Solicitation W912WJ21Q0161.pdf

CAPE COD CANAL

JOHN MACPHERSON

40 ACADEMY DRIVE

BUZZARDS BAY MA 02532-1555

TEL: 978-318-8176 FAX: 508-759-8923

SEE SCHEDULE

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

W912WJ21Q0161 02-Sep-2021 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)

16-Sep-2021(Date)

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

978-318-8324JENNIFER M SAMELA

(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

W912WJ21Q0161

Section B - Supplies or Services and Prices

INSTRUCTIONS TO OFFERORS

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

FOR ADDITIONAL INFORMATION.

*PLEASE DIRECT QUESTIONS TO JENNIFER M. SAMELA AT (978) 318-8324 or

JENNIFER.M.SAMELA@USACE.ARMY.MIL. ANY INFORMATION RECEIVED AT THE SITE VISIT

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

JENNIFER M. SAMELA. THE SOLICITATION AND RESULTING CONTRACT SHALL BE THE

GOVERNING DOCUMENT IN ALL CASES.

** QUOTES CAN BE E-MAILED TO JENNIFER M. SAMELA AT

JENNIFER.M.SAMELA@USACE.ARMY.MIL.

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 an offer. (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. Please note that Google and Google Chrome are not supported browsers for SAM registration. Mozilla FireFox, Safari, and Internet Explorer are supported browsers.

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 DUNS number: _______________________________ (phone 800-333-0505 for DUNS).

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 offeror 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 OFFERORS 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 Pavement Repairs Areas A and B

FFP

Contractor shall furnish all labor, materials, equipment, and work necessary to complete approximately 57,940 sq. ft. of pavement repairs at Area A (Freezer Rd) and Area B (Ed Moffitt Dr) of the Cape Cod Canal, Sandwich, MA in accordance with the Statement of Work.

FOB: Destination

MILSTRIP: W13G8612039512

PURCHASE REQUEST NUMBER: W13G86120395120001

PSC CD: Y1LB

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002 1 Job Pavement Repairs Area C

FFP

Contractor shall furnish all labor, materials, equipment, and work necessary to complete approximately 21,620 sq. ft. of pavement repairs at Area C (Sandwich Visitor Center) of the Cape Cod Canal, Sandwich, MA in accordance with the Statement of Work.

FOB: Destination

MILSTRIP: W13G8612039512

PURCHASE REQUEST NUMBER: W13G86120395120002

PSC CD: Y1LB

NET AMT

Section C - Descriptions and Specifications

STATEMENT OF WORK

PAVEMENT ROAD REPAIRS

CAPE COD CANAL

U.S. ARMY CORPS OF ENGINEERS

Sandwich, Massachusetts

Statement of Work

I. General

1. Scope of work - Furnish all labor, equipment, materials, and services necessary to repair existing bituminous pavement at three areas on public roads in the Town of Sandwich Massachusetts. Pavement repairs at three separate work areas A, B and C are defined herein.

Area A on Freezer Road includes approximately 11,470 sq ft of repair area (see Figure 1). Area B on Ed Moffitt Drive includes approximately 40,370 sq ft of repair area with an additional 6,100 sq ft of sidewalk to be paved (see Figure 2). Area C at the Sandwich Visitor Center parking lot includes approximately 21,620 sq ft of repair area (see Figure 3).

Work includes milling and excavation of deteriorated bituminous pavement and installation of new hot mix asphalt pavement consistent with MassDOT Standard Specifications. In repair areas, existing pavement shall be milled to a depth of 1.5 inches. In pothole areas shown on figures, work includes full depth milling down into the subgrade. Work includes resetting of existing manhole frames, valve boxes, telecom junction boxes and catch basin grates. Work includes new line striping, parking lines, crosswalks, and symbols to match the existing.

Contractor is responsible to develop and execute traffic control services and provide police details to facilitate the work.

2. Location - The work areas are located on federal property in the Town of Sandwich, MA. The roads are open to the public and used to access Sandwich Marina, several adjacent commercial businesses, commercial fishing docks and recreation areas.

3. Site Visits - The areas are open to the public and contractors can inspect the existing conditions at any time. The Technical Point of Contact for the project is David D’Angelo (508- 807-7281 or david.m.dangelo@usace.army.mil ).

4. Schedule - Work shall commence within 14 days of Notice to proceed, continue diligently, and be completed within 240 days from Notice to Proceed. The project area will be open to the contractor Monday through Friday, with unrestricted work hours. All work must be completed within the period of performance established by the Contract. No work shall be done on weekends or Government holidays.

5. Safety Requirements -

a. General: Perform work in a safe manner that protects both workers and the general public from hazards. All work shall be conducted in accordance with the U.S. Army Corps of Engineers Safety and Health Requirements, (CEO EM 385-1-1, most recent edition), and all applicable Occupational Safety and Health Administration (OSHA), federal, state, and local safety and health requirements. A copy of EM 385-1-1 is available electronically at Headquarters USACE website.

https://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_ 385-1-1.pdf

b. Accident Prevention Plan: The Contractor shall prepare an Accident Prevention Plan (APP) specific to the activities being performed. It shall include Activity Hazard Analyses (AHAs) for all tasks. Work shall not proceed until the APP has been reviewed and accepted by the Government.

Contractors are responsible to ensure their subcontractors are in compliance with safety requirements. The Contractor shall conduct a safety meeting at the project site on the first day of work, whenever a new activity or phase of work begins, or at least weekly.

Emergency procedures shall be documented in the Accident Prevention Plan and will include a map with directions to the nearest hospital, emergency contact numbers, and onsite First Aid/CPR responders.

c. Activity Hazard Analyses: An AHA shall be submitted for each major phase of work.

The analysis shall define all activities to be performed, sequence of work, the specific hazards anticipated, and the control measures/PPE to be used to eliminate or reduce each hazard to an acceptable level. Work shall not proceed on a phase of work until the AHAs have been accepted. A preparatory meeting shall be conducted to discuss the AHAs with onsite employees. The AHA shall be continuously reviewed and revised to address changing site conditions as appropriate.

d. Required Personnel: The Contractor shall employ a minimum of one competent person at the project site that is responsible for safety. The safety person shall be present at the project site and be responsible for safe means and methods of construction and compliance with approved safety plans. The safety person is required to have related construction experience and have completed a 10 Hour OSHA training (or more).

e. Accident Reporting: All accidents and near misses shall be investigated by the

Contractor and reported to the Technical Point of Contact immediately.

f. COVID-19 Precautions: As part of the APP and AHAs include site specific COVID-19 monitoring procedures which address, at a minimum, the following elements: Procedures for periodic sanitation and disinfecting of equipment, vehicles, and tools in accordance with Centers for Disease Control (CDC) guidelines. Employee training on the signs, symptoms, and protection measures in accordance with CDC guidelines.

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 staff responsible for quality and safety on the job site will attend this meeting.

This conference will be scheduled for a time and location agreeable to the government and contractor. No work may be performed under this contract prior to this conference. The purpose of the conference is to enable the Technical Point of Contact to outline the requirements in terms of safety, quality, communications, inspections, and payments.

Storage areas for materials, equipment and dumpsters will also be coordinated at this meeting.

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. Contractor and employees must act in a professional manner at all times. Alcohol and firearms are prohibited on project grounds.

10. Payment - After final inspection and acceptance by the Government, the Contractor must submit an invoice to the Technical Point of Contact. The invoice shall include the proper name of the contractor, invoice date, contract number, dates of work, description of work, and total amount due. Payment for work accepted by the Government will be made within 30 days of receipt of a proper Contractor invoice. For jobs greater than 30 days, the Contractor may request progress payments.

Invoices may be mailed to:

US Army Corps of Engineers Cape Cod Canal Field Office P.O. Box 1555 Buzzards Bay, MA 02532 Attn: Phoebe Chu or email to phoebe.l.chu@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. No Government resources will be provided for the work.

Requests for Information - Requests concerning the work of this project should be directed to the Technical Point of Contact at the Cape Cod Canal Office at 508-807-7281 or david.m.dangelo@usace.army.mil.

Submittals - The following submittals must be prepared and submitted for Government acceptance.

Submittals must be accepted by the government prior to the commencement of any field activities. See Part 2-Materials/Products for requirements. Although the Government technically reviews submissions required, the Contractor is required to execute the work using proper control and review procedures. Submittals will be reviewed and accepted by the Government TPOC prior to the commencement of any field activities.

1. Safety Submittal – Safety Plan with APP, AHH, and COVID-19 precautions that lists potential hazards associated with all field work and appropriate measures to mitigate the hazards.

2. Product specification sheets for subgrade material, bituminous pavement binder and top course material, and emulsion tack material proposed. Include name of supplier, location, mixing plant, mix design, material proportions.

3. Traffic Control Plans - Include basic layout of site, number of police details, configuration of lanes and the placement of signage, barriers, and other traffic control devices. Name of company if subcontracted.

Omissions - This Statement 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, and the Contractor shall fully cooperate with other Contractors and Government employees. The contractor shall not commit or permit any act, which will interfere with the performance of work by another contractor, or by Government employees.

Receiving and Storing Materials - Staging and storage area for materials and equipment is shown on Figure 3 - Area C Sandwich Visitor Center. Contractor to coordinate with the TPOC on use of staging areas. The contractor is responsible for protecting any stored material until it is placed in service. The contractor is responsible for receiving and unloading of delivered goods. Government employees will not receive material or supplies for the contractor and will not be responsible for damage or theft of contractor equipment or material.

Clean Up - 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/Products:

1. Hot Mix Asphalt - Bituminous material shall be MassDOT Class 1 Hot Asphalt Mix (HMA) from a MassDOT approved local asphalt processing plant. The HMA shall be transported in trucks previously cleaned of all foreign materials. Each load shall be covered during transportation to the site. Minimum compaction temperature as recommended by the supplier.

2. Subgrade Material - Subgrade material shall be densely graded material that drains well.

Material that complies with MASSDOT Standard Specifications – Section 400 Sub-Base, Base Courses.

3. Pavement marking paint shall be MassDOT approved M7.01.05 White Traffic Paint and M7.01.06 Yellow Traffic Paint. Markings and colors to match existing. All paints and solvent shall conform to Federal, State and Local air pollution regulations, including those for the control of volatile organic compounds.

4. Cold applied anionic asphalt emulsion tack coat material must meet ASTM specification D977 for grade RS-1.

Part 3 Execution:

General - All onsite work shall be coordinated with the TPOC prior to start. Contractor is responsible to schedule all required traffic control and police details. The work areas in Sandwich are located on public roads that provide access to local businesses, a public marina, a power generating facility and public recreation areas. Contractor shall coordinate with the police department and shall initiate all measures to include erection of barricades to ensure the safety of vehicular and pedestrian traffic in the area. Contractor shall erect and maintain all necessary signs and safeguards required for public safety. Traffic control devices, positioning and methodology should conform with the Manual on Uniform Traffic Control Devices (MUTCD) and MASSDOT Work Zone Safety Guidelines. Work shall be sequenced to minimize impacts to traffic. At all times, at least one travel lane shall remain open for access to the marina, powerplant and local businesses.

Contractor shall dig safe the work areas.

Contractor shall note locations of all existing railroad tracks, utility structures, poles, fences, drains, and curbing in the work areas to be protected. Structures located in the repair areas including valve boxes, electrical handholes, manholes, catch basins shall be reset to the proper grade to work with new pavement.

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.

Work shall be proceeded with sufficient personnel and be sequenced to minimize impacts on local public roads and Sandwich Marina activities. At the end of each workday the Contractor shall ensure that the road surfaces are left safe for public use. All equipment shall be in good working order with all safety features as recommended by the manufacturer.

All debris generated from the project shall be removed from the worksite and properly disposed by the Contractor.

Prior to pavement milling, the existing pavement surface shall be cleaned of any loose materials, stones, and any vegetation and debris. Grass and loam materials immediately abutting pavement areas shall be excavated as necessary.

Pavement Milling Work - In accordance with section 403 of the MassDOT standard specifications, the existing asphalt pavement surface shall be excavated and pulverized by cold planer to a depth of 1.5 inches. In pothole areas identified on the figures, excavation of the existing deteriorated pavement shall be the full depth down into the subgrade materials.

The locations of all features to be protected shall be noted. Some adjacent existing granite curb is not set in concrete. Work includes protecting or resetting the curb to match existing. All drainage structures, manhole frames, valve boxes, telecom junction boxes shall be protected and reset in concrete to proper grade for new pavement. Break up and remove pavement and concrete using appropriate combinations of pneumatic hammers and other equipment that will not damage existing structures. Ensure sufficient curing time of concrete used to reset all structures.

All milled and excavated pavement shall be removed from the site by the Contractor and recycled. Milled material can be temporarily stored at the staging area identified on Figure 3 - Area C. Contractor shall clean up and properly dispose of any excess materials and debris off-site in accordance with Federal, State and Local ordinances and regulations.

New Bituminous Concrete Pavement - Pavement shall be installed by experienced installers in accordance with appropriate industry practices to produce a professional quality installation.

The existing asphalt pavement to remain adjacent to new pavement shall be saw cut to provide a vertical surface and straight lines. All edges of the existing pavement shall be coated with tack coat material prior to placement of any new bituminous concrete pavement. The finished surface of new pavement shall transition smoothly to adjacent pavement. The densities of the completed pavement shall be sufficiently compacted to achieve 95 percent of the density obtained from laboratory compaction list. Compaction shall not displace or extrude pavement from position.

Hand compact in areas inaccessible to rolling equipment. Perform rolling with consecutive passes to achieve even and smooth finish without roller marks. At the discretion of the TPOC, the Government may procure a testing service to confirm in-place density of installed and compacted new pavement.

Finished surface of new pavement shall match existing drainage patterns (shape to drain) and provide a smooth transition to existing pavement, sidewalks, and drainage areas to remain.

Work includes any and all adjustments to existing curbs, manholes, catch basins and other utility structures in the work areas. Finish elevations shall be level to within plus or minus 1/4 inch in 10 feet when measured with a 10-foot straightedge in any direction.

New pavement shall be placed in a 1.5 inch course in general repair areas. In pothole areas identified with subgrade deterioration, excavation of existing pavement shall be the full depth down into the subgrade materials. The existing subgrade materials shall be regraded with new subgrade material added as needed to establish proper grade for new pavement. The new subgrade materials shall be completely well compacted. New pavement shall be 3 inches thick in repaired pothole areas. For sidewalk areas not large enough to permit use of a roller, compaction shall be accomplished using a mechanical tamper capable of achieving 95% compaction rate. HMA layers must not exceed more than 2” between compaction.

Adjacent Porous Pavement to remain - For the work in Area A on Freezer Road, some of the pavement adjacent to repair areas is porous type. The existing porous pavement shall be protected from damage and not used to stage any granular material. The porous pavement shall also be protected from siltation. Joints between the porous pavement and new shall be made in a careful manner, well bonded, sealed and true to line and grade.

Pavement repair Areas B and C include existing concrete wheel stops that shall be temporarily moved, staged and returned to position after paving work to match existing conditions.

Contractor shall construct a new drainage swale in Area C as indicated on Figure 3. The new swale shall be constructed of hot mix asphalt. The size of the new swale shall be approximately 20 feet long and 4 foot wide. Thickness of the swale pavement shall be approximately 3 inches with raised edges to channelize water flow. Work includes excavation of grass and underlying soil from the footprint of the new swale and installation of 6 inches of new compacted subgrade material. The swale shall be terminated at the existing catch basin frame and grate to remain.

Some areas of pavement on the sidewalk in Area B have been recently repaired. Sidewalk paving repairs included in this contract shall transition smoothly to existing pavement to remain.

Contractor is responsible to manage the staging area identified on Figure 3 when in use. Use of barriers shall be used to control public access and ensure safety in the staging area.

Pavement Marking Paint - Perform the painting operations after working hours or at such time so as minimize interference with the flow of traffic. Provide temporary barriers and police details as needed to prevent vehicles from driving over newly painted areas. Apply paint on dry, clean completed pavement surface, when the air temperature is above 45 degrees F. All pavement markings shall match the type and color of all existing pavement markings. Contractor shall note locations of all line striping, bus parking lines, crosswalks and symbols on existing pavement.

Apply new line striping to match all existing line striping and markings. Permanent pavement markings shall be applied within one week of paving.

Figure 1: Area A - Freezer Road

Figure 2: Area B – Ed Moffitt Drive

Figure 3: Area C – Sandwich Visitor Center

Informational Photos:

Photo 1: Shows typical conditions on Freezer Road (Area A) looking south towards railroad tracks.

Photo 2: Shows typical conditions on Freezer Road (Area A) looking north.

Photo 3: Looking south on Ed Moffitt Drive (Area B). Shows typical conditions on road and sidewalk to be repaired.

Photo 4: Shows typical conditions on Ed Moffitt Drive (Area B).

Photo 5: Shows typical conditions of the overflow parking lot on Ed Moffitt Drive (Area B) looking north.

Photo 6: Shows typical conditions at Visitor Center parking lot (Area C) looking west.

Photo 7: Shows typical conditions at Visitor Center parking lot (Area C) looking west.

Photo 8: Shows typical conditions at Visitor Parking lot (Area C) looking east.

Section F - Deliveries or Performance

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 240 dys. ANP 1 CAPE COD CANAL

JOHN MACPHERSON

40 ACADEMY DRIVE

BUZZARDS BAY MA 02532-1555

978-318-8176 FOB: Destination

961306

0002 240 dys. ANP 1 (SAME AS PREVIOUS LOCATION)

FOB: Destination 961306

Section H - Special Contract Requirements

SECURITY REQUIREMENTS

The contractor and all associated sub-contractors shall receive a brief/training (provided by the RA) on the local suspicious activity reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the project manager, security representative or law enforcement entity. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the Technical Point of Contact NLT 5 calendar days after the completion of the training.

WAGE DETERMINATION

General Decision Number: MA20210015 01/01/2021

Superseded General Decision Number: MA20200015

State: Massachusetts

Construction Type: Highway

County: Barnstable County in Massachusetts.

HIGHWAY CONSTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.95 for calendar year 2021 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, 2015.

If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.95 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 calendar year 2021. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate, if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/01/2021

* ELEC0223-001 09/01/2020

Rates Fringes

ELECTRICIAN (Includes Traffic Signalization)...................$ 43.66 31.18%+13.15

ENGI0004-032 06/01/2020

Rates Fringes

POWER EQUIPMENT OPERATOR

Group 1.....................$ 48.73 29.25+A GROUP 1.....................$ 49.33 29.75+a Group 2.....................$ 48.23 29.25+A GROUP 2.....................$ 48.81 29.75+a

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 03/16/2020

Rates Fringes

IRONWORKER (ORNAMENTAL AND

STRUCTURAL)......................$ 48.02 33.43

LABO0133-001 06/01/2018

Rates Fringes

LABORER (Concrete Surfacer)......$ 33.50 22.92

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 06/04/2018

Rates Fringes

LABORER

Guardrail Installation......$ 31.25 22.19

PAIN0035-023 07/01/2019

Rates Fringes

PAINTER (Steel)..................$ 50.66 30.90

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 www.dol.gov/whd/govcontracts.

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 Regional Office for the area in which the survey was conducted because those Regional Offices have 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

52.203-12 Limitation On Payments To Influence Certain Federal

Transactions

JUN 2020

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 (Dev) Notice of Total Small Business Set-Aside (DEVIATION 2020-O0008).

OCT 2020

52.222-4 Contract Work Hours and Safety Standards - Overtime Compensation

MAY 2018

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

52.223-17 Affirmative Procurement of EPA-Designated Items in Service and Construction Contracts

AUG 2018

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 MAY 2014 52.228-15 (Dev) Performance and Payment Bonds-Construction. (Deviation

2020-O0016)

JUN 2020

52.232-5 Payments under Fixed-Price Construction Contracts 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 SEP 2013 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

DEC 2019

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

MAY 2016

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

JAN 2021

252.204-7019 Notice of NIST SP 800-171 DoD Assessment Requirements NOV 2020 252.204-7020 NIST SP 800-171 DoD Assessment Requirements NOV 2020 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 Items JAN 2021

CLAUSES INCORPORATED BY FULL TEXT

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 14 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 240 days from Notice to Proceed. The time stated for completion shall include final cleanup of the premises.

(End of clause)

52.213-4 TERMS AND CONDITIONS--SIMPLIFIED ACQUISITIONS (OTHER THAN COMMERCIAL

ITEMS) (JUL 2021)

(a) The Contractor shall comply with the following Federal Acquisition Regulation (FAR) clauses that are incorporated by reference:

(1) The clauses listed below implement provisions of law or Executive order:

(i) 52.203-19, Prohibition on Requiring Certain Internal Confidentiality Agreements or Statements (JAN 2017) (section 743 of Division E, Title VII, of the Consolidated and Further Continuing Appropriations Act, 2015 (Pub. L.

113-235) and its successor provisions in subsequent appropriations acts (and as extended in continuing resolutions)).

(ii) 52.204-23, Prohibition on Contracting for Hardware, Software, and Services Developed or Provided by Kaspersky Lab and Other Covered Entities (Jul 2018) (Section 1634 of Pub. L. 115-91).

(iii) 52.204-25, Prohibition on Contracting for Certain Telecommunications and Video Surveillance Services or Equipment. (AUG 2020) (Section 889(a)(1)(A) of Pub. L. 115-232).

(iv) 52.222-3, Convict Labor (JUN 2003) (E.O. 11755).

(v) 52.222-21, Prohibition of Segregated Facilities (APR 2015).

(vi) 52.222-26, Equal Opportunity (SEPT 2016) (E.O. 11246).

(vii) 52.225-13, Restrictions on Certain Foreign Purchases (FEB 2021) (E.O.s, proclamations, and statutes administered by the Office of Foreign Assets Control of the Department of the Treasury).

(viii) 52.233-3, Protest After Award (AUG 1996) (31 U.S.C. 3553).

(ix) 52.233-4, Applicable Law for Breach of Contract Claim (OCT 2004) (Pub. L. 108-77, 108-78 (19 U.S.C. 3805 note).

(2) Listed below are additional clauses that apply:

(i) 52.232-1, Payments (APR 1984).

(ii) 52.232-8, Discounts for Prompt Payment (FEB 2002).

(iii) 52.232-11, Extras (APR 1984).

(iv) 52.232-25, Prompt Payment (JAN 2017).

(v) 52.232-39, Unenforceability of Unauthorized Obligations (JUN 2013).

(vi) 52.232-40, Providing Accelerated Payments to Small Business Subcontractors (DEC 2013).

(vii) 52.233-1, Disputes (MAY 2014).

(viii) 52.244-6, Subcontracts for Commercial Items (JUL 2021).

(ix) 52.253-1, Computer Generated Forms (JAN 1991).

(b) The Contractor shall comply with the following FAR clauses, incorporated by reference, unless the circumstances do not apply:

(1) The clauses listed below implement provisions of law or Executive order:

(i) 52.204-10, Reporting Executive Compensation and First-Tier Subcontract Awards (JUN 2020) (Pub. L. 109-282) (31 U.S.C. 6101 note) (Applies to contracts valued at or above the threshold specified in FAR 4.1403(a) on the date of award of this contract).

(ii) 52.222-19, Child Labor--Cooperation with Authorities and Remedies (JAN 2020) (E.O. 13126) (Applies to contracts for supplies exceeding the micro-purchase threshold, as defined in FAR 2.101 on the date of award of this contract).

(iii) 52.222-20, Contracts for Materials, Supplies, Articles, and Equipment (JUN 2020) (41 U.S.C. chapter 65) (Applies to supply contracts over the threshold specified in FAR 22.602 on the date of award of this contract, in the United States, Puerto Rico, or the U.S. Virgin Islands).

(iv) 52.222-35, Equal Opportunity for Veterans (JUN 2020) (38 U.S.C. 4212) (Applies to contracts valued at or above the threshold specified in FAR 22.1303(a) on the date of award of this contract).

(v) 52.222-36, Equal Employment for Workers with Disabilities (JUN 2020) (29 U.S.C. 793) (Applies to contracts over the threshold specified in FAR 22.1408(a) on the date of award of this contract, unless the work is to be performed outside the United States by employees recruited outside the United States). (For purposes of this clause, "United States" includes the 50 States, the District of Columbia, Puerto Rico, the Northern Mariana Islands, American Samoa, Guam, the U.S.