Solicitation W912WJ20Q0109 .pdf

CAPE COD CANAL

JOHN MACPHERSON

40 ACADEMY DRIVE

BUZZARDS BAY MA 02532-1555

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

W13G86014360720001

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

W912WJ20Q0109 16-Jul-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)

28-Jul-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

W912WJ20Q0109

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 RR Bridge Operator Bld Roof Replacement

FFP

Contractor shall furnish all labor, materials, and equipment necessary to remove the existing EPDM (rubber) membrane roof, insulation, and exterior plywood of the Railroad Bridge Operator's Building at the Cape Cod Canal, and replace in accordance with the Statement of Work.

FOB: Destination

MILSTRIP: W13G8601436072

PURCHASE REQUEST NUMBER: W13G86014360720001

PSC CD: Y1QA

NET AMT

Section C - Descriptions and Specifications

STATEMENT OF WORK

RAILROAD BRIDGE ROOF REPLACEMENT

U.S. ARMY CORPS OF ENGINEERS

CAPE COD CANAL

BOURNE, MA

Statement of Work

I. General

1. Scope – Furnish all labor, materials and equipment to remove and replace the existing

Ethylene Propylene Diene Monomer (EPDM) roof, insulation and exterior plywood decking on the Cape Cod Canal Railroad Bridge Operator’s building.

2. Location – The Cape Cod Canal Project Office is located at 40 Academy Dr., Buzzards Bay, MA 02532.

3. Site Visit – Contact the Technical Point of Contact to arrange a site visit. The Technical

Point of Contact for this project is John MacPherson (978-318-8176 or John.C.MacPherson@usace.army.mil).

4. Schedule – The work shall be completed no later than 120 days from the Notice to Proceed.

Work shall commence within 14 calendar days after the Contractor receives the Notice to Proceed. Work shall be performed Monday through Friday 7:00 AM to 4:00 PM unless otherwise approved by the Technical Point of Contact. No work shall be done on weekends or Government holidays.

5. Safety – 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 Headquarters USACE website under publications using the following link:

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

A. 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. Special attention shall focus on the requirements of EM 385-1-1, specifically Section 01.A.12 through 01.A.17 and Appendix A, (Minimum Basic Outline for Accident Prevention Plan). Work shall not proceed until the APP has been reviewed by the Government Designated Authority (GDA) and deemed acceptable for use on the project. USACE will provide a non-mandatory, fillable template APP. However, the contractor is permitted to submit their own plan, at a minimum it must meet the requirements listed in EM 385-1-1 and this Scope of Work.

The APP shall interface with the Contractor's overall safety and health program. Any portions of the Contractor's safety and health program referenced in the APP shall be included and made site-specific. The Government considers the Prime Contractor to be the "controlling authority" for safety and health of the subcontractors. Contractors are responsible for informing their 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.

The Contractor shall conduct a safety meeting at the project site on the first day of work, whenever a new activity or phase of work begins, or at least weekly during the progress of work. All safety meetings shall be documented. The attached safety meeting form or a similar contractor-prepared form shall be used. Records of the safety briefings shall be submitted to the GDA weekly.

B. AHA: 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. Work shall not proceed on a phase of work until the AHAs have been accepted by the GDA. A preparatory meeting shall be conducted by the prime contractor to discuss the AHAs contents with all effected onsite employees. 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.

C. 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 completed a 30 Hour OSHA training (or more).

D. 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 GDA within 4 hours of the incident. Serious accidents as described in EM 385-1-1 Section 01.D shall be immediately reported to the GDA. ENG Form 3394 shall be completed and submitted to the GDA within five working days of an incident.

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

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 will 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. Competent Person (CP): The person designated in writing by the employer to be responsible for immediate supervising, implementing and monitoring of the fall protection program, who through training, knowledge and experience in fall protection and rescue systems and equipment, is capable of identifying, evaluating and addressing existing and potential fall hazards and, who has the authority to take prompt corrective measures with regard to such hazards. The CP shall:

i. Be onsite at all times while work at height is being performed;

ii. Be trained in accordance with EM 385-1-1, Section 21.C.04, to include a minimum of 24 hour CP in fall protection training made up of classroom and practical hands-on components.

iii. Prepare, update, review and approve fall protection and prevention plans;

iv. Review procedures as workplace activities change to determine if additional practices, procedures or training need to be implemented;

v. Supervise the selection, installation, use and inspection of non-certified anchorages;

vi. Verify End Users who work at heights are trained and authorized to do so;

vii. Inspect fall protection equipment at the frequency required by the manufacturer and

EM 385-1-1.

D. Qualified Person (QP): A person with a recognized degree, or professional certificate, with extensive knowledge, training and experience in the fall protection and rescue field who is capable of designing, analyzing, evaluating and specifying fall protection and rescue systems. The QP shall:

i. Be trained to the applicable level, as described in EM 385-1-1, Section 21.C.03;

ii. Provide technical support for the fall protection program;

iii. Have advanced understanding and knowledge of the requirements, equipment, systems, physical sciences, and engineering principles that affect fall protection and rescue systems;

iv. Supervise the design, selection, installation and inspection of certified anchorages and horizontal lifelines;

v. Be qualified to select proper fall protection and rescue equipment;

E. End User: A person who has been trained and authorized by the employer on the use of assigned fall protection equipment in a typical fall hazard situation. They must have an understanding of workplace activities and follow the policy, procedures, and instructions of the Competent Person regarding the use of fall protection, rescue systems, and related equipment. They shall:

i. Be trained by a CP in accordance with EM 385-1-1, Section 21.C.05, to include hands-on training and practical demonstrations

ii. Bring all unsafe or hazardous conditions or actions that may cause injury to them or others, to the attention of the CP;

iii. Properly use, inspect, maintain, store and care for their fall protection equipment and systems;

iv. Inspect all fall protection equipment or damage or defects, prior to each use.

v. Understand the nature of fall hazards in the work area and how to properly mitigate them;

vi. Calculate free fall distances and clearance requirements of fall protection systems;

vii. Understand the site-specific rescue procedures;

F. 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. General this equipment is certified for users within the capacity range of 130 to 310 lbs, including the weight of the worker, equipment, and tools. A CP shall inspect the equipment at least once semi-annually and whenever the equipment is subject to a fall or impact.

i. Full body harnesses shall meet the requirements of ANSI Z359 and be used in accordance with EM 385-1-1, Section 21.I.06. All full body harnesses shall be equipped with Suspension Trauma Preventers such as stirrups, relief steps, or similar in order to provide short-term relief from the effects of orthostatic intolerance.

ii. All energy free fall energy absorbing lanyards shall meet the requirements of ANSI

Z359.13 and be used in accordance with EM 385-1-1, Section 21.I.07.

Self-Retracting Devices (SRDs) shall meet the requirements of the ANSI/ASSE Z359.14 standard and be used in accordance with EM 385-1-1, Section 21.I.07.d.

All scaffolding, aerial work platforms, scissor lifts, or similar must be used in accordance with EM 385-1-1, Section 22.

7. Cranes/Load Handling Equipment (LHE)

A. General: All load handling and crane operations are required to be completed in accordance with EM 385-1-1, Section 16. These requirements are applicable to load handling equipment (LHE) to include cranes, derricks, hoists and power-operated equipment that can be used to raise, lower and/or horizontally move a suspended load.

This includes excavators, forklifts, and other equipment when used with rigging.

B. Submittals: A Standard Lift Plan is required to be submitted and approved by the GDA prior to any lifting operations. USACE can provide a non-mandatory, fillable template plan. However, the contractor is permitted to submit their own plan, at a minimum it must include the items listed in EM 385-1-1, Section 16.A.03.

C. Critical Lifts: A Critical Lift Plan (Form 16-3, or equivalent, in accordance with

16.H.02.d) is required for lifts involving the characteristics listed in EM 385-1-1, 16.H.01.

D. Crane Operators: Crane Operators must meet the requirements of EM 385-1-1, Section 16.B. Prior to the start of crane activities, documentation of operator certifications, qualifications and designations must be submitted to the GDA for review.

E. Qualified Riggers (QRs): Employers must designate in writing which employees are QRs and the specific rigging tasks for which they are qualified. All QR’s must meet the requirements listed in EM 385-1-1, Section 15.B.01.

F. Signal Person: A signal person is required to be utilized onsite when the operator cannot maintain a full view of the load and the load travel paths at all times the load is rigged to the equipment. A signal person must meet the qualifications listed in EM 385-1-1, Section 16.B.06.

G. Operational Testing: An operational test is required to be completed in accordance with ANSI/ASME, the manufacture’s recommendations, and 16.F.02 when one of the following criteria is met:

i. Before initial use of a crane after a load bearing/controlling part or component, (brake, travel component, or clutch) has been altered, replaced, or repaired. *Adding/removing counterweights is not considered load controlling/load bearing*

ii. Every time a crane or hoisting equipment(s) is reconfigured or re-assembled after disassembly (to include booms);

iii. Every time a crane and/or hoisting equipment is brought onto a USACE project;

iv. Every year during annual inspection;

H. Shift Inspections: Before every LHE operation (at beginning of each shift or following a change of operator) a Competent Person shall, at a minimum, visually inspect the crane in accordance with EM 385-1-1, Section 16.D, applicable ASME standards, OSHA regulations and the manufacturer’s recommendations. Equipment shall not be used until this inspection demonstrates that no corrective action is required.

I. Load Test: A load test is required to be completed when one of the criteria is met in EM

385-1-1, Section 16.F.03. They include:

i. Before initial use of crane or hoisting equipment in which a load bearing or load controlling part or component, brake, travel component, or clutch has been altered, replaced, or repaired;

ii. Every time a crane or hoisting equipment(s) is reconfigured or re-assembled after disassembly (to include booms);

iii. When the manufacturer requires load testing;

NOTE: Load Testing shall be performed at 100 to 110% of the ANTICIPATED LOAD for the specified configuration, not to exceed 100% of the manufacturer's load chart at the configuration of the test. The actual anticipated load itself may be used as the test load if approved by the GDA.

8. Preconstruction Conference – Prior to the start of any 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 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:

i. Authority of the Technical Point of Contact and Quality Assurance Inspectors.

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

iii. Accident Prevention Plan, Activity Hazard Analysis & Crane Lift Plan

(Submitted & accepted prior to start of work on site)

iv. Safety Meetings (Documented on NED Form 251)

v. Accident Reporting (ENG Form 3394)

vi. Safety Data Sheet (SDS) requirements

vii. Correspondence, Communication and Administrative Procedures.

viii. Invoice and payment.

9. 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.

10. Security – The Contractor will comply with all established security policies at the Cape Cod Canal. Due to periods of heightened security that may affect the access to the areas covered under this contract, the Government reserves the right to close any property or portion of property and reschedule and/or cancel any subsequent work. The Contractor shall be given at least 24 hour notice of any such closure.

11. Contractor Conduct – Alcohol and firearms are prohibited on project grounds.

12. Payment – Payment shall be made on a per job basis. After final inspection and acceptance by the Government, the Contractor must submit an invoice to the Technical Point of Contact.

The invoice shall include the 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 payment.

All invoices may be mailed to:

US Army Corps of Engineers Cape Cod Canal Field Office PO Box 1555 Buzzards Bay, MA 02532 Attn: John MacPherson

Or Emailed to John.C.MacPherson@usace.army.mil

II. Technical Requirements:

Part 1 General:

1. Summary – Furnish all labor, materials and equipment to remove and replace the existing Ethylene Propylene Diene Monomer (EPDM) roof, insulation, pressure treated nailers and exterior plywood decking on the Cape Cod Canal Railroad Bridge Operator’s building. The contractor will be responsible for properly disposing of all removed roofing materials. All products shall be installed in accordance to manufacturer’s or supplier’s recommendations.

2. Existing Conditions –The Railroad Bridge Roof was installed in 1999 and covers approximately 1,420 square feet in four sections. See Elevation Plans and the 1999 As- Built Plan for the layout and roof dimensions. The roof is a steel structure with 1-inch exterior plywood mounted to pressure treated nailers that are bolted to the steel structure.

The existing 60 mil EPDM roof was installed with complete adhesion to the 1-inch exterior plywood decking. The existing facia is 20 oz copper. See informational photos 1-10 for details of the existing conditions.

3. Clean Up and Waste Disposal – The contractor shall keep the work area free from accumulation of waste materials. Any and all disturbed areas resulting from contractor activities shall be restored by the contractor to the satisfaction of the Technical Point of Contact.

4. 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.

5. 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.

6. Building Protection - The building and all of its contents shall be protected from the elements during the duration of this contract. 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.

7. Personal Protective Equipment - It is the contractor’s responsibility to furnish and supply personnel with the proper personal protective equipment and fall protection necessary for performing the work.

8. Government Resources – The government will supply any electricity necessary for the project work from points of existing outlets. The contractor shall carefully conserve the use of electricity provided. The contractor shall supply his own means of communication (telephone). The contractor may have a portable toilet delivered and placed near the work site, which may be secured by the contractor when not on site.

9. Damage to Government and Private Property – The contractor shall be responsible for restoring all 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 operation. The contractor shall notify the Project Manager immediately of damage to Government and private property and injury to any person resulting from the firm’s operation.

10. 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.

11. 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.

12. 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.

13. Receiving and Storing Materials – The Corps of Engineers may provide a storage area and parking for contractor personnel. 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 for supplies for the contractor and will not be responsible for damage to the contractor’s equipment or materials.

14. 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 for review and accepted by the Government prior to the commencement of any field activities.

Accident Prevention Plan, including fall protection plan and crane lift plan– Prior to the start of field work Activity Hazard Analysis – Prior to the start of field work Manufacturer Data for Membrane, Walk Pads, Exterior Plywood Decking, Pressure Treated Nailers, Insulation Material, Caulking, Adhesive, Flashing, Facia, warranty paperwork, including color, type, etc. - Prior to the start of field work

Part 2 Products:

All products shall be new, unused and to the satisfaction of the Technical Point of Contact.

Products shall be approved by the Technical Point of Contact prior to installation. The products and materials used in the roofing system must be approved by the manufacturer for use in a marine environment, adjacent to saltwater and subject to up to 100mph wind forces. The roof system, including the EPDM membrane, Walk Pads, Insulation and fascia/flashing shall have a 30-year manufacturer warranty.

1. Membrane meets the following requirements (ASTM D4637, Type 1 EPDM)

a. 90 mil nominal thickness,

b. Watertight seams,

c. Fully adhered

d. Black in color,

e. Able to withstand normal foot traffic without concern of puncture.

2. Walk Pads meet the following requirements:

a. 30”x30” minimum size

b. Minimum 3/8” thick

c. Cade of solid rubber.

d. Black in color

3. Exterior Plywood meets the following requirements:

a. 1 inch thick

b. Fully waterproof bonding

c. Suitable for exterior applications that are subject to permanent exposure to the weather or moisture.

4. Exterior Plywood Decking Mounting Hardware that meets the following requirements:

a. Galvanized

b. Compatible with pressure treated lumber

5. Pressure Treated Nailers meet the following requirements:

a. CCA Treatment

b. Suitable for above ground applications

c. Suitable for exterior applications that are subject to permanent exposure to the weather or moisture.

6. Nailer Mounting Hardware that meets the following requirements:

a. Galvanized

b. Compatible with pressure treated lumber

7. Insulation meets the following requirements:

a. Extruded polystyrene foam board 3” thickness,

b. Minimum of R-30 insulating value,

c. Able to withstand foot traffic without crushing.

8. Caulk that meets the following requirements:

a. Clear or color of the surrounding substrate-needs approval by the technical point of contact,

b. Exterior grade adhesive sealant product, compatible with new membrane material, as recommended by manufacturer.

9. Coating Products that meets the following requirements:

a. Suitable for spot repair of existing painted steel.

b. Shall be compatible with the existing paint system

c. The coating products to be applied to the areas of corrosion on the Railroad

Bridge shall be a commercially available epoxy rust penetrating sealer product with an overcoat of a compatible product from the same manufacturer.

d. The following products are Acceptable Epoxy Rust Penetrating Sealer Products

i. "Time-Lock MoPoxYTM PRE-PREP Rust Penetrating Sealer, 41-AF-2", as manufactured by "BLP Mobile Paints", P.O. Box 717, Theodore, Alabama 36590-0717; Telephone 1-251-443-6110.

ii. "Macropoxy® 5000 Penetrating Epoxy Primer/Sealer", as manufactured by "Sherwin WIlliams Protective and Marine Coatings", 101 Prospect Avenue Cleveland, OH 44115; Telephone 1-800-524-5979.

iii. "Rustbond® and Rustbond® FC", as manufactured by "Carboline Co., Inc."; Telephone 1-888-227-2654.

iv. Approved equal of the above.

e. Overcoat Products Paints used as an overcoat for the epoxy rust penetrating sealer shall be as recommended by the manufacturer of the sealer. Both the sealer and overcoat shall be compatible products from the same manufacturer.

10. Flashing, fascia and edge strip that meets the following requirements:

a. Made of 20 oz copper

b. Compatible with new roofing materials

Part 3 Execution:

General

1. The Contractor shall coordinate all activities to limit and minimize the impact of the contract activities on the operations of the Railroad Bridge operations. The Contractor shall schedule any activities that impact Railroad Bridge operations prior to the start the activity. The Technical Point of Contact must approve all activities that impact the Railroad Bridge operations prior to the start of the activity.

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

3. 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.

4. 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.

5. The work area has limited access and will require a crane for the placement of material & supplies. The Contractor shall provide an appropriately sized crane that can reach from the staging area shown on Site Plan to the roof area.

6. Note: The existing EPDM roof is 60 mill and will be replaced with 90 mil EPDM. The existing rigid insulation has an R Value of 14 and will be replaced with an R Value of 30.

The existing roof slope is 3/16” per foot and will be replaced with a slope of 3/8” per foot. The existing Exterior Plywood decking is ¾-inch thick and will be replaced with 1-inch thick plywood.

7. Any proposed use of floating plant to access the roofs shall be coordinated and approved by the US Army Corps of Engineers and be in compliance with EM 385-1-1, Section 18.G 30 and 16.L. Barge work shall not interfere with navigation within the federal channel limits of the Cape Cod Canal. All floating plant work shall be coordinated with the Cape Cod Canal Marine Traffic Control Center at (978) 318-8500.

Demolition

1. The Contractor shall remove the existing EPDM membrane, exterior plywood decking, pressure treated nailers, flashing and exposing the steel support structure.

2. The Contractor shall cut flush or remove any objects, such as old fasteners, that may puncture the new roofing system.

3. Clean and visually inspect the steel support structure for corrosion, paint blistering or paint delamination.

4. The Contractor shall legally dispose of the existing EPDM membrane, exterior plywood decking, pressure treated nailers, flashing, fascia and other demolition debris in accordance with all federal, state and local laws and regulations.

5. Documentation of proper disposal shall be provided by the contractor and the facility where the demolition materials and debris is taken for disposal.

Installation

1. The contractor shall scrape the areas of the steel support that had paint that with corrosion, blistering or paint delamination. Once mechanically prepped, the contractor will paint the steel support with the required coating product/paint in accordance with manufacturer’s recommendations. In addition, the contractor shall assume that no more than 50 square feet of steel will require painting.

2. The contractor shall replace all pressure treated nailers, exterior plywood decking, insulation and fascia.

3. Install the pressure treated nailers to develop a 3/8 inch per foot slope on each roof section. The nailers shall be attached to the steel support structure with the galvanized fasteners. The varying thickness nailers shall provide a slope to positively drain each roof area to the appropriate roof edge.

4. Install the 1-inch exterior plywood decking to the pressure treated nailers with the galvanized fasteners.

5. Install the insulation to the 1-inch exterior plywood decking to maintain the established slope. The insulation shall be fully adhered to the decking.

6. Install the EPDM membrane to manufacturer specifications for a fully adhered installation. All seams will overlap and be heat welded to form a waterproof seam.

7. Install the Walk Pads in the area as show in Roof Replacement Plan. The Walk Pads shall be adhered to the EPDM membrane with the manufacturer’s minimum spacing between each pad and within 18 inches of the roof edge.

8. Install new 20 oz copper edge strip/fascia to cover the area where the membrane is keyed into the roof edge.

9. Install 6-inch wide EPDM at roof edge to seal copper edge strip.

10. Caulk all joints not sealed by heat weld.

ATTACHMENTS

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

ADDITIONAL INFORMATION.

RAILROAD BRIDGE ROOF REPLACEMENT

U.S. ARMY CORPS OF ENGINEERS

CAPE COD CANAL

BOURNE, MA

Reference Plan - Project Location

CAPE COD CANAL

BOURNE, MA

Reference Plan - Site Plan

CAPE COD CANAL

BOURNE, MA

Reference Plan - Bridge Elevation

CAPE COD CANAL

BOURNE, MA

Reference Plan - North Tower Elevation

CAPE COD CANAL

BOURNE, MA

Reference Plan – 1999 Roof Replacement As-Built

CAPE COD CANAL

BOURNE, MA

Reference Plan –Roof Replacement Plan

CAPE COD CANAL

BOURNE, MA

Informational Photos

Information Photo Number 1: View of the Operators Office and walkway to access stairwell.

NOTE: The yellow line on the metal walkway is the restricted area for the rail cars. No equipment or personnel may block the area to the right of the yellow line while railroad bridge is in use and the train is crossing the canal.

BOURNE, MA

Information Photo Number 2: View of the landing at the bottom of the stairs to the Operators

Office. NOTE: The yellow line on the metal walkway is the restricted area for the rail cars.

No equipment or personnel may block the area to the right of the yellow line while railroad bridge is in use and the train is crossing the canal.

BOURNE, MA

Information Photo Number 3: View of the stairwell to the Operators Office.

BOURNE, MA

Information Photo Number 4: View of East Roof facing south.

BOURNE, MA

Information Photo Number 5: View of East Roof, showing the typical steel structure roof interface.

BOURNE, MA

Information Photo Number 6: View of Middle Roof facing south.

BOURNE, MA

Information Photo Number 7: View of Middle Roof, showing the typical conduit roof

BOURNE, MA

Information Photo Number 8: View of Middle Roof, showing the underside of the typical conduit roof interface.

BOURNE, MA

Information Photo Number 9: View of Middle Roof, showing the typical steel structure roof

BOURNE, MA

Information Photo Number 10: View of West Roof facing west.

BOURNE, MA

Information Photo Number 11: View of West Roof facing west.

Section F - Deliveries or Performance

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 120 dys. ANP 1 CAPE COD CANAL

JOHN MACPHERSON

40 ACADEMY DRIVE

BUZZARDS BAY MA 02532-1555

978-318-8176 FOB: Destination

961306

Section H - Special Contract Requirements

SECURITY REQUIREMENTS

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

WAGE DETERMINATION

General Decision Number: MA20200001 03/13/2020

Superseded General Decision Number: MA20190001

State: Massachusetts

Construction Type: Building

Counties: Barnstable, Bristol, Dukes, Essex, Middlesex, Nantucket, Norfolk and Suffolk Counties in Massachusetts.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes and 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 02/21/2020 3 03/13/2020

ASBE0006-001 09/01/2019

Rates Fringes

Insulator/asbestos worker Includes the application of all insulating materials, protective coverings, coatings, and finishes to all types of mechanical systems

(ZONE A)...................$ 48.44 29.90

(ZONE B)...................$ 48.44 29.90

ZONES:

ZONE A

BARNSTABLE COUNTY (Brewster, Chatham, Dennis, Eastham, Harwich, Orleans, Provincetown, Truro, Wellfleet, Yarmouth) BRISTOL COUNTY (Easton), MIDDLESEX COUNTY, and NORFOLK COUNTY (Avon, Braintree, Brookline, Canton, Cohasset, Dedham, Dover, Foxborough, Holbrook, Medfield, Medway, Millis, Milton, Needham, Norfolk, Norwood, Quincy, Randolph, Sharon, Stoughton, Walpole, Wellesley, Westwood, Weymouth)

ZONE B

BARNSTABLE COUNTY (Barnstable, Bourne, Falmouth, Mashpee, Sandwich), BRISTOL COUNTY (All cities except Easton),and NORFOLK COUNTY (Bellingham, Franklin, Plainville)

ASBE0006-002 12/01/2019

BARNSTABLE (Brewster, Chatham, Dennis, Eastham, Harwich, Orleans, Provincetown, Truro, Wellfleet and Yarmouth); BRISTOL (Easton); ESSEX; MIDDLESEX; NORFOLK (Avon, Braintree, Brookline, Canton, Cohasset, Dedham, Dover, Foxboro, Holbrook, Hull, Medfield, Medway, Millis, Milton, Needham, Norfolk, Norwood, Quincy, Randolph, Sharon Stoughton, Walpole, Wellesley, Westwood, and Weymouth) AND SUFFOLK COUNTIES

Rates Fringes

HAZARDOUS MATERIAL HANDLER

(Includes preparation, wetting, stripping, removal, scrapping, vacuuming, bagging and disposing of all insulation materials from mechanical systems whether they contain asbestos or not)....$ 36.60 22.25

ASBE0006-010 09/01/2019

BARNSTABLE (Barnstable, Bourne, Falmouth, Mashpee and Sandwich); BRISTOL (Acushnet, Attleboro city, Berkeley, Dartmouth, Dighton, Fairhaven, Fall river City, Freetown, Marion, Mansfield, New Bedford City, North Attleboro, Norton, Raynham, Rehoboth, Seekonk, Somerset, Swansea, Taunton City and Westport); DUKES; NANTUCKET; NORFOLK (Bellingham, Franklin, Plainville, and Wrentham); PLYMOUTH (Lakeville, Mattapoisett, Middleboro, Rochester and Wareham)

Insulator/asbestos worker (Includes the application of all insulating materials, protective coverings, coatings and finishes to all types of mechanical systems.)....$ 48.44 29.90

BOIL0029-001 01/01/2017

Rates Fringes

BOILERMAKER......................$ 42.42 24.92

BRMA0001-008 02/01/2019

FOXBORO CHAPTER

BRISTOL (Attleboro, Berkley, Dighton, Mansfield, North Attleboro, Norton, Raynham, Rehoboth, Seekonk, Taunton) AND NORFOLK (Bellingham, Canton, Dedham, Foxboro, Franklin, Norfolk, Norwood, Plainville, Sharon, Walpole, Westrwood, Wrentham) COUNTIES

Bricklayer, Cement Mason, Plasterer........................$ 51.41 31.09

BRMA0001-009 02/01/2019

LOWELL CHAPTER

MIDDLESEX (Acton, Asby, Ayer, Bedford, Billerica, Boxboro, Carlisle, Chemsford, Dracut, Dunstble, Ft. Denvens, Groton, Littleton, Lowell, North Acton, Pepperell, Shirley, South Acton, Tewksbury, Townsend, Tyngsboro, West Acton, Westford, Wilmington)

Bricklayer and plasterer.........$ 51.41 31.09

BRMA0001-010 02/01/2019

LOWELL CHAPTER

MIDDLESEX (Ashland, Framingham, Holliston, Hopkinton, Hudson, Maynard, Natick, Sherbvorn, Stow); and NORFOLK (Medfield, Medway,Millis)

BRICKLAYER.......................$ 51.41 31.09

BRMA0003-001 08/01/2018

Rates Fringes

Marble & Tile Finisher...........$ 40.40 31.52 Marble, Tile & Terrazzo Workers..........................$ 52.95 33.55

TERRAZZO FINISHER................$ 51.85 33.39

BRMA0003-003 02/01/2019

BOSTON CHAPTER

MIDDLESEX (Arlington, Cambridge, Everett, Malden, Medford, Melrose, Somerville); NORFOLK (Brookline, Milton); and SUFFOLK

BRICKLAYER.......................$ 53.55 31.88

BRMA0003-006 02/01/2019

LYNN CHAPTER

ESSEX (Amesbury, Andover, Beverly, Boxford, Danvers, Essex, Georgetown, Gloucester, Groveland, Hamilton, Haverhill, Ipsewich, Lawrence, Lynn, Lynnfield, Manchester, Marblehead, Merrimac, Methuen, Middleton, Nahant, Newbury, Newburyport, North Andover, Peabody, Rockport, Rowley, Salisbury, Salem, Saugus, Swampscott, Topsfield Wakefield, Wenham, West Newbury);

and MIDDLESEX (Reading, North Reading, Wakefield)

Bricklayer, cement mason and plasterer........................$ 53.55 31.88

BRMA0003-007 02/01/2019

WALTHAM CHAPTER

MIDDLESEX (Belmont, Burlington, Concord, Lexington, Lincoln, Stoneham, Sudbury, Waltham, Watertown, Wayland, Weston, Winchester, Woburn)

Bricklayer and plasterer.........$ 53.55 31.88

BRMA0003-008 02/01/2019

NEWTON CHAPTER

MIDDLESEX (Newton) and NORFOLK (Dover, Needham, Wellesley) plasterer........................$ 53.55 31.88

BRMA0003-009 02/01/2019

NEW BEDFORD

BARNSTABLE; BRISTOL (Acushnet, Darmouth, Farhaven, Fall River, Freetown, New Bedford, Somerset, Swansea, Westport); DUKES; and

NANTUCKET COUNTIES

plasterer........................$ 53.55 31.88

BRMA0003-010 02/01/2019

QUINCY CHAPTER

NORFOLK COUNTY (Avon, Braintree, Cohasset, Holbrook, Quincy, Randolph, Soughton, Weymouth) plasterer........................$ 53.55 31.88

CARP0056-011 08/01/2018

SUFFOLK (All of County); and those areas of BARNSTABLE, BRISTOL, ESSEX, MIDDLESEX & NORFOLK COUNTIES situated inside Boston Beltway (I-495) and North of Cape Cod Canal. ALL of

DUKES AND NANTUCKET COUNTIES

PILEDRIVERMAN....................$ 46.07 32.25

CARP0056-012 08/01/2018

The areas of BARNSTABLE, BRISTOL, and NORFOLK COUNTIES situated OUTSIDE Boston Beltway (I-495) and South of Cape Cod Canal

CARP0056-013 08/01/2018

Those areas of ESSEX and MIDDLESEX COUNTIES situated OUTSIDE Boston Beltway (I-495)

CARP0327-001 09/01/2019

MIDDLESEX (Belmont, Cambridge, Everett, Malden, Medford, Somerville); NORFOLK (Brookline, Dedham, Milton); and SUFFOLK

CARPENTER........................$ 49.79 29.30

CARP0339-001 09/01/2019

BRISTOL (Attleborough,…