A.01.02_Solicitation Amendment_1.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 this amendment is to revise the speciifications to include restroom only for both locations and to extend the closing date to 11 January 2021.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY

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 W9127S21Q0006

X 9B. DATED (SEE ITEM 11)

07-Dec-2020

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.

00001

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

17-Dec-2020

CODE

CONTRACTING DIVISION

USACE, LITTLE ROCK (W9127S)

700 W. CAPITOL AVE, RM 7315

LITTLE ROCK AR 72201-3225

W9127S 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9127S21Q0006

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 1449 - CONTINUATION SHEET

SOLICITATION/CONTRACT FORM

The required response date/time has changed from 21-Dec-2020 03:00 PM to 11-Jan-2021 03:00 PM.

SUPPLIES OR SERVICES AND PRICES

CLIN 0001

The CLIN description has changed from Trulock Park Restroom/Shower to Trulock Park Restroom.

CLIN 0002

The CLIN description has changed from Old Post Restroom/Shower to Old Post Restroom.

TABLE OF CONTENTS

The Table of Contents has changed from:

Exhibit/Attachment Table of Contents

DOCUMENT TYPE DESCRIPTION PAGES DATE

Attachment 1 Scope of Work 9 to:

Exhibit/Attachment Table of Contents

DOCUMENT TYPE DESCRIPTION PAGES DATE

Attachment 1 Scope of Work 9 Attachment 2 SOW Updated

(End of Summary of Changes)

SPECIFICATIONS FOR PRE-ENGINEERED RESTROOM TO INCLUDE

SUPPLY OF ALL COMPONENTS, CONSTRUCTION, DELIVERY AND

SET-ONLY INSTALLATION AT TRULOCK PARK PINE BLUFF

ARKANSAS, OLD POST PARK RUSSELLVILLE ARKANSAS,

(MKARNS PROJECT OFFICE)

SCOPE

Furnish deliver and set-only install two pre-engineered restrooms including all of the engineering, construction and interior finishing of a pre-cast restroom building.

The details for each specific restroom for the various location will be addressed later in this scope of work. Sanitary sewer service will be provided by septic field (not a part of this contract). Contract will include deliver and set-only installation of this building. The building supplier is also responsible for building installation on customer prepared pad based upon contractor supplied specifications. Building supplier installation work will generally include crane rental and final setting on customer prepared slab. Contract will require installation to be completed to a fully functional and useful facility.

TRULOCK PARK PINE BLUFF ARKANSAS

This building shall have stainless steel plumbing fixtures (2-lavatories, 2-water closets), two soap dispensers, two Saniflow hand dryers, hot water heater, two 3-roll toilet paper holders, two exhaust fans, three GFI outlets, three floor drains, two s/s mirrors, ADA grab bars, ADA signs, one hose bib in chase area, ADA frost free drinking fountain, heater package for rooms and chase, three exterior 16-guage galvanized steel doors and frames, motion controlled interior lights and photo cell controlled exterior lights. A minimum of one 80 water heater.

Additionally, the building shall have a separate room housing utility/mechanicals (chase area). Exterior aesthetic factor simulated cedar shake or rib metal roof and barn wood over Napa Valley wall texture, two tone color, and colors to be approved by customer (MKARNS Project Office) prior to use. The exterior dimensions of the building should be 10’3” x 19’0”.

OLD POST PARK RUSSELLVILLE ARKANSAS

This building shall have stainless steel plumbing fixtures (4-lavatories, 5-water closets, 1-urinal), two soap dispensers, four Saniflow hand dryers, hot water heater, five 3-roll toilet paper holders, two exhaust fans, five GFI outlets, five floor drains, four s/s mirrors, ADA grab bars, ADA signs, one hose bib in chase area, ADA frost free drinking fountain with bottle filler, heater package for rooms and chase, three exterior 16-guage galvanized steel doors and frames, motion controlled interior lights and photo cell controlled exterior lights. A minimum of one 80 gallon water heater. Additionally the building shall have a separate room housing utility/mechanicals (chase area). Exterior aesthetic factor simulated cedar shake or rib metal roof and board and batten with Napa valley rock wall texture, two tone color, colors to be approved by customer (MKARNS Project Office) prior to use. The exterior dimensions of the building should be 20’0” x 26’0”.

DESIGN CRITERIA

The restroom building will be designed to meet the following criteria. Successful bidder will provide calculations and Engineer’s stamped drawings at the time of contract award or upon request by the Government.

SNOW/WIND LOAD

The restroom building will withstand a snow load that meets the maximum regional requirements found locally for the installation location.

The restroom building will withstand the effects of the applicable standard wind load requirement found locally for the installation location.

ADDITIONAL DESIGN STANDARDS

The restroom building will meet the requirements of the American with Disabilities Act Requirements and Uniform Federal Accessibility Standards as of the date of these specifications.

The restroom building will meet seismic requirements and local code for Central Arkansas.

All reinforcing steel will conform to ASTM A615. All welded wire fabric will conform to ASTM A185.

Interior and exterior joints will be caulked with a paintable polyurethane sealant.

Caulking service temperatures will be from -40ºF to +194ºF.

Grout will be a non-shrink type and painted to match the color of surrounding concrete as nearly as possible.

All paints and materials will conform to all federal specifications or be similar “top-of-the-line-components.”

STRUCTURE CONFIGURATION

The restroom will be pre-engineered/designed and constructed to have a minimum of three separate rooms, one for men, one for women, and one housing the utility/mechanicals.

There will be exterior lockable doors to provide access to the individual rooms.

Doors shall have deadbolt locks only be lockable and unlockable on the exterior side of the door. Deadbolts will be certified ANSI/BHMA A156.5-2001 Grade 1.

Heavy duty tamper resistant. 2¾” backset. U.S. 26D finish. Doors will be flush panel type 1¾” thick, minimum 16-gauge galvanized steel, top painted with DTM ALKYD. Door frames will 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 will be provided on latch side of frame. Door hinges will be three (3) per door with dull chrome plating 4½” x 4½”, adjustable tension, and automatic closing for each door. Lockset will meet ANSI A156.2 Series 4000, Grade 1 cylindrical lockset for exterior door. 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.

The utility/mechanical room shall run the full length of the building between both the men’s and women’s restroom. This utility/mechanical room shall provide access to electrical panel boxes, plumbing and ventilation equipment, valves, electric heating, mop sink, etc. Placement of mechanical, plumbing and electrical components shall be in a manner to allow easy access to the rear of the mechanical room.

Provide duplex GFCI electric outlets, according to National Electric Code, at each sink site, including one in mechanical/utility room.

Provide one interior frost proof hydrant in mechanical/utility room, and one on the exterior of structure. The frost proof hydrant exposed to the general public will be provided with vandal resistant removable key design.

The restroom building will be designed to meet the accessibility requirements put forth by federal, state, and local statutes. The flush building is an all concrete design with a minimum 3/12 roof pitch. The flush building shall have a minimum 4” wall, 4½” roof, and 5” floor thickness. All wall to floor interior surface seams shall have a minimum 1” radius coving made of high strength grout. + Recycled Material + LED Lighting

The building and its concrete footings, foundation, and slab are to be engineered by the building supplier to meet site specific conditions including wind and snow loading, local frost depth, and ground conditions. Footings are to be dug by the customer and poured on site to meet local code for permanent structures.

MATERIALS

The concrete mix will conform to the engineered design provided by contractor and to the following standards and have a quality appearance.

Concrete will contain a minimum of cement to meet engineering design and shall be a minimum of 3000 psi compressive strength. Coarse aggregates used in the concrete mix design will conform to standard designs and must meet pre-engineered requirements. No excess honeycombs or other voids shall be allowed in any concrete placed.

Finish on exterior building walls will be colored concrete, supplier to provide color samples. The customer (MKARNS Project Office) will approve all colors prior to use.

Any item/components that do not meet enclosed specifications or are found to affect the structural integrity/longevity/public safety of the structure will be rejected.

SEALER, PAINT, GROUT AND CAULK

All paints and materials will conform to all federal specifications or be similar “top-of-the-line-components.” Type of paints for toilets. Inside concrete surfaces. Interior floors will be a chemical resistant urethane. The color will be gray. Interior walls and ceilings will be a modified acrylic, water repellent penetrating stain. The color will be white followed by a clear acrylic anti-graffiti sealer. Metal surfaces both inside and out. DTM ALKYD. Exterior concrete surfaces. Exterior slab will be clear sealer. Exterior walls and roof will be a water repellent penetrating stain in the same color as the walls or roof followed by a clear acrylic anti-graffiti sealer. The color will be approved by customer (Pine Bluff Site Office) prior to use by building supplier. Caulking, Grout, Adhesive and Sealer. Caulking service temperatures from -40ºF to +194ºF. Interior and exterior joints are caulked with a paintable polyurethane sealant. Grout is a non-shrink type and are painted to match the color of surrounding concrete as nearly as possible. Cement base coating is formulated with a very fine aggregate system and is a built-in bonding agent.

GRAB BARS

Grab bars will be stainless steel, able to withstand standard loading applicable to ANSI. Grab bars shall be ADA compliant and installed in the correct location for ADA compliance.

TOILET PAPER DISPENSER

Dispensers will be constructed of stainless steel, and be lockable. It must be able to contain a minimum 3 rolls of toilet paper. Each toilet stall shall be equipped with minimum of one dispenser. Dispensers in the ADA toilet stall must be installed in the correct location for ADA compliance.

EXTERIOR STEEL DOORS

Doors will be flush panel type 1¾” thick, minimum 16-gauge galvanized steel, top painted with DTM ALKYD color to be approved by customer (Pine Bluff Site Office) prior to use by the building supplier. Door frames will 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 will be provided on latch side of frame.

VENTILATION FANS

Each room shall have electric exhaust fan that meets the minimum requirement for the room size with automatic switch activation with exterior rain hood. The automatic activation switches shall have a bypass that will allow for constant operation.

LOCKSETS & DEAD BOLTS

Door locks shall be ADA compliant, small format Best Type, interchangeable core. Kick plate shall be 34” x 10” with stainless steel finish, preinstalled on door.

MIRRORS

Each sink will have a mirror a minimum of 18” x 36” frameless 430 18-gauge stainless steel with #8 bright polish.

WINDOWS

Window frames will be constructed from steel. Window glazing will be ³̷₁₆” thick translucent pebble finished mar-resistant Lexan. Windows to have ¾” recess with 45-degree bevel. Window frames to have vandal resistant fasteners.

PLUMBING

Waste and vent material – ABS or PVC plastic and will be plumbed to meet Uniform Building Codes.

Install a minimum of 80 gallon high efficiency water heaters. Water heaters shall be commercial grade electric water heaters.

TOILET/SINKS

Toilet – Constructed with stainless steel, wall hung, with siphon jet action. Toilet will have a back spud for a concealed flush valve connection and will be mounted with the top of the seat 18” above the finished floor. Seat will be heavy duty with an open front.

Lavatory – Constructed with stainless steel with back splashguard, front overflow opening, equipped with brass trap and drainpipe without stopper. Sink will be 20” wide x 18” front to back x 5¾” deep with ADA trap cover.

Hand dryers shall be automatic high speed energy efficient. There shall be one hand dryer located near the sinks in each restroom.

ELECTRICAL

All electrical wiring will meet the NEC (National Electric Code) and be enclosed in conduit, surface mounted in mechanical/utility room, or placed concealed in user’s area. All wire will be copper.

All lights both interior and exterior will be LED type. Interior lights will be motion controlled. Exterior lights will be photo cell controlled and vandal resistant.

An electric heater shall be provided in the mechanical/utility room and each restroom room that will be adequate to prevent pipes freezing over for the climate in this region.

FINISH AND INSTALL

Additional requirements.

Interested bidders will supply Government with detailed plans and submittals for all items specified herein. Successful bidder must provide Government a detailed delivery and construction schedule within 10 days after award. Successful bidder will have the building completely constructed and in complete working order NO LATER THAN: 120 days from contract award date. Included in this contract is all engineering, equipment, labor and trades, shipping, off-loading supplies and materials, all supplies and materials needed to construct this pre-engineered restroom building, offloading, securing and storing all materials and construction/installation of the precast building package and all equipment.

Setting of completed structure on customer prepared pad based on building suppliers provide drawings/specifications. All facilities must be fully operational and in working order upon completion of this install. Contractor will be required to meet all safety requirements as specified by EM-385-1-1, Corps of Engineers safety manual latest edition and all other Federal and State safety requirements during all work phases on Government property.

The building supplier shall have no more than 120 days after date of award to project close out. After the contract has been awarded, the building supplier will contact the COR at the Pine Bluff Site Office (501-340-1309) within 5 work days to schedule a pre-work conference. The purpose of the conference will be to review the project work scope, safety, schedules, timelines, plans, specifications and miscellaneous items for the project. Building supplier shall provide a milestone schedule no more than 7 days after the contract is awarded. All work must be completed by this time. This includes complete sign off by the government. Uncompleted work is the responsibility of the building supplier.

The building supplier is responsible for restoring any Government facilities or structures damaged as a result of his/her operations, to meet or exceed preexisting condition. Reasonable care shall be used to avoid damage to existing structures, equipment and vegetation in the recreational areas and other areas of Government property. Any such damage shall be repaired, or the items replaced by the building supplier at no cost to the Government. If the building supplier does not make such repair or replacement, the cost thereof will be deducted from payments to be made to him/her. The building supplier shall advise the COR of any damage to the facilities due to vandalism or other causes on the day he/she first notices such damage.

WARRANTY

All furnished items, materials will be fully warranted, regardless of needed repair, whether labor, parts, or replacement, for one full year. This time period begins once the facility is installed on site and is accepted and becomes fully operational.

SAFETY REQUIREMENTS

Contractor will be required to comply with all pertinent provisions of Corps of Engineer’s manual EM 385-1-1, entitled "Safety and Health Requirements Manual". The contractor will also be expected to comply with the Occupational Safety and Health Act of 1970 (OSHA) Standards.

ENVIRONMENTAL REQUIREMENTS

Contractor shall comply with all local, State, and Federal environmental laws, rules and regulations in the performance of this contract.

QUALITY CONTROL

The contractor shall establish and maintain quality control to assure compliance with contract requirements. The Contractor shall furnish daily reports to the Quality Assurance representative on a regular schedule to ensure that specifications are being met within the contract requirements.

DEFINITIONS:

Inspection: The examination and testing of supplies or services to determine whether the supplies or services conform to contract requirements. Inspection is the process of measuring, examining, testing, or otherwise comparing the unit of service with the requirements.

Quality Assurance (QA): Action by the Government to verify that the quality of purchased goods and services received is acceptable in accordance with established standards and requirements of this contract, also the actions taken by the Government to evaluate service delivery to determine conformance to the requirements of the contract.

Quality Control (QC): Action by the Contractor to ensure that products and services offered for delivery conforms to the requirements of the contract.

Contractor methods and actions including performing inspections of work performed.

GOVERNMENT FURNISHED ITEMS. The government will provide an exact location by stakes or other approved method, clear and level site free of overhead and or underground obstructions. The government will also provide access to the site for truck delivery and sufficient area for the crane to install and the equipment to perform contract requirements. The government will provide water, electrical and sewage site connections in accordance with contractor furnished drawings.

CONTRACTOR FURNISHED ITEMS. The contractor shall furnish all labor, materials and supplies necessary to complete work as per these specifications. All local and state requirements and permits applicable to this job shall be obtained and in possession of the contractor for the pre-construction meeting for record along with all other QC, Safety and any other requirements set forth for this project.