Solicitation W912WJ22Q0054.pdf

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

W912WJ22Q0054 24-Feb-2022 5a. ISSUED BY

8. TO: NAME AND ADDRESS, INCLUDING ZIP CODE

SEE SCHEDULE

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

[ ] FOB

DESTINATION

[ ] OTHER X

(See Schedule)

10-Mar-2022(Date)

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

978-318-8256FRED E RILEY

(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

W912WJ22Q0054

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 FRED E. RILEY AT (978) 318-8256 or

FRED.E.RILEY@USACE.ARMY.MIL. ANY INFORMATION RECEIVED AT THE SITE

VISIT WHICH CONFLICTS WITH THIS SOLICITAION SHOULD BE BROUGHT TO THE

ATTENTION OF FRED RILEY.THE SOLICITATION AND RESULTING CONTRACT

SHALL BE THE GOVERNING DOCUMENT IN ALL CASES.

**QUOTES CAN BE E-MAILED TO FRED RILET AT

FRED.E.RILEY@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.

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.

BID SCHEDULE

CAPE COD CANAL

U.S. ARMY CORPS OF ENGINEERS

Bourne, Massachusetts Bid Schedule

ITEM UNIT QTY

UNIT

PRICE

TOTAL

Work Areas A, B, C, D, & E Pavement replacement on the North Service Road

Work Area F Pavement replacement, drainage improvements and regrading work on the North Service Road

Job

Job

TOTAL

Section C - Descriptions and Specifications

STATEMENT OF WORK

PAVEMENT REPAIRS NORTH SERVICE ROAD

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 services to replace deteriorated sections of existing bituminous pavement on a service road at the Cape Cod Canal Project. Work includes saw cutting and full depth excavation of existing deteriorated bituminous pavement layers 7.5 inches deep, installation of new subbase material and new hot mix asphalt pavement consistent with MassDOT Standard Specifications. Work includes pavement replacement at six separate work areas on the North Service Road located in the Town of Bourne, Massachusetts. Table 1 shows the pavement replacement work areas.

Table 1:

Area A - 4,060 sq ft of pavement (290 ft long x 14 ft wide), between Stations 300-295 Area B - 2,170 sq ft of pavement (155 ft long x 14 ft wide), between Stations 210-205 Area C - 728 sq ft of pavement ( 52 ft long x 14 ft wide), between Stations 205-200 Area D - 1,554 sq ft of pavement (111 ft long x 14 ft wide), between Stations 150-145 Area E - 4,425 sq ft of pavement (295 ft long x 15 ft wide), between Stations 150-145 Area F - Work at this area includes 10,275 sq ft of pavement replacement, excavation, regrading work with installation of new subbase material and resetting of two drain inlets and one manhole cover. The drain inlet castings and concrete manhole cover will be government furnished.

At all repair areas, the work includes all barriers, flashing barricade lights, signage, flaggers, and police details to protect the public during fieldwork. At all repair areas, work includes removal of excavated materials and proper disposal or recycling. Line striping of the new pavement areas is not included in contract work. New line striping will be performed by the Government.

2. Locations

The general location of the North Service Road at the Canal Project is shown on Figure 1.

Figure 2 shows the locations of each work area, points of access gates onto the service road, and storage areas. The work areas are located on the North Service Road within a park on federal property in the Town of Bourne, MA. The road is closed to motorized vehicles and used extensively by the public for recreational activities. Access for construction vehicles is limited to existing access gates. Storage and equipment staging areas are limited due to space limitations on the service road. The service road must be clear for safe pedestrian, bike, and vehicular travel each night and whenever construction work is not occurring. The limits of each repair area will be marked with paint by the Government. The north service road 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 Information Photos 1-6)

3. Site Visits

The North Service Road is open to the public with non-motorized vehicles at any time.

Vendors can inspect the existing conditions at any time with non-motorized vehicles. No extra payment will be allowed for perceived additional work caused by unfamiliarity with site conditions and requirements. To arrange a site visit, contact David D’Angelo at (978) 318- 8507 or david.m.dangelo@usace.army.mil the Technical Point of Contact (TPOC) for this project.

4. Schedule

The Contractor shall commence work under this contract within 10 calendar days after the date the Contractor receives the Notice to Proceed, prosecute the work diligently, and complete the entire work ready for use not later than 210 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. 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 & QC reports, employee work hours, and certified payrolls electronically to the Technical Point of Contact.

COVID-19 Precautions: As part of the APP and AHAs include site specific COVID-19 monitoring procedures which address, at a minimum, recommended protocols and mandates in accordance with Centers for Disease Control and Prevention (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. 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. 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 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 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) 318-8507 or david.m.dangelo@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. Accident Prevention Plan (APP) and Activity Hazard Analyses (AHA’s) for all fieldwork.

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

3. 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.

Government Resources:

The contractor is responsible for providing all resources to complete the project, except for those listed in Government Furnished Products in Part 2 Materials.

Keys/access cards are required to be physically handed to the TPOC, or if mailed, the Contractor assumes all responsibility for loss (which may include the cost of rekeying the applicable project). Final payment will not be made until keys have been returned. Keys shall be returned at any time upon request of the Technical Point of Contact.

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. Areas that are available to contractors for material storage and equipment staging are shown on Figure 2. 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. 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.

Cold applied anionic asphalt emulsion tack coat material must meet ASTM specification D977 for grade RS-1. Reclaimed asphalt pavement (RAP) shall be limited to not exceed 10 percent of the total asphalt content.

2. Subbase Material - Subbase material shall be densely graded soil or crushed stone material that drains well and is free of organic material, silt, and clay. Material that complies with MASSDOT Standard Specifications – Section 400 Sub-Base, Base Courses. Subbase materials shall not include recycled pulverized pavement.

3. Government Furnished Property:

Acquisition Price- The price of the drain inlet casting and manhole cover is $1750

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 & leaving the work site location.

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

Traffic control devices, positioning and methodology should conform with the Manual on Uniform Traffic Control Devices (MUTCD) and MASSDOT Work Zone Safety Guidelines.

4. The contractor shall hire and manage a sufficient number of police details with official police vehicles to control traffic and ensure work zone safety. Use of police details shall be consistent with MassDOT Work Zone Safety Guidelines and the Manual on Uniform Traffic Control Devices (MUTCD).

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

6. 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 north 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.

7. 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.

8. Existing Conditions: Contractor shall be responsible for the protection of all existing structures, equipment, & 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.

9. New pavement shall be installed by experienced installers in accordance with appropriate industry practices to produce a professional quality installation. The existing pavement to remain adjacent to new pavement shall be saw cut full depth to provide a vertical surface and straight lines. All pavement surfaces shall be swept clean, free of dust and fines immediately prior to application of the tack coat. All edges of the existing pavement, manholes, and structures shall be coated with tack coat material prior to placement of any bituminous concrete pavement. The finished surface of new pavement shall transition smoothly to adjacent pavement and match existing drainage patterns. Pavement joints shall be well bonded, sealed, and true to line and grade. 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.

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. The surface elevation of all frames, grates, manholes, and any other utility structures located in work areas shall uniformly match the grade and cross-slope of the final pavement riding surface. Adjustment of all curbs, edging, and utilities shall be completed prior to the placement of the HMA surface course. Hand placement of HMA along curbs and edging or around utilities after placement and compaction of the surface course shall not be permitted. The Contractor shall test the in-place density, minimum 2 test per work area, using a calibrated density gauge to ensure the placed material is not less than 95% of the maximum theoretical density of the mixture.

10. Area adjacent to the completed new pavement shall be backfilled with topsoil and raked smooth to transition between grass and pavement.

11. 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.

12. 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.

13. Work Areas A-E

a) The existing asphalt pavement, subbase, & subgrade shall be excavated to a depth of 7.5 inches. Excavation of the existing deteriorated pavement shall be the full depth down into the subgrade materials. Grass, roots, and loam materials immediately abutting pavement areas shall be excavated and removed as necessary. The roots of all trees & brush shall be grubbed and removed within 3 ft of the subgrade in all excavation areas.

Work Area A includes 7.5” full depth pavement repairs up to & around (2) structures, each 25 square feet, abutting and adjacent to road (See Photo 2).

b) The existing subgrade materials shall be regraded, compacted, and covered with a new 4” layer of subbase material. All subbase materials shall be spread to proper grade and well compacted in 2 inch lifts. Install new pavement 3.5 inches of total thickness, one 2” binder layer and one 1.5” top course. Compaction shall achieve 95% compaction rate.

14. Work at Area F

a) The existing asphalt pavement, subbase, & subgrade shall be excavated to a depth of 7.5 inches. Excavation of the existing deteriorated pavement shall be the full depth down into the subgrade materials. Grass, roots, and loam materials immediately abutting pavement areas shall be excavated and removed as necessary. The roots of all trees & brush shall be grubbed and removed within 3 ft of the subgrade in all excavation areas.

b) The existing subgrade materials shall be regraded, compacted, and covered with a new 4” layer of subbase material. All subbase materials shall be spread to proper grade and well compacted in 2 inch lifts. Install new pavement 3.5 inches of total thickness, one 2” binder layer and one 1.5” top course. Compaction shall achieve 95% compaction rate.

c) Work includes widening of the service road in an area 250 feet long x 2.5 feet wide shown on Figure 3. Work includes excavation, to a depth of 7.5 inches, and providing new 4” subbase, one 2” binder layer and one 1.5” top course.

d) Work includes excavation to remove two existing 26” square storm drain inlets & installation of two government furnished 32” round storm drain inlets. The top of concrete dry wells are approximately 11-14 inches below the existing pavement surface.

The new drain inlets shall be set with new concrete bricks and mortar, with frames set in full mortar bed, from top of existing concrete drywells to flush with new finished pavement grade. Use only appropriate combinations of pneumatic hammers (<15 pounds) and other equipment that will not damage existing structures to remain. Allow mortar to cure for 24 hours prior to backfill and pavement placement around new inlets.

e) Work includes installation of one government furnished 45” square concrete manhole cover on top of an existing electrical manhole base to remain. The manhole cover shall be installed complete, using a mastic watertight sealer, flush to finished pavement grade.

The existing guard rail posts and rails adjacent to the electrical manhole shall be removed.

15. 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 his 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.

16. 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. Complete Final Payment Forms and Certifications.

Section F - Deliveries or Performance

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

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 COR NLT 5 calendar days after the completion of the training.

WAGE DETERMINATION

"General Decision Number: MA20220015 01/07/2022

Superseded General Decision Number: MA20210015

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 into on or after January 30, 2022, or the contract is renewed or extended (e.g., an option is exercised) on or after January 30, 2022, Executive Order 14026 generally applies to the contract. The contractor must pay all covered workers at least $15.00 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 2022.

If the contract was awarded on or between January 1, 2015 and January 29, 2022, and the contract is not renewed or extended on or after January 30, 2022, Executive Order 13658 generally applies to the contract. The contractor must pay all covered workers at least $11.25 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 2022.

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 www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/07/2022

ELEC0223-001 09/01/2021

Rates Fringes

ELECTRICIAN (Includes Traffic Signalization)...................$ 44.27 31.18%+14.00

* ENGI0004-032 12/01/2021

Rates Fringes

POWER EQUIPMENT OPERATOR

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

GROUP 1.....................$ 51.38 31.10

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

GROUP 2.....................$ 50.83 31.10

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 09/16/2021

Rates Fringes

IRONWORKER (ORNAMENTAL AND

STRUCTURAL)......................$ 50.13 34.81

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 12/01/2021

Rates Fringes

LABORER

Guardrail Installation......$ 32.75 23.96

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 Division National Office Branch of Wage Surveys. 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

52.223-18 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 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 52.245-1 Government Property SEP 2021 52.245-9 Use And Charges APR 2012 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 252.245-7001 Tagging, Labeling, and Marking of Government-Furnished

Property

APR 2012

252.245-7002 (Dev) Reporting Loss of Government Property (DEVIATION 2020- O0004)

JAN 2021

252.245-7003 Contractor Property Management System Administration APR 2012 252.245-7004 (Dev) Reporting, Reutilization, and Disposal (DEVIATION 2022-

O0006)

NOV 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 10 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 210 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

PRODUCTS AND COMMERCIAL SERVICES) (JAN…