shall be completed 180 days from Notice to Proceed. The Contractor will coordinate with the Government for the estimated start date. Work shall be performed Monday through Friday 7:00 AM to 3:30 PM unless otherwise approved by the Technical Point of Contact.

No work shall be performed on weekends or Government holidays.

All pre-work submittals shall be submitted within twenty-one (21) days of Notice to Proceed. The Government reserves up to twenty-one (21) days for review and acceptance on each submittal 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 fourteen

(14) days of the Government's response, unless additional time is granted by the Government in writing.

5. 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 reserve 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_2023Aug31.pdf

A preparatory meeting shall be conducted by the Prime Contractor to discuss the APP contents with all effected 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 Technical Point of Contact 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_2023Aug24.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.b.

Level 3 SSHOs must have training, knowledge, and/or experience identifying hazards and implementing controls for the work being performed.

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_2023Aug28.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 Person (CP) or Qualified Persons (QP) may be required per EM 385-1-1 and/or other sections of this Scope 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 Technical Point of Contact in accordance with EM 385-1-1, Table 2-1.

The mandatory ENG Form 3394 shall be completed and submitted to the Technical Point of Contact 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 Technical Point of Contact by close of business on the 10th calendar day of the following month.

6. Pre-Construction Conference - Prior to the start of any work, the Technical Point of Contact will schedule and conduct a "Pre-Construction Conference". The Contractor's Project Manager and Quality Control Personnel will be physically present to attend 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 Technical Point of Contact 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. Accident Reporting (ENG Form 3394)

v. Safety Data Sheet (SDS) requirements

vi. Contractor's Equipment

vii. Correspondence, Communication, Security and Administrative Procedures.

viii. Invoice and payment.

7. 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.

8. Security - The Contractor will comply with all established security policies at Surry Mountain Lake. 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 service. The Contractor shall be given at least twenty-four (24) hours' notice of any such closure.

9. Area Closure and Traffic Control - Public vehicle and pedestrian access to Surry Mountain Dam shall be closed for the duration of work outlined in this contract. Gates will be closed as needed, and the contractor shall establish traffic controls to divert vehicle and pedestrian traffic from the area of operations during both working and nonworking hours. Barriers and signage shall be placed at all entrances to the work area to inform the public of the work site and the associated hazards.

10. Payment - After final inspection and acceptance by the Government, the Contractor must submit an invoice to the Technical Point of Contact. The invoice shall include the invoice date, contract number, dates of work, description of work, quantities, process, 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 thirty (30) days the Contractor may request progress payment.

All invoices may be mailed to

U.S. Army Corps of Engineers

Otter Brook Lake

480 Branch Rd.

Keene, N.H. 03431

Or Emailed to Michael.E.Servant@usace.army.mil and christie.l.baker@usace.army.mil

II. Technical Requirements:

Part 1 General:

1. Summary - - Furnish all labor, materials, and equipment necessary for preparing, crack sealing, and applying two (2) coats of Polymer-Modified Asphalt Emulsion sealant to the dam access road, four (4) parking areas and a walkway at Surry Mountain Lake. All work to be completed in accordance with New Hampshire Department of Transportation (NHDOT) standards and 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 twenty-one (21) 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 within fourteen (14) 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 Technical Point of Contact for review and accepted by the Government.

a. Pre-work: Submitted within twenty-one (21) days of Notice to Proceed. Submittals must be accepted prior to the commencement of any field work.

i. Accident Prevention Plan (ENG Form 6293)

ii. Activity Hazard Analysis

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

iv. Safety Data Sheets

i. Spill response plan for petroleum, oils and lubricants and other hazardous materials.

v. First-Aid, CPR Certifications

vi. All Certifications and Licenses as determined by the Statement of Work.

vii. Product Data:

1) Crack Sealer

2) Sealant Mix design

3. Existing Conditions:

a. The Surry Mountain Dam access road was paved in 2008 and is in fair to good condition and approximately two thousand eight hundred feet (2,800') long with four (4) parking areas of various sizes. The road varies in width from sixteen feet (16') to twenty-one feet (21'). See informational Photos. The measurements as described are approximates, it is the Contractor's responsibility to verify measurements. The road sees light traffic, especially about two-thirds of the road, where it is walk-in only except for authorized vehicles. There is a bridge with a concrete surface that is not to be treated with asphalt and not included in this contract.

4. 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.

5. 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 Technical Point of Contact. All waste material will be disposed of offsite in accordance with all federal, state, and local regulations.

6. 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. No burning is permissible. Water, air, and land resources shall not be adversely impacted during the course of the work. Storage, fueling and lubrication of equipment and motor vehicles shall be conducted in a manner that affords the maximum protection against spills and evaporation.

Storage and usage of lubricants and daily fueling of machinery and equipment shall occur at least fifty feet (50') from any drainage inlets, water bodies (rivers, streams, and lakes), environmentally sensitive areas (wetlands and vernal pools). Contractor will take necessary steps to ensure all federal, state, and local environmental regulatory requirements are met.

7. 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 products meets minimum content levels upon request.

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.

8. 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.

9. Government Resources - The Government will supply any water necessary for the project work from points of existing faucets when available. The Contractor shall carefully conserve the use of water provided. The Contractor shall supply their own means of communication (telephone).

10. 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 Project Manager 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 Technical Point of Contact 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 Technical Point of Contact, and shrubs and flowers which are damaged or destroyed shall be replaced from nursery stock of like size and kind.

11. 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.

b. Employee Conduct - The Contractor shall be responsible for seeing that the firm's employees strictly comply with the 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/employees.

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 Technical Point of Contact may require the Contractor to immediately remove from the work site any employee of the Contractor or subcontractor, who, in the opinion of the Technical Point of Contact, is incompetent, who 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.

12. 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.

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. Receiving and Storing Materials - The Contractor is responsible for protecting any stored material until it is placed in service. The Contractor is responsible for receiving and unloading of delivered goods. 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.

Part 2 Products:

All products shall be new, unused and approved by the Technical Point of Contact prior to installation.

1. Crack Sealer -

a. Must conform to ASTM D6690 Type II, ASTM D3405, AASHTO M324 Type II & AASHTO M301 requirements

b. Hot Applied jacketed crack filler

c. Must be tested to withstand temperatures below 0(d) F after curing

d. Must be compatible with Polymer-Modified Asphalt Emulsion

2. Seal Coat -

a. Polymer-Modified Asphalt Emulsion that meets or exceeds the standards of AASHTO M 208 and M 316

b. Slow Setting, Low Viscosity, Hard Penetrating Polymer Modified (SS-1HP)

c. Polymer latex additives should be incorporated into the mix design to improve flexibility, toughness, and fuel resistance.

d. A primer specifically designed for treating petroleum-based stains (oil, gas, diesel) must be used to ensure proper adhesion of the sealcoat.

e. Must be able to withstand temperatures below zero (0(d)) F after curing

f. Non-slip texture

g. Matte Black

3. 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 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.

4. Equipment Storage - The Government will provide a storage area and parking for Contractor personnel. The Contractor may store certain pieces of equipment during the duration of the contract. Any equipment storage must be coordinated and approved by the Technical Point of Contact. The Contractor is responsible for protecting any stored material until it is placed in service.

5. Mobilization, Demobilization, and Other Equipment Costs: The scope will include mobilization and demobilization, fuel surcharge and any permits to get the equipment to Surry Mountain Lakes and the Contractor shall quote this accordingly.

Part 3 Execution:

1. Crack Sealing -

a. Surface Prep:

i. Cracks are to be cleaned to ensure no loose aggregate or organic material is present

ii. All vegetation growing in cracks and along the edges of the pavement shall be removed.

iii. Cracks shall be cleaned to a depth at least equal to the width of the crack

iv. Cracks which are greater than one quarter inch (1/4") but less than three quarters of an inch (3 /4") in width or depth will require routing to a width and depth of three quarters of an inch (3/4") to seven eighths of an inch (7/8").

v. Cracks which are three quarters of an inch (3/4") or greater in width and depth will not require routing.

vi. The walls of the finished routed reservoir shall be vertical, and the reservoir bottom shall be flat.

vii. Routing will not be allowed when the roadway is wet.

viii. Routing equipment shall be mechanical, power driven, and capable of cutting a reservoir to the required dimensions. Equipment designed to plow the cracks to dimension will not be permitted.

b. Crack Sealing Application:

i. Cracks greater than one quarter inch (1/4") shall be sealed

ii. Reservoirs and cracks shall be thoroughly cleaned of dust, dirt, and loose materials so that it is clean and dry at the time the blocking medium or sealant is applied.

iii. If a routed reservoir or crack is left overnight, it shall be re-cleaned immediately before the blocking medium or sealant is applied.

iv. The routed asphalt and foreign material resulting from the reservoir preparation shall be removed from the roadway surface before an area is opened to traffic.

v. Cracks three eighths of an inch (3/8") or greater in width, which exists below the routed and cleaned reservoir, shall be filled with a blocking medium to ensure a nominal sealant depth equal to the width of the reservoir.

vi. Surface shall be dry with no rain forecasted within twenty four (24) hours of sealant being installed.

vii. Existing rubberized crack sealer that is loose or not bonded to the existing pavement shall be removed and disposed of offsite.

viii. Sealant shall be applied to the manufacturer's and NHDOT recommendations.

ix. Application shall only happen at a minimum of forty (40(d)) degrees Fahrenheit and rising or greater, with low humidity

2. Seal Coat -

a. Surface Prep:

i. Asphalt surfaces shall be thoroughly cleaned of all dirt, sand, vegetation, and loose debris

ii. All vegetation growing in cracks and along the edges of the pavement shall be removed.

iii. All oil, gas, and grease spots must be treated with a compatible oil spot primer.

iv. Surfaces shall be prepped according to manufacturer recommendations to ensure proper bonding

b. Seal Coat Application:

i. Polymer-Modified Asphalt Emulsion

ii. Seal Coat shall not be applied unless pavement and ambient air temperature are a minimum of fifty (50) degrees Fahrenheit and rising.

iii. Seal Coat shall not be applied if rain is forecasted within twenty four (24) hours of application.

iv. Apply a uniform first coat of the sealant

v. Edges and areas near concrete or buildings shall be applied carefully to not risk spills or splatter on surfaces not intended to be treated

vi. Cover any manholes so they are not exposed to the application of the sealant.

vii. Allow minimum three to four (3-4) hours drying time to cure sufficiently to prevent pickup or tracking.

viii. Once the first coat is sufficiently dried, apply the second coat uniformly and perpendicular to the first coat application.

ix. The final surface will be visually inspected for defects such as streaking, segregation, or uncoated areas.

x. Final surface shall be uniform, streak-free, and matte black finish.

3. Clean-up -

a. All excess materials shall cleaned up and disposed of off-site.

b. Polymer-Modified Asphalt Emulsion shall be applied carefully as to not leak off the roadway.

c. Any stains on Government buildings or equipment from the application of the products shall be cleaned to return to their condition before application.

*** END OF NARRATIVE ***

Requirements Crack Sealing and Seal Coating, Surry Mountain Lake, Surry, NH

Product Service Code : Y1LB North American Industry Classification System (NAICS) : 237310

Product Service Code : Y1LB

Section E - Inspection and Acceptance

FAR Clauses Incorporated by Reference

Number Title Effective Date

Alternate Deviation

Variation Effective Date

52.246-12 Inspection of Construction. 1996-08

Section F - Deliveries or Performance

0001 Delivery Schedule From date of lead time event to completion of performance 180 Calendar Days

Date of Notice to Proceed Receipt 1 JobQuantity

Address and POC Place of Performance DoDAAC: 961406 CountryCode: USA

CORPS OF ENGINEERS NEW ENGLAND DIST

NEW ENGLAND DIST NAE-CO-UC-OB, SURRY MT LAKE SURRY DAM RD KEENE,

NH 03431 UNITED STATES

0002 Delivery Schedule From date of lead time event to completion of performance 180 Calendar Days

Date of Notice to Proceed Receipt 1 JobQuantity

Address and POC Place of Performance DoDAAC: 961406 CountryCode: USA

CORPS OF ENGINEERS NEW ENGLAND DIST

NEW ENGLAND DIST NAE-CO-UC-OB, SURRY MT LAKE SURRY DAM RD KEENE,

NH 03431 UNITED STATES

Section G - Contract Administration Data

DFARS Clauses Incorporated by Reference

Number Title Effective Date

Alternate Deviation

Variation Effective Date

252.232-7003 Electronic Submission of Payment Requests and Receiving Reports.

2018-12

252.236-7000 Modification Proposals--Price Breakdown.

1991-12

DFARS Clauses Incorporated by Full Text

Number Title Effective Date

Alternate Deviation

Variation Effective Date

252.232-7006 Wide Area WorkFlow Payment Instructions.

2023-01

WIDE AREA WORKFLOW PAYMENT INSTRUCTIONS (JAN 2023)

(a) Definitions. As used in this clause-

"Department of Defense Activity Address Code (DoDAAC)" is a six position code that uniquely identifies a unit, activity, or organization.

"Document type" means the type of payment request or receiving report available for creation in Wide Area WorkFlow (WAWF).

"Local processing office (LPO)" is the office responsible for payment certification when payment certification is done external to the entitlement system.

"Payment request" and "receiving report" are defined in the clause at 252.232-7003, Electronic Submission of Payment Requests and Receiving Reports.

(b) Electronic invoicing. The WAWF system provides the method to electronically process vendor payment requests and receiving reports, as authorized by Defense Federal Acquisition Regulation Supplement (DFARS) 252.232-7003, Electronic Submission of Payment Requests and Receiving Reports.

(c) WAWF access. To access WAWF, the Contractor shall-

(1) Have a designated electronic business point of contact in the System for Award Management at https://www.sam.gov; and

(2) Be registered to use WAWF at https://wawf.eb.mil/ following the step-by-step procedures for self-registration available at this web site.

(d) WAWF training. The Contractor should follow the training instructions of the WAWF Web- Based Training Course and use the Practice Training Site before submitting payment requests through WAWF. Both can be accessed by selecting the "Web Based Training" link on the WAWF home page at https://wawf.eb.mil/

(e) WAWF methods of document submission. Document submissions may be via web entry, Electronic Data Interchange, or File Transfer Protocol.

(f) WAWF payment instructions. The Contractor shall use the following information when submitting payment requests and receiving reports in WAWF for this contract or task or delivery order:

(1) Document type. The Contractor shall submit payment requests using the following document type(s):

(i) For cost-type line items, including labor-hour or time-and-materials, submit a cost voucher.

(ii) For fixed price line items-

(A) That require shipment of a deliverable, submit the invoice and receiving report specified by the Contracting Officer.

(Contracting Officer: Insert applicable invoice and receiving report document type(s) for fixed price line items that require shipment of a deliverable.)

(B) For services that do not require shipment of a deliverable, submit either the Invoice 2in1, which meets the requirements for the invoice and receiving report, or the applicable invoice and receiving report, as specified by the Contracting Officer.

(Contracting Officer: Insert either "Invoice 2in1" or the applicable invoice and receiving report document type(s) for fixed price line items for services.)

(iii) For customary progress payments based on costs incurred, submit a progress payment request.

(iv) For performance based payments, submit a performance based payment request.

(v) For commercial financing, submit a commercial financing request.

(2) ) Fast Pay requests are only permitted when Federal Acquisition Regulation (FAR) 52.213-1 is included in the contract.

[Note: The Contractor may use a WAWF "combo" document type to create some combinations of invoice and receiving report in one step.]

(3) Document routing. The Contractor shall use the information in the Routing Data Table below only to fill in applicable fields in WAWF when creating payment requests and receiving reports in the system.

Routing Data Table*

Field Name in WAWF Data to be entered in WAWF Pay Official DoDAAC ____ Issue By DoDAAC ____ Admin DoDAAC ____ Inspect By DoDAAC ____ Ship To Code ____

Ship From Code ____ Mark For Code ____ Service Approver (DoDAAC) ____ Service Acceptor (DoDAAC) ____ Accept at Other DoDAAC ____ LPO DoDAAC ____ DCAA Auditor DoDAAC ____ Other DoDAAC(s) ____ (*Contracting Officer: Insert applicable DoDAAC information. If multiple ship to/acceptance locations apply, insert "See Schedule" or "Not applicable.")

(**Contracting Officer: If the contract provides for progress payments or performance-based payments, insert the DoDAAC for the contract administration office assigned the functions under FAR 42.302(a)(13).)

(4) Payment request. The Contractor shall ensure a payment request includes documentation appropriate to the type of payment request in accordance with the payment clause, contract financing clause, or Federal Acquisition Regulation 52.216-7, Allowable Cost and Payment, as applicable.

(5) Receiving report. The Contractor shall ensure a receiving report meets the requirements of DFARS Appendix F.

(g) WAWF point of contact.

(1) The Contractor may obtain clarification regarding invoicing in WAWF from the following contracting activity's WAWF point of contact.

(Contracting Officer: Insert applicable information or "Not applicable.")

(2) Contact the WAWF helpdesk at 866-618-5988, if assistance is needed.

(End of clause)

Section H - Special Contract Requirements

SECURITY REQUIREMENTS:

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 (eg., 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 clauses of this contract, should 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.

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.

WAGE DETERMINATION:

The Wage Determination for this project can be found at:

https://sam.gov/wage-determination/NH20260034/0

Wage Determination No.: NH20260034

Modification No.: 0

Date: 2 January 2026

*** END OF NARRATIVE ***

Section I - Contract Clauses

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 between $25,000 and $100,000

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 notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than . 180 days after Notice to Proceed 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: Michael Servant

Address: 108 Surry Dam Rd., Surry, NH 03431

Telephone: 978-318-8300

*** END OF NARRATIVE ***

FAR Clauses Incorporated by Reference

Number Title Effective Date

Alternate Deviation

Variation Effective Date

52.203-19 Prohibition on Requiring Certain Internal Confidentiality Agreements or Statements.

2017-01

52.204-9 Personal Identity Verification of Contractor Personnel.

2011-01

52.204-10 Reporting Executive Compensation and First-Tier Subcontract Awards. (Deviation 2026-O0038)

2026-02

52.204-13 System for Award Management- Maintenance. (Deviation 2026- O0038)

2026-02

52.204-19 Incorporation by Reference of Representations and Certifications.

2014-12

52.209-10 Prohibition on Contracting With 2026-02

Inverted Domestic Corporations.

(Deviation 2026-O0038)

52.213-4 Terms and Conditions-Simplified Acquisitions (Noncommercial).

(Deviation 2026-O0038)

2026-02

52.219-6 Notice of Total Small Business Set-Aside. (Deviation 2026- O0038)

2026-02

52.222-3 Convict Labor. (Deviation 2026- O0038)

2026-02

52.222-6 Construction Wage Rate Requirements. (Deviation 2026- O0038)

2026-02

52.222-7 Withholding of Funds. (Deviation 2026-O0038)

2026-02

52.222-8 Payrolls and Basic Records.

(Deviation 2026-O0038)

2026-02

52.222-9 Apprentices and Trainees.

(Deviation 2026-O0038)

2026-02

52.222-10 Compliance with Copeland Act Requirements. (Deviation 2026- O0038)

2026-02

52.222-11 Subcontracts (Labor Standards).

(Deviation 2026-O0038)

2026-02

52.222-12 Contract Termination-Debarment. 2014-05

52.222-13 Compliance with Construction Wage Rate Requirements and Related Regulations.

2014-05

52.222-14 Disputes Concerning Labor Standards. (Deviation 2026- O0038)

2026-02

52.222-15 Certification of Eligibility. 2014-05

52.222-36 Equal Opportunity for Workers with Disabilities. (Deviation 2026- O0038)

2026-02

52.222-50 Combating Trafficking in Persons. (Deviation 2026-O0038)

2026-02

52.222-55 Minimum Wages for Contractor Workers Under Executive Order 14026. (Deviation 2026-O0038)

2026-02

52.222-62 Paid Sick Leave Under Executive Order 13706. (Deviation 2026- O0038)

2026-02

52.223-2 Reporting of Biobased Products Under Service and Construction Contracts. (Deviation 2026- O0038)

2026-02

52.223-23 Sustainable Products and Services. (DEVIATION 2025- O0004)

2026-02 Deviation 2025- O0004

2025-03

52.226-8 Encouraging Contractor Policies to Ban Text Messaging While Driving.

2024-05

52.228-2 Additional Bond Security. 1997-10

52.228-11 Pledges of Assets (DEVIATION 2020-O0016)

2021-02 Deviation 2020- O0016

2020-04

52.228-12 Prospective Subcontractor Requests for Bonds.

2022-12

52.228-14 Irrevocable Letter of Credit. 2014-11

52.232-8 Discounts for Prompt Payment. 2002-02

52.232-23 Assignment of Claims. 2014-05

52.232-27 Prompt Payment for Construction Contracts.

2017-01

52.232-33 Payment by Electronic Funds Transfer-System for Award Management.

2018-10

52.232-40 Providing Accelerated Payments to Small Business Subcontractors.

2023-03

52.233-3 Protest after Award. (Deviation 2026-O0038)

2026-02

52.233-4 Applicable Law for Breach of Contract Claim. (Deviation 2026- O0038)

2026-02

52.236-2 Differing Site Conditions.

(Deviation 2026-O0038)

2026-02

52.236-3 Site Investigation and Conditions Affecting the Work. (Deviation 2026-O0038)

2026-02

52.236-5 Material and Workmanship.

(Deviation 2026-O0038)

2026-02

52.236-6 Superintendence by the Contractor. (Deviation 2026- O0038)

2026-02

52.236-7 Permits and Responsibilities.

(Deviation 2026-O0038)

2026-02

52.236-8 Other Contracts. (Deviation 2026- O0038)

2026-02

52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements. (Deviation 2026-O0038)

2026-02

52.236-10 Operations and Storage Areas.

(Deviation 2026-O0038)

2026-02

52.236-11 Use and Possession Prior to Completion. (Deviation 2026- O0038)

2026-02

52.236-12 Cleaning Up. (Deviation 2026- O0038)

2026-02

52.236-13 Accident Prevention. (Deviation 2026-O0038)

2026-02

52.236-21 Specifications and Drawings for Construction. (Deviation 2026- O0038)

2026-02

52.240-91 Security Prohibitions and Exclusions. (Deviation 2026- O0038)

2026-02

52.242-14 Suspension of Work. 1984-04

52.243-5 Changes and Changed Conditions. (Deviation 2026- O0038)

2026-02

52.244-6 Subcontracts for Commercial Products and Commercial

2026-02

Services. (Deviation 2026-O0038)

52.246-21 Warranty of Construction. 1994-03

52.249-1 Termination for Convenience of the Government (Fixed-Price) (Short Form).

1984-04

52.249-10 Default (Fixed-Price Construction).

1984-04

DFARS Clauses Incorporated by Reference

Date

Alternate Deviation

Variation Effective Date

252.203-7000 Requirements Relating to Compensation of Former DoD Officials.

2011-09

252.203-7002 Requirement to Inform Employees of Whistleblower Rights.

2022-12

252.204-7003 Control of Government Personnel Work Product.

1992-04

252.204-7004 Antiterrorism Awareness Training for Contractors.

2023-01

252.204-7012 Safeguarding Covered Defense Information and Cyber Incident Reporting.

2024-05

252.204-7018 Prohibition on the Acquisition of Covered Defense Telecommunications Equipment

2023-01 or Services.

252.204-7020 NIST SP 800-171 DoD Assessment Requirements.

2023-11

252.223-7006 Prohibition on Storage, Treatment, and Disposal of Toxic or Hazardous Materials.

2014-09

252.223-7008 Prohibition of Hexavalent Chromium.

2023-01

252.225-7001 Buy American and Balance of Payments Program.

2024-02

252.225-7002 Qualifying Country Sources as Subcontractors.

2022-03

252.225-7012 Preference for Certain Domestic Commodities.

2022-04

252.225-7048 Export-Controlled Items. 2013-06

252.225-7056 Prohibition Regarding Business Operations with the Maduro Regime.

2023-01

252.225-7060 Prohibition on Certain Procurements from the Xinjiang Uyghur Autonomous Region.

2023-06

252.232-7004 DoD Progress Payment Rates

(DEVIATION 2020-O0010)

2014-10 Deviation 2020- O0010

2020-03

252.232-7010 Levies on Contract Payments. 2006-12

252.237-7010 Prohibition on Interrogation of Detainees by Contractor Personnel.

2023-01

252.243-7001 Pricing of Contract Modifications. 1991-12

252.244-7999 Subcontracts for Commercial Products or Commercial Services. (DEVIATION 2026- O0015)

2026-02 Deviation 2026- O0015

2026-01

252.247-7023 Transportation of Supplies by Sea.

2024-10

FAR Clauses Incorporated by Full Text

Date

Alternate Deviation

Variation Effective Date

52.219-28 Postaward Small Business Program Rerepresentation.

(Deviation 2026-O0038)

2026-02

Postaward Small Business Program Rerepresentation (Feb 2026) (Deviation 2026-O0038)

(a) . As used in this clause-Definitions

Long-term contract means a contract of more than five years in duration, including options.

However, the term does not include contracts that exceed five years in duration because the period of performance has been extended for a cumulative period not to exceed six months under the clause at 52.217-8, Option to Extend Services, or other appropriate authority.

Small business concern-

(1) Means a concern, including its affiliates, that is independently owned and operated, not dominant in its field of operation, and qualified as a small business under the criteria in 13 CFR part 121 and the size standard in paragraph (c) of this clause.

(2) , as used in this definition, means business concerns, one of whom directly or Affiliates indirectly controls or has the power to control the others, or a third party or parties control or have the power to control the others. In determining whether affiliation exists, consideration is given to all appropriate factors including common ownership, common management, and contractual relationships. SBA determines affiliation based on the factors set forth at 13 CFR 121.103.

(b) If the Contractor represented that it was a small business concern, a small disadvantaged business concern, or a joint venture that was any of the small business concerns identified in 19.000(a)(3) prior to award of this contract, the Contractor shall rerepresent its size and socioeconomic status according to paragraph (e) of this clause or, if applicable, paragraph (g) of this clause, upon occurrence of any of the following:

(1) Within 30 days after execution of a novation agreement or within 30 days after modification of the contract to include this clause, if the novation agreement was executed prior to inclusion of this clause in the contract.

(2) Within 30 days after a merger or acquisition that does not require a novation or within 30 days after modification of the contract to include this clause, if the merger or acquisition occurred prior to inclusion of this clause in the contract.

(3) For long-term contracts-

(i) Within 60 to 120 days prior to the end of the fifth year of the contract; and

(ii) Within 60 to 120 days prior to the date specified in the contract for exercising any option thereafter.

(c) The Contractor shall rerepresent its size status in accordance with the size standard in effect at the time of this rerepresentation that corresponds to the North American Industry…