Solicitation W912WJ24Q0033.pdf

CAPE COD CANAL

TRAVIS GERMANO

40 ACADEMY DRIVE

BUZZARDS BAY MA 02532-1555

TEL: 978-318-8550 FAX:

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

W912WJ24Q0033 02-Jan-2024 5a. ISSUED BY

8. TO: NAME AND ADDRESS, INCLUDING ZIP CODE

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 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. %

NOTE: 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.

U S ARMY ENGR DISTRICT, NEW ENGLAND

696 VIRGINIA RD

CONCORD MA 01742-2751

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

7. DELIVERY

[ ]X FOB

DESTINATION

[ ] OTHER

(See Schedule)

22-Jan-2024(Date)

PLEASE FURNISH QUOTATIONS TO THE ISSUING OFFICE IN BLOCK 5a ON OR BEFORE CLOSE OF BUSINESS:10.

978-318-8902ALICIA N LACROSSE

(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

W912WJ24Q0033

Section B - Supplies or Services and Prices

INSTRUCTIONS TO VENDORS

*SITE VISITS ARE HIGHLY RECOMMENDED PRIOR TO PROVIDING A QUOTE. SEE CLAUSE 52.236-27

ALT I FOR ADDITIONAL INFORMATION.

*PLEASE DIRECT QUESTIONS TO ALICIA N. LACROSSE AT (978) 318-8902 or

ALICIA.N.LACROSSE@USACE.ARMY.MIL. ANY INFORMATION RECEIVED AT THE SITE VISIT

WHICH CONFLICTS WITH THIS SOLICITATION SHOULD BE BROUGHT TO THE ATTENTION OF

ALICIA N. LACROSSE. THE SOLICITATION AND RESULTING CONTRACT SHALL BE THE

GOVERNING DOCUMENT IN ALL CASES.

** QUOTES CAN BE E-MAILED TO ALICIA N. LACROSSE AT

ALICIA.N.LACROSSE@USACE.ARMY.MIL.

*PLEASE READ ALL REQUIREMENTS LISTED IN THE SOLICITATION INCLUDING SAFETY

SUBMITTALS AND CERTIFICATIONS REQUIRED POST AWARD BUT PRIOR TO

COMMENCEMENT OF WORK.

NOTE 1: In accordance with FAR Part 28.101-1(c), the Contractor will NOT be required to provide a Bid Guarantee.

NOTE 2: In accordance with FAR Part 28.102-1(b), the Contractor will be required to provide the following payment protections for all construction contracts greater than $150,000.00.

(i) Payment Bond or

(ii) Irrevocable Letter of Credit and

(iii) Performance Bond

A Payment Bond or Irrevocable Letter of Credit is the SELECTED payment protection for the Government. The penal amount of bond shall be 100% of the original contract price. If the contract price increases, the Government will require an increase in the penal sum of the existing bond. This bond shall be submitted to the Contracting Officer within 10 days after receipt of award.

A Performance Bond shall be required if the total price of the quote is greater than $150,000.00. The penal amount of the Performance Bond shall be 100% of the original contract price. If the contract price increases, the Government will require an increase in the penal sum of the existing bond. This bond shall also be submitted to the Contracting Officer within 10 days after receipt of award.

NOTE 3: In accordance with FAR Part 28.102-1(c), the Contractor will be required to provide one of the following payment protections for all construction contracts greater than $35,000.00 but not greater than $150,000.00.

(i) Payment bond or

(ii) Irrevocable letter of credit

A Payment Bond or Irrevocable Letter of Credit is the SELECTED payment protection for the Government. The penal amount of bond shall be 100% of the original contract price. If the contract price increases, the Government will require an increase in the penal sum of the existing bond. This bond shall be submitted to the Contracting Officer within 10 days after receipt of award.

NOTE 4:

QUOTATION INSTRUCTIONS:

1. If subcontractor will be used for this work, please provide company name:

2. In accordance with FAR Part 52.204-7(b)(1) Contractors must be registered in the System for Award Management (SAM) database (www.SAM.gov) to submit a quote (formerly the Central Contractor Registration (CCR) database and the On-Line Representations and Certifications (ORCA)). Any reference to CCR or ORCA in any clause or provision is referring to the www.sam.gov website.

NOTE: SAM.gov registration takes approximately 3 weeks (DUNS registration 1-2 business days; CAGE code validation up to 10 business days; IRS validation and overall submission 7-10 business days). It is the contractor’s responsibility to track SAM.gov registration and follow-up with required tasks.

In addition, if you are registering a new entity in SAM.gov, you must provide an original, signed notarized letter stating that you are the authorized Entity Administrator. The Entity Administrator must establish a LOGIN.GOV account using the e-mail address that will be associated with the SAM registration. See https://www.gsa.gov/about-us/organization/federal-acquisition-service/office-of-systems-management/integrated-award-environment-iae/sam-update for additional information.

3. Provide business Unique Entity Identifier (UEI): _______________________________

4. Provide business CAGE code: __________________________________

5. Tax Identification Number: ___________________________________

6. Contractors shall provide completed FAR clause 52.204-8 (Annual Representations and Certifications) found in Section K of this solicitation with their quote if the Contractors have not completed their annual representations and certifications electronically via the SAM website at www.sam.gov. (See Paragraph 2 above).

7. Contractors are not required to submit an Accident Prevention Plan (APP) with their quote. The successful Contractor will be required to submit this document at the direction of the Technical Point of Contact. The APP must be accepted by the Government Designated Authority prior to the commencement of work.

POTENTIAL VENDORS ARE NOTIFIED THAT THE BASIS ON WHICH AWARD WILL BE MADE IS

PRICE ALONE.

ALL RESPONSIBLE SOURCES MAY SUBMIT A RESPONSE WHICH, IF TIMELY RECEIVED, MUST BE

CONSIDERED BY THE AGENCY.

INVOICES SHALL BE SENT TO TECHNICAL POINT OF CONTACT.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job CCC Install Electrical Conduits

FFP

Contractor shall provide all labor, materials, equipment and transportation to install new underground electrical condutis crossing existing service road at 8 locations at the Buzzard Bay Recreation Area, Cape Cod Canal, Bourne, MA.

FOB: Destination

PSC CD: Y1QA

NET AMT

Section C - Descriptions and Specifications

STATEMENT OF WORK

INSTALL UNDERGROUND ELECTRICAL CONDUITS

BUZZARD BAY RECREATION AREA

CAPE COD CANAL

U.S. ARMY CORPS OF ENGINEERS

BOURNE, MASSACHUSETTS

STATEMENT OF WORK

I. General

1. Scope of work

Furnish all labor, equipment, materials, and transportation to install new underground electrical conduits crossing existing service road at 8 locations (see Figure 1). Work includes sawcutting pavement, trench excavation, installation of conduits, pull strings, handholes, backfill and patching service road trenches with 4” hot mixed asphalt pavement.

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

OSHA 10 Certification First Aid/CPR Certification (2 or more employees on site) All applicable certifications and licenses Accident Prevention Plan and Activity Hazard Analyses for all fieldwork.

Quality Control Plan Schedule Work Plan and Traffic Control Plan Hot Mix Asphalt Mix Design For all materials to be used on the project, the contractor shall provide the following information:

o Manufacturer’s name o Catalog number o Specifications o Name of supplier, location of mixing plant, mix design, material proportions.

o Any other information necessary to approve the materials.

o Safety Data Sheets (SDS) shall be submitted along with the product data for any potentially hazardous materials such as adhesives and flux materials.

2. Locations

The general location of the work area at the Canal Project is shown on Figure 1. The work areas are located at Buzzard Bay Park on federal property in the Town of Bourne, MA. The roads are closed to motorized vehicles and used extensively by the public for recreational activities. Access for construction vehicles is limited to existing access gates. The service road must be clear for safe pedestrian, bike, and vehicular travel each night and whenever construction work is not occurring. The service roads can be closed completely to vehicular and pedestrian traffic each day when work is ongoing. At least one lane shall be open for vehicular traffic each night after work hours. (See Figure 1 and Information Photos 1-6)

3. Site Visit A scheduled site visit for interested vendors will be listed in the Solicitation. Interested vendors should attend the site visit to confirm understanding of the scope, inspect field conditions, access roads, existing overhead power lines and existing utilities prior to bidding.

No extra payment will be allowed for perceived additional work caused by unfamiliarity with site conditions and requirements. After Contract award, the Technical Point of Contact (TPOC) for questions and site coordination is Travis Germano (978) 318-8550 or (Travis.J.Germano@usace.army.mil).

4. Schedule

The work shall be completed within 90 days from notice to proceed. The project area will be open to the contractor Monday through Friday, with work hours form 0700-1800. All work must be completed within the period of performance established by the Contract. No work shall be done on weekends or Government holidays. No onsite work shall be performed between Memorial Day to Labor Day (no summer season work).

Onsite pavement work shall be completed expeditiously to minimize impacts to recreational activities. Work shall not be started on the road unless all labor, equipment, and materials are onsite to complete work.

5. Safety Requirements

All work shall be conducted in accordance with the U.S. Army Corps of Engineers Safety and Health Requirements Manual (EM 385-1-1, most recent edition), and all applicable Occupational Safety and Health Administration (OSHA), federal, state, and local safety and health requirements. Perform work in a safe manner that protects both workers and the general public from hazards. All equipment shall be in good working order with all safety features as recommended by the manufacturer. A copy of EM 385-1-1 can be accessed at the project office or electronically at the following link:

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

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

The Contractor shall prepare an Accident Prevention Plan (APP) specific to the activities being performed, at a minimum it must meet the requirements of EM 385-1-1, Appendix A.

It shall include Activity Hazard Analyses (AHAs) as described below.

An AHA shall be submitted for each major phase of work. A major phase of work is defined as an operation involving a type of work presenting hazards not experienced in previous operations or where a new subcontractor or work crew is to perform the work. The analysis shall define all activities to be performed, identify the sequence of work, the specific hazards anticipated, and the control measures to be implemented to eliminate or reduce each hazard to an acceptable level. The AHA shall be continuously reviewed and revised to address changing site conditions as appropriate.

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.

Weekly safety meetings shall be held and documented. Records shall be available to the Technical Point of Contact upon request.

The Contractor shall employ a minimum of one Competent Person (CP) at each project site to function as the Site Safety and Health Officer (SSHO). The SSHO shall be present at the project site and report to the contractor’s upper management. The SSHO is required to have related construction experience and have at a minimum completed a 10 Hour OSHA training.

All accidents and near misses shall be investigated by the Contractor and reported to the Technical Point of Contact immediately.

The Contractor shall provide daily production and QC reports, employee work hours, and certified payrolls electronically to the Technical Point of Contact.

6. Preconstruction Conference

Prior to the start of any work, the Contractor and Technical Point of Contact will schedule and conduct a “Preconstruction 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 for the 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 requirements in terms of safety, quality, communications, inspections, material storage, submittals, and payments.

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 Cape Cod Canal Field Office. Potential periods of heightened security may affect access to work areas. During periods of heightened security, the Government reserves the right, at any time, to close any property and reschedule work. The Contractor shall be given at least 24-hour notice of any such closure.

9. Contractor Conduct

The work area is located on Federal property on a service road open to the public for recreation activities. Contractor and employees must act in a safe and professional manner at all times. Alcohol and firearms are prohibited on project grounds.

10. Payment

Payment shall be made after final inspection and acceptance by the Government, the Contractor must submit an invoice, utilizing Form ENG 93, to the Technical Point of Contact. For the schedule of prices, the Contractor's home office and field office overhead will be considered incidental to the work and shall be included in the unit price for work in place. The invoice shall include the name of contractor (as per SAM registration), invoice date, contract number, description of work completed, and total amount due. For jobs greater than 30 days the contractor may request progress payments. Invoices may be emailed to:

US Army Corps of Engineers Cape Cod Canal Field Office P.O. Box 1555 Buzzards Bay, MA 02532 Attn: Travis Germano travis.j.germano@usace.army.mil.

II. Technical Requirements:

Part 1 General:

Contractor’s work and responsibility includes all job scheduling, personnel, equipment, materials, supervision, and quality control necessary to perform the work. Contractor to provide bathroom and sanitation facilities for workers as required.

Requests for Information:

After Contract award, requests concerning the work of this project should be directed to the Technical Point of Contact at the Cape Cod Canal Office at (978) 318-8550 or travis.j.germano@usace.army.mil.

Submittals:

Contractor shall provide submittals that show pertinent details of proposed materials that allows confirmation the materials are in accordance with requirements listed in the materials section of this scope of work. Although the Government technically reviews submittals, the contractor’s work must be prosecuted using proper internal controls and review procedures. Contractor submittals must be reviewed and accepted by the government prior to the commencement of any field activities. Contractor shall provide required submittals to the Technical Point of Contact within 30 days of notice to proceed.

Required submittals include:

1. OSHA 10 Certification

2. First Aid/CPR Certification (2 or more employees on site)

3. All applicable certifications and licenses

4. Accident Prevention Plan and Activity Hazard Analyses for all fieldwork.

5. Quality Control Plan

6. Schedule

7. Work Plan and Traffic Control Plan – Provide a site plan with description of planned access points, storage of materials, and haul routes for trucks and equipment. Include description of signage, barriers, flashing barricade lights, traffic control devices and flaggers to protect the general public from hazards. Include the means and methods to control pedestrian, bike, and vehicular travel within the work areas. Include name of company if paving work and trucking is subcontracted.

8. Hot Mix Asphalt Mix Design

9. For all materials to be used on the project, the contractor shall provide the following information:

(1) Manufacturer’s name

(2) Catalog number

(3) Specifications

(4) Name of supplier, location of mixing plant, mix design, material proportions.

(5) Any other information necessary to approve the materials

(6) Safety Data Sheets (SDS) shall be submitted along with the product data for any potentially hazardous materials such as adhesives and flux materials.

Government Resources:

The contractor is responsible for providing all resources to complete the project. The Government will not provide any equipment or services.

Omissions:

This scope of work 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.

Quality Control and Quality Assurance:

The Contractor is responsible for the quality control of all work. Work shall be performed to quality standards established by MassDOT Standard Specifications. The Government has the right to inspect and test all items called for by the contract, to the extent practicable at all times during the term of the contract.

Other Contracts:

The Government may undertake or award other contracts for additional work not related to this contract, 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.

Storage and Equipment Staging Areas:

Storage and equipment staging areas are limited due to space limitations on the narrow service road. Contractor shall coordinate with the Technical Point of Contact on use of areas. The contractor is responsible for protecting all stored materials and equipment. The contractor is responsible for receiving, unloading and movement of all materials. Excavated materials shall be removed from storage areas promptly at the completion of construction work. The contractor shall ensure that stored materials do not migrate into the waterway or onto roadways. The Government is not responsible for damage or theft of contractor equipment or materials.

Clean Up:

All work areas are considered an environmentally sensitive. Contractor shall inspect all equipment and materials used to prevent the release of any contaminants to the environment.

The Contractor shall practice good housekeeping to maintain a safe job site. The contractor shall keep the work area, including any storage areas, free from the accumulation of waste materials.

Upon completing work, the contractor shall remove all tools, equipment, and materials that are not the property of the government and shall clean up the job site to the satisfaction of the Government. Areas adjacent to the pavement repairs shall be left neat and free of any debris from construction work.

Sustainability:

EPA Designated: 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.

Part 2 Materials:

1. Conduits and Fittings – Schedule 80 PVC, 2 Inch and 4 Inch Diameter

2. Conduit Elbows – 2” Galvanized Rigid Long Sweep Radius Elbows

3. Vertical Pipe Extension Up Light Pole – 2” x 10’ Long Galvanized Rigid (Capped/plugged)

4. Conduit Spacers – Horizontal and vertical interlock type; polystyrene material

5. Electrical Handhole – 4'x4'x4' Square Electrical Handhole with H-20 Concrete Cover and 26"

Electric Frame/Lid Cover (See photos 4-6)

6. Sand - Clean granular sand, free from organic matter and deleterious substances.

7. Topsoil - 3/8” Screened Loan Topsoil shall be from a local source that is clean, and free of weeds, litter, and brush with appropriate organic matter suited for growing grass.

8. Seed Mix – Provide seed mix for shoulder area in accordance with MassDOT Standard

Specifications Section M6.03.0.

9. Hot Mix Asphalt

a. Mix Type: SSC 9.5

b. Minimum Application Temperature: 235°F

c. Bituminous material shall be MassDOT Class 1 Hot Mixed Asphalt from a MassDOT approved local asphalt processing plant.

d. Subbase Material (4”) – Gravel Borrow, Type B. Subbase materials shall not include recycled pulverized pavement.

Part 3 Execution:

1. All onsite work shall be coordinated with the Technical Point of Contact prior to start of mobilization. Contractor shall dig safe the work areas.

2. The Canal service roads have gates to control unauthorized vehicle access. The contractor will be provided a key to open the gates at the pre-construction conference. The contractor shall return the key to the government upon completion of the field work. The contractor shall ensure any gate unlocked for access is re-secured upon entry and exit. The contractor shall comply with the 10 miles per hour speed limit for all vehicles on the service roads and shall use caution when approaching Canal visitors. Contractor shall provide an escort vehicle with flashing yellow lights for all construction vehicles entering and leaving the work site location.

3. Contractor shall provide, erect, and maintain all necessary signs, barriers, flashing barricade lights, and safeguards required for public safety. The contractor is responsible for preventing the general public from encountering hazards associated with the work.

4. Contractor shall note the locations of and protect all existing access gates, utility structures, poles, fences, drains, stairs, and curbing that are on the service road adjacent to work areas.

5. The Contractor shall employ ample personnel and sufficient equipment to accomplish the work of this contract in the least amount of time and be sequenced to minimize impacts on the service road. The road is used extensively by the public for recreational activities that occur 24 hours per day. At the end of each workday the Contractor shall ensure that the road surface is left safe for public use.

6. In cases where work is not specifically shown or specified, contract shall include miscellaneous items, appurtenances, devices, and materials obviously necessary for a sound, secure and complete installation.

7. Existing Conditions: Contractor shall be responsible for the protection of all existing structures, equipment, and areas from damage during construction. Any items not included in the Statement of Work that are damaged or altered during construction shall be restored to their pre-construction condition at the contractor’s expense and verified as such by the Government TPOC. Any disturbed areas outside of the sites to include the access roads and public roads shall be restored to the minimum of pre-existing conditions.

8. Location of underground utilities shown are approximate only and not all underground utilities may be shown. The contractor shall protect all underground utilities from damage throughout the duration of construction and be fully responsible for any and all damages.

The contractor shall call dig safe at 811 or 1-888-dig-safe not less than 72 hours prior to the start of any excavation for verification of underground utility locations. Contractor shall "Dig Safe" the work area prior to any subsurface work. Physically verify underground utility locations, including utility depth, by hand digging using wood or fiberglass handled tools when any adjacent construction work is expected to come within 3 feet of the underground system. Upon request from the contractor, the government will be able to secure and lock out/tag out the primary power to support excavation efforts, but this electrical outage shall not exceed the daily work hours.

9. Sawcutting - The existing pavement shall be sawcut full repair depth to provide a clean and sound vertical surface and straight lines, within the areas where the adjacent surface is to be protected. Sawcut edges which become broken, ragged, or undermined as a result of the Contractor's operations shall be re-cut prior to the placement of abutting proposed pavement at no additional cost.

10. Electrical Underground Conduits (8 Locations) - Provide a 35’ of underground conduits at 7 light pole locations (poles 345, 350, 355, 360, 365, 370, 375) as shown on Figure 1. At these 7 light pole locations, from the handhole to light pole, provide (2) 2” Underground Schedule 80 PVC conduits connected to 2” galvanized rigid long sweep elbows connected to 2” x 10’ long galvanized rigid pipe mounted to the pole and capped at the end. At an 8th location, near the Buzzard Bay Park service road access gates, provide 40’ of (4) 4” Schedule 80 PVC conduits, ends capped and direct buried in sand. Provide pull strings and PVC caps on all conduit ends. At these 8 road crossings, saw cut the asphalt road full depth. Backfill trench and compact at 6” lifts. Lifts shall be compacted to not less than 95% of the maximum dry density of the material. (See photo 3)

11. Subbase Install - The subgrade shall be shaped to a true surface conforming to the proposed cross section of the road and the subbase shall be compacted to not less than 95% of the maximum dry density of the subbase material. Contractor shall provide a minimum 4” depth subbase as part of the designated areas to receive full depth pavement.

12. Hot Mix Asphalt Placement - At each trench crossing of the service road, provide new 4” top course (compacted in 2 -2” lifts). The Contractor shall provide a tack coat of asphalt emulsion uniformly applied to pavement surfaces prior to placing pavement courses. New pavement shall be installed by experienced installers in accordance with appropriate industry practices to produce a professional quality installation. The finished surface of new pavement shall transition smoothly to adjacent pavement. The Contractor shall ensure the placed material is not less than 95% of the maximum theoretical density of the mixture.

13. Topsoil and Grass Seed - The Contractor shall provide 6” of topsoil and grass seed in disturbed areas.

14. Work shall be performed in a manner that prevents the release of any contaminants to the environment. Prevent any sediment laden runoff from entering waterbodies, drainage inlets, and drainage areas from the pavement. Sediment controls may include, but are not limited to, entrenched staked straw bales, entrenched sediment (silt) fence, or compost filter socks.

Remove all temporary sediment controls during final clean-up and prior to demobilization.

15. Contractor is responsible to manage all storage and staging areas including use of barriers to control public access and ensure safety in the staging areas. All debris generated from the project shall be removed and properly disposed or recycled by the Contractor. Contractor shall clean up and properly dispose of debris off-site in accordance with Federal, State and Local ordinances and regulations. Contractor shall leave the entire site of the work in a neat and orderly condition.

16. Disposal: Local regulations regarding hauling and disposal shall apply. Contractor shall dispose of all debris resulting from the construction work. Contractor shall leave the entire site of the work in a neat and orderly condition. Debris, rubbish, non-hazardous waste, and non-usable material resulting from the work under this contract shall be disposed of by the Contractor, at Contractor’s expense, off Government property. Segregate and maximize recycling of all waste generated. Debris shall be removed and transported in such a manner that prevents damage to local roads and spillage.

17. Closeout Procedures: Contractor shall coordinate with the TPOC for the following at the completion of the project:

a. A final inspection walkthrough of the project to ensure the work is completed in accordance with the Statement of Work.

b. Delivery tickets, Disposal tickets, and Test Reports.

c. Complete Final Payment Forms and Certifications.

ATTACHMENTS

PLEASE REFER TO THE ATTACHMENTS INCLUDED SEPERATELY WITH THIS SOLICITATION FOR

ADDITIONAL INFORMATION.

Section F - Deliveries or Performance

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 90 dys. ANP 1 CAPE COD CANAL

TRAVIS GERMANO

40 ACADEMY DRIVE

BUZZARDS BAY MA 02532-1555

978-318-8550 FOB: Destination

961306

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

General Decision Number: MA20230015 10/13/2023

Superseded General Decision Number: MA20220015

State: Massachusetts

Construction Type: Highway

County: Barnstable County in Massachusetts.

HIGHWAY CONSTRUCTION PROJECTS

Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60).

|If the contract is entered |. Executive Order 14026 | |into on or after January 30, | generally applies to the | |2022, or the contract is | contract. | |renewed or extended (e.g., an |. The contractor must pay | |option is exercised) on or | all covered workers at | |after January 30, 2022: | least $16.20 per hour (or | | | the applicable wage rate | | | listed on this wage | | | determination, if it is | | | higher) for all hours | | | spent performing on the | | | contract in 2023. | |If the contract was awarded on|. Executive Order 13658 | |or between January 1, 2015 and| generally applies to the | |January 29, 2022, and the | contract. | |contract is not renewed or |. The contractor must pay all| |extended on or after January | covered workers at least | |30, 2022: | $12.15 per hour (or the | | | applicable wage rate listed| | | on this wage determination,| | | if it is higher) for all | | | hours spent performing on | | | that contract in 2023. |

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at http://www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/06/2023 1 01/27/2023 2 03/31/2023 3 06/16/2023 4 07/14/2023 5 07/28/2023 6 09/01/2023

7 10/13/2023

ELEC0223-001 09/01/2023

Rates Fringes

ELECTRICIAN (Includes Traffic Signalization)...................$ 47.87 29.92

ENGI0004-032 06/01/2023

Rates Fringes

POWER EQUIPMENT OPERATOR

Group 1.....................$ 48.73 29.25+A

GROUP 1.....................$ 54.28 31.95

Group 2.....................$ 48.23 29.25+A

GROUP 2.....................$ 53.69 31.95

FOOTNOTE FOR POWER EQUIPMENT OPERATORS:

A. PAID HOLIDAYS: New Year's Day, Washington's Birthday, Labor Day, Memorial Day, Independence Day, Patriot's Day, Columbus Day, Veteran's Day, Thanksgiving Day, Christmas Day

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

Group 1: Backhoe/Excavator/Trackhoe; Bobcat/Skid Steer/Skid Loader; Broom/Sweeper; Crane; Gradall; Loader; Paver (Asphalt, Aggregate, and Concrete); Post Driver (Guardrail/Fences) Group 2: Bulldozer; Grader/Blade; Milling Machine; Roller

* IRON0007-026 09/16/2023

Rates Fringes

IRONWORKER (ORNAMENTAL AND

STRUCTURAL)......................$ 53.70 36.21

LABO0133-001 06/01/2022

Rates Fringes

LABORER (Concrete Surfacer)......$ 36.31 26.64

LABO0385-001 06/01/2018

Rates Fringes

LABORER

Common or General...........$ 33.25 22.92 Fence Erection..............$ 33.50 22.92

LABO0385-005 06/01/2018

Rates Fringes

LABORER (Landscape)..............$ 33.25 22.92

LABO0596-009 12/01/2021

Rates Fringes

LABORER

Guardrail Installation......$ 32.75 23.96

PAIN0035-023 07/01/2023

Rates Fringes

PAINTER (Steel)..................$ 55.51 35.10

TEAM0059-001 08/01/2020

Rates Fringes

TRUCK DRIVER (Dump Truck)........$ 34.98 26.6325+A+B

FOOTNOTES:

A. PAID HOLIDAYS: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Patriot's Day, Columbus Day, Veteran's Day, Thanksgiving Day and Christmas Day

B. PAID VACATION: Employees with 4 months to 1 year of service receive 1/2 day's pay per month; 1 week vacation for 1 - 5 years of service; 2 weeks vacation for 5 - 10 years of service; and 3 weeks vacation for more than 10 years of service

SUMA2014-005 01/11/2017

Rates Fringes

CARPENTER, Includes Form Work....$ 43.64 22.09

CEMENT MASON/CONCRETE FINISHER...$ 56.70 21.08

IRONWORKER, REINFORCING..........$ 44.52 19.36

LABORER: Asphalt, Includes Raker, Shoveler, Spreader and Distributor......................$ 33.65 17.32

LABORER: Concrete Saw (Hand Held/Walk Behind)................$ 44.43 14.18

LABORER: Jack Hammer............$ 38.69 17.33

OPERATOR: Forklift..............$ 64.67 0.00

OPERATOR: Mechanic..............$ 48.74 11.79

OPERATOR: Piledriver............$ 42.56 17.34

PAINTER: Spray (Linestriping)....$ 47.30 6.42

TRAFFIC CONTROL: Flagger.......$ 23.00 20.44

TRAFFIC CONTROL:

Laborer-Cones/ Barricades/Barrels - Setter/Mover/Sweeper.............$ 53.35 12.78

TRUCK DRIVER: Concrete Truck....$ 33.69 15.79

TRUCK DRIVER: Flatbed Truck.....$ 48.53 0.00

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at https://www.dol.gov/agencies/whd/government-contracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour National Office because National Office has responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

Section I - Contract Clauses

CLAUSES INCORPORATED BY REFERENCE

52.204-13 System for Award Management Maintenance OCT 2018 52.204-18 Commercial and Government Entity Code Maintenance AUG 2020 52.204-19 Incorporation by Reference of Representations and

Certifications.

DEC 2014

52.209-10 Prohibition on Contracting With Inverted Domestic Corporations

NOV 2015

52.219-6 Notice Of Total Small Business Set-Aside NOV 2020 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 52.222-27 Affirmative Action Compliance Requirements for

Construction

APR 2015

52.223-5 Pollution Prevention and Right-to-Know Information MAY 2011 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

52.228-2 Additional Bond Security OCT 1997 52.228-11 (Dev) Individual Surety--Pledge of Assets (DEVIATION 2020-

O0016)

FEB 2021

52.228-12 Prospective Subcontractor Requests for Bonds DEC 2022 52.232-5 Payments under Fixed-Price Construction Contracts MAY 2014 52.232-23 Assignment Of Claims MAY 2014 52.232-27 Prompt Payment for Construction Contracts JAN 2017 52.236-2 Differing Site Conditions APR 1984 52.236-3 Site Investigation and Conditions Affecting the Work APR 1984 52.236-5 Material and Workmanship APR 1984 52.236-6 Superintendence by the Contractor APR 1984 52.236-7 Permits and Responsibilities NOV 1991 52.236-8 Other Contracts APR 1984 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements

APR 1984

52.236-10 Operations and Storage Areas APR 1984 52.236-11 Use and Possession Prior to Completion APR 1984 52.236-12 Cleaning Up APR 1984 52.236-13 Accident Prevention NOV 1991 52.236-21 Specifications and Drawings for Construction FEB 1997 52.236-26 Preconstruction Conference FEB 1995 52.242-14 Suspension of Work APR 1984 52.243-5 Changes and Changed Conditions APR 1984 52.246-12 Inspection of Construction AUG 1996 52.246-21 Warranty of Construction MAR 1994

52.249-1 Termination For Convenience Of The Government (Fixed Price) (Short Form)

APR 1984

52.249-10 Default (Fixed-Price Construction) APR 1984 252.203-7000 Requirements Relating to Compensation of Former DoD

Officials

SEP 2011

252.203-7002 Requirement to Inform Employees of Whistleblower Rights DEC 2022 252.204-7000 Disclosure Of Information OCT 2016 252.204-7003 Control Of Government Personnel Work Product APR 1992 252.204-7012 Safeguarding Covered Defense Information and Cyber

Incident Reporting

JAN 2023

252.204-7015 Notice of Authorized Disclosure of Information for Litigation Support

JAN 2023

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

JAN 2023

252.204-7020 NIST SP 800-171 DoD Assessment Requirements NOV 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 252.227-7033 Rights in Shop Drawings APR 1966 252.232-7004 (Dev) DoD Progress Payment Rates (DEVIATION 2020-O0010) MAR 2020 252.232-7010 Levies on Contract Payments DEC 2006 252.236-7000 Modification Proposals-Price Breakdown DEC 1991 252.243-7001 Pricing Of Contract Modifications DEC 1991 252.244-7000 Subcontracts for Commercial Products or Commercial

Services

NOV 2023

CLAUSES INCORPORATED BY FULL TEXT

52.204-27 PROHIBITION ON A BYTEDANCE COVERED APPLICATION (JUN 2023)

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

Covered application means the social networking service TikTok or any successor application or service developed or provided by ByteDance Limited or an entity owned by ByteDance Limited.

Information technology, as defined in 40 U.S.C. 11101(6)--

(1) Means any equipment or interconnected system or subsystem of equipment, used in the automatic acquisition, storage, analysis, evaluation, manipulation, management, movement, control, display, switching, interchange, transmission, or reception of data or information by the executive agency, if the equipment is used by the executive agency directly or is used by a contractor under a contract with the executive agency that requires the use-

(i) Of that equipment; or

(ii) Of that equipment to a significant extent in the…