Solicitation W912WJ23Q0095.pdf

NORTHFIELD BROOK

DAVID GRANDY

CONN. ROUTE 254

THOMASTON CT 06787

TEL: 978-318-8386 FAX:

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

W912WJ23Q0095 01-Jun-2023 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)

15-Jun-2023(Date)

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

978-318-8902ALICIA N LACROSSE

(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

W912WJ23Q0095

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

FOR ADDITIONAL INFORMATION.

*PLEASE DIRECT QUESTIONS TO ALICIA N. LACROSSE AT (978) 318-8902 or

ALICIA.N.LACROSSE@USACE.ARMY.MIL. ANY INFORMATION RECEIVED AT THE SITE VISIT

WHICH CONFLICTS WITH THIS SOLICITATION SHOULD BE BROUGHT TO THE ATTENTION OF

ALICIA N. LACROSSE. THE SOLICITATION AND RESULTING CONTRACT SHALL BE THE

GOVERNING DOCUMENT IN ALL CASES.

**QUOTES CAN BE E-MAILED TO ALICIA N. LACROSSE AT

ALICIA.N.LACROSSE@USACE.ARMY.MIL.

NOTE 1: In accordance with FAR Part 28.102-1(b), the Contractor will be required to provide the following payment protections for all construction contracts greater than $150,000.00.

(i) Payment Bond or

(ii) Irrevocable Letter of Credit and

(iii) Performance Bond

A Payment Bond or Irrevocable Letter of Credit is the SELECTED payment protection for the Government. The penal amount of bond shall be 100% of the original contract price. If the contract price increases, the Government will require an increase in the penal sum of the existing bond. This bond shall be submitted to the Contracting Officer within 10 days after receipt of award.

A Performance Bond shall be required if the total price of the quote is greater than $150,000.00. The penal amount of the Performance Bond shall be 100% of the original contract price. If the contract price increases, the Government will require an increase in the penal sum of the existing bond. This bond shall also be submitted to the Contracting Officer within 10 days after receipt of award.

NOTE 2: In accordance with FAR Part 28.102-1(c), the Contractor will be required to provide one of the following payment protections for all construction contracts greater than $35,000.00 but not greater than $150,000.00.

(i) Payment bond or

(ii) Irrevocable letter of credit

A Payment Bond or Irrevocable Letter of Credit is the SELECTED payment protection for the Government. The penal amount of bond shall be 100% of the original contract price. If the contract price increases, the Government will require an increase in the penal sum of the existing bond. This bond shall be submitted to the Contracting Officer within 10 days after receipt of award.

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

NOTE 3:

QUOTATION INSTRUCTIONS:

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

2. In accordance with FAR Part 52.204-7(b)(1) Contractors must be registered in the System for Award Management (SAM) database (www.SAM.gov) to submit 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 (UEI 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 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 NBL Bathroom, Pad, Walkways Demolition

FFP

Contractor shall provide all labor, materials, equipment, and transportation to demolish a bathroom, concrete pad, and assosicated walkways at the Recreation Area at Northfield Brook Lake, Thomaston, CT in accordance with the Statement of Work.

FOB: Destination

PSC CD: Y1QA

NET AMT

0002 1 Job NBL Construct Asphalt Pad for Trailer

FFP

Contractor shall provide all labor, materials, equipment, and transportation to construct a 26' x 16' asphalt pad for a restroom trailer at the Recreation Area at Northfield Brook Lake, Thomaston, CT in accordance with the Statement of Work.

0003 1 Job NBL Construct Asphalt Walkway

FFP

Contractor shall provide all labor, materials, equipment, and transportation to construct a 4' x 170' asphalt walkway connecting the newly constructed trailer pad to the existing roadway at the Recreation Area at Northfield Brook Lake, Thomaston, CT in accordance with the Statement of Work.

0004 1 Job NBL Construct French Drain

FFP

Contractor shall provide all labor, materials, equipment, and transportation to construct a French drain at trailer pad construction site at the Recreation Area at Northfield Brook Lake, Thomaston, CT in accordance with the Statement of Work.

0005 1 Job NBL Regrade Area

FFP

Contractor shall provide all labor, materials, equipment, and transportation to regrade the construction area along the trailer pad and walkway for proper slope and drainiage at the Recreation Area at Northfield Brook Lake, Thomaston, CT in accordance with the Statement of Work.

0006 1 Job NBL Hydroseed Area

FFP

Contractor shall provide all labor, materials, equipment, and transportation to hyrdroseed the construction area along the trailer pad and walkway at the Recreation Area at Northfield Brook Lake, Thomaston, CT in accordance with the Statement of Work.

Section C - Descriptions and Specifications

STATEMENT OF WORK

BATHROOM BUILDING DEMOLITION & TRAILER PAD CONSTRUCTION

U.S. ARMY CORPS OF ENGINEERS

NORTHFIELD DAM

THOMASTON, CT

STATEMENT OF WORK

I. GENERAL

1. Scope

Provide all equipment, materials, labor, and transportation necessary for the demolition and removal of a single story, three-hundred eighty-four square foot (384 ft2) bathroom building, a concrete picnic table pad and two asphalt walkways. After demolition is complete, contractor will construct the following features to the satisfaction of the Technical Point of Contact:

a. Construct a twenty-six foot by sixteen-foot (26’x 16’) asphalt pad, which will accommodate a new restroom trailer.

b. Construct an asphalt walkway that is approximately four-foot wide by one-hundred seventy foot long (4’W x 170’L) from the existing road to the newly constructed paved trailer pad; the walkway shall comply with current Americans with Disabilities Act requirements for pitch and slope.

c. Construct a French drain with a six inch (6”) outside diameter pipe to drain groundwater and fill in and re-grade low-lying areas surrounding the walkway, ensuring proper drainage of water runoff with no depressions in the ground.

d. Contractor will hydroseed all disturbed areas from demolition and construction, which is approximately three quarters (3/4) of an acre in coverage.

2. Location Northfield Dam is located at 1550 Northfield Road in Thomaston, CT, 06787.

3. Technical Point of Contact The Technical Point of Contact is Park Ranger David Grandy. The Technical Point of Contact can be reached by phone at 860-338-3561 or by email at:

david.k.grandy@usace.army.mil

4. Site Visit Contact the Technical Point of Contact to arrange a site visit. Site visits are generally held between 7:00 am and 3:30 pm Monday through Friday.

5. Schedule The work shall be completed no later than 60 days after Notice to Proceed (NTP). The project area will be open to the contractor Monday through Friday 7:00 AM to 3:30 PM and all work must be done during those hours unless additional hours are approved by the Technical Point of Contact. No work shall be done on weekends or Government holidays unless approved in advance by the Technical Point of Contact. Please note that the project may be subject to flooding as well as heightened security measures, which may require work to be re-scheduled. At least twenty-four (24) hours’ notice will be provided to the Contractor by the Technical Point of Contact in these instances. All safety and product submittals shall be submitted, reviewed, and accepted within 30 days of NTP .

6. Safety Requirements

a. General:

All work shall be conducted in accordance with the U.S. Army Corps of Engineers (USACE) Safety and Health Requirements Manual (EM 385-1-1, most recent addition), 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 at the project office or electronically at the following link:

http://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/E M_385-1-1.pdf

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

b. Accident Prevention Plan:

The Contractor shall prepare an Accident Prevention Plan (APP) specific to the activities being performed. It shall include Activity Hazard Analyses (AHAs) as described below in paragraph C. 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, Section K.

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.

c. Activity Hazard Analysis:

An AHA shall be submitted for each major phase of work. A major phase of work is defined as an operation involving a type of work presenting hazards not experienced in previous operations or where a new subcontractor or work crew is to perform the work. The analysis shall define all activities to be performed, identify the sequence of work, the specific hazards anticipated, and the control measures to be implemented to eliminate or reduce each hazard to an acceptable level. The AHA shall be continuously reviewed and revised to address changing site conditions as appropriate.

Note: As part of the APP and AHAs include site specific COVID-19 monitoring procedures which address, at a minimum, the following elements:

i. Procedures for periodic sanitation inspections

ii. Procedures for disinfecting project sites in accordance with the Center for

Disease Control (CDC) guidelines

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

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

v. A list of Personal Protective Equipment to be used in accordance with Center for Disease Control and state guidelines

7. Emergency Response

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

8. 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.

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

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

9. 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 Technical Point of Contact 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 Technical Point of Contact. ENG Form 3394 shall be completed and submitted to the Technical Point of Contact within five (5) working days of the incident.

The Contractor shall compile employee work hours (including subcontractors) and forward the total hours to the Technical Point of Contact 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 Technical Point of Contact shall be electronically.

10. 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 Technical Point of Contact with the name and telephone number of the project superintendent for project coordination.

The following is a general list of items for discussion during this Pre-work Conference:

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

b. Contractor’s Safety Program.

c. Accident Prevention Plan (Submitted & accepted prior to start of work on site)

d. Accident Hazard Analysis (Submitted & accepted prior to start of work on site)

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

f. Accident Reporting (ENG Form 3394)

g. Contractor’s Quality Control Plan.

h. Contractor’s Equipment (including a current written safety inspection)

i. Correspondence Procedure.

j. Communications.

k. Administrative Procedures.

l. Contractor Utilities.

m. Invoice and payment.

11. 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.

12. Security The Contractor will comply with all established security policies at Northfield Dam. Due to periods of heightened security that may affect the access to the areas covered under this contract, areas may be subject to 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 work in an area. The Contractor shall be given at least 24-hour notice of any such closure.

13. Flooding Northfield Dam is a flood control project. Occasional retention of floodwaters may inundate portions of the dam property or access roads in the areas covered by this contract. The Technical Point of Contact will notify the Contractor if areas are closed as a result of floodwaters, rescheduling any subsequent service in the closed property area may result. When flooding ends and waters recede, the Technical Point of Contact will notify the Contractor as areas reopen and services may resume.

14. Contractor’s Personnel

a. Minimum Personnel Requirements - The Contractor shall provide an adequate number of fully qualified personnel to perform the specified service properly and efficiently within the time limits specified. The Contractor shall provide a list of the names and contact phone numbers for all employees prior to them working on Government Property.

b. Employee Conduct - The Contractor shall be responsible for seeing that the firm’s employees strictly comply with all CFR 36 Rules and Regulations, federal, state, and municipal laws. Any personnel activity, which, in the opinion of the Government, is deemed detrimental to the performance of the contract may result in the removal of Contractor employee/employees.

Examples of unbecoming actions or conduct include but are not limited to the following:

i. Cursing, harassment, or discrimination of and/or unwarranted physical contact with visitors, USACE personnel, or other contractors

ii. Recurring written and/or verbal complaints from visitors, USACE personnel, or other contractors.

iii. Unsafe operation of vehicles while on USACE property.

c. Removal of Contractor’s Employees - The Technical Point of Contact may require the Contractor to immediately remove from the work site any employee of the Contractor or subcontractor, who, in the opinion of the Technical Point of Contact, is incompetent, who endangers persons or property, or whose physical or mental condition is such that it would impair the employee’s ability to satisfactorily perform assigned work. Notification to the Contractor shall be promptly made in writing if time and circumstances permit. Otherwise, notification shall be verbal or by telephone, and shall be confirmed in writing as soon as possible. No such removal, however, will reduce the Contractor’s obligation to perform all work required under this contract, and immediate replacement will be made as required. This requirement shall not be made the basis of any claim for compensation or damages against the United States or any of its officers or agents.

15. 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 payments.

All invoices may be mailed to:

U.S. Army Corps of Engineers 331 Hill Rd.

Thomaston, CT 06787 Or Emailed to david.k.grandy@usace.army.mil

TECHNICAL REQUIREMENTS

1. Summary Provide all equipment, materials, labor, and transportation necessary for the demolition and removal of a single story, three-hundred eighty-four square foot (384 ft2) bathroom building, a concrete picnic table pad and two asphalt walkways. After demolition is complete, contractor will construct the following features to the satisfaction of the Technical Point of Contact:

a. Construct a twenty-six foot by sixteen-foot (26’x 16’) asphalt pad, which will accommodate a new restroom trailer.

b. Construct an asphalt walkway that is approximately four-foot wide by one-hundred seventy foot long (4’W x 170’L) from the existing road to the newly constructed paved trailer pad; the walkway shall comply with current Americans with Disabilities Act requirements for pitch and slope.

c. Construct a French drain with a six inch (6”) outside diameter pipe to drain groundwater, and fill in and re-grade low-lying areas surrounding the walkway, ensuring proper drainage of water runoff with no depressions in the ground.

d. Contractor will hydroseed all disturbed areas from demolition and construction, which is approximately three quarters (3/4) of an acre in coverage.

2. Existing Conditions

a. Northfield Brook Lake is a remote site; therefore, no restroom facilities are available on-site. Access to site is restricted to vehicles by a locked gate. Contractor will be given access to the site as needed once contract is awarded.

b. The bathroom is a single storying build constructed of concrete and wood measuring three-hundred eighty-four square foot (384 ft2) Further details can be found in figures 13 & 14.

c. The existing concrete picnic table pad to be remove measures twelve feet (12’) length by ten Feet (10’). Width and four inches (4”) in depth and assume the pad is reenforced with rebar or wire mesh.

d. The two (2) existing walkways are made of asphalt and measure sixty feet (60’) & forty feet (45’) and measure approximately three feet (3’) Wide. (Reference figures 1,8, and 9.)

e. The French drain will be installed near the leach field for the existing septic tank.

The leach field will be noted and physically marked by the Technical Point of Contact prior to any work.

f. Utility Lines - Low hanging utility lines at the jobsite present a hazard. Necessary precautions should be taken to ensure all construction equipment can pass under the lines safely. See informational photos for details.

g. Signage and Warnings - The contractor must set up proper signage, traffic cones, and caution tape to cordon off the work area and limit the risk of entry by the public.

3. Submittals Although the Government reviews submissions for technical data/information required by this scope of work, it is emphasized that the Contractor’s work must be executed 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 within 30 days of NTP. Submittals must be accepted before the commencement of any field activities. Submittal must be accepted prior to the commencement of any field activities. Templates for the Accident Prevention Plan and Activity Hazard Analysis may be provided upon request.

a. Activity Hazard Analysis

b. Accident Prevention Plan

c. Manufacturer Data sheets, specifications, and/or cut sheets for any products used -

d. First Aid and CPR Certificates (if 2 or more employees will be on site)

Submitted Monthly

a. Accident Exposure Hours

4. 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.

5. 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 and cleaned on a daily basis when working onsite. No burning is permissible. 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.

6. 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.

7. Government Resources 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. In addition, no electricity is on site. The contractor would have to provide these resources or have an acceptable alternative plan for these resources.

8. Damage to Government and Private Property The Contractor shall be responsible for restoring any Government facilities or structures damaged because of the Contractor’s actions. The Contractor shall also be responsible for any damage to private property or injury to any person because of the firm’s operations. The Contractor shall notify the Technical Point of Contact immediately of damage to Government and private property and injury to any person resulting from the Contractors’ 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 firm’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.

9. 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.

10. 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.

11. 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.

12. 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.

13. Requests for information After contract award requests for information concerning the work of this project should be directed to the Technical Point of Contact, Park Ranger David Grandy, by phone at

860-338-3561 or by email at: david.k.grandy@usace.army.mil

14. Condition of Equipment All equipment used to perform work under this contract must be in good operating and mechanical condition and comply with EM 385-1-1, Army Corps of Engineers Safety and Health Requirements. A regular schedule of preventive maintenance must be followed on all equipment. All vehicles utilized under this contract will be presentable, serviceable, and shall comply with manufacturer’s safety features in place.

15. Equipment Storage No Government space or storage facilities shall be provided under this contract.

II. Execution

1. Demolition of Bathroom Building, Concrete Pad and Two Walkways

a. For Site Details, See Figure 1 (Overall Site Plan), Figure 10-14 (Photos and As Built drawings).

b. The entire structure must be safely demolished in accordance with federal, state, and local laws with the use of proper demolition equipment.

c. All debris and waste must be disposed of and recycled in accordance with state, federal and local law.

d. Demolish bathroom building structure.

e. Remove cement vault below bathroom. Vault is currently empty.

f. Waste line from Septic tank will be caped approximately ten feet (10’) from septic tank.

g. Fill in vault area with clean fill, with natural stone no greater than six inches (6”), compacted in two foot (2’) lifts to prevent settling.

h. Remove cement picnic table pad. (Figure 2)

i. Remove 60’ asphalt walkway. (Figure 8)

j. Remove 45’ asphalt walkway. (Figure 9)

k. Any materials that can be recycled shall be.

l. Final areas of demolition will be topped with two inches of screened loam to match grade of existing fine lawn and shall be graded to match existing lawn and hydroseeded with appropriate grass seed for location. Approximately three quarters (3/4) of an acre in coverage will be needed.

2. Construct Asphalt Pad

a. Land preparation for pad includes removal of grass and soil eight inches (8”) deep.

Vegetation and soil will be disposed of on site near the entrance of the park. Removed materials can partially be used to fill in vault area if the material is in accordance with the specifications above.

b. Level area to be paved with asphalt

i. Note: final pad dimensions will be twenty-six feet long by sixteen feet wide (26’L x

16’W), with a final compacted asphalt thickness of 4”, able to support a 10,000 lb trailer for extended periods of time. Properly level and compact area to be paved in accordance with CTDOT standards

c. Fill and level excavated area with proper asphalt subbase of 6 inches (6”). Subbase shall be appropriately compacted ensuring the base is properly supported. Repair any compromised areas as needed.

d. Address issues with drainage, base thickness, base stability, dimensions, and compaction.

e. Install binder layer.

f. Install new asphalt surface in accordance with CTDOT standards.

g. Smooth all butt joints and transition areas and ensure grading and water run-off is appropriate.

h. Once the asphalt and butt joints have been laid, the entire surface will be smoothed and compacted.

i. Final compacted asphalt thickness of 4” able to support 10,000 lb trailer.

j. See Figures 2 and 3 (proposed site plan).

3. Construct Walkway

a. The constructed walkway must meet Americans with Disabilities Act standards for both pitch and slope.

b. Walkway will be constructed from asphalt with two (2) feet wide shouldering of ¾ inch stone on both sides of walkway. Shouldering will be compacted to be level with asphalt walkaway. Walkway will be installed in accordance with CTDOT standards.

c. Excavate existing roadway as needed, install and compact subbase of ¾” processed stone with fines, spread over a Geotechnical stabilization fabric to a depth of six (6) inches.

d. Removed material will be disposed of on site near the entrance of the park.

e. Walkway will start level with roadway and end level with paved asphalt pad.

f. Walkway will measure approximately four feet wide by one-hundred seventy feet long (~ 4’W x 170’L) with a final compacted thickness of two inches (2”).

g. See Figures 2 and 3 (proposed site plan) for details.

4. French drain to drain groundwater

a. Install French drain measuring approximately 150’ long, 4’ deep, starting fifteen feet

Northeast of the existing waterline vault. This will be a French drain and is intended to drain groundwater from a previously disturbed drain and is also needed to drain ground water in the vault. French drain will terminate at existing wood covered drain. (See Figures 6&7)

b. Piping placed in French drain will be six-inch (6”) outside diameter, black perforated corrugated pipe, wrapped in fabric to prevent silt from getting in the water, with ¾ inch stone surrounding it to assist with draining water. There should be a minimum of a 1% slope and backfilled up to existing grade with ¾” washed stone.

c. The French drain will be near the leach field for the existing septic tank. The leach field will be noted and physically marked by the Technical Point of Contact prior to any work being done.

5. Regrade Area

a. Add loam to applicable areas to bring existing grade up in the area level with the stone/walkway (no depressions), use screened loam, graded to fine lawn standards.

6. Hydroseed

a. Hydroseed all areas disturbed with appropriate grass seed for the location. Approximately three quarters (3/4) of an acre in coverage will be needed.

ATTACHMENTS

PLEASE REFER TO THE ATTACHMENTS INCLUDED WITH THIS SOLICITATION FOR

ADDITIONAL INFORMATION.

Section F - Deliveries or Performance

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 60 dys. ANP 1 NORTHFIELD BROOK

DAVID GRANDY

CONN. ROUTE 254

THOMASTON CT 06787

978-318-8386

961113

0002 60 dys. ANP 1 (SAME AS PREVIOUS LOCATION)

0003 60 dys. ANP 1 (SAME AS PREVIOUS LOCATION)

0004 60 dys. ANP 1 (SAME AS PREVIOUS LOCATION)

0005 60 dys. ANP 1 (SAME AS PREVIOUS LOCATION)

0006 60 dys. ANP 1 (SAME AS PREVIOUS LOCATION)

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.

WAGE DETERMINATION

General Decision Number: CT20230001 05/26/2023

Superseded General Decision Number: CT20220001

State: Connecticut

Construction Type: Highway

Counties: Fairfield, Litchfield, Middlesex, New Haven, Tolland and Windham Counties in Connecticut.

HIGHWAY CONSTRUCTION PROJECTS

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

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60).

|If the contract is entered |. 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 $16.20 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 2023. | |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: | $12.15 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 2023. |

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 01/06/2023 1 01/27/2023 2 02/10/2023 3 05/12/2023 4 05/26/2023

BRCT0001-004 01/02/2023

Rates Fringes

BRICKLAYER

BRICKLAYERS, CEMENT

MASONS, CEMENT FINISHERS,

PLASTERERS AND STONE MASONS.$ 39.92 34.47

* CARP0326-003 05/01/2023

LITCHFIELD COUNTY

Harwinton, Plymouth, Thomaston, Watertown

MIDDLESEX COUNTY

NEW HAVEN COUNTY

Beacon Falls, Bethany, Branford, Cheshire, East Haven, Guilford, Hamden. Madison, Meriden, Middlebury, Naugatuck, New Haven, North Branford, North Haven, Orange (east of Orange Center Road and north of Route 1, and north of Route 1 and east of the Oyster River), Prospect, Southbury, Wallingford, Waterbury, West Haven, Wolcott, Woodbridge

TOLLAND COUNTY

Andover, Columbia, Coventry, Hebron, Mansfield, Union, Willington

WINDHAM COUNTY

Rates Fringes

Carpenters:

CARPENTERS, PILEDRIVERS.....$ 37.61 27.61

DIVER TENDERS...............$ 37.61 27.61

DIVERS......................$ 46.07 27.61

* CARP0326-014 05/01/2023

Rates Fringes

Carpenters: (TOLLAND COUNTY Bolton, Ellington, Somers, Tolland, Vernon)

CARPENTERS, PILEDRIVERS.....$ 37.61 37.61

DIVER TENDERS...............$ 37.61 37.61

DIVERS......................$ 46.07 37.61

* CARP0326-017 05/01/2023

Rates Fringes

Carpenters:

CARPENTERS, PILEDRIVERS.....$ 37.61 27.61

DIVER TENDERS...............$ 37.61 27.61

DIVERS......................$ 46.07 27.61

FAIRFIELD COUNTY

Bethel, Bridgeport, Brookfield, Danbury, Darien, Easton, Fairfield, Greenwich, Monroe, New Canaan, New Fairfield, Newtown, Norwalk, Redding, Ridgefield, Shelton, Sherman, Stamford, Stratford, Trumbull, Weston, Westport, Wilton;

LITCHFIELD COUNTY

Barkhamstead, Bethlehem, Bridgewater, Canaan, Colebrook, Cornwall, Goshen, Kent, Litchfield, Morris, New Hartford, New Milford, Norfolk, North Canaan, Roxbury, Salisbury, Sharon, Torrington, Warren, Washington, Winchester, Woodbury;

NEW HAVEN COUNTY

Ansonia, Derby, Milford, Orange (west of Orange Center Road and south of Route 1 and west of the Oyster River), Oxford, Seymour;

CARP1121-006 01/02/2023

Rates Fringes

MILLWRIGHT.......................$ 37.02 27.66

ELEC0003-002 05/08/2008

Rates Fringes

Electricians

FAIRFIELD COUNTY

Darien, Greenwich, New Canaan, Stamford............$ 44.75 30.42

ELEC0035-001 06/01/2022

Electricians:

MIDDLESEX COUNTY

(Cromwell, Middlefield, Middleton and Portland);

TOLLAND COUNTY; WINDHAM

COUNTY......................$ 41.75 3%+31.47

ELEC0090-002 06/01/2022

Rates Fringes

Electricians:....................$ 40.60 3%+32.21

LITCHFIELD COUNTY

Plymouth Township;

MIIDDLESEX COUNTY

Chester, Clinton, Deep River, Durham, East Haddam, East Hampton, Essex, Haddam, Killingworth, Old Saybrook, Westbrook;

NEW HAVEN COUNTY

All Townships excluding Beacon Falls, Middlebury,Milford, Naugatuck, Oxford, Prospect, Seymour, Southbury, Waterbury and Wolcott.

ELEC0488-002 06/01/2022

Rates Fringes

Electricians.....................$ 41.40 3%+31.07

FAIRFIELD COUNTY

Bethel, Bridgeport, Brookfield, Danbury, Easton, Fairfield, Monroe, New Fairfield, Newtown, Norwalk, Redding, Ridgefield, Shelton, Sherman, Stratford, Trumbull, Weston, Westport and Wilton.

LITCHFIELD COUNTY

Except Plymouth;

NEW HAVEN COUNTY

Beacon Falls, Middlebury, Milford, Naugatuck, Oxford, Prospect, Seymour, Southbury, Waterbury and Wolcott

ENGI0478-001 04/02/2023

Rates Fringes

Power equipment operators:

GROUP 1...................$ 52.78 27.80

GROUP 2...................$ 52.41 27.80

GROUP 3...................$ 51.51 27.80

GROUP 4...................$ 46.64 27.80

GROUP 5...................$ 45.92 27.80

GROUP 6...................$ 45.55 27.80

GROUP 7...................$ 45.14 27.80

GROUP 8...................$ 44.67 27.80

GROUP 9...................$ 44.14 27.80

GROUP 10...................$ 41.69 27.80

GROUP 11...................$ 41.69 27.80

GROUP 12...................$ 41.61 27.80

GROUP 13...................$ 43.46 27.80

GROUP 14...................$ 40.92 27.80

GROUP 15...................$ 40.54 27.80

GROUP 16...................$ 39.54 27.80

GROUP 17...................$ 39.06 27.80

GROUP 18...................$ 38.28 27.80

GROUP 19...................$ 48.37 27.80

GROUP 20...................$ 48.00 27.80

GROUP 21...................$ 47.10 27.80

Hazardous waste premium $3.00 per hour over classified rate.

Crane with boom, including jib, 150 feet - $1.50 extra.

Crane with boom, including jib, 200 feet - $2.50 extra.

Crane with boom, including jib, 250 feet - $5.00 extra.

Crane with boom, including jib, 300 feet - $7.00 extra.

Crane with boom, including jib, 400 feet - $10.00 extra

1) Crane handling or erecting structural steel or stone, hoisting engineer(2 drums or over)

2) Cranes(100 ton rated capacity and over) Bauer Drill/Caisson

3) Cranes(under 100 ton rated capacity)

a. PAID HOLIDAYS: New Year's Day, Good Friday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day and Christmas Day, provided the employee works 3 days during the week in which the holiday falls, if scheduled, and if scheduled, the working day before and the working day after the holiday.

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1: Crane handling or erecting structural steel or stone, hoisting engineer (2 drums or over)

GROUP 2: Cranes (100 ton capacity & over) Bauer Drill/Caisson

GROUP 3: Cranes (under 100 ton rated capacity)

GROUP 4: Trenching machines, lighter derrick, concrete finishing machine, CMI machine or similar, Koehring Loader (skooper).

GROUP 5: Specialty railroad equipment, asphalt spreader, asphalt reclaiming machine, line grider, concrete pumps, drills with self contained power units, boring machine, post hole digger, auger, pounder, well digger, milling machine (over 24' mandrel), side boom, combination hoe and loader, directional driller

GROUP 6: Front end loader (3 cu. yds. up to 7 cu. yards), bulldozer (Rough grade dozer) .

GROUP 7: Asphalt roller, concrete saws and cutters (ride on types), Vermeer concrete cutter, stump grinder, scraper, snooper, skidder, milling machine (24"" and under Mandrel).

GROUP 8: Mechanic, grease truck operator, hydoblaster, barrier mover, power stone spreader, welder, work boat under 26 ft. transfer machine.

GROUP 9: Front end loader (under 3 cubic yards), skid steer loader (regardless of attachments), bobcat or similar, forklift, power chipper, landscape equipment (including hydroseeder), Vacuum Exacavation Truck and Hydrovac Excavation Truck (27 HG pressure or greater).

GROUP 10: Vibratory hammer,ice machine, diesel & air, hammer, etc.

GROUP 11: Conveyor, earth roller, power pavement breaker (whiphammer), robot demolition equipment.

GROUP 12: Wellpoint operator.

GROUP 13: Portable asphalt plant operator, portable concrete plant operator, portable crusher plant operator, portable grout plant operator, portable water filtration plant operator.

GROUP 14: Compressor battery operator.

GROUP 15: Power Safety boat, Vacuum truck, Zim mixer, Sweeper; (Minimum for any job requiring a CDL license) .

GROUP 16: Elevator operator, tow motor operator (solid tire no rough terrain).

GROUP 17: Generator operator, compressor operator, pump operator,welding machine operator; Heater operator.

GROUP 18: Maintenance engineer.

GROUP 19: Front end loader(7 cubic yards or over); work boat 26 ft. and over.

GROUP 20: Excavator over 2 cubic yards; pile driver($3.00 premium when operator controls hammer).

GROUP 21: Excavator, gradall, master mechanic, hoisting engineer (all types of equipment where a drum and cable are used to hoist or drag material regardless of motive power or operaing), rubber tire excavator (drott 1085 similar), grader operator, bulldozer finegrade (slopes shaping, laser or GPS, ect.)

IRON0015-002 06/06/2022

Rates Fringes

Ironworkers: (Reinforcing, Structural and Precast Concrete Erection)...............$ 39.70 38.77

a. PAID HOLIDAY: Labor Day provided employee has been on the payroll for the 5 consecutive work days prior to Labor Day.

LABO0146-001 04/02/2023

Rates Fringes

Laborers:

GROUP 1.....................$ 33.50 25.59

GROUP 2.....................$ 33.75 25.59

GROUP 3.....................$ 34.00 25.59

GROUP 4.....................$ 36.50 25.59

GROUP 5.....................$ 35.25 25.59

GROUP 6.....................$ 35.50 25.59

GROUP 7.....................$ 20.10 25.59

GROUP 8:....................$ 34.50 25.59

GROUP 9:....................$ 36.50 25.59

LABORERS CLASSIFICATIONS

GROUP 1: Laborers (Unskilled), concrete specialist

GROUP 2: Chain saw operators, fence and guard rail erectors, pneumatic tool operators and powdermen.

GROUP 3: Pipelayers, Jackhammer/Pavement breaker (handheld), mason tenders/catch basin builders, asphalt rakers, air track operators, block paver and curb setter

GROUP 4: Asbestos/lead removal

GROUP 5: Blasters

GROUP 6: Toxic waste remover

GROUP 7: Traffic control signalman

GROUP 8: Acetylene burner (Hours worked with a torch)

GROUP 9: Toxic Waste Removers A or B With PPE

(On a site designated as a SuperFund Site by the U.S. Army Corps of Engineers and is deemed a HAZ-MAT site, and applies…