Solicitation W912WJ20Q0117.pdf

WEST HILL DAM PROJ OFC

JOSEPH ZANCA

518 E. HARTFORD AVE

UXBRIDGE MA 01569-1209

TEL: 978-318-8410 FAX:

SEE SCHEDULE

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

W912WJ20Q0117 03-Aug-2020 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)

17-Aug-2020(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

W912WJ20Q0117

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 28.102-1(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 2: 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.

**No Payment Protections Required for construction contracts less than $35,000**

NOTE 3:

QUOTATION INSTRUCTIONS:

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

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 QUOTERS 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 WHD Office Roof and Gutter Replacement

FFP

Contractor shall furnish all labor, materials, equipment, and transportation necessary to remove the existing asphalt shingled roof and replace with a standing seam metal roof and associated gutters at the West Hill Dam Project Office in accordance with the Statement of Work.

FOB: Destination

MILSTRIP: W13G8601907320

PURCHASE REQUEST NUMBER: W13G86019073200001

PSC CD: Y1QA

NET AMT

0002 1 Job WHD Shelter Roof and Gutter Replacement

FFP

Contractor shall furnish all labor, materials, equipment, and transportation necessary to remove the existing asphalt shingled roof and replace with a standing seam metal roof and associated gutters at the West Hill Dam Shelter #3 in accordance with the Statement of Work.

FOB: Destination

MILSTRIP: W13G8601907320

PURCHASE REQUEST NUMBER: W13G86019073200002

0003 1 Job WHD Garage Roof and Gutter Replacement

FFP

Contractor shall furnish all labor, materials, equipment, and transportation necessary to remove the existing asphalt shingled roof and replace with a standing seam metal roof and associated gutters at the West Hill Dam Garage #5 in accordance with the Statement of Work.

FOB: Destination

MILSTRIP: W13G8601907320

PURCHASE REQUEST NUMBER: W13G86019073200003

Section C - Descriptions and Specifications

STATEMENT OF WORK

ROOFING AND GUTTER REPLACEMENT

WEST HILL DAM

UXBRIDGE, MA

U.S. ARMY CORPS OF ENGINEERS

I. GENERAL

1. Statement of Work Furnish all materials, equipment and labor to remove and dispose of the existing asphalt shingles, insulation, and rain gutter system and install a new structural standing seam metal roof with roof snow stop, a compatible rain gutter system, and no exposed fasteners on the West Hill Dam Office, Garage #5, and Shelter #3 in Uxbridge, MA, for the purpose of facility.

2. Location

The required services shall be performed at the following project site location:

West Hill Dam, 518 Hartford Ave.

East, Uxbridge, MA 01569

3. Site Visits and Requests for Information

Contact the Technical Point of Contact, Drew McInerny 978-318-8427 or drew.g.mcinerny@usace.army.mil to arrange a site visit.

4. Schedule The period of performance shall be 120 days from Notice to Proceed. The Contractor shall commence work within 14 calendar days after receipt of the Notice to Proceed. The project area will be open to the contractor Monday through Friday 7:00 AM to 3:30 PM and all work must be done during those hours unless additional hours are approved by the Technical Point of Contact.

No work shall be done on weekends or Government holidays.

5. Safety

a) General:

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 OSHA, federal, state, and local safety and health requirements. A copy of EM 385- 1-1 can be accessed at the project office or electronically at the following link:

http://www.publications.usace.army.mil/Portals/76/Publications/Eng ineerManuals/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.

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) as described below. A non-mandatory, fillable APP template is available upon request. However, the contractor is permitted to submit their own plan, at a minimum it must meet the requirements of EM 385- 1-1, Appendix A.

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 (TPOC) upon request.

c) Activity Hazard Analysis:

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.

Note: 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 inspections.

Procedures for disinfecting project sites in accordance with CDC guidelines.

Site specific measures to practice social distancing while working on the project.

Employee training on the signs, symptoms, and protection measures in accordance with CDC guidelines.

A list of PPE to be used in accordance with CDC and state guidelines.

d. Emergency Response:

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.

e. Required Personnel:

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.

In addition, when emergency medical services are not accessible within 5 minutes of the work location and there are 2 or more workers onsite, at least 2 employees shall have (in-person) training in First Aid and CPR. Minimum qualifications are listed in EM 385-1- 1, Section 03.A.02.c.

*Note: Other Competent or Qualified Persons may be required per EM 385-1-1 and/or other sections of this Scope of Work, based on the characteristics of the project*

f. Accident Reporting:

All accidents and near misses shall be investigated by the Contractor.

All work-related recordable injuries, illnesses and property damage accidents (excluding on-the-road vehicle accidents), in which the property damage exceeds $5,000.00, shall be verbally reported to the TPOC within four (4) hours of the incident. Serious accidents as described in EM 385-1-1 Section 01.D shall be immediately reported to the TPOC. ENG Form 3394 shall be completed and submitted to the TPOC within five (5) working days of the incident.

6. Fall Protection

a. General: The requirements of this section are applicable to contractors when their employees are working at heights above 6 feet, exposed to fall hazards, and/or using fall protection equipment. Every Contractor is responsible for establishing, implementing and managing a fall protection program in accordance with EM 385-1-1, Section 21.

b. Submittals: A site-specific Fall Protection and Prevention Plan is required to be submitted and approved by the GDA prior to any work being completed at heights. USACE can provide a non-mandatory, fillable template plan. However, the contractor is permitted to submit their own plan, at a minimum it must address the items listed in EM 385-1-1, Section 21.D.01:

i. Duties and responsibilities. Identify CPs and QPs and their responsibilities and qualifications;

ii. Description of the project or task performed;

iii. Training requirements to include safe use of fall protection equipment;

iv. Anticipated hazards and fall hazard prevention and control;

v. Location of anticipated anchorages that will be installed during the project;

vi. Rescue plan and procedures;

vii. Design of anchorages/fall arrest and horizontal lifeline systems:

viii. Inspection, maintenance and storage of fall protection equipment;

ix. Incident investigation procedures;

x. Evaluation of program effectiveness;

xi. Inspection and oversight methods employed.

c. A Competent Person (CP) shall be onsite at all times while work at heights is being performed. The CP must be designated in writing and be trained in accordance with EM 385-1-1, Section 21.C.04. This includes a minimum of 24 hour CP in fall protection training made up of classroom and practical hands-on components.

NOTE: CPs may only approve non-certified anchorages that are capable of holding 5000 lbs. All other anchorages and horizontal lifelines must be certified by a QP or engineer with related experience.

d. Personal Fall Arrest System Requirements (PFAS): All PFAS shall meet the requirements contained in ANSI Z359, Fall Protection Code, to include fall restrain and positioning systems.

A PFAS consist of a full body harness, connecting means, and an anchorage system.

7. Preconstruction Conference Prior to the start of any site work, the Technical Point of Contact will schedule and conduct a “Preconstruction Conference”. The Contractor’s Project Manager and Quality Control Personnel will attend this meeting. This conference will be held at the time and location agreeable to the government and contractor. No site work may be performed under this contract prior to this conference. The purpose of the conference is to enable the Technical Point of Contact to outline the procedures that will be followed by the Government in its administration of the contract, and to discuss the performance that will be expected from the Contractor. This conference will allow the Contractor an opportunity to ask questions about the Government’s administration and inspection of contract work or obtain other pertinent information that might be required. At the Preconstruction conference the contractor shall provide to the name of the project superintendent with a telephone number for project coordination.

The following is a general list of items for discussion during this Preconstruction Conference:

Authority of the Technical Point of Contact.

Contractor’s Safety Program (including sub-contractors).

Accident Prevention Plan and Activity Hazard Analysis.

Fall Protection and Prevention Plan

COVID-19

Weekly Safety Meetings (Documented on NED Form 251) Accident Reporting (ENG Form 3394) Safety Data Sheet (SDS) requirements Correspondence, Communication and Administrative Procedures.

Invoice and payment.

8. 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.

9. Security

The contractor will comply with all established security policies at the Project. Due to periods of heightened security that may affect the access to the areas covered under this contract, areas may be subject to periodic closures, which in turn may reduce or inhibit the Contractor’s ability to access certain areas. During periods of heightened security, the Government reserves the right, at any time, to close any property or portion of property and reschedule and/or cancel any subsequent service in an area. The Contractor shall be given at least 24 hour notice of any such closure.

10. Payment Payment shall be made on a per job basis. After final inspection and acceptance by the Government, the Contractor must submit an invoice and a completed, signed US Army Corps of Engineers ENG93 form to the Technical Point of Contact. The invoice shall include the invoice date, contract number, dates of service, description of work, quantities, process, and total amount due per line item. For jobs greater than 30 days the contractor may request progress payments.

Invoice/Forms shall be mailed to: US Army Corps of Engineers 518 East Hartford Ave., Uxbridge, MA 01569-1209 or emailed to joseph.l.zanca@usace.arm y.mil or faxed to the office at (508) 278-4234.

11. Damage to Government and Private Property The Contractor shall be responsible for restoring any Government facilities or structures damaged as a result of the firm’s operation.

The Contractor shall also be responsible for any damage to private property or injury to any person as a result of the firm’s operations. The Contractor shall notify the Technical Point of Contact immediately of damage to Government and private property and injury to any person resulting from the firms’ operation.

12. Point of Contact Requirements The Contractor shall provide to the Technical Point of Contact a telephone number and a point of contact for discussion of any contractual matters.

II. TECHNICAL

Requests for Information:

Requests concerning the work of this project should be directed to the Technical Point of Contact. Drew McInerny at (978) 318-8427 or drew.g.mcinerny@usace.army.mil

Submittals:

Although the Government technically reviews submissions required by this scope of work, it is emphasized that the Contractor’s work must be completed using proper internal controls and review procedures. The documents identified below must be prepared in accordance with the applicable standards, submitted to the Technical Point of Contact for review and accepted by the government prior to the commencement of any field activities.

Product specification sheets and cut sheets for new metal roofing.

Fall Protection and Prevention Plan Product specification sheets and cut sheets for all associated hardware.

Manufacturer Warranty for any equipment and hardware.

Accident Prevention Plan (APP) and Activity Hazard Analysis (AHA).

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 in an area the contractor shall remove any tools, equipment, and materials that are not the property of the government. Upon completion of work, the Contractor shall clean up the job site to the satisfaction of the Government.

Government Resources:

The contractor is responsible for providing all materials to complete the project. Unless specified in the contract, the Government will not provide any equipment, telephone services or other resources.

Omissions:

This contract may not cover all specified activities, steps, and procedures required to supply the contract product. In case of omission, the normal industry, state, or federal standards, practices, specifications, and/or guides shall prevail. In no instance shall an omission be reason to produce less than an acceptable product.

Quality Assurance:

The contractor is responsible for the quality control of the contract work. The government has the right to inspect and test all items called for by the contract, to the extent practicable at all times and at all places during the term of the contract.

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.

Environmental Protection:

Containers for excess and/ or waste materials, rubbish, etc. shall be provided by the contractor at the site, and the site will be inspected/ cleaned on a daily basis. No burning is permissible.

Water, air and land resources shall not be adversely impacted during the course of the work. Contractor will take necessary steps to ensure all federal, state, and local environmental regulatory requirements are met.

Sustainability:

All products provided by the contractor must meet the recycled content requirements set forth by the Environmental Protection Agency. 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-cpgprogram 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.

Furthermore, the contractor should also meet the BioPreferred Program requirements. The United States Department of Agriculture (USDA) designates certain bio-based products for federal procurement and specifies minimum bio based content levels for those products. Any designated product that is being offered or supplied under this contract shall meet USDA BioPreferred's minimum bio based content level. Visit the

BioPreferred web site https://www.biopreferred.gov/BioPreferred/faces/pages/Product Categories.xhtml for the complete list of designated products and the associated minimum bio based content level requirements.

Receiving and Storing Materials:

The contractor is responsible for protecting any stored material until it is placed in service. The contractor is responsible for receiving and unloading of delivered goods. Government employees will not receive material or supplies for the contractor and will not be responsible for damage to contractor equipment or material.

GENERAL:

Existing Conditions:

The West Hill Dam office is comprised of two sections that connect to create a single roof (See Informational Photos.) The roof has two exhaust vents, a chimney, and two PVC vents that penetrate the roof (6 penetrations total).

a) Roof A is Approximately 30 FT x 30 FT with a 4 pitch slope

b) Roof B is Approximately 38 FT x 60 FT with a 4.5 pitch slope

c) Approximately 3180 Sq. FT of roof

d) Current roof is asphalt 3 tab shingles

e) Current gutters are located on the north and south side of the building, as indicated in informational photos

Shelter #3 is an open sided picnic shelter

a) Approximately 36 FT x 21 FT

b) Approximately 756 Sq. FT of roof

c) Current roof is asphalt 3 tab shingles

d) Current gutters are located on the north and south side of building, as indicated in informational photos

Garage #5 is a single bay garage

a) Approximately 20 FT x 25 FT

b) Approximately 500 Sq. FT of roof

c) Current Roof is asphalt 3 tab singles

d) No Current gutters

Products:

Roof Panel system, gutters, snow stops and all components will meet or exceed the specifications as listed below.

I. Roof Panel System

a. Meet the requirements of ASTM E1592

b. The roof system must meet wind uplift Class 90 per UL 580

c. The roof system shall be a structural standing seam metal roof which meets all ASCE 7-10 loading requirements.

Roof shall have a minimum allowable live load rating of 52 PSF with three spans, at spans lengths of 5’- 0”

d. The roof shall meet the requirements of ASTM E1514

e. The metal roof system shall have no water penetration when tested according to ASTM E2140

f. An industry standard ice and water shield underlayment shall be installed across the entire roof

g. The metal roofing panels, clips, closures, and other accessories must be standard products of the same manufacturer

h. Clips shall be sliding fasteners that clip to the panel and screw into the purlins.

i. Caulking used shall be urethane not silicone. Sealant tape approved by the roof panel manufacturer shall be applied to ridge and end caps and side laps

j. Standing seam metal roof system with no exposed fasteners, a minimum 24 gauge steel thickness, 16” panels, and 2” high standing seam side lap, color to be green, final shade of green to be approved by Technical Point of Contact

k. The metal roof panel manufacturer shall have been in the business of manufacturing metal roof panels for a period of not less than 5 years. The metal roof system installer must be approved, authorized, or licensed in writing by the roof panel manufacturer and have experience installing the manufacturer’s roofing system

II. Rain Gutter System

a. Shall be compatible with the new metal roof system

b. Shall be 5” commercial grade gutters

c. Shall include attached downspouts that bend at the exit to accommodate water flow away from the building

d. Shall include leaf guard

e. Color to be green, final shade of green to be approved by Technical Point of Contact during review and before install

f. Brackets, fasteners, and other metal components will be to industry standard and in accordance with manufacturer’s recommendations

g. In no way shall the gutter system or installation void the roof Manufacturer’s warranty

III. Snow Stop

h. Shall be compatible with the new metal roof system

i. Color to be green (matched to roof color if possible), final shade of green to be approved by Technical Point of Contact during review and before install

j. In no way shall the snow stop system or installation void the roof Manufacturer’s warranty.

IV. Metal Roof Panel System Manufacturer Warranty

The warranty shall state that:

k. Provide manufacturer's 20-year no dollar limit roof system materials and installation workmanship warranty, including flashing, components, trim, and accessories necessary for a watertight roof system construction.

l. The warranty shall run directly to the Government and commence at time of Government's acceptance of the roof work.

m. If within the warranty period the metal roof system, as installed for its intended use in the normal climatic and environmental conditions of the facility, becomes non-watertight, shows evidence of moisture intrusion within the assembly, displaces, corrodes, perforates, separates at the seams, or shows evidence of excessive weathering due to defective materials or installation workmanship, the repair or replacement of the defective and damaged materials of the metal roof system and correction of defective workmanship shall be the responsibility of the metal roof panel manufacturer. All costs associated with the repair or replacement work shall be the responsibility of the metal roof panel manufacturer.

n. When the manufacturer or his approved applicator fail to perform the repairs within 72 hours of notification, emergency temporary repairs performed by others shall not void the warranty.

V. Manufacturer's Finish Warranty.

o. Provide a manufacturer's 20-year exterior material finish warranty

p. Warranting that the factory color finish, under normal atmospheric conditions at the site, will not crack, peel, or delaminate; chalk in excess of a numerical rating of 8 when measured in accordance with ASTM D 4214; or fade or change colors in excess of 5 NBS units as measured in accordance with ASTM D 2224.

EXECUTION:

Installation of products shall occur in accordance with the statement of work and local and federal laws and the National Building Code.

One building shall be complete before moving on to the next building. Sequence of replacement will be approved by the Technical Point of Contact.

Roofing Schedule

1. General:

a. The building and all of its contents shall be protected from the elements during the duration of this contract.

b. Activities including but not limited to roofing demolition and installation shall be scheduled so that weather related events will result in no damage to the building or any of its contents.

c. The contractor shall keep on site the means to quickly cover and protect all areas open to the elements during an unforeseen weather related event that could cause damage to the building, and or any of its contents during all phases of this contract.

2. Demolition

a. The contractor shall remove and legally dispose of the existing asphalt shingle roofing, insulation, and underlayment in accordance with all federal, state and local laws and regulations.

b. The contractor shall remove and legally dispose of the existing rain gutter system in accordance with all federal, state and local laws and regulations.

c. Documentation of proper disposal of items outlined in section 2.a. shall be provided by the contractor.

3. Installation:

a. Install standard ice and water shield underlayment and structural steel standing seam metal roof system over the entire building.

b. Installation shall meet specified requirements and be in accordance with the manufacturer's installation instructions.

c. All materials shall be new and unused. Contractor shall not install damaged materials.

d. Dissimilar materials which are not compatible when contacting each other shall be insulated by means of gaskets or insulating compounds.

e. Exposed surfaces and edges shall be kept clean and free from sealant, metal cuttings, hazardous burrs, and other foreign material. Stained, discolored, or damaged materials shall be removed from the site.

f. Apply roofing panels with longitudinal configurations in the direction of the roof slope.

g. Provide roofing panels in unbroken lengths from peak to low point with no transverse joints except at necessary openings, unless otherwise approved by the Technical Point of Contact

h. Where panel end laps are required, form and install to shed water and seal in a watertight manner as recommended by the panel manufacturer's installation instructions.

i. Attach roof panels in the manner, type and frequency required by the roof panel manufacturer and to resist required wind uplift pressures.

j. Close panel ribs or side laps as required by the manufacturer to meet specified requirements.

k. Lay side laps away from prevailing wind.

l. Side and end lap distances, joint sealing, and fastening and spacing of fasteners shall be in accordance with manufacturer's instructions.

m. Flash seal roof at ridge, eaves, rakes, and at projections through roof.

n. All sheet metal laps shall be sealed watertight within the lap area.

o. Closure strips, flashing, and sealing material shall be provided where necessary to provide complete weather-tight construction.

I. Flashing

1. Provide all flashings, related closures, and accessories necessary for a complete, watertight installation.

2. Minimize exposed fastening of flashings.

3. On sloped planes, form flashing lap joints to shed water and provide sealant within the lap area. Laps joints shall have minimum 100 mm (4 inch) overlap except where greater overlap is indicated, or otherwise required by the roof panel manufacturer.

4. For butt joints of flashings, provide joint splice and cover plates supplemented by waterproof sealants and sealant tapes to form a watertight joint condition. Ensure firm underlying support for joints greater than 200 mm (8 inches) wide and where otherwise indicated or required by the roof panel manufacturer.

5. Installation shall allow for expansion and contraction of flashing without impacting watertight integrity.

II. Snow Stops.

1. The contractor shall install snow stop the entire length of the roof

2. The snow stop product shall be manufactured to be compatible with the standing seam metal roof system and color matched (if possible).

3. It shall be installed in accordance with the manufacturer’s recommendations.

III. Gutters.

1. The contractor shall install gutters as indicated in the photos below

2. Down spouts will be installed as appropriate

3. Gutter installation shall not void the manufacturer warranty of the metal roof

4. Gutter color to be green, final shade of green to be approved by Technical Point of Contact during review and before install to be approved by the Technical Point of Contact

4. Cleanup:

a. Clean exposed sheet metal work at completion of installation.

b. Remove metal shavings, filings, nails, bolts, and wires from roofs and surrounding area.

c. Remove grease and oil films, excess sealants, handling marks, contamination from steel wool, fittings and drilling debris and scrub the work clean.

d. Touch up scratches in panel finish with manufacturer supplied touch-up paint system to match panel finish.

e. Treat exposed cut edges with manufacturer supplied clear coat.

ATTACHMENTS

PLEASE REFER TO THE ATTACHMENTS INCLUDED AT THE END OF THIS SOLICITATION FOR

ADDITIONAL INFORMATION.

ROOFING AND GUTTER REPLACEMENT

WEST HILL DAM

UXBRIDGE, MA

U.S. ARMY CORPS OF ENGINEERS

Informational Photo No. 1: Aerial view of WHD Office

Informational Photo No. 2: South Face view WHD Office Gutter #1

Information Photo No. 3: North Side WHD Office Roof B

Information Photo No. 4: North side View of WHD Office Roof A

Information Photo No. 5: View of WHD Office Roof Penetrations

Information Photo No. 6: Aerial View of Shelter 3

Information Photo No. 7: View of Shelter #3

Information Photo No. 8: View of Shelter 3 Gutter #1

Information Photo No. 9: View of Shelter 3 Gutter #2

Information Photo No. 10: View of Garage 5 Aerial

Information Photo No. 11: View of Garage 5

Information Photo No. 12: View of Garage 5 Gutter #1

Information Photo No. 13: View of Garage 5

Gutter #2

Section F - Deliveries or Performance

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 120 dys. ANP 1 WEST HILL DAM PROJ OFC

JOSEPH ZANCA

518 E. HARTFORD AVE

UXBRIDGE MA 01569-1209

978-318-8410 FOB: Destination

961314

0002 120 dys. ANP 1 (SAME AS PREVIOUS LOCATION)

0003 120 dys. ANP 1 (SAME AS PREVIOUS LOCATION)

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: MA20200013 03/13/2020

Superseded General Decision Number: MA20190013

State: Massachusetts

Construction Type: Building

County: Worcester County in Massachusetts.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.80 for calendar year 2020 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 $10.80 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 2020. 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 01/03/2020 1 02/14/2020 2 03/13/2020

ASBE0006-013 09/01/2019

Rates Fringes

ASBESTOS WORKER/HEAT & FROST

INSULATOR (Duct, Pipe, & Mechanical System Insulation)....$ 43.60 29.90

BRMA0003-004 08/01/2018

Rates Fringes

TILE FINISHER....................$ 40.40 31.52

TILE SETTER......................$ 52.95 33.55

BRMA0003-005 02/01/2019

Rates Fringes

BRICKLAYER (Includes Pointing, Caulking, Cleaning, and Waterproofing)...............$ 51.41 31.09

CARP0336-001 09/01/2019

Rates Fringes

CARPENTER (Includes Acoustical Ceiling installation, Batt Insulation, Drywall Hanging, Form Work, Metal Building-Metal Siding/Wall Panels, Metal Stud Installation, Scaffold Building, Fireproofer, Window and Curtain Wall Installation)...$ 41.90 29.00

ELEC0096-003 07/01/2019

Rates Fringes

ELECTRICIAN

Includes HVAC/Temperature

Controls Installation.......$ 44.07 22.53 Low Voltage Wiring..........$ 29.04 24.67

ELEV0041-005 01/01/2020

Rates Fringes

ELEVATOR MECHANIC................$ 54.85 34.765+a+b

FOOTNOTE:

a.Vacation: 6%/under 5 years based on regular hourly rate for all hours worked. 8%/over 5 years based on regular hourly rate for all hours worked.

b. PAID HOLIDAYS: New Year's Day; Memorial Day; Independence Day; Labor Day; Veterans' Day; Thanksgiving Day; the Friday after Thanksgiving Day; and Christmas Day.

ENGI0004-012 12/01/2019

Rates Fringes

POWER EQUIPMENT OPERATOR

GROUP 1:

Backhoe/Excavator/Trackhoe, Loader......................$ 48.73 29.25+a GROUP 2: Bulldozer..........$ 48.23 29.25+a

FOOTNOTE:

A. Paid Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Patriot's Day, Columbus Day, Labor Day, Vetersns Day; Thanksgiving Day and Christmas Day.

IRON0007-018 03/16/2019

Rates Fringes

IRONWORKER (Ornamental, Reinforcing, and Structural).....$ 46.36 36.90

LABR0721-002 06/01/2018

Rates Fringes

LABORER (Mason Tender-Brick).....$ 33.50 22.92

PAIN0035-018 01/01/2019

Rates Fringes

PAINTER (Brush/Roller, Including Drywall Finisher/Taper)..................$ 39.86 30.25

* PLUM0004-004 03/01/2020

Rates Fringes

PLUMBER/PIPEFITTER (Includes HVAC Pipe and Unit Installation)....................$ 45.41 26.56

ROOF0033-005 08/01/2019

Rates Fringes

ROOFER...........................$ 44.64 28.38

SHEE0063-006 01/01/2016

Rates Fringes

SHEET METAL WORKER (Includes HVAC Duct and Unit Installation)....................$ 31.57 28.12

SUMA2014-002 04/04/2016

Rates Fringes

LABORER: Common or General......$ 39.84 12.04

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

52.204-13 System for Award Management Maintenance OCT 2018 52.204-18 Commercial and Government Entity Code Maintenance JUL 2016 52.204-19 Incorporation by Reference of Representations and

Certifications.

DEC 2014

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

DEC 2019

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).

MAR 2020

52.222-6 Construction Wage Rate Requirements AUG 2018 52.222-7 Withholding of Funds MAY 2014 52.222-8 Payrolls and Basic Records AUG 2018 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 Pledges Of Assets AUG 2018 52.228-12 Prospective Subcontractor Requests for Bonds MAY 2014 52.232-27 Prompt Payment for Construction Contracts JAN 2017 52.232-40 Providing Accelerated Payments to Small Business

Subcontractors

DEC 2013

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…