Solicitation_W912WJ21Q0027.pdf

TULLY LAKE PARK OFFICE

JEFFREY MANGUM

2 ATHOL-RICHMOND ROAD

ROYALSTON MA 01368

TEL: 978-249-9150 FAX: 978249-9019

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

W912WJ21Q0027 25-Jan-2021 5a. ISSUED BY

8. TO: NAME AND ADDRESS, INCLUDING ZIP CODE

IMPORTANT: This is a request for information, and quotations furnished are not offers. If you are unable to quote, please so indicate on this form and return it to the address in Block 5a. This request does not commit the Government to pay any costs incurred in the preparation of the submission of this quotation or to contract for supplies or services. Supplies are of domestic origin unless otherwise indicated by quoter. Any representations and/or certifications attached to this

Request for Quotations must be completed by the quoter.

11. SCHEDULE (Include applicable Federal, State, and local taxes)

ITEM NO.

(a)

SUPPLIES/ SERVICES

(b)

QUANTITY

(c)

UNIT

(d)

UNIT PRICE

(e) (f)

SEE SCHEDULE

AMOUNT

% No. %

NOTE: Additional provisions and representations [ ] are [ ] are not attached.

13. NAME AND ADDRESS OF QUOTER (Street, City, County, State, and ZIP Code)

14. SIGNATURE OF PERSON AUTHORIZED TO

SIGN QUOTATION

15. DATE OF

QUOTATION

16. NAME AND TITLE OF SIGNER (Type or print) (Include area code)

TELEPHONE NO.

AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 18 (REV. 6-95)

PREVIOUS EDITION NOT USABLE Prescribed by GSA FAR (48 CFR) 53.215-1(a)

THIS RFQ X[ ] IS [ ] IS NOT A SMALL BUSINESS SET-ASIDE

6. DELIVER BY (Date)

SEE SCHEDULE

AND/OR DMS REG. 1

UNDER BDSA REG. 2

4. CERT. FOR NAT. DEF.3. REQUISITION/PURCHASE

REQUEST NO.

U S ARMY ENGR DISTRICT, NEW ENGLAND

696 VIRGINIA RD

CONCORD MA 01742-2751

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

7. DELIVERY

[ ]X FOB

DESTINATION

[ ] OTHER

(See Schedule)

04-Feb-2021(Date)

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

AMANDA N LANE

(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

W912WJ21Q0027

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 AMANDA LANE AT (978) 318-8814 or

AMANDA.N.LANE@USACE.ARMY.MIL. ANY INFORMATION RECEIVED AT THE SITE VISIT WHICH

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

LANE. THE SOLICITATION AND RESULTING CONTRACT SHALL BE THE GOVERNING DOCUMENT

IN ALL CASES.

**QUOTES CAN BE E-MAILED TO AMANDA LANE AT AMANDA.N.LANE@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.

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 Chain Link Fence Replacement

FFP

Contractor shall furnish all equipment, materials and labor for chain link fence replacement at the Tully Lake Dam, Royalston, MA in accrodance with the Statement of Work.

FOB: Destination

PSC CD: Y1PZ

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002 15 Each Line Post & Footing Replacement

FFP

Contractor shall furnish all equipment, materials and labor for replacement of line posts and associated footings at the Tully Lake Dam, Royalston, MA in accrodance with the Statement of Work.

PSC CD: Y1PZ

NET AMT

Section C - Descriptions and Specifications

STATEMENT OF WORK

CHAIN-LINK FENCE REPLACEMENT

U.S. ARMY CORPS OF ENGINEERS

TULLY LAKE DAM

ROYALSTON, MA

Scope of Work December 2020

I. General:

1. Scope – Furnish all equipment, materials and labor to remove and dispose of two (2) existing 4’ tall chain link fences around the Spillway and replace with two (2) 4’ high galvanized chain link fence with top rail and bottom tension wires. An additional section shall be added near the spillway wall. New combined fence line length shall be approximately 1080 linear feet total. The new chain link fence location shall have minor adjustments for erosion control issues (See informational photos 1-7) Replace up to fifteen (15) line posts for a 6’ tall fence and associated footings along a separate safety fence along the Dam Outlet channel (See informational photos 8-10)

2. Location – The Tully Lake Dam is located at 2 Athol-Richmond Road, Royalston, MA

01368.

3. Site Visit – Contact the Technical Point of Contact (TPOC) to arrange a site visit. The Technical Point of Contact for the project is Samantha Hutchins (978) 318-8281 or Samantha.k.hutchins@usace.army.mil.

4. Schedule – The work shall be completed no later than 180 days from the Notice to Proceed (NTP). Contractor shall commence work within 14 calendar days after NTP.Work shall be performed Monday through Friday 7:00 AM to 3:30 PM unless otherwise approved by the Technical Point of Contact. No work shall be done on weekends or Government holidays.

5. Safety Requirements – All work shall be conducted in accordance with the U.S. Army Corps of Engineers Safety and Health Requirements Manual (EM 385-1-1, most recent edition), and all applicable 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_3 85-1-1.pdf

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

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. 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 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.

b. Activity Hazard Analysis (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. 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. Emergency Response:

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

d. Required Personnel:

The Contractor shall designate one employee as the site’s Competent Person (CP) who is responsible for ensuring a safe environment for all employees. The CP shall be present at the project site and report to the contractor’s upper management. The CP is required to have related construction and/or service experience.

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

e. 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.

The Contractor shall compile employee work hours (including subcontractors) and forward the total hours to the TPOC no later than close of business on the 10th calendar day of the following month. The method of transmission by the prime contractor to the TPOC shall be electronically.

6. Specific Safety Section-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 Technical Point of Contact 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. NOTE: It is realized that means of fall protection for the first person establishing anchorages can be difficult. In this situation, fall protection may not be required while the individual is installing the initial anchorage point. Once this is installed, fall protection is required. These activities need to be addressed in the AHA and Fall Protection and Prevention Plan.

d. 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

iii. hour CP in fall protection training made up of classroom and practical hands-on components.

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

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

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

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

viii. Inspect fall protection equipment at the frequency required by the manufacturer and EM 385-1-1.

e. 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 selection and inspection of certified anchorages and horizontal lifelines;

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

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

f. 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;

g. 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. Body belts and full body harnesses meeting only the requirements of the ANSI A10.14 shall not be used.

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.

NOTE: When an anchor point is below the dorsal D-ring, a free fall (FF) distance greater than 6 ft (1.8 m) is created. For these situations, a 12 ft (3.6 m) FF energy absorbing lanyard shall be used in accordance with manufacturer’s instructions and recommendations. A 12 ft (3.6 m) FF energy absorbing lanyard does not refer to the lanyard length. Instead it refers to a FF that is greater than 6 ft (1.8 m) up to 12 ft which is created by the anchor point being located below the dorsal D-ring. The maximum length of the lanyard used shall not exceed 6 ft. (See Figure 21-4 in the EM 385-1-1.

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. Specific Safety Section-Silica Exposure Control Plan

a. General: All activities that create a crystalline silica exposure must be completed in accordance with 29 CFR 1926.1153; Occupational Exposure to Respirable Crystalline Silica. The 1926.1153 standard has been deemed more stringent than EM 385-1-1, Section 06.N and shall be used as the primary standard for activities involving crystalline silica.

b. Submittals: A Silica Exposure Control Plan in accordance with 1926.1153 shall be submitted as a component of the APP. At a minimum the plan must address the following:

i. The tasks in the workplace that involve exposure to silica;

ii. The engineering controls, work practices, and respiratory protection used to limit employee exposure to silica for each task;

iii. The housekeeping measures used to limit employee exposure to silica;

iv. The procedures used to restrict access to work areas, when necessary, to minimize the number of employees exposed to silica and their level of exposure, including exposures generated by other employers or sole proprietors;

v. Employee Training;

vi. Medical Surveillance

c. Specified Exposure Control Methods: Reference the link below to “Table 1:

Specified Exposure Control Methods when Working With Materials Containing Crystalline Silica.” Compliance can be achieved by fully and properly implementing the engineering controls, work practices, and respiratory protection set forth for the relevant task on this table: https://www.osha.gov/silica/Table1sect1926.1153.pdf

8. Pre-Construction Conference – Prior to the start of any work, the Technical Point of

Contact will schedule and conduct a “Pre-Construction 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 Pre-Construction conference the contractor shall provide 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 Pre-Construction 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 and Activity Hazard Analysis

(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. Contractor’s Equipment

viii. Correspondence, Communication, Security and Administrative Procedures.

ix. Invoice and payment.

x. Security Verification

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 Tully Lake Dam. 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 service. 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.

Contractor and employees must comply with CFR 36 Rules and Regulations.

12. Payment – After final inspection and acceptance by the Government, the Contractor must submit an invoice to the Technical Point of Contact. The invoice shall include the invoice date, contract number, dates of service, description of work, quantities, process, and total amount due per line item. The invoice must also include the company letterhead and this must match the data that is registered in the System for Award Management (SAM) registry. For jobs greater than 30 days the contractor may request progress payment.

All invoices may be mailed to U.S. Army Corps of Engineers Tully Lake Dam 2 Athol-Richmond Road Royalston, MA 01368

Or Emailed to Samantha.k.hutchins@usace.army.mil

II. Technical Requirements:

Part 1 General:

1. Summary – Furnish all equipment, materials and labor to remove and dispose of two (2) existing 4’ tall chain link fences around the Spillway and replace with two (2) 4’ high galvanized chain link fence with top rail and bottom tension wires. An additional section shall be added near the spillway wall. New combined fence lineage shall be approximately 1080 linear feet total. The new chain link fence location shall have minor adjustments for erosion control issue (See informational photos 1-7).

Replace up to fifteen (15) 6’ tall line posts and associated footings along a separate fence along the Dam Outlet safety fence (See informational photos 8-10).

2. Submittals – Although the Government technically reviews submissions required by this

Statement 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. Templates for the Accident Prevention Plan and Activity Hazard Analysis may be provided upon request.

Accident Prevention Plan (APP) –Prior to the Start of Field Work Fall Protection and Prevention Plan– Prior to the Start of Field Work All Certification documents to include fall protection training certs and first aid/CPR certifications 24 hour Fall Protection Competent Person Certificate – Prior to the Start of

Field Work Activity Hazard Analysis (AHA) – Prior to the Start of Field Work Security Verification – Prior to the Start of Field Work Manufacture Data sheets on Fence, Fence Materials, and any other products used, Warranty paperwork, including type, etc. - Prior to the Start of Field Work Manufacture Data Sheets on Fence Materials, Concrete, and any other products used, Warranty paperwork, including type, etc.- Prior to the Start of Field Work Silica Exposure Control Plan

3. References – All work shall be in conformance with:

a. Manufacturer’s recommendations for installation of fence

b. Manufacturer’s recommendations for installation of footings

c. Fall Protection Systems 21.F in EM385-1-1

4. Existing Conditions –

a. Site Access:

i. The south Spillway Fence can be accessed by a gate on Athol-Richmond Road.

Coordinate with the Technical Point of Contact to unlock it during work hours.

The north fence section is close to trees with no access by vehicle. Both sides of the fence are at the top of steep slopes.

ii. The Dam Outlet Channel Fence access does not have a gate. It is on a steep slope.

b. Spillway Fence:

The existing spillway fence to be replaced is 4 feet high and 1062 feet long in 2 different sections surrounding the spillway of the dam to keep visitors from entering unauthorized areas. Both north and south sections of fencing are in poor condition;

chain link is unraveling, trees have crushed sections (tree clean-up not required by contractor), top rails are uneven and rusted, soil erosion has caused the fence to migrate downhill.

c. Dam Outlet Channel Fence Footings and Posts:

The existing 6-foot-tall line posts with concrete footings to be replaced along the dam outlet channel have been exposed by soil erosion, leaving the concrete footings at risk of falling downhill. The associated fence is leaning in areas because the exposed footings are pulling on the fence. The 7 footings that need replacing have been identified in the field with red flagging. If the contractor and technical point of contact agree on additional deficient footings, up to 15 may be replaced under this contract (See informational photo 10).

5. Clean Up and Waste Disposal – The contractor shall practice good housekeeping to maintain a safe job site. The contractor shall keep the work area, including any designated storage areas free from 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. Any and all disturbed areas resulting from contractor activities shall be restored by the contractor to the satisfaction of the Technical Point of Contact. All waste material will be disposed of offsite in accordance with all Federal, State, and Local regulations.

6. 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 when working onsite. Water, air and land resources shall not be adversely impacted during the course of the work. The contractor will take necessary steps to ensure all Federal, State, and Local environmental regulatory requirements are met at no additional cost to the Government. Assurance of compliance with this section by subcontractors shall be the responsibility of the contractor.

7. Sustainability & Environmentally Preferred Products – 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.

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/ProductCategories.xhtml for the complete list of designated products and the associated minimum bio based content level requirements.

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

9. Government Resources – The government may supply any electricity necessary for the project work from points of existing outlets when available. The contractor shall carefully conserve the use of electricity provided. The contractor shall supply his own means of communication (telephone). There is not a restroom available at the contract site, and there is no access to potable water at the contract site. The contractor would have to provide these resources or have an acceptable alternative plan for these resources.

10. Damage to Government and Private Property – The contractor shall be responsible for restoring all Government facilities or structures damaged as a result of the contractor’s operation. The contractor shall also be responsible for any damage to private property or injury to any person as a result of the contractor’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 contractor’s operation. Also, the Contractor shall notify the Technical Point of Contact of damage to Government facilities due to vandalism or other causes on the day such damage is first noticed. Trucks and/or trailers will be driven on existing roads only and not across or through park areas to facilities.

The Contractor shall also restore landscape features (shrubs, flowers, grasses, etc.), which are damaged or destroyed by the contractor’s operation. Damaged or destroyed grass areas shall be re-planted as directed by the Technical Point of Contact, and shrubs and flowers which are damaged or destroyed shall be replaced from nursery stock of like size and kind.

11. 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.

12. Quality Assurance – The contractor is responsible for the quality control of the contract work. The contractor shall establish and maintain a quality control system to assure compliance with the contract requirements. 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.

13. 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.

14. 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 materials or supplies for the contractor and will not be responsible for damage to the contractor’s equipment or materials.

15. Requests for information – Requests concerning the work of this project should be directed to the Technical Point of Contact, Samantha Hutchins (978) 318-8281 or Samantha.k.hutchins@usace.army.mil.

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.

2. Chain Link Fence System

a. 4’ Chain Link Fabric

i. 9 Gauge Steel Wire - Galvanized

ii. 2” Diamond Pattern

iii. Knuckle Selvage

iv. Top Rails

v. Bottom Tension Wire

b. Framework

i. Schedule 40 Pipe – Galvanized

ii. All posts will be capped

iii. Concrete Footings, 4,000 psi, to manufacturer’s recommended depth

c. Fittings

i. Cast Iron or Galvanized Steel

3. Line Post and Footing Replacement

a. Concrete Footings, 4,000 psi

b. Line Posts

i. Length as required to replace posts with deteriorating footings

Part 3 Execution:

1. Safety Equipment – It is the contractor’s responsibility to furnish and supply personnel with the proper personal protective equipment (Hardhats, Hand Protection, Eye Protection, Fall Protection etc.) when and where necessary.

2. Measurements – Contractor will verify all measurements to ensure materials fit appropriately on site (i.e. moving fence line to account for erosion).

3. Demolition

a. The contractor shall remove and properly dispose of fencing, footings, posts, and demolition debris in accordance with the State of Massachusetts requirements of 105 CMR 460 and 454 CMR 22 and any applicable regulations of the Department of Environmental Protection, federal regulations and the Department of Housing and Urban Development and the EPA, and all local regulations and ordinances.

b. The area downhill from the fence shall be covered to catch any demolition debris during removal of the existing fence.

4. Installation Requirements

a. Spillway Fence

i. Contractor will verify all measurements.

ii. The Contractor shall install the new fence system and components in accordance with the Manufacturer’s Recommendations.

iii. Install the framework pipe with concrete (4,000 psi) footings and allow concrete to dry.

iv. Framework shall be installed minimum 2 feet deep or manufacturer’s specifications.

v. Drilling into ledge/rock may be required to attain manufacturer recommended depths.

vi. Install the new fence system in approximately the same location as the old fence, adjust for erosion issues. The new fence will be installed on flat ground away from the immediate edge of steep slopes between 2-3 feet uphill from current location. Exact location to be agreed upon with technical point of contact, Samantha Hutchins.

vii. Extend east end of new south fence to encompass an additional area. (See informational photo number 4)

viii. Fill holes left by old fittings with gravel back to grade level.

b. Dam Outlet Channel Fence Footings and Posts

i. The Contractor shall install the new line posts with concrete (4,000 psi) footings and associated components in accordance with the Manufacturer’s Recommendations.

ii. Install the post with concrete footings and allow concrete to dry.

iii. Posts shall be installed minimum 2 feet deep.

iv. Drilling into ledge/rock may be required to attain manufacturer recommended depths.

v. New posts shall match the current Line Posts.

vi. Fill around footings with gravel back to grade level.

ATTACHMENTS

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

ADDITIONAL INFORMATION.

Section F - Deliveries or Performance

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 180 dys. ANP 1 TULLY LAKE PARK OFFICE

JEFFREY MANGUM

2 ATHOL-RICHMOND ROAD

ROYALSTON MA 01368

978-249-9150

961313

0002 180 dys. ANP 15 (SAME AS PREVIOUS LOCATION)

961313

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: MA20210013 01/01/2021

Superseded General Decision Number: MA20200013

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 $10.95 for calendar year 2021 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015.

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

Modification Number Publication Date 0 01/01/2021

ASBE0006-013 09/01/2019

Rates Fringes

ASBESTOS WORKER/HEAT & FROST

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

BRMA0003-004 02/01/2020

Rates Fringes

TILE FINISHER....................$ 41.49 32.82

TILE SETTER......................$ 53.34 34.80

BRMA0003-005 02/01/2020

Rates Fringes

BRICKLAYER (Includes Pointing, Caulking, Cleaning, and Waterproofing)...............$ 52.26 34.26

* CARP0336-001 03/01/2020

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)...$ 42.40 29.10

* ELEC0096-003 09/06/2020

Rates Fringes

ELECTRICIAN

Includes HVAC/Temperature Controls Installation.......$ 44.42 29.07 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 06/01/2020

Rates Fringes

POWER EQUIPMENT OPERATOR

GROUP 1:

Backhoe/Excavator/Trackhoe, Loader......................$ 49.33 29.75+a GROUP 2: Bulldozer..........$ 48.81 29.75+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 03/16/2020

Rates Fringes

IRONWORKER (Ornamental, Reinforcing, and Structural).....$ 47.72 33.43

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 09/01/2020

Rates Fringes

PLUMBER/PIPEFITTER (Includes HVAC Pipe and Unit Installation)....................$ 46.91 26.86

ROOF0033-005 08/01/2020

Rates Fringes

ROOFER...........................$ 46.60 28.75

SHEE0063-006 01/01/2020

Rates Fringes

SHEET METAL WORKER (Includes HVAC Duct and Unit Installation)....................$ 35.49 31.04

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

52.209-6 Protecting the Government's Interest When Subcontracting With Contractors Debarred, Suspended, or Proposed for Debarment

OCT 2015

52.209-10 Prohibition on Contracting With Inverted Domestic Corporations

NOV 2015

52.219-6 (Dev) Notice of Total Small…