Solicitation W912WJ25QA066.pdf

REQUEST FOR QUOTATION

(THIS IS NOT AN ORDER)

THIS RFQ IS IS NOT A SMALL BUSINESS SET-ASIDE

15. DATE OF QUOTATION

16. SIGNER

a. NAME (Type or print)

c. TITLE (Type or print)

b. TELEPHONE

AREA CODE

NUMBER

STANDARD FORM 18 (REV. 6-95)

Prescribed by GSA-FAR (48 CFR) 53.215-1(a)

AUTHORIZED FOR LOCAL REPRODUCTION

Previous edition not usable

8. TO:

b. COMPANYa. NAME

c. STREET ADDRESS

d. CITY e. STATE f. ZIP CODE

9. DESTINATION

a. NAME OF CONSIGNEE

b. STREET ADDRESS

c. CITY

d. STATE e. ZIP CODE

7. DELIVERY

FOB DESTINATION

OTHER

(See Schedule)

10. PLEASE FURNISH QUOTATIONS TO THE

ISSUING OFFICE IN BLOCK 5a ON OR BEFORE CLOSE OF BUSINESS (Date)

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 service. Supplies are of domestic origin unless otherwise indicated by quoter. Any representations and/or certifications attached to this Request for Quotation 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)

AMOUNT

(f)

12. DISCOUNT FOR PROMPT PAYMENT

a. 10 CALENDAR DAYS (%) b. 20 CALENDAR DAYS (%) c. 30 CALENDAR DAYS (%) d. CALENDAR DAYS

NUMBER PERCENTAGE

NOTE: Additional provisions and representations are are not attached.

13. NAME AND ADDRESS OF QUOTER

a. NAME OF QUOTER

b. STREET ADDRESS

c. COUNTY

d. CITY e. STATE f. ZIP CODE

14. SIGNATURE OF PERSON AUTHORIZED TO

SIGN QUOTATION

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED 3. REQUISITION/PURCHASE REQUEST NO. 4. CERT. FOR NAT. DEF.

UNDER BDSA REG. 2

AND/OR DMS REG. 1

RATING

5a. ISSUED BY 6. DELIVER BY (Date)

5b. FOR INFORMATION CALL (NO COLLECT CALLS)

NAME TELEPHONE NUMBER

AREA CODE NUMBER

Section A - Solicitation/Contract Form

Campground and Boat Launch Paving, Ball Mountain Lake, Jamaica, VT

W912WJ25QA066

Section B - Supplies or Services & Prices or Costs

Additional Information/Notes

INSTRUCTION TO VENDORS:

VENDORS SUBMITTING A QUOTE IN RESPONSE TO A SOLICITATION ARE RESPONSIBLE FOR ADHERING TO ALL INSTRUCTIONS AND TERMS AND CONDITIONS INCLUDED IN THE SOLICITATION. FAILURE TO DO SO MAY RESULT IN QUOTES BEING DEEMED

NON-RESPONSIVE

INFORMATION:

1. This is a Request for Quotations (RFQ) in accordance with Federal Acquisition Regulation (FAR) Part 13.

2. Potential vendors are notified that the basis on which award will be made is price alone.

3. All responsible sources may submit a quote which, if timely received, must be considered by the Agency.

4. The Government may request that a vendor respond to a Quote Verification after the solicitation closes, but prior to award. The vendor shall respond in sufficient detail to all questions or statements no later than the response date and time listed in the correspondence. Failure to do so may result in quotes being deemed non-responsive and removed from consideration. The Government is under no obligation to provide extensions for responses.

QUESTIONS REGARDING SOLICITATIONS:

1. Questions regarding the solicitation shall be directed to the Contract Specialist:

a. Name: Alicia LaCrosse

b. Phone: 978-318-8902

c. Email: Alicia.N.LaCrosse@usace.army.mil

2. Technical Points of Contact shall not provide responses to interested vendors.

3. Please direct questions to the Contract Specialist. Any information received at the site visit which conflicts with this solicitation should be brought to the attention of the Contract Specialist. The solicitation and resulting contract shall be the governing document in all cases.

QUOTE SUBMISSION:

1. Quotes shall be submitted via email to the Contract Specialist listed above no later than the closing date and time identified in the solicitation or subsequent amendments.

2. The Government is under no obligation to consider any quote received after the solicitation closing date or time.

BID SCHEDULES:

1. If a Bid Schedule is included in the solicitation, vendors shall complete the bid schedule in its entirety (all tasks, all years).

2. Vendors shall enter $0.00 on Bid Schedules in which items are Not Separately Priced. Blank entries will not be considered and will result in quotes being deemed non-responsive.

3. Failure to complete the Bid Schedule in its entirety and return same with a quote will result in quotes being deemed non-responsive.

SITE VISITS:

1. SITE VISITS ARE HIGHLY RECOMMENDED PRIOR TO PROVIDING A QUOTE. SEE CLAUSE 52.236-27 or 2.236-27 ALT I FOR

ADDITIONAL INFORMATION.

2. If date(s)/time(s) for site visits are included in the solicitation, then interested vendors will be permitted to visit the site during those dates/times. No other dates/times will be permitted for site visits.

3. If no dates/times for site visits are included in the solicitation, then interested vendors shall contact the Technical Point of Contact as identified in the solicitation to schedule a site visit.

4. No site visits will be permitted AFTER a solicitation closes.

BONDING:

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

2. In accordance with FAR 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.

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**

4. Prior to award, the Government may request that the Contractor provide a Letter of Bond Ability issued by a Surety that is listed on US Treasury Circular 570 (https://www.fiscal.treasury.gov/surety-bonds/list-certified-companies.html).

Letter of Bond Ability shall be issued to the Contractor and shall state that the Contractor is pre-qualified for bonding, include the single and aggregate bond limits that the bond company will support, and provide contact information of the bond agent or attorney-in-fact.

Failure to provide a Letter of Bond Ability as required will result in the Contractor's quote being deemed non-responsive.

QUOTATION INSTRUCTIONS:

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

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. Registered is considered when a SAM registration is marked "Active".

3. In accordance with FAR Clause 52.204-8(d), Representations and Certifications are to be completed in www.sam.gov.

NOTE: SAM.gov registration takes approximately 3 weeks (Unique Entity Identified (UEI) 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.

4. Provide business Unique Entity Identifier (UEI): _______________________________

5. Provide business CAGE code: __________________________________

6. 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.

Item Supplies/Service Quantity Unit Unit Price Amount

Contractor shall provide all labor, materials, equipment, and transportation to pave a turnaround area at the end of the south side campground access road at the Winhall Brook Camping Area, at Ball Mountain Lake, South Londonderry, VT in accordance with the Statement of Work.

Pricing Arrangement: Firm Fixed Price

1 Job

Contractor shall provide all labor, materials, equipment, and transportation to pave a parking area expansion at the end of the south side campground access road at the Winhall Brook Camping Area, at Ball Mountain Lake, South Londonderry, VT in accordance with the Statement of Work.

Pricing Arrangement: Firm Fixed Price

1 Job

Option Line Item

[Option] Contractor shall provide all labor, materials, equipment, and transportation to repair the pavement along the boat launch road at Ball Mountain Lake, Jamaica, VT in accordance with the Statement of Work.

Pricing Arrangement: Firm Fixed Price

1 Job

Section C - Description/Specifications/Statement of Work

STATEMENT OF WORK:

CAMPGROUND AND BOAT LAUNCH PAVING

U.S. ARMY CORPS OF ENGINEERS

BALL MOUNTAIN LAKE

JAMAICA, VERMONT

STATEMENT OF WORK

I. General

1. Scope - Furnish all labor, materials, and equipment necessary to complete the following preparation and asphalt installation work within the Winhall Brook Camping Area and Ball Mountain Lake project area:

a. Prepare existing gravel surfacing and earthen material within the indicated areas of the turnaround and parking area expansion at the end of the south side access road, to a depth suitable to accommodate new hot mix bituminous concrete pavement.

b. Provide and install new hot mix bituminous concrete pavement within the prepared areas of the turnaround and parking area expansion at the end of the south side access road.

c. The Government may choose to exercise the option of additional work for the repairs and preparation and installation of asphalt pavement within specified areas of the boat launch road at Ball Mountain Lake.

d. All work shall be performed in accordance with the following Statement of Work.

2. Location

a. The Winhall Brook Camping Area is located at 919 Winhall Station Road, South Londonderry, VT 05155.

b. Ball Mountain Lake is located at 88 Ball Mountain Lane, Jamaica, VT 05343.

3. Site Visit - Contact the Technical Point of Contact (TPOC) to arrange a site visit. The TPOC for the project is Natural Resources Specialist Connor Santee, (978) 318-8459 or Connor.S.Santee@usace.army.mil.

4. Schedule - The Contractor shall commence field work within 30 days after Notice to Proceed (NTP), prosecute work diligently, and complete all work no later than 90 days from NTP. The Contractor will coordinate with the Government for the estimated start date of field work. Work shall be performed Monday through Friday 7:00 AM to 3:30 PM unless otherwise approved by the TPOC. No work shall be done on weekends or Government holidays.

All pre-construction submittals shall be submitted within fourteen (14) days after NTP. The Government reserves up to fourteen (14) 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 ten (10) days of the Government's response, unless additional time is granted by the Government in writing.

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.pdf

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 TPOC 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.pdf

d. Site Safety and Health Officer (SSHO) Requirements The 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.pdf

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 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.

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. Pre-Construction Conference - Prior to the start of any work, the TPOC will schedule and conduct a "Pre-Construction 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 TPOC to outline the procedures that will be followed by the Government in its administration of the contract, and to discuss the performance that will be expected from the Contractor. This conference will allow the Contractor an opportunity to ask questions about the Government's administration and inspection of contract work or obtain other pertinent information that might be required. At the Pre-Construction conference the Contractor shall provide the name of the project superintendent with a telephone number for project coordination.

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

i. Authority of the TPOC and Quality Assurance Inspectors.

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

iii. Accident Prevention Plan and Activity Hazard Analysis

iv. Accident Reporting (ENG Form 3394)

v. Safety Data Sheet (SDS) requirements

vi. Contractor's Equipment

vii. Correspondence, Communication, Security and Administrative Procedures.

viii. Invoice and payment.

7. 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.

8. Security - The Contractor will comply with all established security policies at Ball Mountain Lake. Due to periods of heightened security that may affect the access to the areas covered under this contract, the Government reserves the right to close any property or portion of property and reschedule and/or cancel any subsequent work. The Contractor shall be given at least twenty-four (24) hours' notice of any such closure.

9. Area Closure and Traffic Control - Public vehicle and pedestrian access to the Winhall Brook Camping Area shall be closed for the duration of work outlined in this contract. Gates at both entrances will be closed as needed. Barriers and signage shall be placed at all entrances to the work area to inform the public of the work site and the associated hazards. These measures shall apply also to the Ball Mountain Lake boat launch road should that option be exercised.

10. Flooding - Ball Mountain Lake is a flood control project, and the work areas outlined in this contract are subject to flooding during periods of excessive rainfall. If such an event should occur, in-progress work shall immediately cease, and all equipment, materials, and personnel will be vacated from the area within twenty-four (24) hours' notice by the TPOC. When flooding ends and waters recede, the TPOC will notify the Contractor as areas reopen and work may resume.

11. Payment - After final inspection and acceptance by the Government, the Contractor must submit an invoice to the TPOC. The invoice shall include the invoice date, contract number, dates of work, 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 thirty (30) days the Contractor may request progress payment.

All invoices may be mailed to U.S. Army Corps of Engineers Ball Mountain Lake 88 Ball Mountain Lane Jamaica, VT 05343

Or emailed to connor.s.santee@usace.army.mil

II. Technical Requirements Part 1: General

1. Summary - Furnish all labor, materials, and equipment necessary to complete the following excavation and asphalt installation work within the Winhall Brook Camping Area and Ball Mountain Lake project area:

a. Prepare existing gravel surfacing and earthen material within the indicated areas of the turnaround and parking area expansion at the end of the south side access road, to a depth suitable to accommodate new hot mix bituminous concrete pavement.

b. Provide and install new hot mix bituminous concrete pavement within the prepared areas of the turnaround and parking area expansion at the end of the south side access road.

c. The Government may choose to exercise the option of additional work for the repairs and preparation and installation of asphalt pavement within specified areas of the boat launch road at Ball Mountain Lake.

d. All work shall be performed in accordance with the following Statement of Work.

2. 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 fourteen (14) 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 an acceptable form within ten (10) 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.

a. Pre-Construction Submittals - Submitted within fourteen (14) days of NTP. Submittals must be accepted prior to the commencement of any field work.

i. Accident Prevention Plan (ENG Form 6293)

ii. Activity Hazard Analysis

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

iv. CPR & First Aid Certification

v. Pre-Construction Survey of the roads

vi. Product Data: Submit product information and job mix formula.

vii. Material Certification: Certify products are produced at a plant approved by Vermont Agency of Transportation (VT AOT) and that products meet or exceed specified requirements.

viii. SDS (Safety Data Sheets) for all chemicals used on the project.

ix. Erosion and sediment control measures to include dips, water bars, culverts, silt fencing, check dams, filter socks, straw rolls, etc.

x. Site restoration plan to include conservation seed mix, erosion control matting, silt fencing, mulch hay, with locations and quantities for use in conformance with contact specifications.

xi. Spill response plan for petroleum, oils and lubricants and other hazardous materials.

xii. All Certifications and Licenses as determined by the Statement of Work.

b. Additional Submittals - To be submitted at completion of work and before final payment.

i. Waybills and Delivery Tickets: Submit certified waybills and certified delivery tickets for all aggregates and asphalt materials used in the actual work.

ii. Results of all laboratory and field tests.

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

a. VTrans Standard Specifications for Construction (2024)

b. American Society for Testing and Materials (herein after referred to as ASTM)

c. American Association of State Highway and Transportation Officials (herein after referred to as AASHTO)

4. Existing Conditions

a. The south side camping area is typically accessed via a single-lane bridge going over the Winhall River, measuring ten (10) feet wide with a 16-ton capacity. Larger equipment can access the south side camping area via Cohen Road after turning off Goodaleville Road in Rawsonville, VT.

i. Turnaround - The existing turnaround is a single-lane, unpaved loop located at the end of the south side access road and includes a connected approach to the West River Trail. This section has an approximate depth of 12-18 inches from surface to foundation, consisting solely of 1 inch minus gravel material.

ii. Parking Section - A small parking area is located along the main access road in front of campsite S70, just before the turnaround. The area on which this will be expanded onto is currently fine mowed lawn with unknown foundation.

b. Option Task: Boat Launch Road - The boat launch road is single-lane, paved road located 1 mile after the park office at Ball Mountain Lake.

Multiple areas of missing/degraded pavement have been filled in with 1-inch minus gravel to bring depressions to grade with the surrounding pavement.

Note: Refer to the attached informational photos.

5. 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.

6. 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 TPOC. All waste material will be disposed of offsite in accordance with all Federal, State, and local regulations.

7. Environmental Protection - Containers for excess and/ or waste materials, rubbish, etc. shall be provided by the Contractor, and the site will be inspected/cleaned on a daily basis. Water, air, and land resources shall not be adversely impacted during the course of the work. 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 fifty feet (50') from any drainage inlets, water bodies (rivers, streams, and lakes), environmentally sensitive areas (wetlands and vernal pools). Contractor will take necessary steps to ensure all Federal, State, and local environmental regulatory requirements are met.

8. Sustainability & Environmentally Preferred Products - Under the Comprehensive Procurement Guidelines (CPG) program, the Environmental Protection Agency (EPA) designates products that are or can be made with recovered materials and recommends practices for buying these products.

Any designated product that is being offered or supplied under this contract shall meet the minimum recommended content levels as identified under the CPG program. Visit https://www.epa.gov/smm/comprehensive-procurement-guideline-cpg-program for a complete list of designated products and the associated recommended contents levels. Offerors must be able to demonstrate that each offered products meets minimum content levels upon request.

The United States Department of Agriculture (USDA) designates certain bio-based products for Federal procurement and specifies minimum bio-based content levels for those products. Any designated product that is being offered or supplied under this contract shall meet USDA BioPreferred's minimum bio-based content level. Visit the BioPreferred web site https://www.biopreferred.gov/BioPreferred/faces/pages/ProductCategories.xhtml for the complete list of designated products and the associated minimum bio-based content level requirements.

9. 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.

10. 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, water, electricity, telephone services, or other resources.

11. Damage to Government and Private Property - The Contractor shall be responsible for restoring all Government facilities or structures damaged as a result of the Contractor's operation. The Contractor shall also be responsible for any damage to private property or injury to any person as a result of the Contractor's operation. The Contractor shall notify the Project Manager immediately of damage to Government and private property and injury to any person resulting from the Contractor's operation. Also, the Contractor shall notify the TPOC of damage to Government facilities due to vandalism or other causes on the day such damage is first noticed. Trucks and/or trailers will be driven on existing roads only and not across or through park areas to facilities. The Contractor shall also restore landscape features (shrubs, flowers, grasses, etc.), which are damaged or destroyed by the Contractor's operation. Damaged or destroyed grass areas shall be re-planted as directed by the TPOC, and shrubs and flowers which are damaged or destroyed shall be replaced from nursery stock of like size and kind.

12. Contractor's Personnel

a. Minimum Personnel Requirements - The Contractor shall provide an adequate number of fully qualified personnel to perform the specified work 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 the Code of Federal Regulations Title 36, Chapter III, Part 327, and all, 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 TPOC may require the Contractor to immediately remove from the work site any employee of the Contractor or subcontractor, who, in the opinion of the TPOC, is incompetent, 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.

13. 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.

14. 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.

15. 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.

Part 2: Products

All materials supplied by Contractor shall be new, unused, and approved by the TPOC prior to installation.

1. Bituminous Concrete Pavement - Materials for the bituminous concrete pavement materials and mixtures shall be obtained from a supplier regularly producing bituminous concrete that is in accordance with and meets the requirements of Section 406 of the VTrans Standard Specifications.

The binder course and wearing course shall conform to the applicable requirements of Section 406 of the VTrans Standard Specifications. Approval of the mix design shall be contingent upon the conformance of the completed asphalt pavement mix to the specification requirements, including adherence to the supplier's current job mix formulas within specific tolerance limits.

a. Binder Course - The bituminous concrete binder course shall conform to the applicable requirements of Section 406 of the VTrans Standard Specifications. The gradation of the aggregate shall conform to Table 704.01A of Section 704.01 of the Standard Specifications.

b. Wearing Course (Topcoat) - The bituminous concrete wearing course shall conform to the applicable requirements of Section 406 of the VTrans Standard Specification. The gradation of the aggregate shall conform to Table 704.01A of Section 704.01 of the Standard Specifications

c. Asphalt Binder - The asphalt binder shall be Performance Graded (PG) and conform to the applicable requirements of Section 702.01 of the VTrans Standard Specifications. The asphalt binder's average maximum pavement temperature shall be no less than 58C, and the average minimum pavement temperature shall be no greater than -28C.

d. Tack Coat - The tack coat shall be emulsified asphalt conforming to ASTM D977 grade RS-1.

2. Base Course Material - Base Course Material shall conform to the requirements of Section 704.05 and Table 704.05A of the VTrans Standard Specifications for Fine Graded Crushed Gravel for Subbase materials.

3. Shouldering Material - Material for shoulders of completed pavement will be crushed stone gravel measuring one (1) inch in diameter.

4. Erosion Control - Erosion control measures shall be completed and maintained in compliance with Section 105.23 of the VTrans Standard Specifications.

Part 3: Execution

1. Quality Assurance

a. Manufacturer Qualifications - Engage a firm experienced in manufacturing asphalt pavement similar to that indicated for this Project and with a record of successful in-service performance.

b. Installer Qualifications - Engage an experienced installer who has completed hot-mix asphalt paving similar in material, design, and extent to that indicated for this Project and with a record of successful in-service performance.

2. Preparation Work

a. Site Preparation

i. Silt fence or other erosion control measures shall be established and maintained within the job site in compliance with Section 105.23 of the VTrans Standard Specifications.

ii. All areas adjacent to waterways shall be protected using approved silt fencing or other erosion control measures.

Note: The Contractor shall conduct periodic inspections of the silt fence to ensure the silt fence function and integrity is maintained during the duration of the contract. If the silt fence is damaged or breached, the Contractor shall repair, reinstall, or add addition silt fence as necessary before dumping or grading additional material.

b. Surface Preparation - Prior to the start of excavation operations, the existing surface materials shall be cleaned of any foreign materials, visible stones, and any vegetation. This shall be accomplished by blading and sweeping.

c. Material Removal - The existing materials in the indicated areas and shall be removed to a depth in accordance with Section 310 of the VTrans Standard Specification.

d. Grading

i. The base course material shall be graded so that the finished grade of the asphalt pavement is consistent with existing drainage patterns. The top grade of the compacted base course shall be three and a half inches (3.5") (plus or minus one half inch (0.5") below the top of the existing pavement grade. The Contractor is responsible for determining the grades of the existing pavement and the new work specified herein.

ii. Any base course material remaining at the completion of the project or is found not suitable for use in the work shall become the property of the Contractor and be disposed of off-site.

e. Gravel Base Material - If there is insufficient base course material to grade the subbase to the appropriate elevations, gravel base material shall be used and supplied by the contactor at no additional cost to the Government.

f. Compaction - The base course material will be wetted, as needed, and compacted with a power-roller weighing not less than ten (10) tons, or an equivalent vibratory roller. The base course material shall be compacted to a firm and even surface satisfactory to the TPOC. The density shall not be less than ninety-five percent (95%) of the maximum density in accordance with ASTM D 1557.

3. Bituminous Concrete Pavement

a. General

i. The base course shall be prepared as specified herein prior to placement of any bituminous concrete materials. No bituminous materials shall be placed on a surface of the base course that has been degraded due to weather. Do not apply bituminous concrete materials if the base course material is frozen, wet, or damp. Refer to Section 406.07 of the VTrans Standard Specifications for additional details involving weather and seasonal limitations for applying bituminous material.

ii. The asphalt paving equipment, weather limitations, job mix formula, mixing, construction methods, compaction, finishing, tolerance, and protection shall conform to the requirements of the appropriate sections of the VTrans Standard Specifications for the type of material specified.

iii. Both the turnaround and parking area extension shall receive a two inch (2") compacted thickness binder course and one and a half inch (1-1/2") compacted thickness wearing course. The surface of the completed bituminous pavement shall conform to the elevations, grades, and crowning of the existing road with a tolerance of plus or minus one half inch (0.5").

b. Placing Bituminous Concrete Pavement

i. The base course shall be prepared and compacted to the density specified herein and in such a manner to ensure that the grades and elevations of base course are correct.

ii. Unless otherwise directed, bituminous concrete pavement shall not be placed when the air temperature is below 40 degrees F.

iii. Bituminous concrete pavement shall be constructed in accordance with the specified construction methods of Section 406 of VTrans Standard Specifications.

iv. Place the binder course in one (1) two inch (2")-thick layer and wearing course in one (1) one and a half (1-1/2")-thick layer. The thicknesses shall not be less than indicated after compaction. The density of the completed pavement shall conform to the requirements stated herein.

v. Prior to placing the wearing course, verify that the binder course is compacted to the specified thickness and density.

vi. Prior to placement of wearing course, a tack coat shall be applied to the surface of the new binder course. The tack coat shall be applied at a uniform rate of approximately 0.05 gallons per square yard. The binder course shall be cleaned of all foreign matter and loose material and shall be dry prior to placing the tack coat. The temperature of the emulsion shall range between 75 degrees F and 130 degrees F at the time of application. The application shall be made just prior to placement of the wearing course and shall progress sufficiently ahead of the paving so that the surface of the binder course remains "tacky." Tack coat shall not be applied when weather conditions would prevent the proper application and curing of the tack coat. The tack coat shall be uniformly applied with an approved applicator.

vii. Where new asphalt pavement meets the existing asphalt pavement, provide a transition area over a minimum of ten (10) feet to provide a smooth transition of new to existing asphalt pavement, if needed.

c. Junction of Bituminous Concrete Pavement with Existing Pavement

i. The existing asphalt pavement at the start and end of work shall be saw cut to provide a near vertical surface and straight lines to the full depth of the existing asphalt pavement.

ii. The joint between the new and existing asphalt pavement shall be made to conform with Section 406.09(d) of the VTrans Standard Specifications.

iii. All edges of the existing pavement shall be coated with tack coat material prior to placement of any new bituminous concrete pavement.

d. Correcting Deficient Areas

i. Mixtures that become contaminated or are defective shall be removed to the full thickness of the course.

ii. Edges of the area to be removed shall be cut so that sides are perpendicular and parallel to the direction of traffic and so that the edges are vertical.

iii. Edges shall be sprayed with tack coat. Fresh paving mixture shall be placed in the excavated areas in sufficient quantity so that the finished surface will conform to the lines and grade, and smoothness requirements.

iv. Asphalt paving mixture shall be compacted to the density specified herein. Skim patching of an area that has been rolled is not permitted.

4. Material for Shoulders

a. General - Place one (1) foot wide shoulders along the outside edge of the turnaround using gravel material no more than one (1) inch in size to match the finish elevation of the new asphalt pavement.

b. Compaction - Areas of shoulder that cannot be compacted with a roller shall be compacted using alternate means of mechanical manipulation.

5. Field Sampling and Quality Control Testing

a. General

i. Field sampling and quality control testing shall be the responsibility of the Contractor and shall be performed at no additional cost to the Government. Testing shall be performed by an approved commercial testing laboratory, or by the Contractor subject to approval of the TPOC.

ii. Field sampling and testing shall be repeated as necessary or as directed by the TPOC to ensure the required thicknesses and compaction are being achieved and that the materials are in compliance with the specifications. Materials not properly placed or areas not properly compacted or not meeting grade and smoothness requirements shall be removed and replaced at no additional cost to the Government.

b. Bituminous Concrete Pavement

i. Grade and Surface Smoothness Tests - Comply with the requirements of divisions 400 and 700 of the VTrans Standard Specifications.

ii. Laboratory and Field Density Tests - Comply with the requirements of divisions 400 and 700 of the VTrans Standard Specifications.

iii. Reporting Test Results - Copies of all laboratory and field tests shall be submitted to the TPOC within twenty-four (24) hours of completion of the test. The recording forms shall include all data collected, calculations, final test results, compaction equipment, number of passes, layer thicknesses, recommendations and changes made in the field based on the test results, the weather conditions, type and number of tests, test instrument calibration data, and any other pertinent data. The Contractor shall maintain current copies of the test reports at the project field office for the duration of the project.

c. Option task: Boat launch Road- Over approximately 1/3 mile, remove damaged asphalt sections and dispose of properly off-site. The existing crushed gravel subbase shall be shaped and compacted to correspond with existing grades to provide a subbase that is in a smooth condition free of holes and ruts. All locations shall have a minimum of 3" compacted gravel subbase. Any additional gravel shall be supplied by the Contractor.

Asphalt shall be a 3" thick compacted wearing course. The thicknesses shall not be less than indicated after compaction.

NOTE: All specifications above shall apply to the Option task.

6. Final Products

a. Turnaround - The completed turnaround will feature:

a. A straight, rectangular section connected to the existing access road approaching the gate to the West River Trail, measuring approximately fourteen (14) feet in width and eighty-eight (88) feel in length, stopping approximately eighteen (18) feet before the gate.

b. A semicircle section of varying width; measuring approximately eighteen (18) feet wide at the conjunction with the main access road, and approximately thirty-two (32) feet wide at the conjunction with the approach section to the West River Trail. The turnaround will measure approximately one hundred eighty-five (185) feet along the outside curve, and approximately one hundred nineteen (119) feet along the inside curve.

c. A gravel shoulder, one (1) foot in width, will be applied to the outside edge of the circle section of the turnaround.

b. Parking Area - The completed parking area expansion will measure twenty (20) feet in length from the northern edge of the existing pavement and maintain equal width. The completed short edge will be angled at one hundred-twenty-degrees (120) from the access road when completed, and measure approximately twenty-three (23) feet in length from the access road to the lawn.

c. Option: Boat Launch Road - The completed boat launch road will have all specified areas filled with bituminous asphalt pavement, matching the height and grade of the existing pavement.

i. Sections to be repaired:

a. Section one: Photo 10- Approximately fifty-five (55) feet in length and eight (8) feet in width, at largest point.

b. Section two: Photo 11- Approximately forty-seven (47) feet in length and three (3) feet in width, at largest point.

c. Section three: Photo 12- Approximately sixty-seven (67) feet in length and three (3) feet in width, at largest point.

d. Section four: Photo 13- Approximately sixteen (16) feet in length and nine (9) feet in width, at largest point.

e. Section five: Photo 14- Approximately nine (9) feet by four (4) feet by five (5) feet, at largest point, in triangle shape.

7. Final Clean-up

a. Remove all debris, rubbish, and excess material from the work area.

b. All excess gravel and earthen materials removed during excavation will be moved by the Contractor to a location onsite specified by the TPOC.

Requirements Campground and Boat Launch Paving, Ball Mountain Lake, Jamaica, VT

Product Service Code: Y1LB

Product Service Code: Y1LB

Option Line Item

Product Service Code: Y1LB

Section E - Inspection and Acceptance

FAR Clauses Incorporated by Reference

Number Title Effective Date

Alternate/ Deviation

Variation Effective Date

52.246-12 Inspection of Construction. Aug 1996

Overall Contract Inspection/Acceptance Locations

Inspection and Acceptance Location

Both Destination Instructions: ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STATEMENT OF WORK AND

CONTRACTOR PROVIDED QUOTE.

DoDAAC: 961613 CountryCode: USA

CORPS OF ENGINEERS NEW ENGLAND DIST

WINHALL BROOK CAMPING AREA, 919 WINHALL STATION ROAD

SOUTH LONDONDERRY, VT 05155

UNITED STATES

Inspection and Acceptance Location

Both Destination Instructions: ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STATEMENT OF WORK AND

CONTRACTOR PROVIDED QUOTE.

DoDAAC: 961613 CountryCode: USA

CORPS OF ENGINEERS NEW ENGLAND DIST

WINHALL BROOK CAMPING AREA, 919 WINHALL STATION ROAD

SOUTH LONDONDERRY, VT 05155

UNITED STATES

Option Line Item

Inspection and Acceptance Location

Both Destination Instructions: ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STATEMENT OF WORK AND

CONTRACTOR PROVIDED QUOTE.

DoDAAC: 961601 CountryCode: USA

CORPS OF ENGINEERS NEW ENGLAND DIST

PROJECT MANAGER BALL MOUNTAIN LAKE, ROUTE 30

JAMAICA, VT 05343

UNITED STATES

Section F - Deliveries or Performance

Line Item Delivery Schedule Quantity Address and POC

Delivery Schedule From date of lead time event to completion of performance 90 Calendar Days Date of Notice to Proceed Receipt

1 Job Place of Performance DoDAAC: 961613 CountryCode: USA

CORPS OF ENGINEERS NEW ENGLAND DIST

WINHALL BROOK CAMPING AREA, 919

WINHALL STATION ROAD

SOUTH LONDONDERRY, VT 05155

UNITED STATES

CONNOR S. SANTEE, DELIVER_TO_EMP_ID_NO

Email: connor.s.santee@usace.army.mil Telephone: 978-318-8459

Delivery Schedule From date of lead time event to completion of performance 90 Calendar Days Date of Notice to Proceed Receipt

1 Job Place of Performance DoDAAC: 961613 CountryCode: USA

CORPS OF ENGINEERS NEW ENGLAND DIST

WINHALL BROOK CAMPING AREA, 919

WINHALL STATION ROAD

SOUTH LONDONDERRY, VT 05155

UNITED STATES

CONNOR S. SANTEE, DELIVER_TO_EMP_ID_NO

Email: connor.s.santee@usace.army.mil Telephone: 978-318-8459

Option Line Item

Delivery Schedule From date of lead time event to completion of performance 90 Calendar Days Date of Notice to Proceed Receipt

1 Job Place of Performance DoDAAC: 961601 CountryCode: USA

CORPS OF ENGINEERS NEW ENGLAND DIST

PROJECT MANAGER BALL MOUNTAIN LAKE,

ROUTE 30

JAMAICA, VT 05343

UNITED STATES

CONNOR S. SANTEE, DELIVER_TO_EMP_ID_NO

Email: connor.s.santee@usace.army.mil Telephone: 978-318-8459

Section G - Contract Administration Data

DFARS Clauses Incorporated by Reference

Number Title Effective Date

Alternate/ Deviation

Variation…