B.08.02 - Solicitation W912DQ22B1042.pdf

The US Army Corps of Engineers, Kansas City District, is in need of construction services for installation activites of electrical distribution panels, R.V. pedestals, w ire, conduit, pull boxes, trenching/boring, and all incidental materials. Work also includes installation of w ater lines to the campsites, grading and rock placement to campsites at Long Shoal at Harry S. Truman Lake.

X

LAURA HEDRICK (816) 389-3023

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

17-Aug-2022

(RFP)

(IFB)

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______10 calendar days and complete it w ithin ________180 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________52.211-10

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________16 Sep 2022 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time of fers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______60 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

USACE, KANSAS CITY +

FEDERAL BLDG, CT-C +

601 E 12TH ST RM 647

KANSAS CITY MO 64106-2896

W912DQ

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

01:00 PM (hour)

Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

816-389-2029/2030FAX:TEL: 816-389-3812 TEL: FAX:

W912DQ22B1042 56

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

W912DQ22B1042

Section 00 10 00 - Solicitation

CAUTION PAGE!

BEFORE SIGNING AND EMAILING YOUR BID, please take note of the following, as failure to perform any one of these actions may cause your bid to be rejected.

1. AMENDMENTS: Have you acknowledged receipt of ALL Amendments? If in doubt as to the number of amendments issued, please contact our office.

2. AMENDED PAGES: If any of the Amendments furnished amended bid pages, the amended bid pages must be used in submitting your bid.

3. BID GUARANTEE: Sufficient bid guarantees should be submitted using the latest version of Standard Form (SF) 24 and must be furnished with your bid, if your bid exceeds $150,000.

4. MISTAKE IN BID: Have you reviewed your bid prices for possible errors in calculations or work left out?

5. FACSIMILE BIDS AND MODIFICATIONS: Will not be considered.

6. BUY AMERICAN ACT: All bidders are cautioned that, prior Government conduct notwithstanding, the Contractor's selection of a domestic construction material which would require the subsequent selection of a foreign construction material for compatibility is not a justification for waiver of the Buy American Act. It is the Contractor's responsibility to verify, prior to submitting the materials for approval, which each system can be built to meet the contract specifications without the use of foreign construction materials.

7. SUBMISSION OF BIDS: Due to the COVID-19 Global Pandemic, the Government is taking precautions to ensure the safety and health of all Contractors and Government employees. Electronic bids are REQUIRED. Mailed and hand-delivered bids are NOT ALLOWED. The Contractor is required to ensure that the bid is legible and complete. Bid bonds shall be copied to where the seals are legible.

To submit your bid electronically, email your bid to Contract Specialist Laura Hedrick (Laura.L.Hedrick@usace.army.mil) and Contracting Officer Joshua Higginbotham (Joshua.M.Higginbotham@usace.army.mil). Keep in mind that due to email safeguards and the size of your bid package, emails may not be received immediately by the Government; therefore, make sure to email bid packages at least an hour before the time specified in the solicitation to ensure there was adequate time to receive bids. If bid packages are not received by the Government recipient by the date and time specified, it may be considered late.

Refer to FAR 52.214-7 for how late bid packages are handled.

As another precaution, the conference room will be closed off to the public for viewing, but there will be a conference phone line available for all who are interested in attending the bid opening. The following information will be needed if you would like to call in for the bid opening:

Conference Line Number: (844) 800-2712 Access Code: 199 42 7177 Security Code: 1234

If you have any questions, or cannot gain access to the conference line, contact Contract Specialist at (816) 389- 3023.

8. SYSTEM FOR AWARD MANAGEMENT (SAM): In accordance with FAR 52.204-7, by submission of a bid, the bidder acknowledges the requirement that a prospective awardee shall be registered in the SAM database prior to award, during performance and through final payment of any contract resulting from this solicitation. If the bidder does not become registered in the SAM database in the time prescribed by the Contracting Officer, the Contracting Officer will proceed to award to the next otherwise successful registered bidder. Bidders may obtain information on registration and annual confirmation requirements via the SAM database accessed through https://www.sam.gov/SAM/. It is highly encouraged that all prospective bidders start their SAM registration process as soon as possible. SAM.GOV REGISTRATION IS FREE OF CHARGE.

PER FAR 4.1102(a), BIDDERS MUST BE REGISTERED IN THE SAM DATABASE AT THE TIME A BID

IS SUBMITTED. AFTER A BID IS SUBMITTED AND AN BIDDER IS FOUND NOT REGISTERED IN

THE SAM DATABASE, THE CONTRACTING OFFICER MAY PROCEED WITH AWARD TO THE

NEXT SUCESSFUL CONTRACTOR.

If you were not previously registered, please go to https://www.sam.gov/SAM/. Instructions for new registration are also located at the following link:

https://www.sam.gov/SAM/transcript/Quick_Guide_for_Contract_Registrations.pdf to register.

PLEASE NOTE: OFFERORS ARE REQUIRED TO FILL OUT ALL NECESSARY AND REQUIRED

PROVISIONS OR CLAUSES THAT ARE ASSOCIATED WITH THIS CONTRACT. IF YOUR SAM

REGISTRATION DOES NOT SHOW COMPLETED FILL-IN PROVISIONS AND CLAUSES THAT ARE

ASSOCIATED WITH THIS CONTRACT, THE FILL-IN PROVISIONS AND/OR CLAUSES SHALL BE

COMPLETED AND SUBMITTED WITH YOUR BID PACKAGE.

If you have questions about Government procurements in general or need assistance in the preparation of your bid, a local Procurement Technical Assistance Center (PTAC) may be able to help. The Procurement Technical Assistance Program was authorized by Congress in 1985 in an effort to expand the number of businesses capable of participating in the Government marketplace. To locate a PTAC near you, go to http://www.aptac-us.org/sam-registration/. THIS IS A FREE SERVICE BY A NON PROFIT PAID FOR BY THE U.S. GOVERNMENT.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job Longshoal Electrical Installation

FFP

The work covered by this contract will consist of furnishing all equipment, labor, operators, supervision/site superintendent, quality control, supplies, materials, and incidentals necessary to satisfactorily perform and provide construction for the Harry S. Truman Lake Longshoal Electrical Installation per the scope of work attached to this contract.

FOB: Destination

PSC CD: Y1PA

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002 1 Job Longshoal Waterline Installation

FFP

The work covered by this contract will consist of furnishing all equipment, labor, operators, supervision/site superintendent, quality control, supplies, materials, and incidentals necessary to satisfactorily perform and provide construction for the Harry S. Truman Lake Longshoal Waterline Installation per the scope of work attached to this contract.

PSC CD: Y1PA

NET AMT

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 180 dys. ANP 1 USACE, KANSAS CITY +

ROGER WETER

HARRY S TRUMAN PROJECT OFFICE

15968 TRUMAN R

WARSAW MO 65355

816-389-3280

966475

0002 180 dys. ANP 1 (SAME AS PREVIOUS LOCATION)

966475

SCOPE OF WORK

DIVISION 01 – GENERAL REQUIREMENTS

DESCRIPTION OF WORK AND GENERAL REQUIREMENTS

July 28, 2022

1. GENERAL

The work covered in this section is outlined as a summary of work requirements common to all the work and the locations and items of work involved. Specific requirements for materials, processes, performance, quality, and installation are provided under the technical sections of these specifications.

1.1 DESCRIPTION OF WORK

The U.S. Army Corps of Engineers (USACE), Harry S Truman Dam & Reservoir, has a need for replacing/upgrading

(20) campsites to include electrical and water supply service distribution systems at Long Shoal Public Use Area

(PUA).

Work includes installation of water mains, water service lines, water hydrants, electrical distribution panels, transformers, R.V. pedestals, wire and conduit and pull boxes; trenching/boring; and installation of all incidental materials to complete the work. Work also includes grading and rock placement to campsites. Provide in proposal all plant, labor, equipment, and all materials (not listed as Government Furnished) necessary for a complete installation.

Various Government Furnished Material will be provided.

1.2 LOCATION

Long Shoal PUA 12733 Long Shoal Park Road Warsaw, MO 65355

1.3 POINT OF CONTACT

Roger Weter Civil Engineer Technician 15968 Truman Road, Warsaw, Mo 65355 816-389-3280 (Desk) 816-812-9532 (Cell) roger.j.weter@usace.army.mil

Alternate Contact Rachel Donatti Civil Engineer Technician Lead 15968 Truman Road, Warsaw, Mo 65355 816-389-3606 (Desk) 660-287-7194 (Cell) rachel.r.donatti@usace.army.mil

1.4 WORK HOURS

The standard workday is 7:00am to 4:30pm Monday thru Friday, excluding Federal holidays. Work hours may be adjusted with approval of the Contracting Officer Representative (COR) or Operations Project Manager. Work will not be allowed on weekends unless approved in advance by the COR.

1.5 SITE VISITS

Contractors are encouraged to complete a site visit to the project prior to submitting a proposal. Refer to clause 52.236- 27 Site Visit (Construction) (Feb 1995) in solicitation for details for arranging site visits.

1.6 CONTRACTOR QUALITY CONTROL (CQC)

1.6.1 General CQC Instructions

Provide and maintain an effective Quality Control Program that complies with the “Inspection of Construction” clause of the contract. Contractor is to manage their operations in such a manner as to control the quality of work being performed to meet their obligations under the terms of the contract. At the Pre-Construction Conference the Contractor will illustrate their proposed plan for quality control. When the plan is both plausible and in conformance with contract requirements, the COR, subject to satisfactory application and results during the construction phases, will issue a tentative approval in writing. Any changes to the approved plan, personnel, or procedures desired by Contractor require the prior written approval of the COR.

No construction is to be started until the plan has been tentatively approved.

1.6.2 Quality Control Testing and Reporting

Contractor shall maintain a Quality Control organization to perform or have performed tests and inspections as required to ensure that the workmanship and materials are in accordance with the referenced quality standards, contract drawings and specifications.

At the Pre-Construction Conference, the Government will furnish the required format for the Contractor to use for the Daily Quality Control Report. Contractor may use their own Daily Quality Control Report form provided it possesses the minimum required features as shown in the Government provided format.

1.7 SUBMITTALS

Government approval is required for submittals. Allow 15 business days (Monday-Friday) for Government review of submittals prior to commencement of work specific to that submittal. Rejected submittals must be resubmitted and approved within 15 business days (Monday-Friday). Approval of submittals does not indicate a complete check or relieve the Contractor of any contractual requirements. Contractor shall not use submittals as alternate means for requests for information. A comprehensive list or submittal register defining all the required submittals will be provided in the contract documents.

1.7.1 Format of Submittals

Contractor shall use ENG Form 4025-R, March 2012 that can be found here:

http://www.publications.usace.army.mil/Portals/76/Publications/EngineerForms/Eng_Form_4025-R.pdf.

Transmittals shall be numbered. Revised submittals shall include designations to indicate original submittal number and revision number. One (1) copy of each submittal shall be submitted as noted.

1.7.2 Submittal Routing

Submittals shall be routed electronically or hard copy to the USACE Points of Contact as specified in the contract document.

POC:

Roger Weter Civil Engineer Technician 15968 Truman Road, Warsaw, Mo 65355 816-389-3280 (Desk) 816-812-9532 (Cell) roger.j.weter@usace.army.mil

Alternate Contact Rachel Donatti Civil Engineer Technician Lead 15968 Truman Road, Warsaw, Mo 65355

816-389-3606 (Desk) 660-287-7194 (Cell) rachel.r.donatti@usace.army.mil

1.7.3 Preconstruction Submittals

Preconstruction submittals are required to be submitted and approved prior to the start of construction. Preconstruction submittals must include, but not be limited to, the following:

a. Baseline Construction Schedule/sequence of work

b. Contractor’s Quality Control (QC) Plan

c. Accident Prevention Plan (APP)

d. Activity Hazard Analysis (AHA)

e. Certificate of Insurance

f. Product Data Submittals

g. Schedule of Values for each Activity

h. Concrete Mix Design/Specifications

i. Electrician Certification

1.7.4 Shop Drawings

Contractor to supply red-line drawings on the supplied plans and documentation-submitted as paper and/or CADD drawings. Drawings will not be to scale; however, Contractor will locate and mark the underground location of all electrical wire and assist Government Representative with GIS mapping.

1.7.5 Product Data

Contractor to submit spec sheets for equipment/material for prior approval. Refer to Section 2. Material for list.

1.7.6 Certificates

Submit Contractor’s electrical qualifications.

1.7.7 Test Reports

Test Reports may include, but not be limited to, the following:

a. Functional test report on electrical system.

b. Pressure test on water system

c. Daily logs and checklists.

d. Monthly Exposure Reports

1.7.8 Closeout Submittals

Documentation to record compliance with technical or administrative requirements and special requirements necessary to properly close out the contract.

a. As-Built Drawings (Red Lines)

b. Warranty letter after final acceptance

1.8 PERIOD OF PERFORMANCE

All work must be completed within the Period of Performance as specified in clause 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK.

1.9 MEASUREMENT AND QUANTITIES

The Contractor shall verify all measurements at the project site and shall be responsible for all dimensions and the proper installation of all materials and equipment specified.

1.10 PERMITS

The Contractor shall be responsible for obtaining any required permit.

1.10.1 Hot Work Permit

The Contractor shall be liable for any fire loss to Government property attributable to negligence on the part of the Contractor, including failure to comply with fire prevention measures prescribed by terms of this contract.

1.11 SAFETY REQUIREMENTS

1.11.1 Protection From Hazards

During progress of work, the Contractor shall protect all personnel, whether Government or civilian, from all safety hazards caused by the construction operations.

1.11.2 Traffic Control

Contractor shall provide all temporary signs and markers as necessary to maintain safety in the worksite. When working in the traveled way, the Contractor shall provide adequate and suitable barriers, signs, warning lights, flaggers, and all other equipment necessary to direct and reroute traffic and protect the public from moving or stationary vehicles, equipment, and materials, and other obstructions. All barricades, signs, lights, and other protective devices shall be installed and maintained in conformity with applicable statutory requirements and the latest edition of the "Manual on Uniform Traffic Control Devices." One lane of traffic shall always remain open unless otherwise approved in advance by the COR.

The campsite upgrade area will be closed for usage; however, remainder of campground is open and construction area may encounter pedestrian traffic which will require control by Contractor. Contractor responsible for barriers to campsite area and signage related to work zone area.

1.11.3 U.S. Army Corps Of Engineers Safety And Health Requirements Manual, EM 385-1-1 (2014)

EM 385-1-1 and its changes are available at http://www.hq.usace.army.mil (at the HQ homepage, select Safety and Occupational Health). Select the appropriate manual. The Contractor shall be responsible for complying with the current edition and all changes posted on the web as of the effective date of this solicitation.

2014 Version:

http://www.usace.army.mil/SafetyandOccupationalHealth/EM38511,2008BeingRevised.aspx

1.11.3.1 Accident Prevention Plan

Contractor shall prepare a site-specific Accident Prevention Plan (APP). Prepare the APP in accordance with the format and requirements of USACE EM 385-1-1. Cover all paragraph and subparagraph elements in USACE EM 385-1-1, Appendix A, "Minimum Basic Outline for Accident Prevention Plan". The APP shall be job-specific and address any unusual or unique aspects of the project or activity for which it is written.

1.11.3.2 Activity Hazard Analysis

USACE uses the Activity Hazard Analysis (AHA) as part of a total risk management process. Contractors may use the AHAs or their own version of Job Safety Analyses (JSAs), Job Hazard Analyses (JHAs), or similar Risk Management assessment tools. These documents are considered equivalent to, and acceptable substitutes for, the USACE’s AHA provided the data collected is the same as that required by the AHA.

1.12 CONSTRUCTION SCHEDULE REQUIREMENTS

1.12.1 Pre-Construction Schedule Requirement

Prior to the start of work, prepare and submit to the COR a Baseline Construction Schedule for review. The approval of a Baseline Construction Schedule is a condition precedent to:

a. The Contractor starting work.

b. Processing Contractor's invoice(s) for construction activities/items of work.

c. Review of any schedule updates.

Submittal of the Baseline Construction Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets the requirements of the Contract Documents, represents the Contractor's plan on how the work will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

1.12.1.1 Holiday Restrictions

No work on Federal Holidays- New Years, Martin Luther King Day, Presidents Day, Memorial Day, Juneteenth, Fourth of July, Labor Day, Columbus Day, Veterans Day, Thanksgiving Day, and Christmas Day.

1.12.1.2 Schedule Constraints by Work Activity

The requirement for scheduling in advance of each work activity varies based on the date of the scheduled work activity, site location, and the type of work. Work activities that require limiting or restricting public vehicle access shall be coordinated closely with the COR and Lake Project personnel and Contractor shall provide advanced notice of at least (14) calendar days for all scheduled work activities.

Onsite work is to be scheduled to start on September 7, 2022, all material required to be secured before start date.

1.13 SPECIAL REQUIREMENTS

Site specific special requirements will be specified, as necessary, in the contract documents.

1.14 WARRANTY

Warranty and Walk Thru- Everything described in this Scope of Work will be guaranteed for one year from the date of completion to be free of any problems, or break downs due to poor workmanship including, but not limited to, settling of disturbed areas. After Final Acceptance of the work prior to final payment all equipment manuals, keys, as-built’s and warranty information will be turned over to the Government. At eleven (11) months after final inspection a warranty inspection will be scheduled by the Government to identify any warranty issues as related to the work included in this contract. The date of warranty inspection will be coordinated with the Contractor for attendance.

1.15 SECURITY

1.15.1 Contractor must provide security of Government Furnished Material once material is issued.

1.15.2 In unoccupied facilities, the Contractor shall be responsible for the security of the facility, i.e., all exterior doors shall be locked, windows closed and locked, etc.

1.15.3 The Contractor shall not be on site without prior notification to the Corps of Engineers COR or otherwise designated person(s).

1.15.4 Contractor personnel shall have valid civilian ID's and Contractor vehicles shall have a valid registration.

1.16 ANTITERRORISM/OPERATION SECURITY REQUIREMENTS

1.16.1 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 (e.g., 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 clause of this contract, should the 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.

1.16.2 All contract personnel requiring physical access to a federal installation or facility shall comply with the access control procedures of that location. Contract personnel requiring unescorted access to meet contract performance requirements on a DoD installation in the US shall be vetted by the installation/facility Provost Marshal/Directorate of Emergency Services/Security Office using the National Crime Information Center-Interstate Identification Index (commonly referred to as “NCIC-III”) and Terrorist Screening Database (commonly referred to as “TSDB”). Contract personnel shall comply with all personal identity verification requirements specified in installation/facility policies and procedures. Contract personnel who do not meet requirements for unescorted access to USACE facilities shall coordinate escorted access with the Government representative, as needed. Contract personnel who receive keys, access cards, or lock combinations that provide access to government-owned property shall comply with key and lock control procedures of the RA.

1.16.3 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.

1.16.4 Contractors shall comply with the requirements set forth in FAR clause 52.222-54 Employment Eligibility Verification and FAR Subpart 22.18 in using the E-Verify Program at (https://www.e-verify.gov/) (website subject to change) to meet the contract employment eligibility requirements. Contractors are encouraged to cooperate with Federal and State agencies responsible for enforcing labor requirements to include eligibility for employment under United States immigration laws in accordance with FAR 22.102-1(i). An initial list of verified/eligible candidates shall be provided to the COR no later than three business days after the initial contract award. When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, and submit it to the Contracting Officer to become part of the official contract file.

1.16.5 All contract employees, including subcontractor employees who are not in possession of the appropriate security clearance, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas.

1.17 WORKSITE HOUSEKEEPING

1.17.1 Provide removal of all trash and disposal material from the worksite before the end of each day; to the extent it is consistent with standard construction practices on Government work sites. The Contractor must provide a work site in a condition that will prevent damage or injury to person or property, Government or otherwise. The above precautions shall include protection from weather conditions. The Contractor shall be responsible for all damages caused by the negligent acts or omissions of their employees, sub-contractors, or agents during contract performance.

1.17.2 Materials to be used within 1 week of delivery and scrap material to be used as work progresses shall not be required to be in screened area. However, all such items shall be placed in an orderly manner (i.e. dirt, rock, etc., in piles and stackable items such as pipe, brick, lumber, etc., stacked off the ground on pallets in an orderly manner).

1.18 RESPONSIBILITY FOR DAMAGE

1.18.1 Damage to Personal Property

The Contractor shall be solely responsible for all damage to Government and occupant personal property caused by the Contractors' personnel, subcontractors, his agents, or by the performance of his work.

1.18.2 Damage by Negligence

Damage resulting in gas leaks, electrical outages, loss of heat during cold weather, water leaks, unsecured facilities, weather damage, or oil/hazardous waste spills shall be responded to by the Contractor within 2 hours and repaired within one workday. If the Contractor fails to comply with these requirements, the Government reserves the right to repair the damage and charge the cost to the Contractor. Contractor shall protect all areas through which he will be transporting demolition debris or construction materials. Any damaged turf, sidewalks, roads, vegetation, site amenities, etc., shall be replaced or repaired by the Contractor prior to final Contract closeout.

1.19 DISPOSAL OF MATERIAL

All materials removed and not reused or designated as salvage material in this project shall become the property of the Contractor, unless otherwise specified, and shall be the Contractor's responsibility for lawful disposal.

1.19.1 All other wastes generated during Contractor operations shall be disposed of by the Contractor at his/her expense.

1.19.2 Solid wastes (excluding clearing debris) shall be placed in containers which are emptied on a regular schedule. Handling, storage, and disposal shall be conducted to prevent contamination. Segregation measures shall be employed so that no hazardous or toxic waste will become co-mingled with solid waste. The Contractor shall transport solid waste off Government property and dispose of it in compliance with Federal, State, and local requirements for solid waste disposal. A Subtitle D RCRA permitted landfill shall be the minimum acceptable off-site solid waste disposal option. The Contractor shall verify that the selected transporters and disposal facilities have the necessary permits and licenses to operate. The Contractor shall comply with Federal, State, and local laws and regulations pertaining to the use of landfill areas.

1.19.3 Wastes classified as hazardous wastes under the Resource Conservation and Recovery Act shall be disposed of, unless otherwise specified in this contract. No hazardous waste shall be disposed of without prior review of the disposal documents, and the approval of the Contracting Officer and the Directorate of Public Works Environmental Coordinator, or his designated representative. The Contractor shall provide an original copy of the disposal document from the approved EPA or State permitted disposal facility for each shipment of hazardous waste generated in this project to the Contracting Officers Representative.

1.19.4 Unified Facilities Guide Specifications (UFGS) 01572, “Construction and Demolition Waste Management,” indicates the Government policy is to “use all reasonable means to divert construction and demolition waste from landfills and incinerators and to facilitate their recycling and reuse.” The Contractor shall make all attempts to divert waste material from landfills in coordination of this guidance. Contractor is required to provide proof of diverting waste material from landfills by receipt and acceptance of recyclable waste by recycling and processing facilities licensed to accept them. Include manifests, weight tickets, receipts, and invoices.

1.20 TIME EXTENSIONS FOR UNUSUALLY SEVER WEATHER

1.20.1 This provision specifies the procedure for determination of time extensions for unusually severe weather in accordance with:

a. This provision specifies the procedure for section (d) of the CONTRACT CLAUSE 52.249-10 titled "Default

(Fixed Price Construction)". For the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

(1) The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

(2) The unusually severe weather must cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

b. The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and

Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all-weather dependent activities for the duration of the project.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORKDAYS BASED ON (5) DAY WORK WEEK

c. Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the duration of the contract, the Contractor shall record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical path activities for 50 percent or more of the Contractor's scheduled workday.

Jan Feb Mar Apr May June July Aug Sept Oct Nov Dec Project Location 6 6 5 5 7 6 5 6 5 6 5 6

d. Within ten days of the following month, the Contractor shall provide in writing a list of their proposed dates of the actual adverse weather delay days for each month. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph (b), above, the Contracting Officer will convert any qualifying delays to calendar days and issue a modification in accordance with the Contract Clause entitled "Default (Fixed Price Construction)". After the original contract completion date has passed, adverse weather that causes delay to the completion of the project will be granted day-for-day without deducting anticipated adverse weather delay days and will be converted from workdays to calendar days.

*Monthly anticipated weather delay days shall be adjusted proportionally if work is scheduled to be performed in a work week with greater than or less than a five-day work week. The following formula shall be used to adjust the monthly anticipated weather delays:

*Adjusted monthly anticipated weather delays = A multiplied by (B divided by C); where A = The monthly anticipated adverse weather delay for a particular month based on a five-day work week. B = The actual average number of days work is scheduled to be performed in a work week during that month. C = The number five (5) e.g., If the monthly anticipated adverse weather delay for January based on a five-day work week is 10 days, but the Contractor actually scheduled an average of a six-day work week for that month, the monthly anticipated weather delay would be adjusted by applying the above formula as follows: 10 x (6/5) = 12 days.

*Monthly anticipated weather delay days shall also be adjusted proportionally for those situations involving a fractional part of a month. Some examples are the month Notice to Proceed is acknowledged and the month of the original contract completion date. The following formula shall be used to adjust the monthly anticipated weather delays:

Adjusted monthly anticipated weather delays = D multiplied by (E divided by F); where D = The monthly anticipated adverse weather delay for a particular month.

E = The number of calendar days during that fractional part of a particular month.

F = The number of calendar days in that month. eg., The monthly anticipated adverse weather delay for the month is 9 days. The original contract completion date is on the twentieth (20th) day of a thirty (30) day month. The monthly anticipated adverse weather delay would be adjusted by applying the above formula as follows: 9 x (20/30) = 6 days.

1.21 ENVIRONMENTAL REQUIREMENTS

The Contractor shall minimize environmental pollution and damage that may occur as the result of construction operations. The environmental resources within the project boundaries and those affected outside the limits of permanent work shall be protected during the entire duration of this contract. The Contractor shall comply with all applicable environmental Federal, State, and local laws and regulations. The Contractor shall be responsible for any delays resulting from failure to comply with environmental laws and regulations. During Construction, the Contractor shall be responsible for identifying, implementing, and submitting for approval any additional requirements for environmental compliance.

No clearing of trees will occur between 1 April and 31 October.

The Contractor shall be responsible for providing erosion and sediment control measures in accordance with Federal, State, and local laws and regulations. The erosion and sediment controls selected and maintained by the Contractor shall be such that water quality standards are not violated as a result of the Contractor's construction activities. The area of bare soil exposed at any one time by construction operations should be kept to a minimum. The Contractor shall construct or install temporary and permanent erosion and sediment control best management practices (BMPs).

BMPs may include, but not be limited to, vegetation cover, stream bank stabilization, slope stabilization, silt fences, construction of terraces, interceptor channels, sediment traps, inlet and outfall protection, diversion channels, and sedimentation basins. Any temporary measures shall be removed after the area has been stabilized.

1.22 PREWORK CONFERENCE

The Contractor agrees to attend any post award conference convened by USACE in accordance with Federal Acquisition Regulation. The Contracting Officer, COR, and other Government personnel, as appropriate, may meet periodically with the Contractor to review the Contractor's performance. At these meetings The Contracting Officer will apprise the Contractor of how the Government views the Contractor's performance and the Contractor will apprise the Government of problems, if any, being experienced. Appropriate action shall be taken to resolve outstanding issues. These meetings shall be at no additional cost to the government.

1.23 FIELD OFFICE OVERHEAD

NOTICE TO OFFERORS: Declare below the single accounting practice that you apply to this contract to calculate field office overhead for all change orders, modifications and requests for equitable adjustment. Pursuant to Federal Acquisition Regulations (FAR) Parts 31.105(d)(3) and 31.203(d)(1), an accounting practice that varies from modification to modification is not allowed. Select one of the following:

1. TIME DISTRIBUTION BASE FOR A PER DIEM RATE _____________

If you use this practice, see Special Clause “Field Office Overhead Per Diem Rate”

2. DIRECT COST DISTRIBUTION BASE FOR A PERCENTAGE MARKUP _____________

If you use this practice, see Special Clause “Field Office Overhead Percentage Markup”

OTHER ACCOUNTING PRACTICE THAT IS ALLOWABLE UNDER THE FAR AND THAT

USES A SINGLE DISTRIBUTION BASE. _____________

If you choose 3, you must describe the accounting practice in sufficient detail below to allow the Contracting Officer to determine what accounting practice is being utilized by your company and that it complies with the FAR.

FIELD OFFICE OVERHEAD PER DIEM RATE

If any change to the contract, issued pursuant to the Changes Clause or otherwise, for which the Government is responsible, causes an increase or decrease in the Contractor's cost of, or the time required for, performance under the contract, the Contracting Officer shall make an equitable adjustment and modify the contract in writing.

Under such equitable adjustment, no percentage markup for field office overhead shall be allowed. Additionally, no payment of field office overhead shall be allowed for any changes when the completion of the contract is not extended by reason of the change, except the Contractor may be reimbursed any variable expense it incurs due to the change, provided it can substantiate the variables. The Contractor shall be reimbursed for field office overhead using only a per diem basis when the completion of the contract is extended by reason of the change issued under any clause except the Default clause. Equitable adjustment shall be made for the costs that are incurred or are to be incurred due to the change. The Contractor shall provide a detailed breakdown of its proposed increase or decrease of costs as required by Contract Clause DFARS 252.236-7000 MODIFICATION OF PROPOSALS - PRICE BREAKDOWN.

FIELD OFFICE OVERHEAD PERCENTAGE MARKUP

If any change to the contract issued pursuant to the changes Clause, or otherwise, for which the Government is responsible, causes an increase or decrease in the Contractor's cost, or in the time required for performance under the contract, the Contracting Officer shall make an equitable adjustment and modify the contract in writing.

Under such equitable adjustment, no per diem rate for field office overhead shall be allowed in such a case, payment of field office overhead shall be allowed for any change using only a percentage markup basis regardless of whether the completion of the contract is or is not extended by reason of the change, except for modifications issued pursuant to the Default Clause. The Contractor shall provide a detailed breakdown of its proposed increase or decrease of costs as required by Contract Clause DFARS 252.236-7000 MODIFICATION OF PROPOSALS - PRICE BREAKDOWN.

2. MATERIAL

2.1 Provide all materials (not listed as government furnished) necessary for a complete installation to install twenty 50-amp rated RV pedestals to include complete electrical distribution system. All Contractor supplied equipment/materials must comply with National Electrical Codes (NEC).

2.2 Contractor to order material after award and submittal approvals for material to allow ample time for securing materials requested. This will allow for installation start date in September 2022.

2.3 All materials to connect from Power Company to disconnect switch, stand offs for the electric pole, galvanized rigid conduit, all fasteners, etc.

2.4 1 each - Switches and Disconnects, Heavy Duty Safety Switch, Suitable for use as Service Equipment; Heavy Duty 600 Amps; Fusible 3 Poles 600VAC/250VDC; NEMA 3R (Outdoor); For Use Size With (2) 4-500 Copper or Size (2) 4-500 Aluminum wire; Accessories: Field installation Neutral Kit; 600 Amps, RK5 – Time Delay (fuses for all boxes) [480V 1-Phase Utility Entrance]

2.5 1 each - Power Panelboard, Bolt-On Distribution panel; 1 section; NEMA 3R cabinets; 600 Amps; 3 Phase 4 wire 480Y/277V; 50/60 hz; Minimum Interrupt Rating: 42kA Fully rated; Incoming Feed: Bottom; Surface Mounted; UL67 Certified; 600 amps main lugs; Copper Bus Heat Rated; Ground-Box bonded (grounding kit); 100% Rated Neutral; NEMA 3R Cabinets; 2 ea. Breaker Device 300 Amps 2 Poles; 2 ea. Breaker Space Device 200 Amps 2 Poles; 2 ea. Mounting Hardware; 2 ea. Breaker Space Device 100 Amps 3 Poles; 2 ea. Mounting Hardware; this box is to be a complete assembly to include exterior and interior components.

2.6 3 each - 600 Amps, RK5 - Time Delay - extra fuses

2.7 350 kcmil, Cu, RHH, RHW-2, USE-2; 90C, Wet or Dry, Use-2, BLACK

2.8 350 kcmil, Cu, RHH, RHW-2, USE-2; 90C, Wet or Dry, Use-2, BLACK w/ RED STRIPE

2.9 20 feet- 2/0 AWG Bare Solid Soft Drawn Copper for Grounding

2.10 #4 AWG, Cu, RHH, RHW-2, USE-2; 90C, Wet or Dry, Use-2, GREEN

2.11 Conduit- 3” Sched 80 PVC and Galvanized Ridge Conduit

2.12 Conduit- 3” Sched 80 Fabricated Expansion Joint (Meter Riser)

2.13 Conduit- 3" Rigid Elbow, 90, Galvanized Steel

2.14 All couplings, insulated hubs (rain tight).

2.15 All wire that is not listed as Government Furnished. See drawings for details.

2.16 2 each - Step Down Transformers: 480x240 Volt, Single Phase, 150KVA, Pad Mount, Encapsulated Harsh Environment, (4) Sets of 1% Tap Adjustments NEMA 3R, Secure Lockable, Copper Wound, 500 kcmil High Side / 2x350 kcmil Low Side Pressure Lugs

2.17 2 each - Service Rated Panelboards: 240 Volt, 600 amp, Pad or Surface Mount, NEMA Type 3R, Secure Lockable, Single Section Panel Bottom Feed Main Breaker, 600A 2 Pole Main Breaker, 28 circuits, 1P3W 120/240V Heat Treated Copper Bus, 100 kAIC at 240 VAC, and Lugs to accept 2x350 kcmil copper RHH-2 (USE-2) cables, Isolated Neutral Bus to accept 2x350 kcmil copper paralleled RHH-2 (USE-2 )cables, (6) each 200A/2P breakers; (1) each 50A/2P breakers; (1) each 20A/2P GCFI breaker, spacers for the rest of circuits, Ground main lug with (8) spaces for #4 AWG, 4 ground box bonded, trim complete enclosure.

2.18 All 2 ½” Schedule 80 PVC Conduit and Galvanized Ridge Conduit.

2.19 Stainless Steel (304) angle- 3x3x1/4

2.20 Electrical Pull Boxes if contractor desires.

2.21 Concrete - Minimum 4,000 PSI concrete with fiber reinforcement containing 4-6% air entrainment and have a 3-4” slump. Concrete design is for local external weather conditions. Use pea size aggregate if available for this mix.

2.22 Underground metallic marker tape for electrical cable/conduit installation.

2.23 Provide all materials not provided including miscellaneous material for a complete operational system.

2.24 Type 1 or Type 5 base rock. Used for road crossings and campsite crossings.

2.25 Surfacing Aggregate (¾” Road Rock)-provide 200 ton distributed evenly over 20 campsites

2.26 3/8” Minus Aggregate bedding material for water lines

2.27 Topsoil and grass seed. Provide 80 cubic yards of topsoil.

2.28 Government Furnished Material (GFM)

See table below:

3. EXECUTION

3.1 Provide all labor, materials and supplies and equipment to remove the above ground existing electrical systems and associated components and reinstall new electrical system to an operable condition in addition install water supply lines to include hydrants to each campsite.

3.2 Unused/disconnected existing electrical panels, RV Pedestals, wire, existing concrete pads around pedestals and all associated discontinued equipment will be removed and the Contractor will divert material in accordance with Federal and State Regulations.

3.3 Installation includes electrical disconnects; electrical distribution panels; Step-down Transformers; electrical wire and conduit; electrical pull boxes; RV electrical pedestals; trenching/excavating; supports and all associated components necessary to provide a complete and operable system.

3.4 Provide Stainless Steel (304) angle- 3x3x1/4 for post support structures for all equipment. The upright post placed to a minimum depth of 4’ and rise to top of panel box (height varies). Post below ground shall be embedded in concrete. Stainless Steel (304) strut channels must be used to securely mount fused disconnect box, service distribution panel and conduit. Installation of structure to be level and in accordance with current National Electric Code (NEC).

3.5 Install (1) Switches/Disconnects at Power Supply from Cooperative (COOP).

3.6 Install (1) Power Panelboard Distribution Panels at Power Supply from COOP.

3.7 Install (2) Step-Down Transformers 480x240 Volt, single phase, 150KVA, Pad Mount at service panelboards sites. Transformers will require adjustment for correct current and voltage drop.

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