W912DW23Q0031.pdf

MUD MOUNTAIN DAM PROJECT OFFICE

VYACHESLAV GOVORUSHKIN

30525 SE MUD MTN ROAD

ENUMCLAW WA 98022-8010

TEL: (206) 764-6748 FAX: 206-764-3307

W68MD930947069

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

W912DW23Q0031 12-Jun-2023 5a. ISSUED BY

8. TO: NAME AND ADDRESS, INCLUDING ZIP CODE

IMPO RTANT: 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 services. Supplies are of domestic origin unless otherwise indicated by quoter. Any representations and/or certifications attached to this Request for Quotations 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) (f)

SEE SCHEDULE

AMOUNT

% No. % NO TE: Additional provisions and representations [ ] are [ ] are not attached.

13. NAME AND ADDRESS OF QUOTER (Street, City, County, State, and

ZIP Code)

14. SIGNATURE OF PERSON AUTHORIZED TO

SIGN QUOTATION

15. DATE OF

QUOTATION

16. NAME AND TITLE OF SIGNER (Type or print) ( Include area code)

TELEPHONE NO.

AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 18 (REV. 6-95)

PREVIOUS EDITION NOT USABLE Prescribed by GSA

FAR (48 CFR) 53.215-1(a)

THIS RFQ X[ ] IS [ ] IS NOT A SMALL BUSINESS SET-ASIDE

6. DELIVER BY (Date)

SEE SCHEDULE

AND/OR DMS REG. 1

UNDER BDSA REG. 2

4. CERT. FOR NAT. DEF.3. REQUISITION/PURCHASE

REQUEST NO.

USA ENGINEER DISTRICT, SEATTLE

ATTN: CENWS-CT

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

9. DESTINATION (Consignee and address, including ZIP Code)

7. DELIVERY

[ ] FOB

DESTINATION

[ ] OTHER X

(See Schedule)

26-Jun-2023(Date) PLEASE FURNISH QUOTATIONS TO THE ISSUING OFFICE IN BLOCK 5a ON OR BEFORE CLOSE OF BUSINESS:10.

(206) 764-6070XUEJIAO SUN

(Name and Telephone no.) (No collect calls)5b. FOR INFORMATION CALL:

d. CALENDAR DAYSc. 30 CALENDAR DAYSb. 20 CALENDAR DAYS12. DISCOUNT FOR PROMPT PAYMENT a. 10 CALENDAR DAYS

W912DW23Q0031

Section B - Supplies or Services and Prices

INSTRUCTIONS

INSTRUCTIONS TO OFFERORS

1. REPRESENTATIONS AND CERTIFICATIONS CONTAINED HEREIN MUST BE COMPLETED BY

QUOTERS AND RETURNED WITH QUOTES:

IF YOUR REPRESENTATIONS AND CERTIFICATIONS ARE REGISTERED IN THE SYSTEM FOR

AWARD MANAGEMENT (SAM) CHECK HERE . IF NOT, YOU CAN REGISTER

ONLINE AT www.sam.gov

2. Faxed quotes will NOT be accepted. Email quotes shall be accepted before closing at e-mail address xuejiao.sun@usace.army.mil. All emailed offers shall contain the RFQ No.

W912DW23Q0031 in the subject line.

3. The solicitation is “100% small business set-aside”. All work shall be in accordance with the

Performance Work Statement (PWS), attachments, and all other terms and conditions herein.

4. The magnitude of construction is less than $25,000.00

5. Pre-Bid Site Visit

Vendors are encouraged to attend the site visit. Vendors shall bring government issued identification, safety gears (hard hat, safety boots, etc.), and personal protective equipment (PPE) for COVID-19 if required by either the State or Federal guidelines in effect at the time of the of the site visit.

At a minimum of one business day prior to the site visit, submit name, title, and phone number of personnel attending the pre-bid site visit. Submit the information to: Vyacheslav (Slava) Govorushkin at Vyacheslav.V.Govorushkin@usace.army.mil; Phone Number: (206) 764-6748.

DATE: 21 June 2023 TIME: 10:00 AM, Pacific Time

LOCATION: Howard Hanson Dam, 36932 S.E. Green River Headquarters Road

RAVENSDALE, WA 98051

Office Phone: (206) 764-6975

Upon arrival to the location identified above, vendors must check in at the security booth.

Vendors shall notify the security staff that they are attending the pre-bid site visit for HAHD Asphalt Sealing. Vendors will be asked to provide their car registration and proof of insurance (the access road to HAHD is owned by the city of Tacoma Headworks and these are their requirements for access).

http://www.sam.gov/

Promptly after checking in, 09:10 AM, all vendors will be escorted to HAHD. Radio equipment is required to travel the access road and thus the reason for the escort. Vendors will not be able to attend the pre-bid site visit if they arrive late.

Due to limited field staff available for site visits, only one site visit will be offered. Individual requests for site visits will not be granted. Quoters should visit the site and take such other steps as may be reasonably necessary to ascertain the nature and location of the work, and the general and local conditions which can affect the work or the cost thereof. Failure to do so shall not relieve Quoters from responsibility for estimating properly the difficulty or cost of successfully performing the work. The Government shall assume no responsibility for any understanding or representations concerning conditions made by any of its officers or agents prior to the execution of the contract, unless included in the Solicitation, specifications/plans, or related documents

6. PROSPECTIVE CONTRACTORS: Contractors are required to be registered in the System for

Awards Management (SAM) for awards resulting from solicitations.

This rule more efficiently implements the Debt Collection Improvement Act of 1996, as it requires contractors to be registered in SAM for consideration of future solicitations, awards, and payment. Registration is required prior to award of any contract, basic agreement, basic ordering agreement, or blanket purchase agreement from a solicitation.

LACK OF REGISTRATION IN THE SAM DATABASE WILL MAKE A QUOTER INELIGIBLE FOR AWARD.

The web site may be accessed at www.sam.gov.

7. Award shall be made to the lowest priced; responsive, responsible quoter, whose quote conforms to the requirements of the solicitation.

8. Required Submittals:

a) Signed and dated STANDARD FORM 18 (Request for Quotations).

b) Signed and dated STANDARD FORM 30, if applicable, for any Amendments to the solicitation.

c) Completed pricing information for all CLIN items.

d) Required items in #8 below.

9. The following information is required with quotation submission:

Federal Taxpayer’s ID Number:

Unique Entity ID:

Cage Code Number This requires registration in SAM, web site for registration iswww.sam.gov.

Remit to Address:

Company Name:

Address:

City/State/Zip:

Phone & Fax Numbers:

Point of Contact:

E-Mail Address:

The quoter must provide pricing for all items in the solicitation for its quote to be acceptable to the Government.

All quoted items must meet the requirements of the Request for Quote (RFQ) including specifications stated in all attachments.

Multiple quotes are not accepted for this RFQ. If multiple quotes are received only one quote (as determined by the Contracting Officer) will be evaluated by the Government. The quote shall be determined acceptable based on the date and time received.

10. State and Local Taxes:

The U.S. Army Corps of Engineers is exempt from paying state and local taxes per Title 4 United States Code 104-107. The U.S. Army Corps of Engineers Tax ID Number is 62-1642142.

Contractors performing services for the U.S. Army Corps of Engineers are not exempt from state and local taxes in transactions with vendors, suppliers or subcontractors.

11. Insurance Required (FAR 52.228-5):

In accordance with FAR 28.307-2, “Liability”, the contractor shall procure the following minimum insurance:

Type Amount Workman’s Compensation and Employer’s Liability Insurance $100,000 General Liability Insurance $500,000 per occurrence

And, when automobiles are used in connection with performing the contract:

Type Amount Automobile Liability Insurance $200,000 per person Bodily Injury $500,000 per occurrence Property Damage $20,000 per occurrence

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job

HAHD FY23 ASPHALT SEAL COATING & SEALING

FFP

Provide all plant, labor, tools, equipment, and materials and perform all work in strict accordance with this Statement of Work, all Federal, State and Local codes and regulations and all applicable industry standards to:

Sealcoat the asphalt pavement at Howard A Hanson Dam. This includes all the necessary surface preparation and repairs to the existing asphalt.

The word “Provide” shall be defined as DESIGN, FURNISH, INSTALL, TEST and MAKE READY FOR USE.

FOB: Destination

MILSTRIP: W68MD930947069

PURCHASE REQUEST NUMBER: W68MD930947069

PSC CD: Z2JZ

NET AMT

000101 Asphalt Base and Surface Repair

FFP

Per PWS Base Item 0001

000102 Asphalt crack repairs

Per PWS Base Item 0002

000103 Asphalt Sealing

Per PWS Base Item 0003

000104 Asphalt Striping

Per PWS Option Item 0004

Section C - Descriptions and Specifications

PWS

Performance Work Statement

Howard A Hanson Dam Asphalt Sealing

1. DESCRIPTION OF WORK: Provide all plant, labor, tools, equipment, and materials and perform all work in strict accordance with this Performance Work Statement, all Federal, State and Local codes and regulations and all applicable industry standards to:

Sealcoat the asphalt pavement at Howard A Hanson Dam. This includes all the necessary surface preparation and repairs to the existing asphalt.

The word “Provide” shall be defined as PLAN, FURNISH, INSTALL, TEST and MAKE READY FOR

USE.

2. GENERAL REQUIRMENTS FOR ALL WORK:

2.1. All work will be performed at Howard A Hanson Dam. The physical address for the facility is Howard A

Hanson Dam, Ravensdale, WA 98051.

2.2. Work performed under this Performance Work Statement (PWS) shall be planned and accomplished in a way to minimize any interferences and inconveniences to the government.

2.3. Minimum of one year warranty against any defects in material or workmanship shall be provided upon completion of the project.

2.4. The contractor must comply with all current OSHA regulations and the requirements contained in Engineering

Manual 385-1-1 US Army Corps of Engineers Safety and Health Requirements Manual. Prior to start of work, Government Approval is required for the Site Safety Plan, Work Plan, Work Schedule, and an Environmental Plan.

2.5. All paving work must be performed in accordance with Washington Department of Transportation Paving & Surfacing Standards.

2.6. All generated debris shall be properly disposed of by the contractor offsite.

2.7. Any damaged property shall be repaired to its original condition by the contractor at their own expense.

2.8. Sealing or asphalt work shall not be performed on days with forecasted rain.

2.9. While onsite, contractors shall be easily identifiable to staff. This can be achieved by wearing clothing with company logo, hardhats with company logo, vests with company, etc.

2.10. Contractor shall perform adequate project management needed to execute this project.

2.11. Utility locates shall be performed prior to any work taking place

2.12. Radio communication on CB bands for all vehicles is mandatory for travel along the access road to the dam. Cell phone reception is poor to nonexistent at the project site

2.13. The Contractor is required to pay to TPU the rate of $25.00/trip for hauling heavy equipment (vehicles over

14,000 lbs.) on the Tacoma Headworks Access road from Kanasket-Cumberland Road (Access Road “A”) to the dam. The fees are to reimburse TPU for required road repair. The Contractor shall keep records of road use in the watershed and provide 3 copies of road use trip and mileage records to the Government project manager.

The Contractor is required to coordinate with TPU’s Watershed Manager, Jarod Kaiser, (253)-502-8808 for forms and frequency of payment.

2.14. Contractor shall install a project sign per the procedures outlined in Attachment 03.

3. PRINCIPAL ITEMS TO BE ACCOMPLISHED ARE:

3.1. Base Item 0001 – Asphalt Base and Surface Repair

3.1.1. A total of 3 locations were identified in needing full asphalt and subsurface replacement. The three locations totaling 300 square feet and are identified in Image 01 in Attachment 01. Contractor shall follow steps as described in UFC 3-270-01 Chapter 3 FULL-DEPTH ASPHALT PATCHES. For each location, the repair procedures shall include but is not limited to:

• Saw cut around the perimeter of the damaged asphalt area and disposed of the damaged asphalt

• Excavate and dispose of 8 inches of existing aggregate base

• Compact the subgrade

• Import and place new aggregate base material (Grade 5a or 6a). Compact to allow for finished thickness of 7 inches.

• Import and place new asphalt. Finished thickness shall be 3 inches and surface elevation shall match that of existing asphalt. Asphalt mix used shall be WSDOT CL ½ Inch PG 64-22.

3.2. Base Item 0002 – Asphalt crack repairs

3.2.1. A total of 1200 LF of cracks were identified in the asphalt paved surface at Howard Hanson Dam. Of those

1200 LF, 85% are greater than ¼ inch with the widest being 1 inch. Contractor to verify all quantities.

3.2.2. Rout and fill existing cracks that are Small and Medium, greater than 0.25 inches and less than 2 inches, using methods described in UFC 3-270-01 CHAPTER 9 ASPHALT CRACK SEALING. Contractor shall assume asphalt thickness is 3 inches and cracks extend the full thickness of the pavement.

3.2.3. Material selected for filling cracks shall be compatible with product used for sealing the asphalt surface as identified in Section 3.3.

3.2.4. In addition to the procedures outlined in the UFC, the Contractor shall follow the manufacture’s recommendation and specifications for and applying the crack repair product, to include all necessary preparatory procedures.

3.2.5. Government approval will be needed for the product use. Contractor shall submit the Technical Data sheet as well as the SDS for the product. Additionally, proof of compatibility with the asphalt sealer shall also be provided.

3.3. Base Item 0003 – Asphalt Sealing

3.3.1. Contractor shall prepare the asphalt surface and seal the surface with an asphalt emulsion sealer. The asphalt surface at Howard Hanson Dam totals 19,000 square feet. Refer to Image 02 in Attachment 01 for aerial view of pavement surface.

3.3.2. Contractor shall follow methods described in UFC 3-270-01 CHAPTER 4 SEAL COATS.

3.3.3. In addition to the procedures of the UFC, Contractor shall follow the manufacture’s recommendation and specifications for and applying the product, to include all necessary preparatory procedures.

3.3.4. Sealing product selected shall at minimum meet the following requirements:

• Suitable for moderate to heavy commercial traffic use

• Wet track abrasion test less than 16 g/ft² (ASTM D3910-6.4)

• Adhesion Strength over Asphalt Pavement greater than 200 PSI (ASTM D4541)

• Passes ASTM D 2939-5, D 2939-14, D 2939-15, D 2939-16, D 2939-22, D 2939-26, and D 2939-

3.4. Option Item 0004 – Asphalt Striping

3.4.1. Contractor shall restore all asphalt striping that was present prior to sealing work. This includes 13 parking lot areas and two cross hatched marked areas. Of the 13 parking spots, one is a disabled parking space.

3.4.2. The location of the disabled parking space shall be moved to the north side of the admin building

3.4.3. The 3 parking spots on the concrete surface located on the north side of the shop area shall also be restriped.

4. Attachments:

Attachment 01: Howard A Hanson Dam Asphalt Sealing Images Attachment 02: QASP Attachment 03: Bipartisan Infrastructure Law Project Sign Procedures

5. SPECIFICATIONS: In addition to the specifications identified in Section 3 of this document, the following specifications are also pertinent to this project.

SpecificationTitle UFGS 32 01 13.62 Asphalt Surface Treatment UFGS 32 01 17.61 Sealing Cracks in Asphalt Paving UFGS 32 12 16 Hot-Mix Asphalt (HMA) for Roads

6. PRE-BID SITE VISIT

6.1. A pre-bid site visit will be scheduled for this contract.

7. CONDITIONS AFFECTING WORK

7.1. Work Coordination:

7.1.1. The Contractor shall attend a pre-construction meeting prior to commencing any construction activities.

The Contractor shall contact the PM within five (5) days of issuance of the Notice to Proceed to establish a date and time for the preconstruction. The Contractor shall submit a proposed Work Schedule, Work Plan, a site-specific Safety Plan, and an Environmental Plan for government approval prior to the start of work.

The schedule shall be in sufficient detail to identify all aspects of the work including any special circumstances or conditions. The schedule shall show project tasks with durations and start and finish times. The contractor must present the schedule during the preconstruction meeting.

7.1.2. During performance of this work, weekly coordination meetings are required. The Contractor’s Superintendent shall schedule the weekly coordination meeting with the Quality Assurance representative and the site lead.

7.2. Interface with Others:

7.2.1. Government and public use of the facility is anticipated while the work under this contract is being performed. In addition, other contractors will be onsite executing other contracts. Work under this PWS shall be planned and accomplished in a way to minimize any interferences and inconveniences to the government, the public, and other contractors. The Contractor is responsible for daily cleanup of all work areas and securing their property.

7.3. Work Restrictions:

7.3.1. Working Hours: The Contractor is required to work within the hours of 0700-1600, Monday through

Friday. Any requests to work outside of these hours require a seven (7) working days written notification to the Project Manager and the Operations Project Manager (OPM). There is no guarantee that such a request will be approved. Work will not be performed during Federal Holidays.

7.3.2. Laws, Rules, Regulations and Compliance: All Contractor and subcontractor employees shall observe and comply with all applicable local, State and Federal laws, rules and regulations, including those concerning fire, safety, sanitation, COVID, security, noise, vehicle operation, and hazardous material handling while performing this contract. All work shall meet or exceed applicable industry standards related to materials and workmanship. The Contractor shall be responsible for obtaining any permits, approvals or licenses required to perform the work.

7.3.3. Safety Requirements: The current edition of the U.S. Army Corps of Engineers Safety and Health Manual, EM 385-1-1 (30 Nov 2014), shall be considered a part of this contract and will be enforced as such. The most recent Safety Manual can be found here:

https://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1-1.pdf

7.3.4. The OPM, PM, and Construction Representative shall be notified immediately of any deviations or variations from the applicable Specification or Reference Drawings or this PWS document.

7.3.5. Contractor shall provide all utilities required to support work efforts not being provided by the Government as stated in Section 8 below.

7.4. Security:

7.4.1. The Contractor is responsible for compliance with these security requirements. Questions regarding security matters shall be addressed to the designated Government representative (e.g., Contracting Officer Representative (COR), Requiring Activity (RA) representative, or Contracting Officer (if a COR or other RA representative is not appointed)). Contract personnel are critical to the overall security and safety of US Army Corps of Engineers (USACE) installations, facilities and activities, and security awareness training contributes to those efforts. The Department of Defense (DoD) and Army security training requirements specified below, if applicable, are performance requirements; all applicable contract personnel shall complete initial training within 30 days of contract award or the date new contract personnel begin performance on the contract. Within five business days from the completion of training, the Contractor shall provide written documentation (e.g., email or memorandum) to the Government representative. The documentation shall include the names of contract personnel trained and which training they completed; the Contractor shall maintain training records as part of their contract files and be prepared to provide copies of training certificates to the Government representative. Contractor personnel and vehicles are subject to search when entering federal installations. Additionally, all contract personnel shall comply with Force Protection Condition (FPCON) measures, Random Antiterrorism Measures (commonly referred to as “RAMs”), and Health Protection Condition (HPCON) measures. The Contractor is responsible for meeting performance requirements during elevated FPCON and/or HPCON levels in accordance with applicable RA plans and procedures --this includes identifying mission essential and non-mission essential personnel.

In addition to the changes otherwise authorized by the changes clause of this contract, should the FPCON or HPCON levels at any individual facility or installation change, the Government may implement security changes that affect contract personnel. The Contractor shall ensure all contract personnel are aware of their security responsibilities, including any site-specific requirements identified in local policies or procedures.

7.4.2. All contract personnel requiring physical access to a federal installation or facility shall comply with the access control procedures of that location. Contract personnel requiring unescorted access to meet contract performance requirements on a DoD installation in the US shall be vetted by the installation/facility Provost Marshal/Directorate of Emergency Services/Security Office using the National Crime Information Center-Interstate Identification Index (commonly referred to as “NCIC-III”) and Terrorist Screening Database (commonly referred to as “TSDB”). Contract personnel shall comply with all personal identity verification requirements specified in installation/facility policies and procedures. Contract personnel who do not meet requirements for unescorted access to USACE facilities shall coordinate escorted access with the Government representative, as needed. Contract personnel who receive keys, access cards, or lock combinations that provide access to government-owned property shall comply with key and lock control procedures of the RA.

7.4.3. Contractors shall comply with the requirements set forth in FAR clause 52.222-54 Employment Eligibility

Verification and FAR Subpart 22.18 in using the E-Verify Program at (https://www.e-verify.gov/) (website subject to change) to meet the contract employment eligibility requirements. Contractors are encouraged to cooperate with Federal and State agencies responsible for enforcing labor requirements to include eligibility for employment under United States immigration laws in accordance with FAR 22.102-1(i). An initial list of verified/eligible candidates shall be provided to the COR no later than three business days https://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1-1.pdf after the initial contract award. When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, and submit it to the Contracting Officer to become part of the official contract file.

8. FACILITIES:

8.1. The Government shall make available to the contractor, from existing outlets and supplies, reasonable amounts of potable water without charge. The contractor shall reasonably conserve potable water furnished. The Contractor at their own expense shall install and maintain necessary temporary connections and distribution lines and shall remove the connections and lines prior to final acceptance.

8.2. Subject to available supply, reasonable amounts of electric current shall be made available by the Government, without charge, to the contractor for performing work at work area. The contractor shall carefully conserve electricity furnished.

8.3. The contractor will not have access to onsite bathroom facility. Contract will have to provide their own temporary bathroom facilities.

8.4. A staging area will be provided to the contractor upon request.

8.5. In addition to the requirements of any other contract clauses, the Contractor shall protect all Government property within the work area and shall be responsible for any damage to Government property caused by Contractor or subcontractor personnel during the performance of this contract.

8.6. Contractor will be given temporary access to the facility.

9. SUBMITTALS:

9.1. Work Plan: The Contractor shall provide a description of activities to be performed in sufficient detail in order to achieve mutual understanding with the government on the work being accomplished during each task.

Qualified personnel and subcontractors shall be identified in the document. In addition, means and methods for performing the work shall be identified. A flowchart may be used as an aid to describe the general work flow process. The document shall identify the type of equipment that will be used onsite. Work Plan shall include a Traffic Control Plan unless said plan is captured in another submittal.

9.2. A Site Specific Safety Plan: Contractor shall develop a Site Specific Safety Plan and an Activity Hazard Analysis AHA per EM 385-1-1. An AHA shall be prepared by the contractor performing the work. The AHA shall define the steps performed within the activity, and identify the work sequences, specific anticipated hazards, site conditions, equipment, materials, personnel, and the control measures to be implemented. The names of the qualified person(s) required for a particular activity shall be identified and included in the AHA, as well as proof of their competency/qualification. The Contractor shall coordinate with the USACE technical POC to develop and provide the AHA, and host a pre-work safety briefing before safety barrier installation work commences. The AHA shall be developed to the extent possible with information available prior to the work activity and submitted to the USACE as a draft no less than four (4) days prior to the commencing work. The AHA shall be completed on site by the Contractor with USACE and facility POC input, reviewed and signed by all applicable parties at the pre-work safety briefing prior to the commencing work. Samples of Site Specific Safety Plans and AHAs are available in the EM 385-1-1, current version.

9.3. Environmental Plan: An Environmental plan must be submitted an approved by the Government prior to the start of installation. The contents of the Environmental Plan shall include but is not limited to the following;

o Name(s) of person(s) within the Contractor's organization who is/are responsible for ensuring adherence to the Environmental Plan.

o Name(s) and qualifications of person(s) responsible for preparing manifests for hazardous waste to be removed from the site, if applicable.

o Name(s) and qualifications of person(s) responsible for training the Contractor's environmental protection personnel.

o Description of the Contractor's environmental protection personnel training program.

o A Spill Control plan that include the procedures, instructions, and reports to be used in the event of an unforeseen spill of a substance regulated by 40 CFR 68, 40 CFR 302, 40 CFR 355. The Spill Control Plan supplements the requirements of EM 385-1-1.

o A solid waste disposal plan identifying methods and locations for solid waste disposal including clearing debris o An air pollution control plan detailing provisions to assure that dust, debris, materials, trash, etc., do not become air borne and travel off the project site.

o A contaminant prevention plan that: identifies potentially hazardous substances to be used on the job site; identifies the intended actions to prevent introduction of such materials into the air, water, or ground; and details provisions for compliance with Federal, State, and local laws and regulations for storage and handling of these materials. In accordance with EM 385-1-1, a copy of the Safety Data Sheets (SDS) and the maximum quantity of each hazardous material to be onsite at any given time must be included in the contaminant prevention plan. Update the plan as new hazardous materials are brought onsite or removed from the site.

9.4. All submittals must be sent to the Contracting Officer and PM, and OPM of this project via email.

10. PERFORMANCE PERIOD:

10.1. The Contractor is required to commence work under this contract within ten (10) calendar days after the date of issuance of the Notice to Proceed (NTP) for the Base Item(s), prosecute the work diligently, and complete all work on all Base Item(s) no later than 60 calendar days after the date of issuance of the Notice to Proceed for the Base Item(s). The time stated for completion includes final cleanup of the premises and submission of all required close-out documentation.

10.2. If the Government chooses to award the Optional CLIN, it will be awarded at the same time as the Base CLINs. The award of the Optional CLIN, will not extend the Period of Performance.

Attachment 01 Howard A Hanson Dam Asphalt Sealing Images

Image 01: Areal View of Asphalt Repair Areas

Image 02: Areal View of Asphalt Sealing Area

QASP

Attachment 02

QUALITY ASSURANCE SURVEILLANCE PLAN

For Howard A Hanson Dam Asphalt Sealing

U.S. Army Corps of Engineers Seattle District (USACE-NWS)

Contract Description: Contractor will provide services to seal the asphalt surfaces at Howard Hanson Dam.

Work will include preparing the site for, and applying the asphalt sealer.

1. PURPOSE

This Quality Assurance Surveillance Plan (QASP) provides a systematic method to evaluate performance for the stated contract. This QASP explains the following:

• What will be monitored

• How monitoring will take place

• Who will conduct the monitoring

• How monitoring efforts and results will be documented

This QASP does not detail how the contractor accomplishes the work. Rather, the QASP is created with the premise that the contractor is responsible for management and quality control actions to meet the terms of the contract. It is the Government’s responsibility to be objective, fair, and consistent in evaluating performance. In addition, the QASP should recognize that unforeseen and uncontrollable situations may occur.

This QASP is a “living document” and the Government may review and revise it on a regular basis.

However, the Government shall coordinate changes with the contractor. Updates shall ensure that the QASP remains a valid, useful, and enforceable document. Copies of the original QASP and revisions shall be provided to the contractor and Government officials implementing surveillance activities.

The following FAR clauses may apply depending on contract type: 52.246-4 Inspection of Services – Fixed- Price

2. GOVERNMENT ROLES AND RESPONSIBILITIES

The following personnel shall oversee and coordinate surveillance activities.

a. Contracting Officer (KO) - The KO shall ensure performance of all necessary actions for effective contracting, ensure compliance with the contract terms, and shall safeguard the interests of the United States in the contractual relationship. The KO shall also assure that the contractor receives impartial, fair, and equitable treatment under this contract. The KO is ultimately responsible for the final determination of the adequacy of the contractor’s performance.

b. Acquisition Manager (AM) - The AM acts as an acquisition consultant and serves as liaison between the USACE and the requesting program office, as well as liaison between the USACE and the supporting contracting office.

c. Quality Assurance Represented (QAR): The QAR monitors all technical aspects of the contract and assists in contract administration. The QAR is authorized to perform the following functions; assure that the Contractor performs the technical requirements of the contract; perform inspections necessary in connection with contract performance; maintain written and oral communications with the Contractor concerning technical aspects of the contract; monitor Contractor's performance and notifies both the Contracting Officer and Contractor of any deficiencies, coordinate availability of government furnished party; and provide site entry of Contractor personnel. The QAR is not authorized to change any of the terms and conditions of the resulting order.

3. CONTRACTOR REPRESENTATIVES

The following employees of the contractor serve as the contractor’s Program Manager and Task Manager for this contract:

a. Program Manager – To Be Determined Telephone: To Be Determined Email: To Be Determined

4. PERFORMANCE STANDARDS

Performance standards define desired services. The Government performs surveillance to determine if the contractor exceeds, meets or does not meet these standards.

The Performance Requirements Summary Matrix identifies performance standards. The Government shall use these standards to determine contractor performance and shall compare contractor performance to the Acceptable Quality Level (AQL).

Performance Requirements Summary

The contractor service requirements are summarized into performance objectives that relate directly to mission essential items. The performance threshold briefly describes the minimum acceptable levels of service required for each requirement. These thresholds are critical to mission success.

The contractor service requirements are summarized into performance objectives that relate directly to mission essential items. The performance threshold briefly describes the minimum acceptable levels of service required for each requirement. These thresholds are critical to mission success.

Performance Objective Standard Performance Threshold

Method of Surveillance

PRS # 1.

The contractor shall repair the damaged asphalt areas

Contractor shall follow the procedures outlined in the PWS for the repairing the asphalt base and surface areas.

Zero deviation from standard.

Daily Inspections: QAR will be onsite daily and will inspect work performed

PRS #2.

Contractor shall repair all asphalt cracks

Contractor shall rout and fill cracks greater than 0.25 inches per the procedures outlined in the PWS and manufacturers specifications

Zero deviation from standard

Daily Inspections: QAR will be onsite daily and will inspect work performed

PRS #3.

Contractor shall prepare the asphalt surface and apply the asphalt sealer

Contractor shall prepare the asphalt surface and apply the asphalt emulsion sealer per the procedures outlined in the PWS and manufacturers specifications

Zero deviation from standard

Daily Inspections: QAR will be onsite daily and will inspect work performed

DELIVERABLES SCHEDULE

Contractor shall submit the following documents.

Deliverable Frequency # of Copies Medium/Format Submit To Site Specific Safety Plan

Once 1 Electronic Format

(PDF)

ATTN:

Slava Govorushkin Vyacheslav.V.Govorushkin @usace army mil Environmental

Plan Once 1 Electronic Format

(PDF)

Work Plan Once 1 Electronic Format mailto:Vyacheslav.V.Govorushkin@usace.army.mil mailto:Vyacheslav.V.Govorushkin@usace.army.mil

Material Specifications

Once 1 Electronic Format

5. INCENTIVES: NA

6. METHODS OF QA SURVEILLANCE

Various methods exist to monitor performance. The QAR shall use the surveillance methods listed below in the administration of this QASP.

Regardless of the surveillance method, the QAR shall always contact the contractor's task manager or on-site representative when a defect is identified and inform the manager of the specifics of the problem. The QAR, with assistance from the onsite USACE employees, shall be responsible for monitoring the contractor’s performance in meeting a specific performance standard.

a. PERIODIC INSPECTION - Periodic Inspections of the quality and the status of the project may be scheduled daily or unscheduled, as required.

b. VALIDATED COMPLAINTS - Upon notification of a valid complaint the QAR will complete an inspection.

Surveillance results may be used as the basis for actions (to include payment deductions) against the contractor. In such cases, the Inspection of Services clause in the Contract becomes the basis for the KO’s actions.

8. RATINGS

Metrics and methods are designed to determine if performance exceeds, meets, or does not meet a given standard and acceptable quality level. A rating scale shall be used to determine a positive, neutral, or negative outcome. The following ratings shall be used:

• EXCEPTIONAL: Performance significantly exceeds contract requirements to the Government’s benefit.

• SATISFACTORY: Performance meets contractual requirements.

• UNSATISFACTORY: Performance does not meet contractual requirements.

9. DOCUMENTING PERFORMANCE

a. ACCEPTABLE PERFORMANCE

The Government shall document positive performance. A report template is attached. Any report may become a part of the supporting documentation for fixed fee payments, award fee payments, or other actions.

b. UNACCEPTABLE PERFORMANCE

When unacceptable performance occurs, the QAR shall inform the contractor. This will normally be in writing unless circumstances necessitate verbal communication. In any case the QAR shall document the discussion and place it file.

When the QAR determines formal written communication is required, the QAR will contact the Contracting Specialist and Contracting Officer. Contracting will prepare a Contract Discrepancy Report (CDR), and present it to the contractor's task manager or on-site representative.

The contractor shall acknowledge receipt of the CDR in writing. The CDR will specify if the contractor is required to prepare a corrective action plan to document how the contractor shall correct the unacceptable performance and avoid a recurrence. The CDR will also state how long after receipt the contractor has to present this corrective action plan to Contracting and QAR. The Government shall review the contractor's corrective action plan to determine acceptability.

Any CDRs may become a part of the supporting documentation for contract payment deductions, fixed fee deductions, award fee nonpayment, or other actions deemed necessary by the KO.

10. FREQUENCY OF MEASUREMENT

a. Frequency of Measurement. During contract/order performance, the QAR shall take periodic measurements, as specified in the PRS matrix identified in section 4, and shall analyze whether the negotiated frequency of measurement is appropriate for the work being performed.

Prepared by:

Vyacheslav Govorushkin, Civil Engineer

Signature – Operations Division - Technical Support - Project Support

Section E - Inspection and Acceptance

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 Destination Government Destination Government 000101 N/A N/A N/A N/A 000102 N/A N/A N/A N/A 000103 N/A N/A N/A N/A 000104 N/A N/A N/A N/A

Section F - Deliveries or Performance

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 POP 10-JUL-2023 TO

08-SEP-2023

N/A MUD MOUNTAIN DAM PROJECT OFFICE

VYACHESLAV GOVORUSHKIN

30525 SE MUD MTN ROAD

ENUMCLAW WA 98022-8010

(206) 764-6748 FOB: Destination

960509

000101 N/A N/A N/A N/A

000102 N/A N/A N/A N/A

000103 N/A N/A N/A N/A

000104 N/A N/A N/A N/A

Section I - Contract Clauses

CLAUSES INCORPORATED BY REFERENCE

52.204-7 System for Award Management OCT 2018 52.204-9 Personal Identity Verification of Contractor Personnel JAN 2011 52.204-13 System for Award Management Maintenance OCT 2018 52.204-19 Incorporation by Reference of Representations and

Certifications.

DEC 2014

52.204-21 Basic Safeguarding of Covered Contractor Information Systems

NOV 2021

52.204-22 Alternative Line Item Proposal JAN 2017 52.204-23 Prohibition on Contracting for Hardware, Software, and

Services Developed or Provided by Kaspersky Lab and Other Covered Entities

NOV 2021

52.204-24 Representation Regarding Certain Telecommunications and Video Surveillance Services or Equipment

NOV 2021

52.204-25 Prohibition on Contracting for Certain Telecommunications and Video Surveillance Services or Equipment

NOV 2021

52.204-26 Covered Telecommunications Equipment or Services-- Representation.

OCT 2020

52.209-6 Protecting the Government's Interest When Subcontracting With Contractors Debarred, Suspended, or Proposed for Debarment

NOV 2021

52.209-10 Prohibition on Contracting With Inverted Domestic Corporations

NOV 2015

52.211-18 Variation in Estimated Quantity APR 1984 52.216-25 Alt I Contract Definitization (Oct 1997) - Alternate I APR 1984 52.219-1 Small Business Program Representations MAR 2023 52.219-6 Notice Of Total Small Business Set-Aside NOV 2020 52.219-28 Post-Award Small Business Program Rerepresentation MAR 2023 52.222-3 Convict Labor JUN 2003 52.222-6 Construction Wage Rate Requirements AUG 2018 52.222-7 Withholding of Funds MAY 2014 52.222-8 Payrolls and Basic Records JUL 2021 52.222-9 Apprentices and Trainees JUL 2005 52.222-10 Compliance with Copeland Act Requirements FEB 1988 52.222-11 Subcontracts (Labor Standards) MAY 2014 52.222-12 Contract Termination-Debarment MAY 2014 52.222-13 Compliance With Construction Wage Rate

Requirements and Related Regulations

MAY 2014

52.222-14 Disputes Concerning Labor Standards FEB 1988 52.222-15 Certification of Eligibility MAY 2014 52.222-21 Prohibition Of Segregated Facilities APR 2015

52.222-23 Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity for Construction

FEB 1999

52.222-25 Affirmative Action Compliance APR 1984 52.222-26 Equal Opportunity SEP 2016 52.222-27 Affirmative Action Compliance Requirements for

Construction

APR 2015

52.222-36 Equal Opportunity for Workers with Disabilities JUN 2020 52.222-41 Service Contract Labor Standards AUG 2018 52.222-42 Statement Of Equivalent Rates For Federal Hires MAY 2014 52.222-50 Combating Trafficking in Persons NOV 2021 52.222-55 Minimum Wages for Contractor Workers Under

Executive Order 14026

JAN 2022

52.222-62 Paid Sick Leave Under Executive Order 13706 JAN 2022 52.223-2 Affirmative Procurement of Biobased Products Under

Service and Construction Contracts

SEP 2013

52.223-3 Hazardous Material Identification And Material Safety Data

FEB 2021

52.223-5 Pollution Prevention and Right-to-Know Information MAY 2011 52.223-6 Drug-Free Workplace MAY 2001 52.223-15 Energy Efficiency in Energy-Consuming Products MAY 2020 52.223-17 Affirmative Procurement of EPA-Designated Items in

Service and Construction Contracts

AUG 2018

52.223-18 Encouraging Contractor Policies To Ban Text Messaging While Driving

JUN 2020

52.223-22 Public Disclosure of Greenhouse Gas Emissions and Reduction Goals -- Representation.

DEC 2016

52.225-13 Restrictions on Certain Foreign Purchases FEB 2021 52.225-25 Prohibition on Contracting with Entities Engaging in

Certain Activities or Transactions Relating to Iran-- Representation and Certifications.

JUN 2020

52.227-1 Authorization and Consent JUN 2020 52.227-2 Notice And Assistance Regarding Patent And Copyright

Infringement

JUN 2020

52.227-4 Patent Indemnity-Construction Contracts DEC 2007 52.229-3 Federal, State And Local Taxes FEB 2013 52.232-5 Payments under Fixed-Price Construction Contracts MAY 2014 52.232-17 Interest MAY 2014 52.232-18 Availability Of Funds APR 1984 52.232-23 Assignment Of Claims MAY 2014 52.232-27 Prompt Payment for Construction Contracts JAN 2017 52.232-33 Payment by Electronic Funds Transfer--System for

Award Management

OCT 2018

52.232-39 Unenforceability of Unauthorized Obligations JUN 2013 52.232-40 Providing Accelerated Payments to Small Business

Subcontractors

MAR 2023

52.233-1 Disputes MAY 2014 52.233-3 Protest After Award AUG 1996

52.233-4 Applicable Law for Breach of Contract Claim OCT 2004 52.236-5 Material and Workmanship APR 1984 52.236-7 Permits and Responsibilities NOV 1991 52.236-14 Availability and Use of Utility Services APR 1984 52.236-17 Layout of Work APR 1984 52.236-26 Preconstruction Conference FEB 1995 52.237-2 Protection Of Government Buildings, Equipment, And

Vegetation

APR 1984

52.242-14 Suspension of Work APR 1984 52.243-4 Changes JUN 2007 52.246-1 Contractor Inspection Requirements APR 1984 52.246-12 Inspection of Construction AUG 1996 52.246-21 Warranty of Construction MAR 1994 52.247-34 F.O.B. Destination NOV 1991 52.249-1 Termination For Convenience Of The Government

(Fixed Price) (Short Form)

APR 1984

52.252-1 Solicitation Provisions Incorporated By Reference FEB 1998 52.252-2 Clauses Incorporated By Reference FEB 1998 52.252-5 Authorized Deviations In Provisions NOV 2020 52.252-6 Authorized Deviations In Clauses NOV 2020 52.253-1 Computer Generated Forms JAN 1991 252.203-7000 Requirements Relating to Compensation of Former DoD

Officials

SEP 2011

252.204-7000 Disclosure Of Information OCT 2016 252.204-7003 Control Of Government Personnel Work Product APR 1992 252.209-7999 (Dev)

Representation by Corporations Regarding an Unpaid Delinquent Tax Liability or a Felony Conviction under any Federal Law (Deviation)

JAN 2012

252.215-7013 Supplies and Services Provided by Nontraditional Defense Contractors

JAN 2023

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

SEP 2014

252.225-7048 Export-Controlled Items JUN 2013 252.232-7003 Electronic Submission of Payment Requests and

Receiving Reports

DEC 2018

252.232-7004 DOD Progress Payment Rates OCT 2014 252.232-7010 Levies on Contract Payments DEC 2006 252.236-7000 Modification Proposals-Price Breakdown DEC 1991 252.237-7010 Prohibition on Interrogation of Detainees by Contractor

Personnel

JAN 2023

252.243-7001 Pricing Of Contract Modifications DEC 1991 252.246-7003 Notification of Potential Safety Issues JAN 2023 252.247-7023 Transportation of Supplies by Sea JAN 2023

CLAUSES INCORPORATED BY FULL TEXT

52.209-11 REPRESENTATION BY CORPORATIONS REGARDING DELINQUENT TAX LIABILITY OR A

FELONY CONVICTION UNDER ANY FEDERAL LAW (FEB 2016)

(a) As required by sections 744 and 745 of Division E of the Consolidated and Further Continuing Appropriations Act, 2015 (Pub. L. 113-235), and similar provisions, if contained in subsequent appropriations acts, the Government will not enter into a contract with any corporation that--

(1) Has any unpaid Federal tax liability that has been assessed, for which all judicial and administrative remedies have been exhausted or have lapsed, and that is not being paid in a timely manner pursuant to an agreement with the authority responsible for collecting the tax liability, where the awarding agency is aware of the unpaid tax liability, unless an agency has considered suspension or debarment of the corporation and made a determination that suspension or debarment is not necessary to protect the interests of the Government; or

(2) Was convicted of a felony criminal violation under any Federal law within the preceding 24 months, where the awarding agency is aware of the conviction, unless an agency has considered suspension or debarment of the corporation and made a determination that this action is not necessary to protect the interests of the Government.

(b) The Offeror represents that--

(1) It is [ ] is not [ ] a corporation that has any unpaid Federal tax liability that has been assessed, for which all judicial and administrative remedies have been exhausted or have lapsed, and that is not being paid in a timely manner pursuant to an agreement with the authority responsible for collecting the tax liability; and

(2) It is [ ] is not [ ] a corporation that was convicted of a felony criminal violation under a Federal law within the preceding 24 months.

(End of provision)

52.225-9 BUY AMERICAN—CONSTRUCTION MATERIALS (OCT 2022)

(a) Definitions. As used in this clause--

Commercially available off-the-shelf (COTS) item—

(1) Means any item of supply (including construction material) that is--

(i) A commercial product (as defined in paragraph (1) of the definition of "commercial product" at Federal Acquisition Regulation (FAR) 2.101);

(ii) Sold in substantial quantities in the commercial marketplace; and

(iii) Offered to the Government, under a contract or subcontract at any tier, without modification, in the same form in which it is sold in the commercial marketplace; and

(2) Does not include bulk cargo, as defined in 46 U.S.C. 40102(4) such as agricultural products and petroleum products.

Component means an article, material, or supply incorporated directly into a construction material.

Construction material means an article, material, or supply brought to the construction site by the Contractor or a subcontractor for incorporation into the building or work. The term also includes an item brought to the site preassembled from articles, materials, or supplies. However, emergency life safety systems, such as emergency lighting, fire alarm, and audio evacuation systems, that are discrete systems incorporated into a public building or work and that are produced as complete systems, are evaluated as a single and distinct construction material regardless of when or how the individual parts or components of those systems are delivered to the construction site. Materials purchased directly by the Government are supplies, not construction material.

Cost of components means--

(1) For components purchased by the Contractor, the acquisition cost, including transportation costs to the place of incorporation into the construction material (whether or not such costs are paid to a domestic firm), and any applicable duty (whether or not a duty-free entry certificate is issued); or

(2) For components manufactured by the Contractor, all costs associated with the manufacture of the component, including transportation costs as described in paragraph (1) of this definition, plus allocable overhead costs, but excluding profit. Cost of components does not include any costs associated with the manufacture of the construction material.

Critical component means a component that is mined, produced, or manufactured in the United States and deemed critical to the U.S. supply chain. The list of critical components is at FAR 25.105.

Critical item means a domestic construction material or domestic end product that is deemed critical to U.S. supply chain resiliency. The list of critical items is at FAR 25.105.

Domestic construction material…