W912QR21Q0084.pdf

PDF 2 MB Posted Aug 12, 2021

Attached to: Double Vaulted Bathroom Install Barren River Lake
Solicitation number: W912QR21Q0084
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

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Barren River Lake Double Vault Tolilet Installation.

The estimated Price Range is betw een $25,000 and $100,000.

NAICS Code: 236220 - Commericial & 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 w ill be aw arded based on low price.

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

Offerors must comply w ith 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

12-Aug-2021

(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 ________120 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 . 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):

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)

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

W912QR21Q0084 1 OF 57

26 AUG 2021

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

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

W912QR21Q0084

Section 00 10 00 - Solicitation

SPECIAL INSTRUCTIONS

Special Instructions The contractor shall furnish all materials, supplies, tools, parts, equipment, transportation, labor, supervision, communication, and quality control to construct and install a double vault toilet at Tailwater Stilling Basin Parking Lot including vaults, floor, and building. The requirement also includes an option to construct and install a double vault toilet at Beaver Creek Parking Lot including vaults, floor, and building. All materials and workmanship will be manufactured and accomplished according to industry standards and specifications.

Both sites are located at Barren River Lake, within Barren and Allen Counties, Kentucky.

Work will begin within 10 calendar days of the Notice to Proceed (NTP) and will conclude 120 calendar days after the Notice to Proceed.

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

Contractors will contact the project for site visit.

Technical Point of Contact (TPOC): Daniel Taylor, Natural Resource Specialist Barren River Lake 11088 Finney Road Glasgow, KY 42141

(270) 646-2055 Phone

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 beta.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 and option line items) 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

CLIN Description Unit Price Unit of Measure

Qty AMOUNT

0001 Tailwater Vault Toilet Install (Base)

JOB

0002 Beaver Creek Vault Toilet Install (Option)

JOB

TOTAL BASE & OPTION: $

CLIN 0001 (Base): Tailwater Vault Toilet Install CLIN 0002 (Option): Beaver Creek Vault Toilet Install

Section 00 20 00 - Instructions for Procurement

SCOPE OF WORK

Scope of Work Dated 13 July 2021

Tailwater and Beaver Creek Vault Toilet Install U.S. Army Corps of Engineers

Barren River Lake 11088 Finney Rd.

Glasgow, KY 42141

TP-1.1 GENERAL:

a. Description. The contractor shall furnish all materials, supplies, tools, parts, equipment, transportation, labor, supervision, communication, and quality control to complete the work listed below, at the areas specified at Barren River Lake, located in Barren and Allen Counties, Kentucky.

b. Work shall be provided in accordance with all Terms, Conditions, General, Specific and Technical Provision, Exhibits, Attachments, Drawings, etc. contained herein or incorporated by Reference. All distances and measurements given are approximate. Each interested contractor is urged to visit the job site to assess quantities, critical dimensions, and work conditions. All work will be done according to standard industry practices. Access to the work area is controlled and appointments to look at the site shall be coordinated with the Technical Representative. This includes all mandatory provisions of the Federal Acquisition Regulation (FAR), whether referenced or not, current at time of award.

c. Technical Point of Contact Daniel Taylor, Natural Resource Specialist Barren River Lake 11088 Finney Road

(270) 646-2055 Phone

d. Contractor Responsibility. 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 work is conducted in accordance with the contract and all applicable laws, regulations, or directives. The Contractor shall ensure all work meets or exceeds specifications.

The prime Contractor shall be responsible for ensuring all subcontractors comply with the provisions of this contract.

e. Performance Required. Special consideration of the Contractor is directed to the fact that required accuracy, thoroughness, safety, and progress of this work are essential to the intended purpose. The contractor must be cognizant of the difficulties involved and of the contingencies which may arise, and must make certain that their personnel, equipment, transportation facilities and supply of materials are adequate at all times to ensure complete compliance with all provisions of these specifications. The work shall be done under professional supervision by competent employees. All contract work shall be in accordance with the submitted documents, and any additions, revisions or deletions must be approved by the Contracting Officer or his/her authorized representative.

1. Qualifications: The contractor shall have at least five (5) years’ experience in the requirements for this Scope of Work.

f. Completion of Work. Completion of work shall include acceptable performance of all aspects of this contract.

g. Conditions.

1. Pre-Work Conference: The contractor will be required to attend a pre-work conference, scheduled at least one week prior to beginning work, where the Contractors plan of work, safety plan, security plan, start-up date, and other items included in this contract will be briefly discussed. The contractor will also be required to supply the necessary proof of liability insurance (copy of insurance forms) at that time. In addition, a copy of the Safety Data Sheet will be given to the government at this time and reviewed to ensure contractor compliance. This area is a secure area and the contractor will need to supply the government with a list of contractor personnel that will be working on-site.

2. Damages. The contractor shall be responsible for all damages to government or private property during the course of this contract. The contractor shall have appropriate insurance to cover liability and damages.

3. Hours and Days of Work. Work may be conducted between the hours of 6:30 a.m. and

7:00 p.m. Central Time, Monday through Friday (only during daylight hours). No work shall be performed outside of these times, on Saturdays or Sundays, or on federal Holidays, unless approved by the Technical Representative, or as otherwise noted below.

4. Payment Procedure/Additional Work. At no time should the contractor do additional work without prior authorization of the Contracting Officer, and no work shall be performed that will cause the Contractor to exceed the contract price. Work performed without a binding contract document authorizing such work shall result in the Contractor not being paid for that work performed. During the course of the contract, any additional work determined to be needed may be requested by the Technical Representative to the Contracting Officer for a Contract Modification.

a. Payment: Payment will be made by Electronic Funds Transfer (EFT), upon acceptance of the completed work and providing final invoice and labor records.

5. Contract Start and Completion Dates. Work under this contract shall begin within 10 calendar days of Notice to Proceed (NTP) being issued and must be completed within 120 calendar days of Notice to Proceed. Additional time may be granted for inclement weather, when coordinated with and approved by the Technical Representative. This includes delay of work that may occur during excessive rainfall or wet periods.

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. The Contractor shall, at all times prior to delivery, take care to protect and preserve all materials, supplies, and equipment of every description (including material and property which may be Government owned) and all work performed. All reasonable requests of the Contracting Officer or his/her authorized representative to enclose or specially protect such property shall be complied with. If so determined by the Contracting Officer, material, equipment, supplies, and work performed are not adequately protected by the Contractor, such property may be protected by the Government and the cost thereof may be charged to the Contractor or deducted from any payment due.

8. The Contractor will notify the Technical Representative or his/her authorized representative, upon commencement of work activities, and difficulties, interruption, or suspension of work, and when the required work has been completed. The Contractor shall update the Technical Representative, or their authorized representative, no less than once weekly on status of work being done.

Work will commence when the funds are allocated and work orders have been received from the Contracting Officer or his/her authorized representative.

TP-1.2 CONTRACTOR SUBMITTAL. Unless otherwise specified, the Contractor shall submit the following information to the Technical Representative prior to the pre-work conference for this contract:

a. Safety Plans. The Contractor shall submit, for acceptance by the Technical Representative, an accident prevention plan and Activity Hazard Analysis (AHA) in accordance with the requirements of the Corps of Engineer’s Safety and Health Requirements Manual, EM385-1-1, hereinafter referred to as the Safety Manual, current at the time of award.

b. Certification of Employees Qualified to Administer First Aid and CPR. The Contractor shall submit proof the appropriate number of employees, as required in the Safety Manual, are certified to administer First Aid and CPR.

TP-1.3 SAFETY.

a. General Safety. The Contractor shall comply with the safety standards contained in Corps of Engineers Manual, EM 385-1-1, “Safety and Health Requirements Manual”, current at the time of award, as well as all current provisions of the Occupational Safety and Health Act (OSHA).

b. Safety Manual Requirements. The Contractor and employees shall comply with all pertinent sections of the Corps of Engineer’s Safety and Health Requirements Manual, EM 385-1-1, current at the time of award, and any subsequent revisions. This manual will be available on the Internet at:

http://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1-1.pdf The Contractor’s safety plan must be submitted in writing and can be turned in at the same time as the pre-work conference.

c. Personal Protective Apparel and Equipment. Protective apparel and equipment, as identified in the AHA, shall be provided to eliminate or minimize hazards to personnel. As a minimum, each employee shall wear a sleeved shirt, long trousers and safety-toe shoes or boots during all contract work. Hard hats, face shields, safety glasses with side-shields, or goggles, and hearing protection shall be worn by employees when required by safety manual. Fire extinguisher(s) and first aid kit(s) meeting the Safety Manual standards shall also be provided and easily accessible to all employees.

d. Contractor Employees Certified in First Aid & CPR. The Contractor shall schedule employees so the appropriate numbers of certified personnel are on duty to administer First Aid and CPR as required by the Safety Manual. Copies of their certification shall be provided before work begins under this contract.

TP-1.4 ACCIDENT REPORTING. The Contractor shall maintain accurate accident records and report accidents as prescribed by the Technical Representative. Accidents shall be reported within 24 hours of occurrence, and all serious accidents (those resulting in death or injury requiring medical attention or lost time) shall be reported immediately.

TP-1.5 DAMAGE REPORTS. In all instances where Government property, equipment, natural features, landscape, or trees are damaged by contract employees, an immediate notification shall be made to the Technical Representative. A full report of the incident and extent of such damage shall be submitted to the Technical Representative within two working days of occurrence, excluding weekends and holidays.

TP-1.6 CONTRACT EMPLOYEES. All contract employees shall conduct themselves in a proper and courteous manner at all times. Contract employees shall comply with all provisions of Title 36, Chapter III, Part 327, CFR and obey all posted signs and regulations in the performance of the work under this contract. Being under the influence of or consuming alcoholic beverages or controlled substances by the Contractor or employees while on duty is prohibited.

TP- 2.1 SPECIAL REQUIREMENTS:

a. Security

1. Access and General Protection/Security Policy and Procedures. 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.

2. Suspicious Activity Reporting Training (e.g. iWATCH, CorpsWatch, or See Something, Say Something).

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 Technical Representative, 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 Technical Representative NLT 5 calendar days after the completion of the training.

3. Pre-screen candidates using E-Verify Program. 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 Technical Representative no later than 3 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, with the designated Government representative. This Form will be provided to the Contracting Officer and shall become part of the official contract file.

TP-3.1 GENERAL SPECIFICATIONS:

a. CLIN 0001 (Base): Tailwater Vault Toilet Install

Please Note: All distances and measurements given are approximate and should be verified by the contractor prior to ordering materials. Each bidding contractor is urged to visit the job site to assess quantities, critical dimensions, and work conditions. All work will be done according to standard industry practices.

Contractor shall furnish all materials, supplies, tools, equipment, transportation and labor in order to complete this Scope of Work. All materials and workmanship will be manufactured and accomplished according to industry standards and specifications.

1. Construct a double vault toilet and install at Tailwater Stilling Basin Parking Lot including vaults, floor, & building. Vault toilet must meet or exceed specifications on attached drawing (Exhibit 1).

2. Vault Toilets must be made of Precast concrete and have 1 room each containing:

a. Pit style toilet

b. Wastebasket

c. ADA compliant handrails at the location of the toilet.

d. Unisex signage on outside of the building. Can be on or beside the door.

3. 12” diameter round Vent pipes must be placed at the rear side of the building for the holding tank. The pipe shall be raised 3’ above the highest point of the roof and shall be straight up from the vault.

4. Double vault buildings shall be an all concrete design with a minimum 3/12 roof pitch.

5. Vault buildings shall have a minimum 4” wall, 4½” roof, and 5” floor thickness.

6. Vault buildings shall have a one-piece floor unit to prevent panels that migrate in different directions during periods of freeze/thaw stress.

7. Double vault buildings shall have two (2) one-piece full length and width vault unit to support the building, screen area, and snow loads evenly.

8. Dead Bolt shall be Certified ANSI/BHMA A156.5-2001 Grade 1 with Heavy duty tamper resistant and 2¾” backset.

9. Doors shall be steel that are flush panel type 1¾” thick, minimum 16-gauge galvanized steel, top painted with DTM ALKYD. Doors shall have a louvered vent (non-vision), on the lower half of the door that allows for adequate ventilation. Door vent shall be equipped with an insect screen.

10. Door frames shall be knockdown or welded type, single rabbet, minimum 16-gauge prime coated steel top painted with DTM ALKYD, width to suit wall thickness. Three (3) rubber door silencers shall be provided on latch side of frame.

11. Door Hinges shall be Three (3) per door with dull chrome plating 4½” x 4½”, adjustable tension, and automatic closing for each door.

12. Doorstop shall be Dome style stop meeting ANSI 156.16.

13. Door Sweep shall be provided at the bottom of door with an adjustable brush.

14. Double Coat Hook shall be 16-gauge (1.5mm), type 304 stainless steel, utilizing formed construction with a satin finish and have ³̷₁₆” x ⅞” nail in anchor. The upper hook shall extend at least 2½” from the wall and the lower hook will extend at least 1¼” from the wall.

15. Grab Bars shall be 18-gauge, type 304 stainless steel with 1½” clearance that are able to withstand 300-pound top loading.

16. Lockset shall be ANSI A156.2 Series 4000, Grade 1 cylindrical lockset for exterior door with a lever handle both inside and out. Either handle operates latch unless outside handle is locked by inside push-button. Push-button will automatically release when inside lever handle is turned or door is closed.

Emergency slot on exterior so door can be unlocked from the outside with a coin, screwdriver, etc. Inside lever always active. U.S. 26D finish.

17. Riser shall meet ADA standards. Molded one-piece HDPE polyethylene. Smooth surface and have high impact resistance at extremely cold temperatures.

18. Signs to have raised pictograms, letters, and braille to meet ADA. The interior to have “No Trash in Vault” sign. All signs inset a minimum of ¾” into wall with 45-degree bevel. All signs to be anchored into concrete with ¼” x ¾” concrete anchor nails.

19. Toilet Paper Dispenser shall be constructed of ¼” thick, type 304 stainless steel. Holds three (3) standard rolls of toilet paper. Fastening system able to withstand 300-pound top loading.

20. Polyethylene Vault Liner shall be made of a Roto molded 8460 polyethylene. Holds up to 1,000 gallons of waste or 15,000 uses per vault. Minimum thickness .100. Molded dovetail embeds to attach the liner to concrete walls of the vault. Welded two (2) C-channels to attach the liner to the bottom of the vault.

21. Wall Vent cover shall be 14-gauge, type 304 stainless steel painted with DTM and anchored into the concrete wall with high strength anti-rust tap con fasteners. Vent louver frame and louvers shall be non-vision, .1” extruded, aluminum jet coat finish. Vent shall have insect screen. Cover to be recessed a minimum ¾” on exterior walls with a 45-degree bevel. Interior to be flush mounted. Wall vent will not protrude from the wall.

22. Windows and Vault Cleanout Cover frames shall be constructed from steel. Window glazing shall be ³̷₁₆” thick translucent pebble finished mar-resistant Lexan. Plate for vault cleanout cover shall be ¼” thick diamond plate steel. Lid shall be hinged and configured so that it can be locked with a padlock. A gasket shall be provided around the entire perimeter of the lid to provide an airtight seal. Windows to have ¾” recess with 45-degree bevel. Windows frames to have vandal resistant fasteners.

23. Exterior of the building must have a split face block wall style texture and be dark brown in color.

24. Roof must have a cedar shake style texture and be dark green in color.

25. Bid price must include delivery and installation and the facility must be ready for visitors to use when completed.

26. Each vault must have a capacity to hold at least 1,000 gallons and be polyethylene lined.

27. Must have cleanout pipe on exterior of building that extends to above-ground level to access holding tank.

28. Site prep and finish grading, seeding, and strawing will be completed by project personnel at Barren River Lake.

29. Contractor must supply site prep specifications at least 30 days in advance of vault installation for site prep to be completed by project personnel.

Exhibit 1 – Standard Floorplan Example

A t l ea st

1’

D ee p At least 14’ Wide

Exhibit 2 Tailwater Aerial

b. CLIN 0002 (Option): Beaver Creek Vault Toilet Install

1. Construct a double vault toilet and install at Beaver Creek Recreation Area including vaults, floor, & building. Vault toilet must meet or exceed specifications on attached drawing (Exhibit 1).