17-T-0006.pdf

SEE ADDENDUM

(No Collect Calls)

W9098S-17-T-0006 07-Oct-2016

b. TELEPHONE NUMBER

309-782-1598

8. OFFER DUE DATE/LOCAL TIME

03:00 PM 20 Oct 2016

5. SOLICITATION NUMBER 6. SOLICITATION ISSUE DATE

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

STANDARD FORM 1449 (REV. 2/2012)

Prescribed by GSA – FAR (48 CFR) 53.212

(TYPE OR PRINT)

(SIGNATURE OF CONTRACTING OFFICER)

ADDENDA ARE

26. TOTAL AWARD AMOUNT (For Gov t. Use Only )

23.

CODE 10. THIS ACQUISITION IS

SUCH ADDRESS IN OFFER

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT

BELOW IS CHECKED

TELEPHONE NO.

W9098S9. ISSUED BY

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a. UNLESS BLOCK

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME

SABRINA L. LOWE

2. CONTRACT NO. 3. AWARD/EFFECTIVE DATE 4. ORDER NUMBER

(TYPE OR PRINT)

30b. NAME AND TITLE OF SIGNER 30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER

30a. SIGNATURE OF OFFEROR/CONTRACTOR 31a.UNITED STATES OF AMERICA

0 27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1. 52.212-4. FAR 52.212-3. 52.212-5 ARE ATTACHED.

25. ACCOUNTING AND APPROPRIATION DATA

1. REQUISITION NUMBER

20.

ADDITIONAL SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.

OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, AND 30

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

W52H1B6104027W

ARE NOT ATTACHED

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA ARE ARE NOT ATTACHED

(BLOCK 5), INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE

SET FORTH HEREIN, IS ACCEPTED AS TO ITEMS:

. YOUR OFFER ON SOLICITATION

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

% FOR:SET ASIDE:UNRESTRICTED OR X

SMALL BUSINESSX

17a.CONTRACTOR/ CODE FACILITY

OFFEROR CODE

ROCK ISLAND ARSENAL (ACC-RI)

JOINT MANUFACTURING & TECHNOLOGY CENTER

BLDG 211 RODMAN AVENUE

1 ROCK ISLAND ARSENAL

ROCK ISLAND IL 61299-5000

18a. PAYMENT WILL BE MADE BY CODE

RATED ORDER UNDER

DPAS (15 CFR 700)

13a. THIS CONTRACT IS AX

13b. RATING

D0-C9

CODE15. DELIVER TO CODE W52H1B 16. ADMINISTERED BY

12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

SEE SCHEDULE

14. METHOD OF SOLICITATION

RFQ IFB RFPX

TRANSPORTATION OFFICER, W52H1C

TRANSPORTATION OFFICER

BLDG 299, BECK AND GILESPIE

EAST END, RECG DOOR 16A

ROCK ISLAND IL 61299-5000

TEL: FAX:

FAX:

TEL: SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

8(A)

HUBZONE SMALL

BUSINESS

SIZE STANDARD:

$15,000,000

NAICS:

238110

OFFER DATED

29. AWARD OF CONTRACT: REF.

DELIVER ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND

EMAIL:

TEL:

31c. DATE SIGNED

SEE SCHEDULE

SCHEDULE OF SUPPLIES/ SERVICESITEM NO. QUANTITY UNIT UNIT PRICE AMOUNT

24.22.21.19.

WOMEN-OWNED SMALL BUSINESS (WOSB)

ELIGIBLE UNDER THE WOMEN-OWNED

SMALL BUSINESS PROGRAM

EDWOSB

32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

(CONTINUED)

PAGE 2 OF65

ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED: ______________________________________________________

32a. QUANTITY IN COLUMN 21 HAS BEEN

RECEIVED INSPECTED

32b. SIGNATURE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32c. DATE 32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE 32f . TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

37. CHECK NUMBER

FINALPARTIALCOMPLETE

36. PAYMENT35. AMOUNT VERIFIED

CORRECT FOR

34. VOUCHER NUMBER

FINAL

33. SHIP NUMBER

PARTIAL

38. S/R ACCOUNT NUMBER 39. S/R VOUCHER NUMBER 40. PAID BY

41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT

41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER 41c. DATE

42a. RECEIVED BY (Print)

42b. RECEIVED AT (Location)

42c. DATE REC'D (YY/MM/DD) 42d. TOTAL CONTAINERS

STANDARD FORM 1449 (REV. 2/2012) BACK

Prescribed by GSA – FAR (48 CFR) 53.212

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

SEE SCHEDULE

20.

SCHEDULE OF SUPPLIES/ SERVICES

21.

QUANTITY UNIT

22. 23.

UNIT PRICE

24.

AMOUNT

19.

ITEM NO.

W9098S-17-T-0006

Section SF 1449 - CONTINUATION SHEET

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Lot FSC: 7777 Name: SERVICE - FLOO Part Number:

FFP

Description: SERVICE - RESTORATION OF FLOORING OF VARIOUS

INDUSTRIAL AND ADMINISTRATIVE AREAS AT ROCK ISLAND

ARSENAL - JOINT MANUFACTURING AND TECHNOLOGY CENTER

(RIA-JMTC)

BASE TASK ONE (1): Restoration of flooring in the East Wing, Building 220, 3rd Floor from the South Wall to the row of columns labeled H26 to H31.

In accordance with RIPD J9000-16-3-06 dated 10-04-2016.

This solicitation includes a scheduled Site Visit on 14 October 2016 at 9:30am Central Time. See Site Visit and Facility Access Requirements for additional information.

MSDS sheets for all materials (to include but not limited to all liquids, gasses, and potentially hazardous materials) proposed are required at the time of quote submission. All materials used during the installation must be VOC Compliant and approved by RIA-Garrison Public Works prior to award. (Approval process is approximately 2-weeks).

This solicitation includes an additional five (5) optional Tasks.

See Solicitation Narrative for additional information.

Contractors are required to submit pricing for all options in order to be considered for award.

Pricing for Optional Tasks is as follows:

TASK TWO (2): $______________________________

TASK THREE (3): $______________________________

TASK FOUR (4): $______________________________

TASK FIVE (5): $______________________________

Period of Performance for this requirement is 127 days from date of contract.

Attached:

Attachment 0001 - CDRL's Attachment 0002 - Wage Determination Attachment 0003 - Building Layout Drawings Attachment 0004 - QASP

A Contracting Officer's Representative (COR) will be desginated at the time of award for the resulting contract award. See DFARS 252.201-7000.

FOR RIA INTERNAL USE ONLY

Customer Number:

LMP Number: 44309822 Project Code:

FOB: Destination

NSN: AASSVC6104027W

MILSTRIP: W52H1B6104027W

PURCHASE REQUEST NUMBER: W52H1B6104027W

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

Contract Manpower Report

FFP

Contractor Manpower Reporting (CMR), pursuant to the requirements of the clause 52.0000-4933 entitled "Reporting of Contractor Manpower Data Elements"

The price for Contract Manpower Reporting is NOT SEPARATELY PRICED

(NSP)

DD250 is not required.

A Contracting Officer's Representative (COR) will be appointed under the resulting contract award. The COR is required to monitor the contractor's reporting of CMR data.

FSC: J099

UIC: W0K8AA

NET AMT

SOLICITATION NARRATIVE

This narrative is added as an addendum to FAR 52.212-1, entitled, "Instructions to Offerors - Commercial Items"

1. The Army Contracting Command - Rock Island (ACC-RI) hereby issues solicitation W9098S-17-T-0006 for Flooring Restoration Services per Rock Island Purchase Description (RIPD) J9000-16-3-06 dated 10-04-2016, at Rock Island Arsenal - Joint Manufacturing and Technology Center (RIA-JMTC). This solicitation directly supports operations at RIA-JMTC. This solicitation is being issued in accordance with FAR Part 12 (Acquisition of Commercial Items) and FAR Part 13 (Simplified Acquisition Procedures).

2. This solicitation is being solicited as a 100% Small Business Set Aside. Closing date for quotes is 20 October 2016 at 3:00 pm Central Time.

Contractors must submit their quotes in electronic submission prior to the closing date and time listed within this solicitation. Quotes may be submitted via FedBizOps (FBO) (https://www.fbo.gov) or via email to the identifed Contract Specialist - Sabrina Lowe, Email: sabrina.l.lowe.civ@mail.mil. Quotes shall be submitted in Microsoft office 2007 (or Higher) (Word and/or Excel) or PDF format only. Other formats such as (but not limited to) third party cloud file services, hard copies, CDs, and Drop Box will not be acceptable.

All quotes received after the date and time set for submission will be considered a late submission and will be treated as such.

3. This solicitation includes a one-time scheduled Site Visit. All interested contractors are encouraged to attend.

4. The Government intends to make a firm fixed-price (FFP) award to the lowest priced, responsive, responsible vendor, whose quote conforms to the solicitation requirements and represents the lowest total price. Contractor responsibility will be determined as outlined in FAR 9.104-1.

5. This solicitation includes a base Task and five (5) optional Tasks to potentially be awarded at the same time.

Optional Tasks are as follows:

Task Two (2): Building 220, East Wing, 3rd Floor encased by columns labeled H28 to H31 and M28 to M31.

Task Three (3): Building 220, East wing, 3rd Floor, encased by columns labeled M28 to M31 and P27 to P31 and M27 to P27 (projects western edge).

Task Four (4): Building 210, Room 111 Task Five (5): Building 210, 4th Floor Hallway Task Six (6): Building 210, 3rd Floor Hallway

Contractors must provide firm fixed prices for the Base Task One (1) and all Optional Tasks to be considered for award. Pricing shall be provided at the Contract Line Item Number (CLIN) level of this solicitation document.

The guaranteed minimum quantity to be awarded, as a result of this solicitation, is Base Task One (1). The Government is under no further obligation to exercise any of identified optional Tasks.

6. Contractors must submit MSDS sheets for all materials (to include but not limited to all liquids, gasses, and potentially hazardous materials) to be used during installation at thte time of quote submission. All materials used must be VOC compliant and approved by RIA-Garrison Public Works prior to contract award.

7. Period of performance for the Base Task One and all Optional Tasks (if awarded) is as follows:

Contract Award.................................. Contract Award date Project Completion............................. Contract Award + 120 calendar days Final Acceptance................................ Project Completion + 7 calendar days Total Maximum Time from Award to Acceptance......................Contract Award + 127 calendar days

On time completion is critical. Therefore, the contractor must adhere to the completion requirements indicated in this solicitation (above). Once awarded, failure to comply with the contractual period of performance after award may result in termination of the contact or require consideration, if the Government elects to extend your period of performance. The Government is not required to extend your period of performance if you encounter delays. The non-availability of materials, subcontractor(s) issues, scheduling conflicts, etc., are not acceptable excuses for failing to meet the period of performance. Failure to complete the contracted services results in delays and increased costs to the Government.

Contractors must indicate if they can meet the requested period of performance in this solicitation. If not, then the contractor shall submit a revised schedule for the Government's consideration. The Government is not required to accept an alternate schedule.

Early completion is authorized, but should be coordinated in advance with the Contract Specialist and COR designated in the contract. If there is going to be a delay in completion, the contractor is required to notify the Contract Specialist and COR immediately.

Note: if you received the resulting award, your performance under the contract (including timeliness of completion and quality of services provided) will be monitored and recorded by this contracting office. Such information may be used to determine a record of past performance for future contract awards.

8. Payment terms are 100% upon completion and Government acceptance of each individual Task.

9. Government POC is for this solicitation are as follows:

Contract Specialist: Sabrina Lowe, Email: sabrina.l.lowe.civ@mail.mil Contracting Officer: Bette Dennison, Email: bette.m.dennison.civ@mail.mil

10. A standard commercial warranty for service and supplies shall be a minimum of 1 year, parts and labor.

Warranty shall begin upon final acceptance by RIA-JMTC.

11. Quotes shall be valid for 60 calendar days after submission.

(End of Addendum)

SITE VISIT INFORMATION

This solicitation includes a site visit scheduled for 14 OCOTBER 2016 AT 9:30 AM CENTRAL STANDARD

TIME.

ALL INTERESTED CONTRACTORS ARE ENCOURAGED TO ATTEND. While the site visit is not mandatory, it should be noted that an contractor may have extreme difficulty in formulating an accurate bid on this requirement without first examining the existing conditions and determining the existence of other potential obstacles. All site inspections and/or measurements, which would be helpful when formulating an accurate bid are the sole responsibility of the contractor.

Location for the scheduled site visit is: Rock Island Arsenal, Joint Manufacturing and Technology Center (RIA- JMTC). The meeting location is currently TBD and will be provided upon complete pre-registration of a companies visitors.

All Visitors to Rock Island Arsenal must obtain a Rock Island Arsenal (RIA) Visitor Pass. Please see "Facility Access Requirements" for detailed instructions.

In addition to RIA Visitor Passes, all visitors to RIA-JMTC must also obtain a JMTC facility visitor badge. All visitors must pre-register with the Contract specialist listed below:

Contract Specialist: Sabrina Lowe, Email: sabrina.l.lowe.civ@mail.mill

When pre-registering with the Contract Specialist listed above, the following information must be submitted:

- First/Middle Initial/Last Name of Visitor (How your name reads on presented ID)

- Is the Visitor a U. S. Citizen? Yes/No

- Date in which the required Visitor Access Request form was submitted.

- If a Foreign Visitor:

- Country visiting from.

- ID Number (Acceptable forms of ID are Passport, Visa Number, or Alien Registration)

- Date of Birth

During the site visit, contractors are urged to ask questions. Contractors shall only discuss this solicitation with the listed Contract Specialist. The Government will not be responsible for information that the contractor obtains on their own.

Each visitor will be required to wear at a minimum full coverage footwear, and will be required to wear safety classes for the site visit. If safety glasses are needed, a pair of disposable safety glasses will be available. The Government reserves the right to refuse any visitor who does not properly adhere to the safety requirements listed.

FACILITY ACCESS REQUIREMENTS

IMPORTANT INFORMATION REGARDING FACILITY ACCESS REQUIREMENTS.

1. Rock Island Arsenal (RIA) Visitor Access passes are issued to individuals, not companies. All visitors, to include transportation and freight services, official and unofficial, are highly encouraged to pre-register guests at least three

(3) business days prior to visit. Pre-registering guests allows for the NCIC-III background investigation to be conducted before the individual visits RIA, reducing the wait time necessary to complete the investigation.

2. All visitors must complete a Visitor Access Request Form. Access Request Forms should be emailed or faxed prior to the delivery/visit. The Visitor Access Request Forms can be found at http://www.usagria.army.mil/AccessRequests Follow the instructions on How to Obtain a Visitor Pass. All first time visitors must process through the Moline Gate Visitor Center.

3. TRUCKS MUST ENTER THROUGH THE MOLINE, IL GATE OFF OF RIVER DRIVE IN MOLINE, IL (I- 74). Transportation service providers are required to send drivers with proper identification who meet all the installation access requirements. Transportation service providers are required to send United States Citizens and drivers that will pass all applicable background investigations. Failure to do so can result in warnings and non-use.

Real-ID access implementation is active at Rock Island Arsenal, IL. Individuals using a driver's license from the states of Illinois, Minnesota, Missouri, New Mexico, and Washington will have to use a secondary form of identification to enter a U. S. military installation. Additional forms of identification that may be used in conjunction with a state driver's license are Vehicle Registration with name and address, Veterans Health Identification Card, PIV Card, PIV-1 Card, DHS "Trusted Traveler" Card, U. S. Certificate of Naturalization or Certificate of Citizenship (Form N-550), and State of Illinois Firearm Owners Identification (FOID) Card.

4. Prime contractors are responsible for passing this information on to any subcontractors and/or transportation providers they may use during performance under the resulting contract. DRIVERS WHO DO NOT MEET THE

INSTALLATION ACCESS REQUIREMENTS WILL NOT BE ALLOWED ON THE INSTALLATION AND

WILL BE TURNED AWAY.

POC for this policy is:

Rock Island Arsenal Visitor Center Phone: 309-782-0485 Fax: 309-782-5029 Email: usarmy.ria.imcom.mbx.usag-access-request@mail.mil

SCOPE OF WORK -RIPD

Dated 10-04-2016

1. GENERAL SYSTEM DESCRIPTION

1.1 Purpose: The purpose of this Scope of Work (SOW) is to restore the concrete flooring in various areas within buildings 210 and 220 of Rock Island Arsenal – Joint Manufacturing and Technology Center (RIA-JMTC) to a usable, and safe industrial area. This document generally describes the criteria necessary to perform this service.

1.2 Period of Performance: The period of performance for this SOW is 127 days from date of contract. All work shall be performed during normal business hours (Monday through Friday, 7 AM – 5 PM Central Standard Time), except for Government holidays unless otherwise authorized and agreed to by the Contracting Officer’s Representative (COR) and the Contracting Officer.

1.3 Responsibilities:

1.3.1 Site Inspections: Any site inspections and/or measurements, which must be taken in order to determine the suitability of the proposed location or to perform the design of the system, are the sole responsibility of the contractor. RIA-JMTC will support this function through a one-time scheduled site visit conducted by guiding personnel. The contractor will be responsible for providing any and all equipment necessary for this process.

1.3.2 Site Conditions: RIA-JMTC will be responsible for additional costs incurred by unforeseen, but controllable man-made issues with the location of the floor. Examples would include, but are not limited to, buried sewer lines, standing water, and so forth.

The contractor will be responsible for all costs associated with correcting foreseeable conditions, including but not limited to low hanging electrical lines which are clearly visible, encountering rock during excavation, inclement weather, interference with established machines or structures by components not shown on the footprint drawing, etc.

1.3.3 The Contractor shall provide all labor, materials, and equipment required to perform this SOW.

1.3.4 RIA-JMTC shall be responsible for the following prior to the vendor starting work:

1.3.4.1 Clearing the work area of all obstructions and movable equipment, skids and other obstructions.

1.3.4.2 Broom Sweeping and/or drying the floor.

1.3.4.3 Covering any equipment if necessary.

1.3.4.4 Bringing the slab/area temperature up to and maintaining it at 55-70 degree F for installation and during the cure of the newly installed flooring system.

1.3.4.5 Providing adequate lighting for the duration of the project.

1.3.4.6 Providing a dumpster for all non-hazardous debris for the duration of the project.

1.3.4.7 Ensuring that access to the area is limited to authorized flooring and RIA- JMTC personnel for a period of twelve (12) hours after completion to avoid contamination and/or surface impressions caused by walking on the floor prior to complete cure.

1.3.4.8 Vinyl Composition Tile (VTC) tile will be checked for asbestos prior to project start.

2. STANDARDS AND PUBLICATIONS

2.1 Clarification: Any ambiguities, questions, requests for clarification or discrepancies between sections of this purchase description, drawings, national or industry standards discovered by the contractor in reviewing this purchase description shall be reported by the bidder in writing to the contracting officer BEFORE THE DATE SCHEDULED FOR CLOSE OF BIDDING/receipt of proposal. Submission of a proposal or bid shall be construed as evidence that such examination has been made. Therefore, later claims for labor, material, or equipment required, or for difficulties encountered, which could have been foreseen had such reasonable examination been made, may be denied.

2.2 National Standards and Specifications: The following specifications in effect on the Date of Invitation for Bid/Request for Proposal form a part of this purchase description. In the case of conflicting requirements, the more stringent shall apply.

1.1.1 Occupational Safety and Health Act of 1970 (OSHA).

1.1.2 American Society of Testing and Materials (ASTM).

1.1.3 American Society of Mechanical Engineers (ASME).

1.1.4 American National Standards Institute (ANSI).

3. SECURITY, SAFETY, AND ENVIRONMENTAL

3.1 The RIA-JMTC is an Army installation subject to Department of Defense (DoD) safe guards, various precautions, and plant protection measures. At all times during the execution of this SOW, the contractor will maintain adequate plant protection devises to minimize espionage, sabotage, and other malicious destruction and damage. The contractor shall comply with all security requirements of the Rock Island Arsenal.

3.1.1 Contractor and all sub-contractor employees shall provide all information required for background checks to meet installation 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 the resulting contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

3.1.2 Contractor and all sub-contractor employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC- III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05/AR 190-13), applicable installation, facility and area commander installation/facility access, and local security policies and procedures (provided by Government representative) or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

3.2 Safety: The contractor is responsible for complying with all Federal, State, and local safety and environmental regulations, including, but not limited to Rock Island Arsenal, Department of the Army (DA), Occupational Safety and Health Act (OSHA), Environmental Protection Agency (EPA), and Illinois Environmental Production Agency (IEPA). Contractor must adhere to all Rock Island Arsenal Safety requirements, policies, and statues. The contractor shall be responsible for obtaining any hot work/open flame permits required, and coordinating with Rock Island Arsenal Fire Department IAW RIAR-420-2, Chapter 7 – Special Operations, Welding, Cutting, and Tar Kettles, specifically Section 7-2, pages 27 and 28. To contact the Fire Department for flame permits, the contractor shall call (309) 782-5948. The contractor shall also have and observe an approved electrical lock-out tag-out procedure (if necessary). As required by the Contracting Officer’s Representative (COR), the contractor may be required to submit a Safety Site (in limited, and justified circumstances).

3.2.1 The contractor shall provide a list of permits and certifications required by the agencies in Standards and Publications and those recommended by the general industry.

The contractor shall also provide the information necessary to obtain any required.

3.3 Environmental: All hazardous wastes, acid, and contaminated materials generated by the execution of this SOW will be disposed of IAW all applicable Federal, State, and local laws and regulations. All transportation and decontamination will be performed IAW all applicable interstate, Federal, State, and local laws and regulations. Any materials and/or waste generated from this effort shall be labeled with appropriate transportation/disposal documentation for off-site disposal to include, but not limited to, Hazardous Waste Manifests and associated Land Disposal Restriction. Prior to discussing any environmental issue with the environmental agency of primacy, the contractor shall contact the appointed COR.

3.4 Ozone Depleting Chemicals (ODCs): The contractor shall assure during the execution of this SOW that none of the materials or equipment used contain Class I or II ODCs, Polychlorinated Biphenyl (PCB), or Asbestos materials as defined by Public Law 102-484, Section 326.

3.4.1 Material Safety Data Sheets (MSDS): MSDS information shall be provided prior to work beginning. This information is required for all liquids, gasses, and potentially hazardous materials included as part of the flooring system, as delivered. All materials to be used during the installation must be VOC compliant. All chemicals (via MSDS sheets) must be approved by RIA-Garrison prior to work beginning.

4. DETAILED SPECIFICATIONS:

4.1 TASK 1: Building 220, 3rd Floor, East Wing, from south wall to row of columns labeled H26 to H31

4.1. This project (TASK 1) is approximately 11,000 square feet. This area will include the east wing of building 220, 3rd floor, from column row A to column row H.

4.1.1. This area is an industrial work area. It will have industrial machine tools installed on top of the repaired floor. There will be heavy foot traffic, tool carts with steel wheels, forklifts with solid tires in throughout this area on a daily and continuous basis. The repaired surface must support this type of usage. Machines and machine mounting plates must be able to be installed directly to the repaired surface without any additional preparation.

4.1.2. Protective Industrial Polymer: The system shall be the following Protective Industrial Polymer System or Equivalent:

4.1.2.1 COLOR: The system shall use color pack 122 (Light Gray) as necessary to produce a light gray finished color as is present on the 2nd floor of Bldg. 220.

4.1.2.2 PRIMER: Protect 1000CR. This is a 3-component (with color-pack) 100% solids epoxy primer with a cycloaliphatic amine hardener.

Solvent thinning is recommended for deeper penetration. Physical Properties of Protect 1000CT primer are:

Hardness ASTM D-3363 Pencil-2B Abrasion Resistance ASTM D-4060 75-85-mgs (CS-17 Wheel/1,000 gr. load/1,000 cycles)

4.1.2.3 RESURFACER/FILL: Protect 3000. This is a 5-component epoxy resurfacer with a cycloaliphatic amine curing agent designed for power troweling.

This resurfacer combines a silica sand aggregate and proprietary fillers to give outstanding wear and abrasion resistance in high traffic areas. This resurfacer is intended to restore floors that are old and/or worn.

This resurfacer is ideal for areas exposed to heavy industrial traffic from steel-wheeled carts and fork-trucks. Physical Properties – PROTECT3000 Epoxy Resurfacer:

Compressive Strength ASTM C-579 11,000-psi Tensile Strength ASTM C-307 2,000-psi Flexural Strength ASTM C-580 4,000-psi Modulus of Elasticity ASTM C-580 2.0 x 106-psi Hardness ASTM D-2240 85-90-Shore D Abrasion Resistance ASTM D-4060 Taber-75 mgs. Loss

4.1.2.4 GROUT COAT: Protect 1400. This is a 3-component, 100% solids, cycloaliphatic amine cured epoxy coating consisting of an epoxy tinting base, cycloaliphatic amine curing agent, and color pack. This coating is formulated to provide a protective, wear-resistant, and textured grout coat. Physical properties of PROTECT 1400 are as follows:

Hardness ASTM D-3363 Pencil – 2B Abrasion Resistance ASTM D-4060 65-85 Mgs.

(CW-17 Wheel/1,000 gr. Load/ 1,000 cycles)

4.1.2.5 TOP COAT: Protect 2000. This is a two component 92% solids, odorless urethane with extreme wear characteristics and a satin finish. The formulation is specified has a V.O.C. content of nearly zero (0). This special version coating contains a proprietary aggregate reinforcement engineered to provide engineered to provide enhanced durability. This material contains fillers that when cured have 50% better abrasion resistance than standard urethane top coats and 500% better abrasion than standard epoxy. Physical properties of PROTECT 2000 Extreme Wear Urethane:

Abrasion Resistance: ASTM D-4060Taber 10-20 mgs. Wt. Loss (CW-17 Wheels 1,000 gm. Load per Wheel) Hardness: ASTM D-3363 Pencil 2H-2H Gross: (60 degree) 60-70

4.2 TASK 2 (Option #1): Building 220, 3rd Floor, East Wing, from columns H28 to H31 and M28 to M31.

4.2. This project (TASK 2) is approximately 3,600 square feet. This area will include the east wing from Column row H to Column row M.

4.2.1 This area is an industrial work area. It will have industrial machine tools installed on top of the repaired floor. There will be heavy foot traffic, tool carts with steel wheels, forklifts with solid tires in throughout this area on a daily and continuous basis. The repaired surface must support this type of usage. Machines and machine mounting plates must be able to be installed directly to the repaired surface without any additional preparation.

4.2.2. Protective Industrial Polymer: The system shall be the following Protective Industrial Polymer System or Equivalent:

4.2.2.1 COLOR: The system shall use color pack 122 (Light Gray) as necessary to produce a light grey finished color as is present on the 2nd floor of Bldg. 220.

4.2.2.2 PRIMER: Protect 1000CR. This is a 3-component (with color-pack) 100% solids epoxy primer with a cycloaliphatic amine hardener.

Solvent thinning is recommended for deeper penetration. Physical Properties of Protect 1000CT primer are:

Hardness ASTM D-3363 Pencil-2B Abrasion Resistance ASTM D-4060 75-85-mgs (CS-17 Wheel/1,000 gr. load/1,000 cycles)

4.2.2.3 RESURFACER/FILL: Protect 3000. This is a 5-component epoxy resurfacer with a cycloaliphatic amine curing agent designed for power troweling. This resurfacer combines a silica sand aggregate and proprietary fillers to give outstanding wear and abrasion resistance in high traffic areas. This resurfacer is intended to restore floors that are old and/or worn. This resurfacer is ideal for areas exposed to heavy industrial traffic from steel-wheeled carts and fork-trucks. Physical Properties – PROTECT3000 Epoxy Resurfacer:

Compressive Strength ASTM C-579 11,000-psi Tensile Strength ASTM C-307 2,000-psi Flexural Strength ASTM C-580 4,000-psi Modulus of Elasticity ASTM C-580 2.0 x 106-psi Hardness ASTM D-2240 85-90-Shore D Abrasion Resistance ASTM D-4060 Taber-75 mgs. Loss

4.2.2.4 GROUT COAT: Protect 1400. This is a 3-component, 100% solids, cycloaliphatic amine cured epoxy coating consisting of an epoxy tinting base, cycloaliphatic amine curing agent, and color pack. This coating is formulated to provide a protective, wear-resistant, and textured grout coat.

Physical properties of PROTECT 1400 are as follows:

(CW-17 Wheel/1,000 gr. Load/ 1,000 cycles)

4.2.2.5 TOP COAT: Protect 2000. This is a two component 92% solids, odorless urethane with extreme wear characteristics and a satin finish. The formulation is specified has a V.O.C. content of nearly zero (0). This special version coating contains a proprietary aggregate reinforcement engineered to provide engineered toprovide enhanced durability. This material contains fillers that when cured have 50% better abrasion resistance than standard urethane top coats and 500% better abrasion than standard epoxy. Physical properties of PROTECT 2000 Extreme Wear Urethane:

Abrasion Resistance: ASTM D-4060 Taber 10-20 mgs. Wt. Loss (CW-17 Wheels 1,000 gm. Load per Wheel)

4.3. TASK 3 (Option #2): Building 220, 3rd Floor, east wing, between columns M28 to M31, P27 to P31, and M27 to P27.

4.3.1 This project (TASK 3) is approximately 4,800 square feet. This area will include the east wing from column row M to column row P and bounded on the western edge by column row 27 and is to include the balcony between column P27 and P28.

4.3.1.1. This area is an industrial work area. It will have industrial machine tools installed on top of the repaired floor. There will be heavy foot traffic, tool carts with steel wheels, forklifts with solid tires in throughout this area on a daily and continuous basis. The repaired surface must support this type of usage. Machines and machine mounting plates must be able to be installed directly to the repaired surface without any additional preparation.

4.3.2 Protective Industrial Polymer: The system shall be the following Protective Industrial Polymer System or Equivalent:

4.3.2.1 COLOR: The system shall use color pack 122 (Light Gray) as necessary to produce a light grey finished color as is present on the 2nd floor of Bldg. 220.

4.3.2.2 PRIMER: Protect 1000CR. This is a 3-component (with color-pack)100% solids epoxy primer with a cycloaliphatic amine hardener.

Solvent thinning is recommended for deeper penetration. Physical Properties of Protect 1000CT primer are:

Hardness ASTM D-3363 Pencil-2B Abrasion Resistance ASTM D-4060 75-85-mgs (CS-17 Wheel/1,000 gr. load/1,000 cycles)

4.3.2.3 RESURFACER/FILL: Protect 3000. This is a 5-component epoxy resurfacer with a cycloaliphatic amine curing agent designed for power troweling. This resurfacer combines a silica sand aggregate and proprietary fillers to give outstanding wear and abrasion resistance in high traffic areas. This resurfacer is intended to restore floors that are old and/or worn.

This resurfacer is ideal for areas exposed to heavy industrial traffic from steel-wheeled carts and fork-trucks. Physical Properties – PROTECT3000 Epoxy Resurfacer:

Compressive Strength ASTM C-579 11,000-psi Tensile Strength ASTM C-307 2,000-psi Flexural Strength ASTM C-580 4,000-psi Modulus of Elasticity ASTM C-580 2.0 x 106-psi Hardness ASTM D-2240 85-90-Shore D Abrasion Resistance ASTM D-4060 Taber-75 mgs. Loss

4.3.2.4 GROUT COAT: Protect 1400. This is a 3-component, 100% solids, cycloaliphatic amine cured epoxy coating consisting of an epoxy tinting base, cycloaliphatic amine curing agent, and color pack. This coating is formulated to provide a protective, wear-resistant, and textured grout coat. Physical properties of PROTECT 1400 are as follows:

(CW-17 Wheel/1,000 gr. Load/ 1,000 cycles)

4.3.2.5 TOP COAT: Protect 2000. This is a two component 92% solids, odorless urethane with extreme wear characteristics and a satin finish. The formulation is specified has a V.O.C. content of nearly zero (0). This special version coating contains a proprietary aggregate reinforcement engineered to provide engineered to provide enhanced durability. This material contains fillers that when cured have 50% better abrasion resistance than standard urethane top coats and 500% better abrasion than standard epoxy. Physical properties of PROTECT 2000 Extreme Wear Urethane:

Abrasion Resistance: ASTM D-4060 Taber 10-20 mgs. Wt. Loss (CW-17 Wheels 1,000 gm. Load per Wheel)

4.4 TASK 4 (Option #3): Building 210, Room 111.

4.4.1 This project (TASK #4) is approximately 383 square feet. This area is located in Building 210, Room 111.

4.4.1.1 This area is a conference room and will have moderate foot traffic and will have roll-around office chairs on top of the installed floor. The installed surface must support this type of usage.

4.4.2 Protective Industrial Polymer: The system shall be the following Protective Industrial Polymer System or Equivalent for TASK #4:

4.4.2.1 COLOR: The color shall be chosen to match the existing flooring in the 3rd floor Hall in building 210.

4.4.2.2 PRIMER: Protect 1200 WR or Equivalent.

4.4.2.3 EPOXY BASE COAT: Protect 1000HB or Equivalent

4.4.2.4 DECORATIVE COLORED CHIPS: Chromaflake or Equivalent.

4.4.2.5 URETHANE TOP COAT: Protect 2100 UV or Equivalent.

4.4.2.6 PHYSICAL PERFORMANCE: Decospec ChromaFlake or

Equivalent.

4.4.2.6.1 COMPRESSIVE STRENGTH: ASTM C-579 (10500

psi)

4.4.2.6.2 TENSILE STRENGTH: ASTM D-638-91 (7500 psi)

4.4.2.6.3 HARDNESS (SHORE D): ASTM D-2240-91 (82)

4.4.2.6.4 COF-JAMES TEST: ASTM D-2047 (>.70)

4.4.2.6.5 BOND STRENGTH: ASTM D-4541 (>500 PSI)

4.5 TASK 5 (Option #4): Building 210, 4th Floor, Hallway.

4.5.1 This project (TASK #5) is approximately 1,753 square feet. This project is also includes removal of existing VTC.

4.5.2. PROTECTIVE INDUSTRIAL POLYMER: This system shall be the following Protective Industrial Polymer System or equivalent.

4.5.2.1 COLOR: The color shall be chosen to closely match the existing flooring in the 3rd floor hall in building 210.

4.5.2.2 PRIMER: Protect 1200 WR or equivalent

4.5.2.3 EPOXY BASE COAT: Protect 1000 HB or equivalent.

4.5.2.4 DECORATIVE COLORED CHIPS: ChormaFlake or equivalent.

4.5.2.5 URETHANE TOP COAT: Protect 2100 UV or equivalent.

4.5.2.6 PHYSICAL PERFORMANCE: DecoSpec ChromaFlake or

equivalent.

4.5.2.6.1 COMPRESSIVE STRENGTH: ASTM C-579 (10,500

psi)

4.5.2.6.2 TENSILE STRENGTH: ASTM D-368-91 (7,500 PSI)

4.5.2.6.3 HARDNESS (SHORE ID): ASTM D-2240-91 (82)

4.5.2.6.4 COF-JAMES TEST: ASTM D-2047 (>.70)

4.5.2.6.5 BOND STRENGTH: ASTM D-4541 (>500 psi)

4.6 TASK 6 (Option #5): Building 210, 3rd floor, Hallway.

4.6.1 This project (TASK 6) is approximately 1,851 square feet. This area includes removal of existing VTC.

4.6.1. This area is a hallway and will have heavy foot traffic. The installed surface must support this type of usage.

4.6.2 PROTECTIVE INDUSTRIAL POLYMER: The system shall be following

Protective Industrial Polymer System or equivalent.

4.6.2.1 COLOR: The color shall be chosen to closely match the existing flooring in the 3rd floor hall in building 210.

4.6.2.2 PRIMER: Protect 1200 WR or equivalent

4.6.2.3 EPOXY BASE COAT: Protect 1000 HB or equivalent.

4.6.2.4 DECORATIVE COLORED CHIPS: ChormaFlake or equivalent.

4.6.2.5 URETHANE TOP COAT: Protect 2100 UV or equivalent.

4.6.2.6 PHYSICAL PERFORMANCE: DecoSpec ChromaFlake or

equivalent.

4.6.2.6.1 COMPRESSIVE STRENGTH: ASTM C-579 (10,500

psi)

4.6.2.6.2 TENSILE STRENGTH: ASTM D-368-91 (7,500 PSI)

4.6.2.6.3 HARDNESS (SHORE ID): ASTM D-2240-91 (82)

4.6.2.6.4 COF-JAMES TEST: ASTM D-2047 (>.70)

4.6.2.6.5 BOND STRENGTH: ASTM D-4541 (>500 psi)

4.7 ADDITIONAL INFORMATION:

4.7.1 MAINTENANCE: The contractor shall provide written instructions for recommended maintenance practices.

4.7.2. AREA EDGE: The edge of the area restored under this project must be prepared to allow for future restoration of adjoining areas.

4.7.3 DOORS/OFFICES TRANSITIONS: Prior to priming, the contractor shall prepare the floor for smooth transitions at all doors, elevators, and areas where the edge of the repair will be crossed by pedestrians and/or material handling equipment.

4.7.4 DEVIATIONS FROM PRODUCTS: Modifications to the manufacturer’s standard design to achieve requirements as specified in this document are only permissible as dictated by good design practices. For example, mounting a 20-hp motor in a power train designed and normally using a 10-hp moto would not be acceptable.

4.7.5 UNITS OF MEASURE: Dimensions and capacities in this purchase description are given in the English (in-lb) system. All dials, gauges, and drawings shall be in English-US system or both English –US system and metric system, unless otherwise specified in this document.

4.7.6 SHOT BLAST: The vendor shall mechanically abrade the floor surface with abrasive blast cleaning equipment, to provide the dry and nearly dust-free surface profile needed to assure adhesion of the new flooring system. During this process, magnetic brooms, vacuums and power sweepers will be used to remove loose abrasives including but not limited to dust, patching materials, laitance, oil and grease. Areas that cannot be shot blasted will be prepared with hand equipment.

4.7.7 PRIMING: The vendor will apply a two component epoxy resin based primer. This will be applied to the entire surface to create an integral adhesive bond between the substrate and the applied flooring topcoat materials. The properly mixed and solvated primer shall be applied over the properly prepared concrete at a rate of 8-10 mils with anotched or flat squeegee and back rolled leaving no puddles or exposed dry areas. The primer shall be allowed to cure prior to application of the Epoxy Fill Mortar.

4.7.8 EPOXY BASE COAT: Where applicable one coat of 100% solids epoxy will be applied by notched squeegee and roller finished to a dry film thickness of 15 wet mils.

4.7.9 EPOXY FILL MORTAR: Where applicable the vendor shall fill the area at approximately ½-in average overall depth with the aggregate reinforced epoxy fill material to fill in all “birdbaths”, elevation changes, and to provide a flat overall surface. This material shall be a 5-component epoxy resurfacer with a cycloaliphatic amine curing agent designed for power troweling. This fill mortar shall level the properly prepared and primed slab prior to resurfacing.

4.7.10 EPOXY SEAL COAT: Where applicable the vendor shall apply a 100% epoxy coat to the cured fill mortar to seal the epoxy mortar.

4.7.11 EPOXY RESURFACER: Next, where applicable, an epoxy resurfacer shall be installed by the vendor. The two components of the epoxy material (base resin and hardener) are mixed together. Then add a dried, graded aggregate and blend with the epoxy. The properly mixed epoxy resurfacer shall be applied to the properly cured primed fill material. The material shall be spread at 1/4” to 5/16” and then machine power- troweled to a minimum thickness of 1/4” above the highest point on the floor to removes voids and make the floor smooth and dense.

4.7.12 GRINDING: Where applicable utilizing a combination of diamond blades and silicon carbide stones, the vendor shall perform a light grinding of the cured resurfacer to prepare it to receive the next coat of the application and to remove any surface imperfections or irregularities.

4.7.13 EPOXY GROUT COAT: Next, where applicable, one coat of pigmented, 100% solid epoxy coating shall be applied by the vendor using notched squeegee and roller finished to a dry film to seal the newly installed resurfacer at approximately 10 wet mils.

4.7.14 EPOXY TOP COAT: Where applicable one coat of 100% solids epoxy will be applied by notched squeegee and roller finished to a dry film thickness of 10-12 wet mils.

4.7.15 URETHANE FINISH COAT: One coat of a pigmented, VOC-compliant, high-solids, wear-resistant, satin-finish polyurethane shall be applied by the vendor, to achieve abrasion resistance required and to produce long term service even under heavy use. All properly cured and coated areas shall receive one coat of high solids, low odor urethane applied by roller to a dry film thickness of 3-5 wet mils. The final finish will be a textured finish by adding F-27 mesh glass bead into the mixed material prior to application. This shall provide a Coefficient of Friction of more than .96 per ASTM-D-2047 “James Machine Testing Method” and will provide an even texture. Throwing F-27 into air or by “feeding the chickens” type methods will not be accepted.

4.7.16 JOINT CUTTING & FILLING: It is standard industry practice to cut and fill control joints to prevent cracking in monolithic resurfacer pours. The vendor shall be responsible for determining and performing this operation. The joints shall be created on 20-ft spacing at column lines. Failure to cut & fill joints may facilitate the forming of cracks in the surface of the resurfacer system due to movement and flex in the underlying concrete slab.

4.7.17 TIMELINES: The contractor shall provide timelines throughout the project. The contractor shall provide continuous application of the required flooring systems to ensure seams are at a minimum. Once the floor applications begin, stopping cannot take place until planned break points are met. Failure to meet this performance standard could result in the Government requiring the contractor to remove the improperly installed materials at the Contractors expense prior to proceeding further in installation. The completed installation must be allowed to cure fully in accordance with the manufacturers written instructions for the specific products dictated by chemical exposure of the applications.

5. SHIPPING INSTRUCTIONS FOR CONTRACTOR EQUIPMENT/MATERIALS:

5.1 RESPONSIBILITY: The contractor is responsible for delivery of the equipment/materials to the Rock Island Arsenal. Adequate preserving of equipment surfaces, packing, marking, and skidding of materials for shipment shall be the responsibility of the contractor.

5.1.1: All shipments to Rock Island Arsenal including installation tools and/or replacement parts, as well as the original shipment of the equipment, shall be marked “ATTN: Mr. Kristopher Davis, AMSTA-RI-OPF”. Items not correctly marked are subject to being returned at the vendor’s expense

6. WARRANTY: The contractor shall provide a one (1) year warranty, to include, but not limited to, cracks and defects unrelated to vibration of machines. Warranty shall begin upon final Government acceptance.

7. CONTRACTOR MANPOWER REPORTING (CMR):

The contractor shall report ALL contractor labor hours (including sub-contractor labor hours) required for performance of services provided under this SOW for Floor Repair Leveling /Resurfacing services at RIA-JMTC. The contractor is required to completely fill in all required data fields using the following web address: http://www.ecmra.mil/, and then click on “Department of the Army CMRA” or the icon of the DoD organization that is receiving or benefiting from the contracted services.

Reporting will be for the labor executed during the period of performance during each Government Fiscal Year (FY), which runs October 1 through September 30. While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year, beginning with 2013. Contractors may direct questions to the help desk by clicking on “Send an Email” which is located under the help resources ribbon on the right side of the login page of the applicable service / component’s CMR website.

8. INSPECTION / FINAL ACCEPTANCE:

8.1. The COR will monitor contractor performance on this contract, in accordance with the Quality Assurance Surveillance Plan (QASP) (Attachment0004).

8.2 Contractor shall invoice using Wide Area Workflow (WAWF) upon completion of this SOW. Invoices shall include all necessary documentation to fully support the submitted invoice. Invoices shall comply with DFARS Clause 252.232-7006, Wide Area Workflow Payment and DFARS Clause 252.23-7003, Electronic Submission of Payment Requests.

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 Destination Government Destination Government 0002 Destination Government Destination Government

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC

0001 127 dys. ADC 1 TRANSPORTATION OFFICER, W52H1C

TRANSPORTATION OFFICER

BLDG 299, BECK AND GILESPIE

EAST END, RECG DOOR 16A

ROCK ISLAND IL 61299-5000

W52H1B

0002 N/A N/A N/A N/A

CLAUSES INCORPORATED BY REFERENCE

52.203-3 Gratuities APR 1984 52.204-16 Commercial and Government Entity Code Reporting JUL 2016 52.204-18 Commercial and Government Entity Code Maintenance JUL 2016 52.232-40 Providing Accelerated Payments to Small Business

Subcontractors

DEC 2013

52.237-1 Site Visit APR 1984 252.203-7000 Requirements Relating to Compensation of Former DoD

Officials

SEP 2011

252.203-7005 Representation Relating to Compensation of Former DoD Officials

NOV 2011

252.204-7008 Compliance With Safeguarding Covered Defense Information Controls

DEC 2015

252.204-7009 Limitations on the Use or Disclosure of Third-Party Contractor Reported Cyber Incident Information

DEC 2015

252.204-7011 Alternative Line Item Structure SEP 2011 252.204-7012 Safeguarding Covered Defense Information and Cyber

Incident Reporting.

DEC 2015

252.204-7015 Notice of Authorized Disclosure of Information for Litigation Support

MAY 2016

252.215-7007 Notice of Intent to Resolicit JUN 2012 252.215-7008 Only One Offer OCT 2013

252.222-7007 Representation Regarding Combating Trafficking in Persons JAN 2015 252.223-7008 Prohibition of Hexavalent Chromium JUN 2013 252.225-7000 Buy American--Balance Of Payments Program Certificate--

Basic (Nov 2014)

NOV 2014

252.225-7001 Buy American And Balance Of Payments Program-- Basic (Aug 2016)

AUG 2016

252.232-7003 Electronic Submission of Payment Requests and Receiving Reports

JUN 2012

252.232-7010 Levies on Contract Payments DEC 2006 252.237-7010 Prohibition on Interrogation of Detainees by Contractor

Personnel

JUN 2013

252.244-7000 Subcontracts for Commercial Items JUN 2013 252.247-7023 Transportation of Supplies by Sea APR 2014

CLAUSES INCORPORATED BY FULL TEXT

52.0000-4173 EVALUATION OF OFFERS - ALL OR NONE AWARD (MAR 1988)

An offeror must quote on all items in this solicitation to be eligible for award. All items will be awarded only as a unit. (PADDS MS7100/IOC 52.215-4507) (End of provision)

52.212-1 INSTRUCTIONS TO OFFERORS--COMMERCIAL ITEMS (OCT 2015)

(a) North American Industry Classification System (NAICS) code and small business size standard. The NAICS code and small business size standard for this acquisition appear in Block 10 of the solicitation cover sheet (SF 1449). However, the small business size standard for a concern which submits an offer in its own name, but which proposes to furnish an item which it did not itself manufacture, is 500 employees.

(b) Submission of offers. Submit signed and dated offers to the office specified in this solicitation at or before the exact time specified in this solicitation. Offers may be submitted on the SF 1449, letterhead stationery, or as otherwise specified in the solicitation. As a minimum, offers must show--

(1) The solicitation number;

(2) The time specified in the solicitation for receipt of offers;

(3) The name, address, and telephone number of the offeror;

(4) A technical description of the items being offered in sufficient detail to evaluate compliance with the requirements…