W912ES23Q0012-0002 RFQ Chg Completion Date - Precast Vault Toilets-LQP 16Feb23.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of Amendment 0002 to W912ES23Q0012 for three (3) precast Vault Toilets - LQP Day Use Areas construction project is to:

- Revise the completion date for this construction project from 31 August 2023 to 16 May 2024. See attached SOW.

- Extend the due date and time for quotes to 09 March 2023 at 12:00pm Central time.

- Update Quote Submittal Instructions. See highlighted area attached.

All other terms and conditions of RFQ W912ES23Q0012 remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 12

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 16-Feb-2023

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912ES23Q0012

X 9B. DATED (SEE ITEM 11)

30-Jan-2023

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

16-Feb-2023

CODE

CONTRACTING DIVISION

USACE, ST PAUL

332 MINNESOTA STREET

SUITE E1500

ST PAUL MN 55101-1323

W912ES 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912ES23Q0012

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 14-Feb-2023 12:00 PM to 09-Mar-2023 12:00 PM.

The following Delivery Schedule item for CLIN 0002 has been changed from:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

31-AUG-2023 3 LAC QUI PARLE PROJECT

J MARK NESVIG

9055 FIRST STREET WEST

WATSON MN 56295-0177

FOB: Destination

966312

To:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

16-MAY-2024 3 LAC QUI PARLE PROJECT

J MARK NESVIG

9055 FIRST STREET WEST

WATSON MN 56295-0177

FOB: Destination

966312

The following have been modified:

STATEMENT OF WORK

16 February 2023 Project Description and Location

The U.S. Army Corps of Engineers, St. Paul District (USACE) requires a Contractor to furnish and install three (3) precast, single-access ABA compliant vault restrooms each with concrete privacy/entrance screen. One (1) vault toilet shall be located at each of the following USACE Lac Qui Parle (LQP) Day Use Areas:

LQP Dam (east side), northwest of Watson, MN Marsh Lake, southwest of Appleton, MN Highway 75 Dam, southeast of Odessa, MN

See Overhead Maps and site pictures of each location in Attachment 1 of this document.

Scope of Work

The Contractor shall provide delivery and installation (offload) of three (3) precast vault restroom systems at the locations listed above. Installation and setup includes lifting and placement of vault building on prepared site, and setup to ensure the facility is ready for use. Contractor shall provide site preparation instructions detailing hole dimensions to USACE. USACE shall excavate and prepare the vault site in accordance with the vault restroom manufacturer’s installation guidance and recommendations.

Specifications Each vault restroom facility must meet the following minimum specifications:

- Pre-cast concrete design to withstand snow loads of a minimum of 250 pounds per square foot on the roof and withstand wind effects of 120 mile per hour wind load or 180 mph (3-second gust) wind exposure C.

- Concrete – Cement must be low alkali type I-I or type III conforming to ASTM C-150, Aggregates will conform to ASTM C33 with a designated size of course aggregate #67

- Minimum water/cement ratio must not exceed 0.40. Slump must not exceed 5” with normal water reducing agent or 7” with super plasticizer

- Air entrained admixtures that conform to ASTM C260. Water reducing admixtures that conform to ASTM C494, Type A, Plasticizing admixtures that conform to ASTMC 1017, Other admixtures may not be used without customer approval.

- Color additives that conform to ASTM C979. A 6”x12”x2” color sample shall be available for customer approval

- All reinforcing steel conforming to ASTM A615. All welded wire fabric conforming to ASTM A185.

- All reinforcements new, free of dirt and oil.

- Steel reinforcement centered in the cross-sectional area of the floor and roof

- Maximum allowable variation for center-center spacing of reinforcement steel is ½”.

- Full lengths of reinforcement steel and reinforcement bars bent cold.

- Diagonal reinforcement placed around all openings.

- All exterior surfaces pre-finished.

- Front entrance privacy screen/wall that is part of the manufactured vault restroom with like materials.

- Sweet Smell Technology or equivalent.

- 1000-gallon waste tank.

- Dual Vault Ventilation with 12” minimum diameter vent stack and a minimum of 3’ above peak height of the roof. Vent Stacks must include screens to prevent wildlife from entering the stack and vault.

- Vent cover: 14-gauge 304 stainless steel powder coated matte black and anchored into the concrete wall with high strength anti-rust tap con fasteners. The vent louver frame and louvers must be non-vision .1” extruded aluminum jet coat finish. Vent with insect screen. Cover recessed a minimum ¾” on exterior walls with a 45-degree bevel. Interior flush mounted. Wall vent must not protrude from the wall.

- Door handles: ABA compliant, Stanley Best 7KC 37 R 15D STK 626 7-Pin Contour Angle Return Medium Duty Lockset, Standard, Classroom Style, Satin Chrome Color. Doors must include a dead bolt with a “vacant” & “occupied” indicator built into the locking mechanism.

- Steel Door: Flush panel type 1-3/4” thick 16 gauge minimum galvanized painted with DTM Alkyd (Direct-To-Metal Enamel high-build alkyd coating with rust-inhibitive properties). Each door must have a lower vent. Three hinges per door (dull chrome or stainless steel) 4-4-1/2” x 4-4-1/2”, adjustable tension and an automatic door closer for each door. Door sweep will be provided at the bottom of door and be an adjustable brush type. Rubber door silencers must be provided on latch side of frame.

- Doorstops installed with each door, doorstop must have a cast metal base, U.S. 26D finish with gray rubber 2-3/8” diameter bumper with a 1” projection.

- Interior “No Trash in Vault” Sign centered on wall 5ft above floor behind toilet. Sign must be anchored into the wall with ¼”x ¾” concrete wall anchors.

- Door louvers fixed, inverted split Y, non-vision, 18-gauge cold rolled steel.

- Wall louvers Heavy Duty Kick Proof Vent.

- Windows and cleanout cover frames constructed from steel – powder coated matte black.

- Window glazing 1/4” thick Lexan polycarbonate.

- Windows with ¾” recess, 45-degree bevel and frames with vandal resistant fasteners.

- Heavy duty automatic door closers on all doors.

- Cedar Shake Roof Texture roof color must be charcoal gray or equivalent color.

- Exterior wall exposed aggregate finish or equivalent.

- Roof pitch to be 3/12 or 4/12 pitch.

- Facilities must be labeled with Unisex and ADA accessible facility. Signs to have raised pictograms, letters, and braille to meet ADA/ABA regulations.

- Minimum of two windows each or a gable window for each side on either the front or back.

- Building design, furnishings, and furnishing placement must comply with all ADA/ABA Accessibility requirements.

- Vent stacks rock screens installed.

- Toilet paper holders for each bathroom stall must be stainless steel jumbo core toilet paper dispenser that holds two 9” toilet paper rolls, Bobrick Model B-2892 or equivalent.

- Caulking between vault and toilet floor must be 1”x1” butyl tape designed specifically to bond precast concrete to precast concrete or equivalent.

- Vault liner must be one-piece 0.187” thick LDPE plastic liner that can hold up to 1,000 gallons of waste. Vaults liner must be warranted against leaks for a period of seven (7) years.

- Caulking service temperatures from -40 to +194 degrees Fahrenheit.

- Interior and exterior joints caulked with a paintable polyurethane sealant or matching caulk colors to vault colors.

- Grout must be a non-shrink type and painted to match the color of surrounding concrete.

- Epoxy concrete adhesives must be two component rigid, non-sag gel adhesive for bonding to dry or damp surfaces, moisture insensitive.

- Cement base coating formulated with a very fine aggregate system and built-in bonding agent.

- Double Coat hooks constructed of solid brass with a brushed chrome finish.

- Grab bars: 18-gauge, type 304 stainless steel with 1-1/2” clearance, and able to withstand 300 pounds of loading.

- Toilet riser: 18” high, white cross-linked polyethylene, with heavy duty seat and lid.

- All signs inset a minimum of ¾” into wall with 45-degree bevel.

- All metal surfaces inside and out must be powder coated.

- Units must be properly packaged to protect against transportation damage during delivery.

- All Materials warranted according to the manufacturer’s specifications.

- Total dimension of the building and wind screens combined must be approximately 13’ 2” x 6’ 10”.

Responsibility

Contractor is responsible for the proper delivery and install of all vault components. Contractor is responsible for verifying project site location and must provide all applicable measurements of the vault to the Contracting Officer for approval prior to delivery.

Contractor is responsible for all backfill after installation.

Contractor is responsible for removing all debris, trash, and materials from USACE property related to the vault project delivery, installation, and backfill. The use of existing USACE trash containers is not permissible.

Contractor will be responsible for application of any touch up paint or patching after vault is put in place.

Contractor is responsible for any damage/defects in the pre-engineered building and if any component is judged to affect structural integrity of the building it will be rejected and will be the responsibility of the Contractor to replace.

Contractor must patch small holes, depressions and air voids with a manufacturer-approved, suitable material. The patch must match the finish and texture of the surrounding surface and be approved by the Contracting Officer.

Patching will not be allowed if structural integrity of the building is affected.

Contractor is responsible for adhering to all seasonal load restrictions in accordance with https://www.dot.state.mn.us/materials/pvmtdesign/sll/index.html.

Contractor is responsible for coordinating with Contracting Officer and other Contractors on-site to maintain awareness of ongoing, on-site projects during the period of performance of this project.

USACE will be responsible for all finish grade, seeding, and straw after Contractor’s installation, backfill and cleanup.

Hours of Operation

7:00 am to 3:30 pm Central Time, Monday thru Thursday. No work shall be performed on Fridays, weekends or observed National holidays.

Site Visit

Contractors may schedule a site visit Monday through Thursday from 8:00 to 3:00 up to 2 days prior to close of bid. See FAR Clause 52.236-27 for further information regarding site visit. All Interested Firms are strongly encouraged to schedule a site visit.

Submittals

- Quote must include the manufacturer’s catalog/cut sheets of the quoted vault restroom facility.

- Vault restroom facility manufacturer’s detailed plans and specifications must be provided to the Contracting Office with Work Plan to allow the USACE to excavate and prepare the site for Contractor’s vault placement.

Performance Period

Notice to Proceed to 16 May 2024.

Work Plan

Contractor shall submit a Work Plan that details the sequence and scheduling of the proposed work during a Monday – Thursday work week. The Work Plan shall be submitted to the Contracting Officer within 10 days of Notice to Proceed. The Work Plan shall be discussed at the initial pre-construction meeting. The Work Plan must be accepted prior to start of work.

Safety Plan

The contractor shall submit a Safety Plan for performing the work. The Safety Plan shall be in conformance with the Safety and Health Requirements Manual, US Army Corps of Engineers EM 385-1-1 (latest edition). The Safety Plan shall be reviewed by the Corps and discussed at the initial pre-construction meeting. The Safety Plan must be accepted prior to start of work. The web site for the “Safety and Health Requirements Manual”, USACE EM 385-1-1

(latest edition) is http://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1- 1.pdf

Clean Up

Contractor shall be responsible for removal and disposal of all construction debris. Disposal of debris shall be off-site and meet all local, County and State disposal codes.

Coordination

All work shall be coordinated with the Contracting Officer.

Initial Meeting

The pre-construction meeting shall be held at the LQP Project Area before commencing work. The Safety Plan, Work Plan, schedule, and coordination requirements shall be discussed.

Attachment 1- Maps / Pictures

SECTION 00 21 13 - INSTRUCTIONS TO BIDDERS

The following have been modified:

SUBMITTAL INSTRUCTIONS

This solicitation is a Request for Quote (RFQ), which should result in one firm fixed price contract. This solicitation is not an Invitation for Bid (IFB) or a Request for Proposal (RFP).

Any questions concerning this RFQ shall be accepted via email to toni.w.wasgatt@usace.army.mil and jesse.l.onkka@usace.army.mil

Quotes must be sent via email to toni.w.wasgatt@usace.army.mil and jesse.l.onkka@usace.army.mil and must contain the following:

1. Complete SF 1442 Blocks 14, 15 and 20 a-c) (with signature in Block 20b).

2. Complete pricing for both Contract Line Items (CLINS) 0001 and 0002 to include bonds, unit pricing and all construction related requirements.

3. Complete FAR 52.204-8 Annual Representations and Certifications.

4. A copy of the commercially available prefabricated, precast building manufacturer’s cut sheets, catalog pages, and make/model drawings and specs of the restrooms quoted.

5. Provide up to five construction project past performance references for your firm. References must include contact information and reference the contract number of any government contracts.

Quotes must be received no later than the date and time stated in SF 1442, Block 13A. Quotes received after that date and time are late and may not be considered for evaluation and contract award.

All quotes will be technically reviewed to ensure the quoted commercial, prefabricated precast vault restroom building adheres to the specifications provided herein and shall be evaluated by the total price of both CLINS.

Quoter shall be registered in the System for Award Management (SAM) https://sam.gov to include the FAR and DFARS Representations and Certifications section, with the NAICS Code 238120 Structural Steel and Precast Concrete Contractors.

For assistance with SAM, please contact:

SAM Service Desk Website https://www.fsd.gov U.S. Calls 1-866-606-8220 Hours of Operation Monday-Friday 8am to 8pm ET

Interested firms are responsible for monitoring https://sam.gov for any amendments to this solicitation. It is the responsibility of the firm to specifically acknowledge all amendments to this solicitation with its quote. The preferred method of amendment acknowledgement is to return a signed copy of the amendment’s (Form SF30) first page as a .pdf document attached to the quote. Failure to acknowledge amendments may results in the quote’s removal from consideration for contract award.

As a component of the U.S. Government, the U.S. Army Corps of Engineers is exempt from Federal, State, and Local Taxes, including sales taxes. Do not include sales tax(es) in quoted price.

All pricing (unit, total, subtotal, grand total, etc.) must be in whole penny amounts.

(End of Summary of Changes)