W912QR22Q0114.pdf

Green River Lake Turn-key Restroom Construction

The estimated construction magnitude is betw een $100,000 and $250,000

NAICS Code: 236220 - Commercial & Institutional Building Construction. Size Determination $39.5 Million.

Please note that the business size in SAM is determined by NAICS code.

This procurement is set-aside 100% for Small Business and will be awarded based on lowest price (Base plus Option).

Central Contractor Registration and ORCA are now available through System for Award Management (SAM) available at w w w.sam.gov.

Offerors must comply with the requirements of 52.204-7, 52.204-8, and 52.232-33, and any other CCR/ORCA requirements in this solicitation through SAM.

PLEASE NOTE: SAM is completely free charge of both registrants and users.

In lieu of both performance and payment bods, per 52.228-13 Alternate Payment Protections (2000) and FAR 28.102-1(b), only a Payment Bond, or irrevocable Letter of Credit is required. A Performance Bond is not required.

ADRIENNE C MANUEL 502.315.6509

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

26-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)

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 ______________09 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 is, X 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

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

600 DR. MARTIN LUTHER KING, JR. PLACE

ROOM 821

LOUISVILLE KY 40202-2239

W912QR

PAGE OF PAGES

CODE

(Title, identifying no., date):

11. The Contractor shall begin performance w ithin ___1_0___ calendar days and complete it NLT 31 MAR 2023 after receiving , This performance period is X mandatory, negotiable. (See _5_2_._2_1_1-_1_0_________________ .)

12B. CALENDAR DAYS

12:00 PM (hour)

Sealed envelopes containing offers

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

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

502.315.6195 OR 6193FAX:TEL: 502.315.6172 TEL: FAX:

W912QR22Q0114 1 OF 65

Award X NTP Alt I

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

W912QR22Q0114

Section 00 10 00 - Solicitation

SPECIAL INSTRUCTIONS

The contractor shall furnish all materials, supplies, tools, parts, equipment, transportation, labor, supervision, communication, and quality control to construct a “Turn Key” split-face block restroom and sewage disposal system The requirement also includes an option to construct an additional “Turn Key” split-face block restroom and sewage disposal system on the opposite side of the pipe chase/mechanic. All materials and workmanship will be manufactured and accomplished according to industry standards and specifications.

The site is located at Green River Lake, within Taylor County, Kentucky.

Work will begin within 10 calendar days of the Notice to Proceed (NTP) and will conclude Not Later Than 31 March 2023.

One award will be made from this Solicitation.

Method of Payment under this contract will be Electronic Funds Transfer (EFT) to a commercial bank account specified by the Contractor. Quotes will not be accepted for quantities less than the quantities specified in the Quote.

Failure to submit a unit price for all items listed will be considered as a material deviation from the requirements and the Quote will be rejected.

The contract award will be based on Lowest Price (Base plus Option.)

A single site visit will be held on 01 September 2022 at the Green River Lake Visitor Center, 544 Lake Road, Campbellsville, Kentucky. The site visit will begin promptly 10:00 am Eastern Time (ET).

Participation in the site visit is recommended for the contractor to review the complexities of the work sites, verify existing conditions, and exact measurements.

Technical Point of Contact (TPOC): John Houk, Maintenance Lead Green River Lake 544 Lake Road Campbellsville, KY 42718 Phone (270) 465-4463

The solicitation will be available on the web only. Faxed, telephoned, or mailed requests for this solicitation will not be honored. To download the solicitation for this project, contractors are required to register at the Federal Contract Opportunities website at www.SAM.gov. For a quick start guide use the following link:

http://falextracts.s3.amazonaws.com/Documentation/Federal%20Hierarchy/QSG%20Opportunities%20Part%204% 20of%204%20-%20Contractors.pdf

Quotes will not be accepted for quantities less than the quantities specified in the price breakout schedule. Failure to submit a unit price for all items listed (base year and option years) will be considered as a material deviation from the requirements of the RFQ and the quote will be rejected. Offers’ should complete the price breakout schedule within this solicitation.

Quotes are due by the time and date as specified in Block 13 on the SF1442. Fax submittals will not be accepted. Electronic submittals will be accepted and may be emailed to Adrienne Manuel at Adrienne.C.Manuel@usace.army.mil. Interested contractors are highly encouraged to schedule a Site Visit. Please note that the site visit is not an opportunity for questions or clarifications regarding this solicitation.

All contractors must be registered in the System for Award Management (www.SAM.gov) prior to submission of quote. All proposed contractors are highly encouraged to review FAR Clause 52.232-33 Payments by Electronic Funds Transfer – System for Award Management, which indicates “All payments by the Government under this contract shall be made by electronic funds transfer (EFT).” Those not currently registered can obtain registration by going to the website http://www.SAM.gov. The process can usually be completed from 24 to 48 hours after submission. Contractors will need to obtain a Unique Entity Identifier (formerly DUNS number) for processing their registration. If you do not already have a Unique Entity Identifier, one can be obtained from http://www.SAM.gov. Refer to www.SAM.gov for information formerly found in CCR, EPLS, ORCA and FedReg.

Please begin the registration process immediately in order to avoid delay of the contract award should your firm be selected.

ALERT: You must submit a notarized letter appointing the authorized Entity Administrator before your registration will be activated. This requirement now applies to both new and existing entities. Effective 29 April 2018, the notarized letter process is now mandatory on all CURRENT registrants at SAM who have a requirement to update data on their SAM record. The notarized letter is mandatory and is required before the GSA Federal Service Desk (FSD) will activate the entity's registration.

Effective 29 June 2018, vendors creating or updating their registration can have their registration activated prior to the approval of the required notarized letter. However, the signed copy of the notarized letter must be sent to the GSA Federal Service Desk (FSD) with 30 days of activation or the vendor risks no longer being active in SAM.

PLEASE NOTE: SAM is completely free of charge for both registrants and users.

PRICE BREAKOUT SCHEDULE

Restroom Construction at Pikes Ridge

U.S. Army Corps of Engineers Green River Lake

544 Lake Road Campbellsville, KY 42718

Please Note:

Quotes must be in accordance with the entire Scope of Work, as described herein.

The government can exercise CLIN 0002 (Option) within 45 calendar days of Notice to Proceed.

The exercising of CLIN 0002 (Option) will not extend the Period of Performance.

All measurements are approximate, and drawings are for general reference and are not building blueprints.

Description Qty Unit Price

Unit of Measure

Amount

CLIN 0001

BASE: Construct Turn-key split-face block restroom and sewage disposal system as specified in the Scope of Work

1 $ Job $

CLIN 0002

OPTION: Construct Additional Turn-key Split-face block restroom and sewage disposal system as specified in the Scope of Work

1 $ Job $

TOTAL $

Section 00 20 00 - Instructions for Procurement

SCOPE OF WORK

Restroom Construction at Pikes Ridge U.S. Army Corps of Engineers

Green River Lake 544 Lake Road

Campbellsville, KY 42718

Construct a “Turn Key” split-face block restroom and sewage disposal system at Green River Lake.

Specific location is at Pikes Ridge Campground, Taylor County, Kentucky.

The Contractor shall provide all personnel, materials, supplies, parts, tools, equipment, vehicles, transportation, communication, management, supervision, and quality control required to perform the operation and service provided for in this contract. The service shall be provided in accordance with all Terms, Conditions, General, Specific and Technical Provision, Exhibits Attachments, Drawings, etc.

contained herein or incorporated by Reference. This includes all mandatory provisions of the Federal Acquisition Regulation (FAR), whether referenced or not, current at time of award.

All measurements are given for reference only. Each bidding contractor shall assume responsibility for quantities, critical dimensions, and work conditions. A single site visit will be held and the date is within the scope. All plumbing and electrical fixtures within this scope of work will meet energy star standards in an effort to reduce water and electrical usage costs.

BASE:

1. Restroom Facility Foundation and Floor: This facility will be constructed as to be completed for use to include but not limited to: All construction, plumbing, electrical, lighting, fixtures, and hardware that will provide a completed facility ready for use. This will include contractor working with local utilities companies to provide all needed services for a ready to use facility.

-Ground Preparation: The construction area at Pikes Ridge will be prepared by removing sod and leveling the area in preparation for building construction. Prior to start of work, project staff will identify the building corners on the ground.

-Footing: Continuous 24” x 12” - 4000 PSI concrete with 2 runs of #4 steel rebar and footer will continue under interior block walls as well as exterior walls as necessary to accommodate structure dimensions provided in the drawing.

-Gravel: Remove top soil to a minimum of 12” depth to create a compactable foundation. Bed in and compact 6” of channel lining, 3” of number 2&3 size rock, and top with 3”of number 56 rock and compact again. A 6 mil vapor/radon barrier will be placed per manufacturer’s specifications.

-Slab Floor: 4’ concrete slab over vapor barrier over capillary water barrier over number 57 size gravel fill, with 4’ X 4” wire mesh reinforcement. Concrete slab floor will be 4” – 4000 PSI with mesh mats.

(See structure dimensions in drawing.) The interior floor will be finished with a garage floor coating kit (Polycuramine product or similar), mocha in color with flake.

2. Restroom Facility Building Construction: All work and items listed below shall be completed and installed in accordance with the manufacturer’s specification. All colors will need approval from Corps of Engineers Park Manager prior to installation/application.

-Walls:

Exterior walls - 8” split face CMU; gray in color.

Interior walls - 8” smooth CMU; gray in color. The interior walls will be painted a gray variation. As stated above, color will be approved by Park Manager.

-Ceilings: All ceilings shall be 8ʼ in height, vinyl beaded panel, solid .042 - Royal Soffit (or equal).

Ceiling material shall be Sand or Wicker in color.

-Doors: Shall be exterior steel doors forest green in color to match roof metal with steel jambs and fresh air vents louvered and screened. A door handle and deadbolt will be installed. Knobs/handles and locking hardware will meet ADA requirements. Locking devices for doors will be installed and be constructed of stainless steel capable of accepting a lock core compatible with the BEST style locking system that is currently in place. Contractor will be responsible for supplying and installing all key cores and will work with government representative to obtain the correct key core that matches the existing keyed system at Green River Lake to the satisfaction of the government. Locking devices will indicate occupied or vacant from the outside. Each restroom will be marked by an exterior sign by the entrance door with the universal restroom symbols for either a unisex bathroom or a unisex handicap bathroom, as appropriate.

-Roof Trusses: Trusses shall be a wood truss system with a 4/12 pitch.

-Roof Covering: Standing seam metal roof over 15# felt paper (or 30# felt paper whichever is needed for one year warranty) over ¾” plywood sheathing over pre-engineered wood trusses @ 16” O.C. metal gutter and rectangular 3” X 4” metal downspouts. Gutter and downspout color shall match roof color.

PVC downspout boot with transition through slab. Roofs shall be covered with a metal roof - #1 Bi-rib;

29 gauge; forest green in color. Roof shall have a vented (venting should be efficient for this size structure) ridge cap same color as the roof metal with guards to prevent flying pests from entering the building. Roof shall cover and overhang entire front sidewalk area. The gable ends will be the front and rear of the building. This is not a Hip Roof. The gable ends will be finished above the block with the same style and color metal as the roof. It will be trimmed out with the same color metal as well. Porch ceiling will be finished in the same color metal as the roof and have sufficient lighting. To illuminate the front porch in whole.

Matching gutters will be installed with down spouts for proper drainage. Down spouts will be positioned in the back of the restroom and will drain onto a concrete splash block. Down spouts and gutters will be installed to provide proper drainage from restroom roof and area and must meet the satisfaction of the government representative. Gutters will be 6” and seamless with matching down spouts and concrete water diverter.

-Utilities: Contractor is responsible for working with local utilities companies (electric and water) to locate and supply service to the new restroom location and facility.

Electric - Existing power supply is currently located across the campground from new restroom location.

Contractor will need to coordinate with Taylor County RECC to have an overhead wire ran approximately 230 feet across two roadways to a transformer pole and down to a meter base at this location. The contractor will also be responsible for the underground service for approximately 200 feet from the meter base located at the transformer pole to site location of the building. Contractor will be responsible for tying in all utilities for the building. Contractor shall be responsible for contacting utility companies to have the locations of underground utility lines located prior to beginning any excavations near or around the construction site. Contractor shall be responsible for contacting utility companies for installation parameters required for service connections and authorized local inspectors for any inspections of utility services installed under this contract. Service must support 200 amp panel box and have a fused disconnect at the pole that will shut off electricity to the restroom facility without affecting electric supply to the remainder of the campground area. Any poles or equipment that will be added must receive prior approval from the Park Manager. All electrical work to be accomplished under this contract shall be accomplished in accordance with the current edition of the NEC. Restroom will have a 200 amp, 240 /120 volt, single phase, 4 wire panel board with a main circuit breaker. Panel board shall have a minimum of 30 single pole spaces. Panel shall be suitable for service entrance equipment. All work shall meet current National Electric Code. More information is listed below in item 4.

Water - Service is currently located at the road in front of the new restroom facility location. Contractor will provide service to the restroom from the existing water line. Contractor will install a shutoff valve for the restroom off the main line in a manner that does not interrupt service to the campground. Main water line will be at least 2 inch size to provide adequate service to the restroom facility. Contractor will install a valve box in the water service line within 5 feet of the building. This will be a drain valve that will allow for all remaining water to be removed from lines if needed. A main water shutoff valve will be installed in pipe chase area of restroom as well. More specifications are listed below.

3. Plumbing: All plumbing work shall be performed in accordance with the manufacturer's written recommendation, state of Kentucky requirements, and the latest international plumbing code.

-Fixtures: shall be water conservation type, in accordance with ICC IPC. Fixtures for use by the physically handicapped shall be in accordance with ICC a 117.1 vitreous china, nonabsorbent, hard-burned, and vitrified throughout the body shall be provided. Porcelain enameled ware shall have specially selected, clear white, acid-resisting enamel coating evenly applied on surfaces. No fixture will be accepted that shows cracks, crazes, blisters, thin spots, or other flaws. Fixtures shall be equipped with appurtenances such as traps, faucets, stop valves, and drain fittings. Each fixture and piece of equipment requiring connections to the drainage system, except grease interceptors, shall be equipped with a trap.

Brass expansion or toggle bolts capped with acorn nuts shall be provided for supports, and polished chromium-plated pipe, valves, and fittings shall be provided where exposed to view. Fixtures with the supply discharge below the rim shall be equipped with backflow preventers. Internal parts of flush and/or flushometer valves, pop-up stoppers of lavatory waste drains, and pop-up stoppers and overflow tees.

-Sinks: shall be ASME a112.19.2, white vitreous china, wall mounted, straight back type, minimum dimensions of 19 inches wide by 17 inches front to rear, with supply openings for use with top mounted center set faucets and openings for concealed arm carrier installation. Provide aerator with faucet.

Provide ASME a 112.6.1 m concealed chair carriers with vertical steel pipe supports and concealed arms for the sink. Mount sink with the front rim 34 inches above floor and with 29 inches minimum clearance from bottom of the from rim to floor. Provide top mounted washer less chrome center set sink faucets.

-Standard Shower: shall be ASME a112.19.2, -r10000-px delta (or equal) shower valve bodies with t13220 chrome trim packages (or equal).

-ADA Shower: shall be ASME a112.19.2, -r10000-px delta (or equal) with delta 51900 (ADA) chrome shower trim package (or equal).

-Toilets: shall be ASME a112.19.2, white vitreous china, siphon jet, elongated bowl, wall mounted, wall outlet, manual exposed Sloan flushometer. Top of toilet seat height above floor 17 to 19 inches for both closets. Contractor will provide wax bowl ring including plastic sleeve. Provide white solid plastic elongated open-front seat. Provide large diameter flush valve including angle control-stop valve, vacuum breaker, tail pieces, slip nuts, and wall plates; exposed to view components shall be chromium-plated or polished stainless steel. Flush valves shall be nonhold·open type. Mount flush valves not less than 11 inches above the fixture. Mounted height of flush valve shall not interfere with the hand rail in ADA stalls.

-Urinals: shall be ASME a112.19.2, white vitreous china, wall-mounted, wall outlet, siphon jet, integral trap, manual exposed Sloan flushometer, and extended side shields. Provide urinal with the rim 24 inches above the floor. Provide ASME a112.6.1m concealed chair carriers with vertical steel pipe supports.

Provide large diameter flush valve including angle control-stop valve, vacuum breaker, tail pieces, slip nuts, and wall plates; exposed to view components shall be chromium-plated or polished stainless steel.

Flush valves shall be non-hold·open type. Mount flush valves not less than 11 inches above the fixture.

-Service sink: shall be located in mechanical room/pipe chase and will be molded stone/polyester resin or stainless steel per ASME a112.19.3m, corner and floor mounted, minimum 6-3/4" deep with stainless steel backsplash (not shown in drawing detail). Faucet and spout shall be cast or wrought copper alloy, with top or bottom brace, with backflow preventer. Faucets shall have replacement seat and washer shall rotate onto the seat. Handles shall be lever type. Strainers shall have internal threads. Drain assembly-plug, cup strainer, crossbars, jam nuts, washers, couplings, stopper, etc. shall be copper alloy or stainless steel. Trap shall be 3-inch minimum diameter.

-Floor Drains: shall consist of a galvanized body, integral seepage pan, and adjustable perforated or slotted chromium-plated bronze, nickel-bronze, or nickel-brass strainer, consisting of grate and threaded collar. Drains shall be of double drainage pattern for embedding in the floor construction. The seepage pan shall have weep holes or channels for drainage to the drainpipe. The strainer shall be adjustable to floor thickness. A clamping device for attaching flashing or waterproofing membrane to the seepage pan without damaging the flashing or waterproofing membrane shall be provided when required. Drains shall be provided with threaded connection. Between the drain outlet and waste pipe, a neoprene rubber gasket conforming to ASTM c 564 may be installed, provided that the drain is specifically designed for the rubber gasket compression type joint. Floor drains shall conform to ASME a112.6.3.

-Wall Hydrant: shall be (frost proof) ASSE 1019 with vaccum-breaker backflow preventer shall have a nickel-bronze wall plate or flange with nozzle and detachable key handle. A brass or bronze operated rod shall be provided within a galvanized iron casing of sufficient length to extend through the wall so that the valve is inside the building, and the portion of the hydrant between the outlet and valve is self-draining. A brass or bronze valve with coupling and union elbow having metal-to-metal seat shall be provided. Valve rod and seat washer shall be removable through the face of the hydrant. The hydrant shall have 3/4 inch exposed hose thread on spout and 3#4 inch male pipe thread on inlet.

-Electric Instantaneous Water Heaters: shall be (tank less) an integral internal controller shall be provided, anticipating a change in demand so that the final temperature can be maintained under all normal load conditions. Normal load conditions shall be as specified by the manufacturer of the heater.

Unit shall be UL 499 and UL listed flow switch activated. Unit shall be manufactured in accordance with ASME BPVC sec viii 01, and shall be certified for 150 psi working pressure in the shell and 150 psi working pressure in the coils. Shell shall be carbon steel with copper lining. Heads shall be cast iron, bronze, or carbon steel plate with copper lining. Coils shall be copper or copper-nickel. Shell shall have metal sheathed fiberglass insulation, combination pressure and temperature relief valve, and thermometer.

-Traps: unless otherwise specified, traps shall be plastic perastm f 409. Provide traps with removable access panels for easy clean-out at sinks and lavatories. All drains shall have threaded cleanouts with easy access to remove for service. Tubes shall be copper alloy with walls not less than 0.032 inch thick within commercial tolerances, except on the outside of bends where the thickness may be reduced slightly in manufacture by usual commercial methods. Inlets shall have rubber washer and copper alloy nuts for slip joints above the discharge level. Swivel joints shall be below the discharge level and shall be of metal-to-metal or metal-to-plastic type as required for the application. Nuts shall have flats for wrench grip. Outlets shall have internal pipe thread, except when required for the application. The depth of the water seal shall be not less than 2 inches. The interior diameter shall be not more than 118 inch over or under the nominal size, and interior surfaces shall be reasonably smooth throughout. A copper alloy "p" trap assembly consisting of an adjustable "p" trap and threaded trap wall nipple with wall flange shall be provided for lavatories. The assembly shall be a standard manufactured unit and may have a rubber-gasketed swivel joint.

-Indoor Domestic Water Piping: shall be PEX tubing using crimp, clamp or push connection systems.

Pipe shall conform to ASTM f876, ASTM f877, ASTM f2023, CSA b 137.5, and NSF/ANSI 61-g.

-Outdoor Domestic Water Piping: shall be polyvinyl chloride plastic schedule 40 with solvent cement joints. Pipe shall conform to dimensional requirements of ASTM d 1785 with joints meeting the requirements of 150 psi working pressure and 200 psi hydrostatic test pressure unless otherwise shown or specified.

-Indoor and Outdoor Sanitary Drain, Waste, and Vent Piping: shall be polyvinyl chloride plastic schedule 40 in accordance with ASTM f 891.

-Individual Shutoff Valves: shall be placed on all fixture supply lines in pipe chase area.

-All plumbing fixtures shall be installed with the ease of winterizing in mind. This restroom/shower house will be completely drained and free of water at the end of camping season to ensure that freezing of lines do not occur.

-B.O thermal insulation: all insulation shall be installed in compliance with manufacturer's written recommendation and mica insulation standard. Insulate all domestic cold water piping and domestic hot water piping with 1" thick flexible cellular type insulation. Insulation shall be covered with a factory applied vapor retarder jacket. All butted joints and ends shall be sealed with joint sealant and sealed with a vapor retarder coating or PVC adhesive tape as recommended by the insulation manufacturer.

Pipe hangers, inserts, and supports pipe hangers, inserts, and supports shall conform to MSS sp-58 and MSS s-9.

4. Electrical and Electrical Accessories: All equipment and material shall be labelled, listed, and installed in accordance with their listing. All work shall be done by licensed workmen in accordance with state and local governing authorities. The definition of electrical terms used shall be as defined in the national electric code (NEC).

Electric panel box will be installed within the mechanical room (pipe chase) and meet specifications from item 2 (Electric) above. All enclosures for equipment provided shall be NEMA type 3r (outdoor). Unless otherwise indicated, feeder, branch, and control wiring shall be run in EMT. In areas where conduit is exposed, grs conduit shall be used. A green equipment grounding conductor shall be supplied with all circuits. Unless otherwise indicated, all conductors shall be copper THHN/THWN. Before selecting material and equipment, and proceeding with work inspect areas where material and equipment are to be installed to ensure suitability, and check needed space for placement, clearances, and interconnections.

Unless otherwise indicated, all conductors shall be #12 AWG minimum. Unless otherwise indicated, conduit size for indicated conductors shall be based on chapter 9 of NEC. Minimum size shall be 3/4".

Minimum ampere interrupting capacity of all new circuit breakers unless noted otherwise shall be 10,000 amps. All work shall be performed in a clean and workmanlike manner. Contractor shall field verify all dimensions and existing conditions prior to proceeding with any work. Provide all necessary temporary or permanent caps or plugs for conduits. Do not leave piping/conduits open ended. All new circuits shall be provided with dedicated neutrals. Unless otherwise indicated, wiring to equipment and motors shall be installed in liquid tight flexible conduit, or in interior locations in flexible metal conduit. All work shall be done in accordance with the national electric code (NEC), ANSI/NFPA 70e.

All items listed below, supplies, and electrical wiring shall meet current NEC:

-j-970 (or equal) hand dryer

-Lighting Fixtures: shall be Eaton, Hubbell, Progress (or equal) brands, be at least 4’ in length and accept LED bulbs or be LED strip lights. Bulbs shall be provided under this contract for each new fixture and be in working order. Bathroom Fixtures shall be suited for cold weather and be suitable for use in damp/wet locations. Both ADA side’s and standard side’s will have a minimum of four 4’ fixtures. Exterior Fixtures shall be controlled by photo cell with the ability to manually turn off by switch. Contractor will install a wall pack light on each end of the building and one will be located above the pipe chase door.

Outdoor Lighting should be located above each entry door and mechanic room door (pipe chase). The porch areas shall have no less than six “can style lights” or three “4 foot LED light fixtures”. Interior lighting shall be motion-activated but still have shutoff light switch for each room. Pipe chase lighting shall have 3 light fixtures (these are to be the same type fixtures as interior fixtures) placed to provide appropriate lighting to the square footage and will be operated by a shutoff switch.

-Bath Ventilation Fans: roof mounted exhaust fan (ef-1) shall be greenheck model g-080-d or equivalent.

Unit shall be rated at 350 cfm, 0.25 in w.c, 1/20 hp, and 115 v. Unit shall have gravity backflow damper and birdscreen. Unit shall be interlocked with ADA side’s and standard side's light switch and shall be energized when either one of the light switches is on. All work shall be in compliance with manufacturer's written instructions. Color of ceiling grills and roof vents shall be approved by Park Manager.

5. Accessories: All items listed below shall be installed in accordance with the manufacturer’s specification:

-grab bars: must meet ADA standards in design and mounting locations.

-toilet paper holders: stainless steel with 3 roll capacity installed under grab bar. One for each restroom unit.

- smooth finish vandal resistant chrome mirrors 18 x 24 inch will be installed above each sink.

- surface mounted, stainless steel waste receptacle (Bobrick model b-3909 or equivalent) placed in each side of restroom.

- surface mounted, stainless steel sanitary napkin disposal (Bobrick model b-270 or equivalent) in each side of restroom.

- There will be a partitioned wall surrounding the shower on the small bathroom side located on the right-hand side of the building, facing the front. Material will be typical of bathroom partitions and made from stainless steel. It will have a minimum door size of 36" constructed of the same material as the partition.

6. Walks:

-Sidewalks: sidewalks will be constructed across the front of restroom and down one side where the entrance of the mechanical room/pipe chase will be located. This sidewalk will be constructed in accordance with all requirements set forth in the ADA standards for accessible design. Sidewalk shall be appropriate width, grade, and have barriers that meet ADA standards. Sidewalk will be a minimum of 4 inches thick. The sidewalk will have control joints spaced every 8 feet. Control joints will be cut at a minimum depth of 1/4 inch. The sidewalk will have an expansion joint placed any time it abuts another poured slab or building. All expansion joints will be filled using a high quality urethane caulk.

-Walkway: construct a concrete walkway from road side to restroom sidewalk. This walkway will be constructed in accordance with all requirements set forth in the ADA standards for accessible design.

Walkway shall be appropriate width, grade, and have barriers that meet ADA standards. Walkway will begin at roadside and will be constructed in such a way for easy transition from roadway to walkway.

Walkway will cross an existing concrete ditch (6’ wide). Concrete walkway will be constructed over the existing ditch in a manner that will not impede the flow of water or cut existing ditch. The walkway will have handrails placed on both sides of the section that crosses the existing concrete ditch. These rails will meet all ADA requirements. This section will also be reinforced in accordance with best industry practices. The walkway will meet restroom sidewalk with a smooth level transition. All measurements are approximate, and a site visit is recommended.

7. Sewage Disposal System: All work listed below shall be in accordance with the Taylor County Department of Health specifications, State of Kentucky regulations. The contractor is responsible for obtaining all necessary permits and coordination with Taylor County Department of Health to finalize specifications for approval. All final specifications must be approved by the Corps of Engineers Park Manager prior to construction.

-Septic Tanks: the contractor shall install two 1,250 gallon septic tanks in series with two clean outs: one placed between the building and the first septic tank, and the last placed between the first and second septic tank. The septic system shall be installed in compliance with Taylor County Department of Health.

The contractor shall submit a working drawing of the proposed installation to the Taylor County

Department of Health in Taylor County for an approved on-site sewage disposal system document. The contractor will provide a copy of the working drawing, and a copy of the approved Taylor County Department of Health on-site sewage disposal system to the Corps of Engineers, Green River Lake. The contractor will not start until a Kentucky State On-Site Construction Permit has been issued and a copy of the permit is given to the Corps of Engineers, Green River Lake. All construction will be consistent with standard Kentucky On-Site program manual standards. The approximate location of the septic tank will be determined by the contractor and approved by a Corps of Engineers representative.

The contractor shall install the lateral field in accordance with the on-site sewage disposal systems site evaluation. Upon placement and backfilling, the two 1,250 gallon septic tanks shall be filled with water to approximately ½ capacities to prevent tank float out. A 24-inch diameter riser with plastic cover or cap shall be installed over tank pump out access to facilitate pump outs. The cover or cap shall be secured to the riser by use of screws. The riser/tank connection shall be sealed to prevent ground water infiltration.

The top of the riser cover or cap shall be flush with the finished grade. The area around the top of the riser shall be sloped to prevent surface water from entering the tank. Six-inch wide magnetic detection tape shall be placed in all trenches within 12 inches of the surface.

All disturbed areas shall be graded and leveled to promote proper drainage, blended into existing surrounding grades, finished graded and prepared for seeding. Areas to be seeded shall receive an even application of 15-15-15 fertilizer at a rate of 10 lbs. per 1000 square feet. The area will be seeded using falcon fescue, or an equivalent approved by the Park Manager, at a rate of 200 lbs. per acre. The seed shall be raked in and mulched with straw at a rate of 150 lbs. per 1000 square feet. The straw shall be secured with nylon netting that is securely fastened to the ground to hold the mulching material in place.

All work must be in accordance with the Taylor County Department of Health and the on-site sewage disposal systems site evaluation.

All permits needed to install the septic system shall be the responsibility of the contractor. Attached is the expired Onsite Sewage Disposal Systems Application for Site Evaluation. The contractor will be responsible for obtaining the updated proper forms and permits.

8. The contractor shall submit for approval all specifications and/or catalog cut sheets for all equipment and fixtures in the equipment / fixture schedule, plumbing schedule, light fixture schedule, circuit breaker panel and door schedule as per the provided plan. The contractor shall submit specifications and or catalog cut sheets on exterior siding, roofing, guttering, flooring system, and interior paint. Two (2) copies of O&M manuals shall be provided for any operational equipment.

9. The Contractor shall be responsible for the storage and safekeeping of all material and equipment to be incorporated into the work. Materials or equipment left onsite are the sole responsibility of the contractor.

For the safety of the public, contractor will create a barrier around the work zone with either snow fence, chain link fence, or other option agreed upon with Park Manager.

10. The Contractor shall be responsible for any damages that they cause on government property.

11. Contractor’s work and responsibility shall include, but are not limited to, supply of equipment/materials, all planning, programming, administration, management, supervision, and inspection required to assure all equipment/materials are acquired and services are conducted in accordance with the contract and all applicable laws, regulations, or directives. The Contractor shall insure all work meets or exceeds specifications. The prime Contractor shall be responsible for ensuring all subcontractors comply with the provisions of this contract.

12. The contractor will warranty all products and installation for 1 year.

13. Restroom shall be complete and functioning (with the addition of option 1 or option 2) when work is finished and meets the satisfaction of the government representative.

14. Any trees that need to be removed from the work area will be the contractor's responsibility to remove from site.

OPTION:

The contractor will duplicate the exact finished restroom on the opposite side of the pipe chase/mechanic room giving this building a total of four fully functional family style restrooms. The additional two restrooms shall mirror the front two in all areas to include construction, slab floor, porch, color, electrical design, plumbing, and accessories.

The contractor will be responsible for adding a walkway from the front of the building around to an additional covered porch area where the two entrance doors will be.

Special Requirements:

1. Site Visit: A single site visit will be held on 01 September 2022 at the Green River Lake Visitor Center, 544 Lake Road, Campbellsville, Kentucky. The site visit will begin promptly 10:00 am Eastern Time (ET).

2. Pre-Work Conference: The contractor will be required to attend a pre-work conference prior to beginning work during which the Contractor’s plan of work, safety procedures, start date and other items in this contract will be discussed.

3. Damages: The contractor shall be responsible for all damages to government or private property resulting from negligent operations during this contract. The contractor shall have appropriate insurance to cover liability and damages.

4. Hours of work: Construction work may be conducted between the hours of 7:30 a.m. and 4:30 p.m. ET, Monday through Friday. No work shall be performed on Saturday or Sunday or on federally observed holidays, unless approved by the Corps Park Manager.

Holidays. The Eleven Federal holidays observed are:

New Year's Day (January 1st) Martin Luther King Day (3rd Monday in January) President's Day (3rd Monday in February) Memorial Day (Last Monday in May) Juneteenth (June 19th) Independence Day (July 4th)

Labor Day (1st Monday in September) Columbus Day (2nd Monday in October) Veterans Day (November 11th) Thanksgiving Day (4th Thursday in November) Christmas Day (December 25th)

5. Safety: All work will be conducted in a safe manner. All contractor personnel are required to wear a hard hat, steel toe safety shoes, long pants and a shirt while on the job site. A pre-work meeting will be held to discuss safety procedures, and a plan of work. The Work must be performed in compliance with EM385-1-1 Safety and Health Requirements Manual, Corps of Engineers (current edition).

The contractor shall supply the TPOC with an Accident Prevention Plan (APP), Control of Hazardous Energy Plan (LO/TO), and an Activity Hazard Analysis (AHA) prior to site work IAW EM385-1-1.

6. Wage Rates: Department of Labor wage rates apply to this work and are included. The contractor is required to provide payroll documents for all work performed under this contract.

7. Security:

a. All contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation/facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy.

In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes.

b. The contractor and all associated sub-contractors shall receive a brief/training (provided by the RA) on the local suspicious activity reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the project manager, security representative or law enforcement entity. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the POC NLT 5 calendar days after the completion of the training.

c. The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award.

d. All contract personnel requiring physical access to a federal installation of 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 Marshall/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.

8. Completion Date: This contract has a completion date of 31 March 2023 and all contract work shall be completed and approved by the end of business on completion date.

9. Veterans Employment Emphasis for U.S. Army Corps of Engineers Contracts: In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS 222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

- U.S. Department of Labor Veterans’ Employment and Training Service (VETS):

https://www.dol.gov/vets/ - Federal Veteran Employment Information: https://www.fedshirevets.gov/

- Veterans Opportunity to Work (VOW) Program: https://www.benefits.va.gov/vow/

- U.S. Army Warrior Transition Command Employment Index:

https://wct.army.mil/modules/employers/index.html - Hiring Our Heroes:

https://www.uschamberfoundation.org/hiring-our-heroes

Payment:

Payment will be made by Electronic Funds Transfer (EFT), upon acceptance of the completed work and providing final invoice. The contractor is required to provide a Unique Entity Identifier (UEI) (formerly Duns Number), and must be registered with SAM. The UEI and a Federal Tax I.D must be entered on the quote sheet. Failure to provide all information requested on the quote sheet and to complete SAM registration may be grounds for considering the quote unresponsive.

PROJECT DRAWINGS

Section 00 21 00 - Instructions

CLAUSES INCORPORATED BY REFERENCE

52.204-7 OCT 2018

52.204-16 AUG 2020

52.204-22 JAN 2017

52.217-4

System for Award Management Commercial and Government Entity Code Reporting Alternative Line Item Proposal Evaluation Of Options Exercised at Time of Contract Award

JUN 1988

CLAUSES INCORPORATED BY FULL TEXT

52.222-5 CONSTRUCTION WAGE RATE REQUIREMENTS--SECONDARY SITE OF THE WORK (MAY

2014)

(a)(1) The offeror shall notify the Government if the offeror intends to perform work at any secondary site of the work, as defined in paragraph (a)(1)(ii) of the FAR clause at 52.222-6, Construction Wage Rate Requirements,of this solicitation.

(2) If the offeror is unsure if a planned work site satisfies the criteria for a secondary site of the work, the offeror shall request a determination from the Contracting Officer.

(b)(1) If the wage determination provided by the Government for work at the primary site of the work is not applicable to the secondary site of the work, the offeror shall request a wage…