Solicitation W912WJ24Q0153.pdf

WESTVILLE DAM

JARED GAGNON

P.O. BOX 17B MARJORIE LANE

SOUTHBRIDGE MA 01550-0178

TEL: 978-318-8027 FAX:

W13G86419901480001

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

W912WJ24Q0153 05-Aug-2024 5a. ISSUED BY

8. TO: NAME AND ADDRESS, INCLUDING ZIP CODE

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

Request for Quotations must be completed by the quoter.

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

ITEM NO.

(a)

SUPPLIES/ SERVICES

(b)

QUANTITY

(c)

UNIT

(d)

UNIT PRICE

(e) (f)

SEE SCHEDULE

AMOUNT

% No. %

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

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

14. SIGNATURE OF PERSON AUTHORIZED TO

SIGN QUOTATION

15. DATE OF

QUOTATION

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

TELEPHONE NO.

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

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

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

6. DELIVER BY (Date)

SEE SCHEDULE

AND/OR DMS REG. 1

UNDER BDSA REG. 2

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

REQUEST NO.

U S ARMY ENGR DISTRICT, NEW ENGLAND

696 VIRGINIA RD

CONCORD MA 01742-2751

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

7. DELIVERY

[ ]X FOB

DESTINATION

[ ] OTHER

(See Schedule)

16-Aug-2024(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

W912WJ24Q0153

Section B - Supplies or Services and Prices

INSTRUCTIONS TO VENDORS

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

ALT I 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 SOLICITATION SHOULD BE BROUGHT TO THE ATTENTION OF

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

GOVERNING DOCUMENT IN ALL CASES.

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

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

NOTE 1: In accordance with FAR Part 28.101-1(c), the Contractor will NOT be required to provide a Bid Guarantee.

NOTE 2: In accordance with FAR Part 28.102-2(b), the Contractor will be required to provide the following payment protections for all construction contracts at or above $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 $150,000.00 or above. The penal amount of the Performance Bond shall be 100% of the original contract price. If the contract price increases, the Government will require an increase in the penal sum of the existing bond. This bond shall also be submitted to the Contracting Officer within 10 days after receipt of award.

NOTE 3: In accordance with FAR Part 28.102-2(c), the Contractor will be required to provide one of the following payment protections for all construction contracts $35,000.00 or above, but not exceeding$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 4:

QUOTATION INSTRUCTIONS:

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

2. In accordance with FAR Part 52.204-7(b)(1) Contractors must be registered in the System for Award Management (SAM) database (www.SAM.gov) to submit a quote (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.

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 Unique Entity Identifier (UEI): _______________________________

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 Contractor 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 VENDORS 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 Bridge Abutment Revetment Armoring

FFP

Contractor shall furnish all labor, materials, and equipment necessary to place riprap revetment along a pair of bridge abutments on Old Mashapaug Rd, Sturbridge, MA in accordance with the Statement of Work.

FOB: Destination

MILSTRIP: W13G8641990148

PURCHASE REQUEST NUMBER: W13G86419901480001

PSC CD: Y1LB

NET AMT

Section C - Descriptions and Specifications

STATEMENT OF WORK

BRIDGE ABUTMENT REVETMENT ARMORING

U.S. ARMY CORPS OF ENGINEERS

WESTVILLE LAKE

STURBRIDGE, MA

I. GENERAL

1. Statement of Work:

Furnish all materials, equipment, and labor to place riprap revetment along a pair of bridge abutments. This includes placement of a crushed stone bedding layer followed by placement of stone riprap. All work shall comply with any applicable federal, state, and municipal laws, codes, and regulations. All work shall be completed in accordance with the following Statement of Work.

2. Location:

The project site is located on Old Mashapaug Road in Sturbridge, MA 01566.

3. Site Visits:

Contact the Technical Point of Contact (TPOC), Jared Gagnon, at 508-635-7545 or jared.s.gagnon@usace.army.mil to arrange a site visit.

4. Schedule:

The period of performance shall be 120 days from contract Notice to Proceed. Work shall be performed Monday through Friday between the hours of 7:00 AM and 3:30 PM unless otherwise approved by the Technical Point of Contact. Any proposed changes to an approved schedule must be submitted to the Technical Point of Contact in writing and are not finalized until approved. No work shall be done on weekends or Government holidays.

All preconstruction submittals shall be submitted within 21 days of Notice to Proceed.

The Government reserves up to 21 days for review and acceptance on each submittal/resubmittal from the date of receipt. If revisions are necessary to the submittals, the Contractor shall make such revisions and shall be resubmitted to the Government in an acceptable form within 14 days of the Government’s response, unless additional time is granted by the Government in writing. No field work may proceed prior to the acceptance of preconstruction submittals.

5. Safety Requirements

a) General: All work shall be conducted in accordance with the U.S. Army Corps of

Engineers (USACE) Safety and Occupational Health Requirements (EM 385-1-1, most recent edition), and all applicable Occupational Safety and Health Administration

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

https://www.publications.usace.army.mil/Portals/76/EM%20385-1- 1%20_EFFECTIVE%2015March2024.pdf

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

b) Accident Prevention Plan (APP): The Contractor shall prepare a site-specific

Accident Prevention Plan. The APP must be written by a Competent Person (CP) and document the specific work processes, equipment, materials to be used, hazards and applicable control measures.

The mandatory ENG Form 6293 (Accident Prevention Plan Worksheet) must be submitted and accepted prior to beginning on site work:

https://www.publications.usace.army.mil/Portals/76/Eng_Form_6293_2023Aug31.pd f

A preparatory meeting shall be conducted by the Prime Contractor to discuss the APP contents with all effected onsite employees. The Prime Contractor is responsible for informing the subcontractors of the safety provisions under the terms of the contract, the penalties for noncompliance, and inspecting subcontractor operations to ensure that accident prevention responsibilities are being carried out.

Daily safety meetings shall be held and documented. Records shall be available to the Technical Point of Contact upon request.

c) Activity Hazard Analysis (AHA): An AHA shall be submitted and accepted for each definable feature of work (DFOW) in accordance with EM 385-1-1, Chapter 2-6. A DFOW is defined as any task, which is separate and distinct from other tasks, has separate control requirements, or is identified as different trades or disciplines. The AHA shall be continuously reviewed and revised to address changing site conditions as appropriate.

For a non-mandatory formatted outline of an AHA, see ENG Form 6206 (Activity Hazard Analysis) https://www.publications.usace.army.mil/Portals/76/Eng_Form_6206_2023Aug24.pd f

d) Site Safety and Health Officer (SSHO) Requirements: Contractor shall employ a minimum of one person to function as a Level 3, SSHO. A Level 3 SSHO is a designated Qualified Person (QP) or Competent Person (CP) with Safety and Occupational Health (SOH) responsibility that meets the requirements of EM 385-1- 1, Chapter 2-3.b and 2-4.b.

Level 3 SSHOs must have training, knowledge, and/or experience identifying hazards and implementing controls for the work being performed.

The SSHO shall be present at the project site and be responsible for overseeing the implementation of the Prime Contractor’s SOH program. Contractor shall designate all SSHOs on a mandatory ENG Form 6282 (Site Safety and Health Officer Designation Letter):

https://www.publications.usace.army.mil/Portals/76/Eng_Form_6282_2023Aug28.pd f

e) First-Aid and CPR Personnel Requirements: For shifts with multiple employees, provide at least two employees that are certified to administer First Aid and CPR.

When employees work alone, they must be certified in First Aid and be provided an effective means of communication to call for assistance in the event of an emergency.

Minimum First Aid and CPR qualifications are outlined in EM 385-1-1, Chapter 3-3.

f) Additional Personnel Requirements: Other Competent Person (CP) or Qualified Persons (QP) may be required per EM 385-1-1 and/or other sections of this Statement of Work, based on the definable features of work for this project.

g) Accident Reporting: All accidents and near misses shall be investigated by the Contractor and reported to the TPOC in accordance with EM 385-1-1, Table 2-1.

The mandatory ENG Form 3394 shall be completed and submitted to the TPOC within seven (7) days of an incident:

https://www.publications.usace.army.mil/Portals/76/Publications/EngineerForms/Eng _Form_3394_2021Aug.pdf

h) Employee Exposure Data: The Contractor shall electronically report total employee work hours (including subcontractors) to the TPOC by close of business on the 10th calendar day of the following month.

6. Cranes/Load Handling Equipment (If Applicable):

a. General: All load handling equipment (LHE) operations are required to be completed in accordance with EM 385-1-1, Chapter 16. The requirements apply to all LHE with a hoisting or lifting capacity over 2,000 lbs. (907.2 kg). LHE includes cranes, derricks, hoists, and power-operated equipment (excavators, forklifts, rough terrain equipment) when used with rigging that can raise, lower, and horizontally move a suspended load.

b. Operator Requirements: Only properly trained, certified, and qualified personnel that are designated in writing by the employer may operate LHE. Prior to designating any LHE operator, the employer must obtain the intended operational functions and proof of qualifications for the operator in accordance with EM 385-1-1, Chapter 16-3.

i. Certification: Crane operators must be trained, tested, and certified by a nationally accredited testing organization. The training must address applicable

ASME B30 requirements and include a successful completion of written and practical/operational examinations.

ii. Physical Qualifications/Examination: Class I operators must receive a physical exam, at a minimum of every three years, meeting the requirements of the ASME B30.5.

iii. Designation: The employer is responsible for designating operators and verifying all their required documents are completed in accordance with the applicable requirements.

c. Signal Person Requirements: Signal Persons shall meet the minimum qualifications and requirements of EM 385-1-1, Chapter 16-3.i.

d. Qualified Rigger Requirements: Qualified riggers shall meet the minimum qualifications and requirements of EM 385-1-1, Chapter 15-3 and 15-4.

e. Minimum Plan Requirements: A lift plan is required to be submitted and accepted by the Technical Point of Contact prior to any lifting operations. Non-mandatory, lift plan templates are available for use. However, contractors are permitted to submit their own lift plans, in accordance with EM 385-1-1, Chapter 16-7.

i. ENG Form 6203, Crane Standard Lift Plan (SLP):

https://www.publications.usace.army.mil/LinkClick.aspx?fileticket=qZwLLyJg _bA%3d&tabid=16438&portalid=76&mid=43543

ii. ENG Form 6213, Load-Handling Equipment Crane Operation Critical Lift Plan

(CLP):

https://www.publications.usace.army.mil/LinkClick.aspx?fileticket=cdmeuIZK LQI%3d&tabid=16438&portalid=76&mid=43543

f. Operational Testing: A QP must conduct operational tests, in accordance with EM 385-1-1, Chapter 16-8.s, the applicable ANSI/ASME standard, and the manufacturer’s instructions.

g. Mandatory Form(s):

i. ENG Form 6209, Certificate of Compliance (CoC) for Load Handling

Equipment (LHE) and Rigging:

https://www.publications.usace.army.mil/LinkClick.aspx?fileticket=kzvU4YyG 1yU%3d&tabid=16438&portalid=76&mid=43543

7. 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 be physically present to attend this meeting. The Contractor shall directly oversee all work on the project and the Project Manager and Quality Control Personnel shall have the authority to act on behalf of the Contractor. 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 the name of the project superintendent with a telephone number for project coordination.

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

a) Authority of the TPOC

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

c) Accident Prevention Plan and Activity Hazard Analysis

d) Standard or Critical Lift Plan (If applicable)

e) Weekly Safety Meetings (Documented on NED Form 251)

f) Accident Reporting (ENG Form 3394)

g) Safety Data Sheet requirements

h) Correspondence, Communication and Administrative Procedures.

i) Invoice and payment

8. Permits:

The Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses, permits, and letters of certification. The Contractor shall comply with any applicable federal, state, county, and municipal laws, codes, and regulations in connection with the performance of the work specified under this contract.

9. Security:

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

The Contractor shall be given at least 24-hour notice of any such closure.

10. Payment:

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

All invoices may be mailed to:

U.S. Army Corps of Engineers East Brimfield Lake 24 Riverview Ave Fiskdale, MA 01518

Or sent via email to keith.w.beecher@usace.army.mil

11. Damage to Government and Private Property:

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

12. Point of Contact Requirements:

The Contractor shall provide to the TPOC a telephone number and a point of contact for discussion of any contractual matters.

II. TECHNICAL

1. Submittals:

Although the Government 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 Government reserves up to 21 days for review and acceptance on each submittal/resubmittal from the date of receipt. If revisions are necessary to the submittals, the Contractor shall make such revisions and shall resubmit to the Government in acceptable form within 14 days of the Government’s response, unless additional time is granted by the Government in writing.

The documents identified below must be prepared in accordance with the applicable standards, submitted to the TPOC for review and accepted by the Government.

Preconstruction Submittals: Submitted within 21 days of Notice to Proceed. Submittals must be accepted prior to the commencement of any field work activities.

a) Product specification sheets for all materials

b) Activity Hazard Analysis

c) ENG Form 6293, Accident Prevention Plan Worksheet

d) ENG Form 6282 (Site Safety and Health Officer Designation Letter)

e) Appropriate licenses and certifications

f) Standard or Critical Lift Plan (If applicable)

g) First Aid/CPR Certification

h) ENG Form 6209, Certificate of Compliance for Load Handling Equipment and

Rigging(If applicable)

2. Clean-Up:

The Contractor shall practice good housekeeping to maintain a safe job site. The Contractor shall keep the work area, including any storage areas, free from the accumulation of waste materials. Upon completing work in an area, the Contractor shall remove any tools, equipment, and materials that are not the property of the Government.

Upon completion of work, the Contractor shall clean up the job site to the satisfaction of the Government. All construction debris shall be disposed of off-site.

3. Government Resources:

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

4. 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.

5. 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.

6. 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.

7. Environmental Protection:

Water, air, and land resources shall not be adversely impacted during the course of the work. The Contractor is responsible for taking all necessary steps to ensure compliance with all federal, state, and local environmental laws and regulations. The Contractor will not receive additional payment for environmental protection measures. Areas of bare earth shall be kept to a minimum during construction operations. Silt containment barriers shall be installed wherever earth is disturbed. Oil spill containment barriers shall be installed if construction equipment is used in, near, or above the river. Turbidity barriers shall be installed if work is being performed in the river and there is the potential for sediment agitation. The barrier type(s) used for silt, spill, and turbidity containment must be preapproved by the TPOC.

Storage, fueling and lubrication of equipment and motor vehicles shall be conducted in a manner that affords the maximum protection against spills and evaporation. Storage and usage of lubricants and daily fueling of machinery and equipment shall occur at least 50 feet from any drainage inlets, water bodies (rivers, streams, and lakes), and environmentally sensitive areas (wetlands, vernal pools).

8. Receiving and Storing Materials:

The Contractor is responsible for protecting any stored material until it is placed in service. The Contractor is responsible for receiving and unloading of delivered goods.

Government employees will not receive material or supplies for the Contractor and will not be responsible for damage to Contractor equipment or material.

9. Existing Conditions:

The Old Mashapaug Road Bridge carries Old Mashapaug Road over the Quinebaug River in Sturbridge, Massachusetts. Old Mashapaug Road is a gated gravel road that is open seasonally for recreational access. The bridge structure is a single span composite steel stringer bridge built in 1956. The posted load rating is 20/22/27 Tons. The span length is 80’- 0”. The roadway width is 26’- 0”. The superstructure consists of five wide flange rolled beams. The beams support an 8” thick reinforced concrete deck slab. The substructure consists of unreinforced gravity abutments with flared wing walls on spread footings. Stone revetment is present at the base of each wingwall. Minimal revetment is present along the face of each abutment. Past bridge inspections have noted scour up to 2’ deep in front of both abutments. The degree of scour appears to fluctuate between biennial inspections. It has been determined that additional stone riprap protection along both abutments is necessary for long-term structural integrity.

The Quinebaug River is a perennial river. Flows vary based upon environmental conditions. USACE has a limited ability to control flow rates at the bridge location.

Project staff in coordination with district reservoir control staff may elect to reduce flow by storing water at upstream East Brimfield Reservoir. Due to the impact of numerous environmental variables, USACE is unable to guarantee any flow reduction and cannot guarantee a specific flow rate. Water depth varies along the length of the abutments and fluctuates based upon flow rates. Depth along the abutments varies between 2’-0” and 4’- 0” during low/moderate flow conditions (approximately 200 cfs). The bridge is located within the Westville Lake Flood Risk Management Project and may be inundated when storing flood water is necessary.

10. Potential for Worksite Inundation:

The worksite is located within an active flood damage reduction reservoir. Westville Dam, located downstream, will remain operational through the entire project period. It may be necessary to impound water and inundate the work area. The Contractor must be able to remove all equipment within 24 hours’ notice in order to prevent equipment damage.

11. Roadway and Bridge Usage During Construction:

The Contractor shall ensure that Old Mashapaug Road is closed to general public vehicular traffic during construction. Existing road gates located at the entrance to Old Mashapaug Road are available for use. All other barriers used must be clearly visible and feature either a reflective surface or functioning light if left in place at night. Pedestrian traffic will be permitted unless safety hazards are present. It is the responsibility of the Contractor to ensure that pedestrians remain clear of the area if hazards are present.

12. Product Requirements:

a) Bedding shall meet all dumped crushed stone specifications as stated in Section M2.01.0 of the Commonwealth of Massachusetts Department of Transportation Standard Specifications for Highways and Bridges (2023 Edition). Stone sizes shall correspond to M2.01.1 & M2.02.2 in Table M2.01.0-1.

b) Riprap shall meet all dumped riprap specifications as stated in Section M2.02.2 of the Commonwealth of Massachusetts Department of Transportation Standard Specifications for Highways and Bridges (2023 Edition). Refer to Table M2.02.2-1 for gradation requirements.

13. Execution:

a) Access Improvements:

i. Access to abutments may require construction of ramps, paths, platforms, etc.

ii. Erosion control measures shall be taken wherever raw earth is exposed. Erosion control methods and materials must be preapproved by the TPOC.

iii. Guardrails and curbing requiring removal must be replaced using the existing materials if in good condition or with new materials should removal cause damage.

b) Bedding Placement – Crushed Stone Layer Shall:

i. Extend 8 ft outwards from the face of each abutment

ii. Extend between existing wing wall revetment (approx. 45’)

iii. Consist of a uniform depth of 6”

c) Riprap Placement – Stone Riprap Shall:

i. Extend 8 ft outwards from the face of the abutment

ii. Extend between existing wing wall revetment (approx. 45’)

iii. Have a 1’ vertical to 3’ horizontal slope

d) Access Improvement Removal:

i. Access improvements must be removed unless approval to leave improvements in place is granted by the TPOC. The TPOC may elect to leave certain improvements in place for the purpose of improving future site access.

ii. Erosion control measures shall be taken wherever raw earth is exposed. Erosion control methods and materials must be preapproved by the TPOC.

BRIDGE ABUTMENT REVETMENT ENHANCEMENT

U.S. ARMY CORPS OF ENGINEERS

WESTVILLE LAKE

STURBRIDGE, MA

INFORMATIONAL PHOTOS, DIAGRAMS, & MAPS

Photo 1: View of bridge looking upstream (west)

Photo 2: View of bridge looking downstream (east)

Photo 3: View of east abutment

Photo 4: View of west abutment

Diagram 1: Plan for Riprap Placement

Note – Certain Features Not Drawn to Scale

Figure 1: Upstream channel profile taken along the face of the bridge.

Figure 2: Downstream channel profile taken along the face of the bridge.

Map 1: Map highlighting bridge location

Section F - Deliveries or Performance

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 120 dys. ANP 1 WESTVILLE DAM

JARED GAGNON

P.O. BOX 17B MARJORIE LANE

SOUTHBRIDGE MA 01550-0178

978-318-8027 FOB: Destination

961315

Section H - Special Contract Requirements

SECURITY REQUIREMENTS

General security requirements and guidance: The security requirements described below apply to all contract personnel (including employees of the prime Contractor (“Contractor”) and all subcontractor employees) supporting the performance requirements of this contract. The Contractor is responsible for compliance with these security requirements. Questions regarding security matters shall be addressed to the designated Government representative (eg., Contracting Officer Representative (COR), Requiring Activity (RA) representative, or Contracting Officer (if a COR or other RA representative is not appointed)). Contract personnel are critical to the overall security and safety of US Army Corps of Engineers (USACE) installations, facilities and activities, and security awareness training contributes to those efforts. The Department of Defense (DoD) and Army security training requirements specified below, if applicable, are performance requirements; all applicable contract personnel shall complete initial training within 30 days of contract award or the date new contract personnel begin performance on the contract. Within five business days from the completion of training, the Contractor shall provide written documentation (e.g., email or memorandum) to the Government representative. The documentation shall include the names of contract personnel trained and which training they completed; the Contractor shall maintain training records as part of their contract files and be prepared to provide copies of training certificates to the Government representative. Contractor personnel and vehicles are subject to search when entering federal installations. Additionally, all contract personnel shall comply with Force Protection Condition (FPCON) measures, Random Antiterrorism Measures (commonly referred to as “RAMs”), and Health Protection Condition (HPCON) measures. The Contractor is responsible for meeting performance requirements during elevated FPCON and/or HPCON levels in accordance with applicable RA plans and procedures –this includes identifying mission essential and non-mission essential personnel. In addition to the changes otherwise authorized by the changes clauses of this contract, should FPCON or HPCON levels at any individual facility or installation change, the Government may implement security changes that affect contract personnel. The Contractor shall ensure all contract personnel are aware of their security responsibilities, including any site-specific requirements identified in local policies or procedures.

Suspicious Activity Reporting training (e.g. iWATCH, CorpsWatch, or See Something, Say Something): All contract personnel shall receive initial and annual refresher training from the RA representative on the local suspicious activity reporting program. This locally developed training provides contract personnel with general information on suspicious behavior, and guidance on reporting suspicious activity to the project manager, security representative or law enforcement entity.

Pre-screen candidates using E-Verify Program: Contractors shall comply with the requirements set forth in FAR clause 52.222-54 Employment Eligibility Verification and FAR Subpart 22.18 in using the E-Verify Program at (hhtps://www.e-verify.gov/) (website subject to change) to meet the contract employment eligibility requirements.

Contractors are encouraged to cooperate with Federal and State agencies responsible for enforcing labor requirements to include eligibility for employment under United States immigration laws in accordance with FAR 22.102-1(i). An initial list if verified/eligible candidates shall be provided to the COR no later than three business days after the initial contract ward. When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, and submit it to the Contracting Officer to become part of the official contract file.

WAGE DETERMINATION

General Decision Number: MA20240002 07/05/2024

Superseded General Decision Number: MA20230002

State: Massachusetts

Construction Type: Heavy

HEAVY CONSTRUCTION PROJECTS; AND

MARINE CONSTRUCTION PROJECTS

County: Worcester County in Massachusetts.

HEAVY CONSTRUCTION PROJECTS; AND MARINE CONSTRUCTION PROJECTS

Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(1).

|If the contract is entered |. Executive Order 14026 | |into on or after January 30, | generally applies to the | |2022, or the contract is | contract. | |renewed or extended (e.g., an |. The contractor must pay | |option is exercised) on or | all covered workers at | |after January 30, 2022: | least $17.20 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 2024. | |If the contract was awarded on|. Executive Order 13658 | |or between January 1, 2015 and| generally applies to the | |January 29, 2022, and the | contract. | |contract is not renewed or |. The contractor must pay all| |extended on or after January | covered workers at least | |30, 2022: | $12.90 per hour (or the | | | applicable wage rate listed| | | on this wage determination,| | | if it is higher) for all | | | hours spent performing on | | | that contract in 2024. |

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at http://www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/05/2024 1 01/19/2024 2 02/09/2024 3 03/01/2024 4 03/22/2024 5 05/31/2024 6 06/14/2024 7 07/05/2024

ASBE0006-005 09/01/2023

Rates Fringes

Insulator/asbestos worker Includes the application of all insulating materials, protective coverings, coating, and finishes all types of mechanical systems..........$ 48.15 35.16 Includes the application of all insulating materials, protective coverings, coating, and finishes to all types of mechanical systems..........$ 37.50 24.35

BOIL0029-001 01/01/2021

Rates Fringes

BOILERMAKER......................$ 45.87 29.02

BRMA0001-002 08/01/2023

SPRINGFIELD/PITTSFIELD CHAPTER WORCESTER (Warren County)

Rates Fringes

Bricklayer, Cement Mason, Plasterer & Stonemason...........$ 50.81 32.27

BRMA0001-014 08/01/2023

WORCESTER CHAPTER

WORCESTER (Auburn Barre, Blackstone, Berlin, Bolton, Boylston, the Brookfields, Charlton, Clinton, Douglas, Dudley, Grafton, Hardwick, Holden, Leicester, Mendon, Millbury, Milville, New Braintree, Northboro, Northbridge, Oakham, Oxford, Paxton, Rutland, Shrewbury, Southbridge, Spencer, Sturbridge, Sutton, Upton, Uxbridge, Webster, Westboro, West Boylston, Worcester)

Rates Fringes

Bricklayer, Cement Mason, Plasterer & Stonemason...........$ 60.26 33.71

BRMA0001-015 08/01/2023

LOWELL CHAPTER

WORCESTER (Hopedale, Milford, Southboro)

Rates Fringes

Bricklayer, Cement Mason, Plasterer & Stonemason...........$ 60.26 33.71

BRMA0001-023 08/01/2023

LOWELL CHAPTER

WORCESTER (Ashburhanm, Athol, Fitchburg, Gardner, Harvard, Hubbardston, Lancaster, Leominster, Lunenburg, Petersham, Phillipston, Princeton, Royalston, Sterling, Templeton, Westminster, Winchendon)

Bricklayer, Cement Mason, Plasterer & Stonemason...........$ 60.26 33.71

BRMA0003-001 08/01/2023

Rates Fringes

Marble & Tile Finisher...........$ 47.89 32.43 Marble, Tile & Terrazzo Workers..........................$ 62.42 34.37

TERRAZZO FINISHER................$ 61.34 34.21

CARP0056-004 08/01/2022

Rates Fringes

DIVER TENDER.....................$ 52.15 34.10

DIVER............................$ 68.70 35.57

CARP0056-008 08/01/2022

Rates Fringes

PILEDRIVERMAN....................$ 45.74 34.10

CARP0336-002 03/01/2024

WORCESTER (Except Gilbertville, Harwick, Warren, West Brookfield)

Carpenter/Lather.................$ 46.86 30.94

CARP0336-007 03/01/2024

WORCESTER (Gilbertville, Hardwick, Warren, West Brookfield)

Rates Fringes

Carpenter/Lather.................$ 46.86 30.94

CARP1121-004 01/01/2024

Rates Fringes

MILLWRIGHT.......................$ 41.20 32.99

ELEC0096-002 09/04/2022

WORCESTER (Warren)

Rates Fringes

ELECTRICIAN......................$ 45.59 30.92

ELEC0104-001 08/29/2022

Rates Fringes

Line Construction:

Cableman....................$ 53.06 28.49+A Equipment Operator..........$ 45.10 25.20+A Groundman...................$ 29.18 12.10+A Lineman.....................$ 53.06 28.49+A

A. PAID HOLIDAYS: New Year's Day; Memorial Day;

Independence Day; Labor Day; Thanksgiving Day; Christmas Day and Columbus Day, provided the employee has been employed 5 working days prior to any one of the listed holidays.

ELEV0041-002 01/01/2024

Rates Fringes

ELEVATOR MECHANIC................$ 63.71 37.885+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.

ENGI0004-003 06/01/2024

WORCESTER (Except Athol, Barre, Brookfield, East Brookfield, Hardwick, New Braintree, North Brookfield, Oakham, Petersham, Phillipston, Royalston, Strutbridge, Templeton, Warren, West Brookfield, Winchendon)

Power equipment operators:

BUILDING, HEAVY & MARINE

GROUP 1....................$ 48.73 29.25

Group 1....................$ 56.03 32.75

GROUP 2....................$ 48.23 29.25

Group 2....................$ 55.41 32.75

GROUP 3....................$ 32.47 29.25

Group 3....................$ 36.17 32.75

GROUP 4....................$ 39.89 29.25

Group 4....................$ 45.23 32.75

GROUP 5....................$ 23.08 29.25

Group 5....................$ 24.71 32.75

GROUP 6....................$ 27.64 29.25

Group 6....................$ 30.28 32.75

FOOTNOTE FOR POWER EQUIPMENT OPERATORS:

A. PAID HOLIDAYS: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Patriot's Day, Columbus Day, Veteran's Day, Thanksgiving Day, Christmas Day

HOURLY PREMIUM FOR BOOM LENGTHS (Including Jib):

Over 150 ft. +2.18 Over 185 ft. +3.84 Over 210 ft. +5.39 Over 250 ft. +8.16 Over 295 ft. +11.29 Over 350 ft. +13.14

POWER EQUIPMENT OPERATORS CLASSIFICATIONS BUILDING AND HEAVY

CONSTRUCTION

GROUP 1: Power shovel; crane; truck crane; derrick; pile driver; trenching machine; mechanical hoist pavement breaker; cement concrete paver; dragline; hoisting engine;

three drum machine; pumpcrete machine; loaders; shovel dozer; front end loader; mucking machine; shaft hoist;

steam engine; backhoe; gradall; cable way; fork lift;

cherry picker; boring machine; rotary drill; post hole hammer; port hole digger; asphalt plant on job site;

concrete batching and/or mixing plant on job site; crusher plant on job site; paving concrete mixer; timber jack GROUP 2: Sonic or vibratory hammer; grader; scraper; tandem scraper; bulldozer; tractor; mechanic - maintenance; York rake; mulching machine; paving screed machine;stationary steam boiler; paving concrete finishing machine; grout pump; portable steam boiler; portable steam generator;

roller; spreader; asphalt paver; locomotives or machines used in place thereof; tamper (self propelled or tractor-draw); cal tracks; ballast regulator;rail anchor machine; switch tamper; tire truck GROUP 3: Pumps (1-3 grouped); compressor; welding machines (1-3 grouped); generator; sighting plant; heaters (power driven, 1- 5); syphon-pulsometer; concrete mixer; valves controlling permanent plant air steam, conveyor, wellpoint system (operating) GROUP 4: Assitant engineer (fireman) GROUP 5: Oiler (other than truck cranes and gradalls) GROUP 6: Oiler (on truck cranes and gradalls)

POWER EQUIPMENT OPERATORS CLASSIFICATIONS MARINE CONSTRUCTION

GROUP 1: Shovel; crane; truck crane; cherry picker; derrick;

pile driver; two or more drum machines; lighters; derrick boats; trenching machines; mechanic hoist pavement breakers; cement concrete pavers; draglines; hoisting engines; pumpcrete machines; elevating graders; shovel dozer; front end loader; backhoe; gradall; cable ways;

boring machine; rotary drill; post hole hammer; post hole digger; fork lift; timber jack; asphalt plant (on site);

concrete batching and/or mixing plant (on site); crusher plant (on site); paving concrete mixer GROUP 2: Portable steam boiler; portable steam generator;

sonic or vibratory hammer; grader; scraper; tandem scraper;

concrete pump; bulldozer; tractor; York rake; mulching machine; roller; spreader; tamper (self-propelled or tractor-drawn); asphalt paver; concrete mixer with side loader; mechanic - maintenance; cal tracks; ballast regulator; switch tamper; rail anchor machine; tire truck GROUP 3: Pumps (1-3 grouped); comressor; welding machines (1-3 grouped); generator; lighting plant; heaters (power driven 1-5); syphon-pulsometer; concrete mixer; valves controlling permanent plant air or steam; conveyor; well point systems; auger (powered by independent engines and attached to pile drivers); hydraulic saws GROUP 4: Fireman GROUP 5: Assistant engineer (other than truck crane and gradall) GROUP 6: Assistant engineer (on truck crane and gradall)

ENGI0098-005 12/01/2016

Rates Fringes

Power equipment operators:

Group 1....................$ 33.68 23.96+A Group 2....................$ 33.37 23.96+A Group 3....................$ 33.15 23.96+A Group 4....................$ 32.54 23.96+A Group 5....................$ 29.92 23.96+A Group 6....................$ 28.80 23.96+A Group 7....................$ 26.86 23.96+A Group 8....................$ 305.95 23.96+A Group 9....................$ 230.69 23.96+A Group 10....................$ 35.17 23.96+A Group 11....................$ 38.18 23.96+A Group 12....................$ 39.68 23.96+A Group 13....................$ 40.68 23.96+A Group 14....................$ 41.68 23.96+A Group 15....................$ 43.18 23.96+A

HAZARDOUS WASTE PREMIUM $2.00

FOOTNOTE FOR POWER EQUIPMENT OPERATORS:

Group 8 and Group 9 are per day wages.

A. Paid Holidays: New year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Columbus Day, Veterans Day, Thanksgiving Day and Christmas Day

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

Group 1: Shovels; crawlers and truck cranes including all tower; self-propelled hydraulic cranes 10 tons and over;

draglines; clam shells; cableways; shaft hoists; mucking machines derricks; backhoes; bulldozers; gradalls;

elevating graders; pile drivers; concrete pavers; trenching machines; front end loaders- 5 1/2 cu yds and over; dual drum paver; automatic grader-excavator(C.M.I. or equal);

scrapers towing pan or wagon; tandem dozers or push cats(2 units in tandem); shotcrete machine; tunnel boring machine;

combination backhoe/loader 3/4 cu yd hoe or over; jet engine dryer; tree shredder; post hole digger; post hole hammer; post extractor; truck mounted concrete pump with boom; roto-mill; Grader; Horizontal Drilling Machine; John Henry Rock Drill and similar equipment.

Group 2: Rotary drill with mounted compressor; compressor house (3 to 6 compressors); rock and earth boring machines (excluding McCarthy and similar drills); front end loaders 4 cu yds to 5 1/2 cu yds); forklifts-7 ft lift and over 3 ton capacity; scraper 21 yds and over (struck load); sonic hammer console; reclaimers road planer/milling machine; cal tracks; ballast regulators; rail anchor machines; switch tampers, asphalt pavers; mechanic; welder and transfer machine.

Group 3: Combination backhoe/loader up to 3/4 cu yd;

scrapers up to 21 cu yd (struck load, self propelled or tractor drawn); tireman; front end loaders up to 4 yds;

well drillers; engineer or fireman on high pressure boiler;

self-loading batch plant; well point operators electric pumps used in well point system; pumps, 16 inches and over (total discharge); compressor, one or two 900 cu ft and over; powered grease truck; tunnel locomotives and dingys;

grout pumps; hydraulic jacks; boom truck; hydraulic cranes-up to 10 ton.

Group 4: Asphalt rollers; self-powered rollers and compactors; tractor without blade drawing sheepsfoot roller; rubber tire roller; vibratory roller or other type of compactors including machines for pulverizing and aerating soil; york rake.

Group 5: Hoists; conveyors; power pavement breakers;

self-powered concrete pavement finishing machines; two bag mixers with skip; McCarthy and similar drills; batch plants (not self loading); bulk cement plants; self-propelled material spreaders; three or more 10 KW light plants; 30 KW or more generators; power broom.

Group 6: Compressor (one or two) 315 cu ft to 900 cu ft;

pumps 4 inches to 16 inches (total discharge).

Group 7: Compressors up to 315 cu ft; small mixers with skip; pumps up to 4 inches; power heaters; oiler; A-frame trucks; forklifts-up to 7 ft. lift and up to 3 ton capacity; hydro broom; stud welder.

Group 8: Truck crane crews Group 9: Oiler Group 10: Master Mechanic Group 11: Boom lengths over 150 feet including jib Group 12: Boom lengths over 200 feet including jib Group 13: Boom lengths over 250 feet including jib Group 14: Boom lengths over 300 feet including jib Group 15: Boom lengths over 350 feet including jib

IRON0007-012 03/16/2024

Rates Fringes

IRONWORKER.......................$ 54.38 36.48

LABO0022-001 12/01/2023

Rates Fringes

Laborers: (HEAVY CONSTRUCTION)

GROUP 1.....................$ 37.86 27.59

GROUP 2.....................$ 38.11 27.59

GROUP 3.....................$ 38.61 27.59

GROUP 4.....................$ 38.86 27.59

GROUP 5.....................$ 25.40 27.59

GROUP 6.....................$ 39.86 27.59

LABORERS CLASSIFICATIONS

GROUP 1: Laborers; carpenter tenders; cement finisher tenders, plasterer tenders

GROUP 2: Asphalt raker; fence and guard rail erector; laser beam operator; mason tender; pipelayer; pneumatic drill operator; pneumatic tool operator; wagon drill operator, jack hammer operator, pavement breaker, carbide core drilling machine, chain saw operator, barco type jumping tampers, concrete pump, motorized mortar mixer, ride-on-motorized buggy

GROUP 3: Air track operator; block paver; rammer; curb setter, hydraulic and similar self powered drills

GROUP 4: Blaster; powderman

GROUP 5: Flagger

GROUP 6: Asbestos Abatement; Toxic and Hazardous Waste Laborers

LABO0022-003 12/01/2021

Rates Fringes

Plasterer tender

BARNSTABLE, BRISTOL,

DUKES, ESSEX, NANTUCKET,

MIDDLESEX (with the exception of Arlington, Belmont, Burlington, Cambridge, Everett, Malden, Medford, Melrose, Reading, Somerville, Stoneham, Wakefield, Winchester, Winthrop and Woburn); NORFOLK (with the exception of Brookline Dedham and Milton) COUNTIES.$ 35.41 26.59 SUFFOLK COUNTY (Boston, Chelsea, Revere, Winthrop, Deer Island, Nut Island);

MIDDLESEX COUNTY

(Arlington, Belmont, Burlington, Cambridge, Everett, Malden, Medford, Melrose, Reading, Somerville, Stoneham, Wakefield, Winchester, Winthrop and Woburn only);

NORFOLK COUNTY (Brookline, Dedham, and Milton only)....$ 41.18 27.52

LABO0022-013 12/01/2021

Rates Fringes

Laborers:

(FREE AIR OPERATION):

SHIELD DRIVEN AND LINER

PLATE IN FREE AIR)

GROUP 1....................$ 45.48 28.02

GROUP 2....................$ 45.48 28.02

(OPEN AIR CASSONS,

UNDERPINNING AND TEST

BORING INDUSTRIES):

TEST BORING & WELL DRILLING

Driller....................$ 42.58 27.67

Laborer.........