Solicitation-_Concrete_Repair.pdf

SEE ADDENDUMIS CHECKED

CODE 18a. PAYMENT WILL BE MADE BY

CODE

FACILITYCODE

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT SUCH ADDRESS IN OFFER

OFFEROR

FEMA R02

NEW YORK NY 10007

1 WORLD TRADE CENTER

REGION II

FEDERAL EMERGENCY MANAGEMENT AGENCY

FEMA REGION 02

FEMA R02 CODE 16. ADMINISTERED BYCODE

X

X

X

238110

SIZE STANDARD:

100.00 % FOR:SET ASIDE:UNRESTRICTED ORFEMA R02

RFPIFB

10. THIS ACQUISITION ISCODE

RFQ

14. METHOD OF SOLICITATION

13b. RATING

NAICS:

SMALL BUSINESS

08/13/2018 1600 ES

07/25/2018

202-716-0605Tiffany Strickland (No collect calls)

INFORMATION CALL:

FOR SOLICITATION 8. OFFER DUE DATE/LOCAL TIMEb. TELEPHONE NUMBERa. NAME

4. ORDER NUMBER3. AWARD/ 6. SOLICITATION

70FBR218Q00000028

5. SOLICITATION NUMBER

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS 1. REQUISITION NUMBER PAGE OF

1 18 OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, & 30

52ND FLOOR

TELEPHONE NO.

17a. CONTRACTOR/

COLTS NECK NJ 07722

BUILDING C-54

201 NJ ROUTE 34

NWS EARLE

FEDERAL EMERGENCY MANGEMENT AGENCY

FEMA REGION II

15. DELIVER TO

NEW YORK NY 10007

52ND FLOOR

1 WORLD TRADE CENTER

REGION II

FEDERAL EMERGENCY MANAGEMENT AGENCY

9. ISSUED BY

7.

2. CONTRACT NO.

EFFECTIVE DATE

$15.0

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

ISSUE DATE

DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

11.

SEE SCHEDULE

12. DISCOUNT TERMS

THIS CONTRACT IS A

RATED ORDER UNDER

DPAS (15 CFR 700)

13a.

SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

HUBZONE SMALL

BUSINESS

8(A)

FEMA REGION 02

WOMEN-OWNED SMALL BUSINESS

(WOSB) ELIGIBLE UNDER THE WOMEN-OWNED

SMALL BUSINESS PROGRAM

EDWOSB

24.

AMOUNT

23.

UNIT PRICE

22.

UNIT

21.

QUANTITY

20.

SCHEDULE OF SUPPLIES/SERVICES

19.

ITEM NO.

Concrete Repair at various areas inside and around FEMA Building C-54 Warehouse, Naval Weapons Station Earle, Colts Neck, NJ.

Please see Statement of Work for further information.

***Absolutely no phone calls will be accepted regarding any portion of this solicitation.***

Delivery: 45 Days After Award (Use Reverse and/or Attach Additional Sheets as Necessary)

HEREIN, IS ACCEPTED AS TO ITEMS:

X

XX

DATED

Tiffany Strickland

. YOUR OFFER ON SOLICITATION (BLOCK 5),

INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE SET FORTH

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND DELIVER

ARE

ARE

31c. DATE SIGNED

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA

31a. UNITED STATES OF AMERICA (SIGNATURE OF CONTRACTING OFFICER)

30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER (Type or print)

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

SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.

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

26. TOTAL AWARD AMOUNT (For Govt. Use Only)

OFFER

STANDARD FORM 1449 (REV. 2/2012)

Prescribed by GSA - FAR (48 CFR) 53.212

ARE NOT ATTACHED.

ARE NOT ATTACHED.

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

30b. NAME AND TITLE OF SIGNER (Type or print)

30a. SIGNATURE OF OFFEROR/CONTRACTOR

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

25. ACCOUNTING AND APPROPRIATION DATA

29. AWARD OF CONTRACT:

REF.

07-25-2018

32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE

32c. DATE 32b. SIGNATURE OF AUTHORIZED GOVERNMENT REPRESENTATIVE

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

32a. QUANTITY IN COLUMN 21 HAS BEEN

RECEIVED INSPECTED

40. PAID BY39. S/R VOUCHER NUMBER38. S/R ACCOUNT NUMBER

37. CHECK NUMBER

FINALPARTIAL

36. PAYMENT

FINALPARTIAL

35. AMOUNT VERIFIED

CORRECT FOR

34. VOUCHER NUMBER33. SHIP NUMBER

COMPLETE

32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE

42d. TOTAL CONTAINERS42c. DATE REC'D (YY/MM/DD)

42b. RECEIVED AT (Location)

42a. RECEIVED BY (Print)

41c. DATE41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER

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

STANDARD FORM 1449 (REV. 2/2012) BACK

24.

AMOUNT

23.

UNIT PRICE

22.

UNIT

21.

QUANTITY

20.

SCHEDULE OF SUPPLIES/SERVICES

19.

ITEM NO.

0001 Concrete Repair at various areas inside and around FEMA Building C-54 Warehouse, Naval

Weapons Station Earle, Colts Neck, NJ.

Please see Statement of Work for further information.

(Option Line Item)

Date Option to be Exercised 1 Days After Award

Product/Service Code: Z2AA

Product/Service Description: REPAIR OR ALTERATION

OF OFFICE BUILDINGS

32f. TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT REPRESENTATIVE

18 2 of

A - Solicitation/Contract Form B - Supplies or Services/Prices

CLIN Structure C - Description/Specifications D - Packaging and Marking E - Inspection and Acceptance F - Deliveries or Performance G - Contract Administration Data H - Special Contract Requirements I - Contract Clauses

Clauses J - List of Documents, Exhibits and Other Attachments

List of Documents, Exhibits, and Other Attachments K - Representations, Certifications, and Other Statements of Bidders L - Instructions,Conditions, and Notices to Bidders M - Evaluation Factors for Award

A - Solicitation/Contract Form

Introduction

FEMA Region II has a requirement for Concrete Repair work to be done at various areas in and around the FEMA Building C-54 at the Naval Weapons Station Earle, in Colts Neck, NJ.

Place of Performance:

Naval Weapons Station Earle 201 New Jersey Route 34, Bldg. C-54, Colts Neck, NJ 07722

Period of Performance: Concrete repair work to commence within 14 days after time of award.

B - Supplies or Services/Prices

CLIN Structure

Item/Sub Number Description Quantity Unit of

Issue Unit Price Total Item Amount

Concrete Repair at various areas inside and around FEMA Building C-54 Warehouse, Naval Weapons Station Earle, Colts Neck, NJ. Please see Statement of Work for further information.

C - Description/Specifications

Statement of Work Concrete Repair Work at EARLE

1. Introduction

This requirement is to provide Concrete Repair Work to FEMA Building C-54 at the Naval Weapons Station EARLE, in Colts Neck, NJ to accommodate and maintain a safe FEMA workspace environment for staff.

2. Instructions to bidders

A. Bidders are requested to submit an estimate for work as described in the “Statement of Work” (SOW) below. The estimate shall include the cost of all labor, materials, equipment rentals, etc. as required to complete all work as described in the "Statement of Work" or as reasonably inferred.

B. Bidders are to provide the Past Performance Questionnaire that is included to three (3) present or former clients. The client is to email the completed questionnaire to the Contracting Officer directly. Past Performance questionnaires will not be accepted if sent by the bidder.

C. A site visit will be conducted on Monday, August 06, 2018, 11am – 1pm EST. Contractors will need to provide a list of attendees by Wednesday, August 01, 2018, 4:00 PM, EST to Tiffany Strickland at tiffany.strickland@fema.dhs.gov.

D. Before submitting a proposal, maximum of ten (10 pages), and drawings, the bidders shall carefully examine and visit the site at NWS Earle Colts Neck, NJ and check existing conditions. The bidders will utilize the Earle Floor Plan (PDF document supplied by FEMA) as a tool in locating mechanical equipment. The Earle Floor Plan identifies the approximate location of all spaces. Should the bidders find discrepancies in or omissions from the scope of work listed below, bidder shall notify the contracting officer, who will send written instruction to all bidders regarding this discrepancy or omission via www.fedbid.com under Fedbid Buy #932086.

E. The contractor is to submit a schedule outlining all tasks and dates for project completion.

F. The contractor is to submit product data and finish samples for approval prior to application or purchase.

G. Location

The work is located at: Naval Weapons Station Earle

201 New Jersey Route 34, Bldg. C-54, Colts Neck, NJ 07722

Please Note: Security Information for NWS Earle:

Naval Weapons Station Earle’s security performs a background check on all personnel entering the Naval Base. Driver’s must be U.S. citizens and are required to present a valid driver’s license, vehicle registration, and proof of insurance. All vehicles, exterior and interior, will be thoroughly inspected by base security.

H. Proposal shall be submitted electronically, referencing solicitation # 70FBR218Q00000028 to www.fedbid.com under Fedbid Buy # 932086.

Bidders shall prepare a breakdown of costs by trades following industry standard CSI format. This should be in a clear and concise form, permitting ease of discussion. THE CONTRACTOR SHALL PROVIDE

AN ALL INCLUSIVE (EQUIPMENT, SUPPLIES AND LABOR) FOR ADDITIONAL WORK AS

REQUIRED AND AT LOCATIONS REQUESTED BY FEMA.

I. All bidders shall use the Service Contract Act wage determination No.: 2005-2351 for Monmouth County, NJ. The McNamara-O’Hara Service Contract Act requires contractors and subcontractors performing services on prime contracts in excess of $2,500 to pay service employees in various classes no mailto:tiffany.strickland@fema.dhs.gov http://www.fedbid.com/ http://www.fedbid.com/ less than the wage rates and fringe benefits found prevailing in the locality, or the rates (including prospective increases) contained in a predecessor contractor's collective bargaining agreement. The Department of Labor issues wage determinations on a contract-by-contract basis in response to specific requests from contracting agencies. These determinations are incorporated into the contract.

3.1 SUBMITTALS

A. Submittal Procedures: Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND

SAMPLES.

B. Submittal Drawings:

1. Large scale drawings of reinforcing steel if required.

C. Manufacturer's Literature and Data:

1. Concrete Mix Design.

2. Air entraining admixture, chemical admixtures, and curing compounds.

3. Indicate manufacturer's recommendation for each application.

D. Certificates: Certify products comply with specifications.

a. Each ready mix concrete batch delivered to site.

3.2 DELIVERY

A. Deliver each ready mixed concrete batch with mix certification in duplicate according to ASTM C94/C94M.

3.3 WARRANTY

A. Construction Warranty: FAR clause 52.246 21, "Warranty of Construction."

PART 4 - PRODUCTS

4.1 MATERIALS

A. Portland Cement: ASTM C150/C150M, Type I or II.

B. Pozzolans:

1. Fly Ash: ASTM C618, Class C or F including supplementary optional physical requirements.

2. Slag: ASTM C989.

3. Silica Fume: ASTM C1240.

C. Coarse Aggregate: ASTM C33/C33M.

1. Size 7 for coarse aggregate for applied topping and metal pan stair fill.

2. Size 67 for other applications.

D. Fine Aggregate: ASTM C33/C33M.

E. Lightweight Aggregate for Structural Concrete: ASTM C330/C330M, Table 1.

F. Mixing Water: Fresh, clean, and potable.

G. Air Entraining Admixture: ASTM C260/C260M.

H. Chemical Admixtures: ASTM C494/C494M.

I. Vapor Barrier: ASTM E1745, Class A with a minimum puncture resistance of 2200 g (3000 lbs.);

minimum 0.38 mm (15 mil) thick.

J. Reinforcing Steel: ASTM A615/A615M or ASTM A996/A996M, deformed. As required

K. Forms: Wood, plywood, metal, or other materials, approved by Contracting Officer, of grade or type suitable to obtain type of finish specified.

1. Plywood: Exterior grade, free of defects and patches on contact surface.

2. Lumber: Sound, grade marked, S4S stress graded softwood.

3. Form coating: As recommended by Contractor.

L. Welded Wire Fabric: ASTM A1064 plain; Expansion Joint Filler: ASTM D1751.

M. Sheet Materials for Curing Concrete: ASTM C171.

N. Abrasive Aggregates: Aluminum oxide grains or emery grits.

O. Liquid Densifier/Sealer: 100 percent active colorless aqueous siliconate solution.

P. Grout, Non-Shrinking: Premixed ferrous or nonferrous. Grout to show no settlement or vertical drying shrinkage at 3 days. Compressive strength for grout, at least 18 MPa (2500 psi) at 3 days and 35 MPa (5000 psi) at 28 days.

4.2 ACCESSORIES

A. Bonding Agent: ASTM C 1059/C 1059M, Type II.

B. Structural Adhesive: ASTM C881, 2 component material suitable for use on dry or damp surfaces.

Provide material Type, Grade, and Class to suit Project requirements.

C. Water Stops: Rubber base with self-healing properties. Expanding clay based products not acceptable.

D. Weeps: Geotextile type as recommended by Contractor and approved by Contracting Officer.

4.3 CONCRETE MIXES

A. Design concrete mixes according to ASTM C94/C94M, Option C.

B. Compressive strength at 28 days: minimum 25 MPa (3,000 psi) .

C. Submit mix design and results of compression tests to the Contracting Officer for his evaluation.

Identify all materials, including admixtures, making up the concrete.

D. Maximum Slump for Vibrated Concrete: 100 mm (4 inches) tested according to ASTM C143.

PART 5 – EXECUTION

5.1 MATERIALS AND METHODS

A. Concrete shall not be placed when stormy or inclement weather prevents good workmanship.

Adequate equipment shall be provided for heating concrete materials and protecting concrete during freezing or near-freezing weather. All concrete materials and all reinforcement, forms, fillers and ground with which concrete is to come in contact shall be free from frost. Frozen materials or materials containing ice shall not be used.

B. During hot weather, proper attention shall be given to ingredients, production methods, handling, placing protection and curing to prevent excessive concrete temperatures or water evaporation that may impair required strength or serviceability of the member or structure.

C. Curing and protection shall be accomplished by preventing loss of moisture, rapid temperature change, and mechanical injury or injury from rain or flowing water for a period of seven (7) days. Curing shall be started soon after placing and finishing, and when free water has disappeared from the surface of the concrete. Expansion joints (e.j.) shall be placed at all locations where new paving abuts curbs or other structures, and in spans greater than 40 feet in length. All exterior concrete flat surfaces shall be cured within 12 hours with Kure & Seal or a written approved equal.

5.2 CONCRETE REINFORCEMENT

1. Reinforced concrete work shall comply with building code requirements for reinforced concrete (ACI-318) of American Concrete Institute. Reinforcing material shall be new material conforming to the following:

A. Deformed Steel Bars - ASTM A-305.

B. Billet Steel Bars - ASTM A-15.

5.6 REPAIR CONCRETE STEPS

1. Cut out or otherwise remove all deteriorated concrete.

2. Thoroughly clean area, removing all loose particles. Dampen surface and apply heavy brush or slush coat of Thorite as manufactured by Standard Dry Wall Products, Inc., or equally prepared concrete patch mix, making certain all pores and voids are filled.

3. Screen off and steel trowel patch so that it is level with surface.

5.7. PATCH CONCRETE INTERIOR AND EXTERIOR

1. Chip out all loose materials and disintegrated concrete on all deteriorated areas of drive. Clean off all oils, grease, dirt, salt deposits, etc.

2. Use prepared commercial cleaner, as set forth above.

3. Flush clean, then patch area with prepared concrete patch compound, following manufacturer’s printed instructions. Do not apply at temperatures below 40° Fahrenheit, or if temperatures are expected to fall below 40° Fahrenheit within 48 hours.

5.8 FORMWORK

A. Installation: Conform to ACI 347. Construct forms to obtain concrete of the shapes, dimensions and profiles indicated, with tight joints.

B. Design and construct forms to prevent bowing out of forms between supports and to be removable without prying against or otherwise damaging fresh concrete.

C. When patching formed concrete, seal form edges against existing surface to prevent leakage; set forms so that patch is flush with adjacent surfaces.

D. Treating and Wetting: Treat or wet concrete contact surfaces:

1. Coat plywood and lumber forms with non-staining form sealer.

2. Wet wood forms thoroughly when they are not treated with form release agent.

3. Prevent water from accumulating and remaining within forms.

4. Clean and coat removable metal forms with light form oil before reinforcement is placed.

5. In hot weather, cool metal forms by thoroughly wetting with water just before placing concrete.

6. Prevent water from accumulating and remaining within forms.

E. Inserts, Sleeves, and Similar Items: Install masonry ties, anchors, inserts, wires, hangers, sleeves, boxes for floor hinges, and other cast in items specified in other Sections. Place where indicated, square, flush and secured to formwork.

F. Construction Tolerances - General: Install and maintain concrete formwork to assure completion of work within specified tolerances.

G. Adjust or replace completed work exceeding specified tolerances before placing concrete.

5.9 REINFORCEMENT

A. Install concrete reinforcement according to ACI 318 and ACI SP 66.

B. Support and securely tie reinforcing steel to prevent displacement during placing of concrete.

C. Drilling for Dowels in Existing Concrete: Use sharp bits, drill hole slightly oversize, fill with epoxy grout, inset the dowel, and remove excess epoxy.

5.10 VAPOR BARRIER

A. Except where membrane waterproofing is required, place interior concrete slabs on a continuous vapor barrier.

B. Lap joints 150 mm (6 inches) and seal with a compatible pressure sensitive tape.

C. Patch punctures and tears.

5.11 PLACING CONCRETE

A. Remove water from excavations before concrete is placed. Remove hardened concrete, debris and other foreign materials from interior of forms, and from inside of mixing and conveying equipment. Obtain approval from Contracting Officer's Representative before placing concrete.

B. Install screeds at required elevations for concrete slabs.

C. Roughen and clean free from laitance, foreign matter, and loose particles before placing new concrete on existing concrete.

1. Blow out areas with compressed air and immediately coat contact areas with adhesive in compliance with manufacturer's instructions.

D. Place structural concrete according to ACI 301 and ACI 318.

E. Convey concrete from mixer to final place of deposit by method that will prevent segregation or loss of ingredients. Do not deposit, in Work, concrete that has attained its initial set or has contained its water or cement more than 1 1/2 hours. Do not allow concrete to drop freely more than 1500 mm (5 feet) in unexposed work nor more than 900 mm (3 feet) in exposed work.

F. Place and consolidate concrete in horizontal layers not exceeding 300 mm (12 inches) in thickness.

Consolidate concrete by spading, rodding, and mechanical vibrator. Do not secure vibrator to forms or reinforcement. Continuously vibrate during placement of concrete.

G. Concrete Fill in Stair Tread and Landing Pans: Coat steel with bonding agent and fill pans with concrete. Reinforce with 2 inch by 2 inch by 1.6 mm (0.06 inch) welded wire mesh at midpoint.

H. Hot Weather Concrete Placement: As recommended by ACI 305.1 to prevent adversely affecting properties and serviceability of hardened concrete.

I. Cold Weather Concrete Placement: As recommended by ACI 306.1, to prevent freezing of thin sections less than 300 mm (12 inches) and to permit concrete to gain strength properly.

1. Do not use calcium chloride without written approval from Contracting Officer's Representative.

5.12 TOLERANCES

A. Slab on Grade Finish Tolerance: Comply with ACI 117, FF number and FL number method.

1. Paragraph 4.8.3, Class A3 mm (1/8 inches) for offset in form work.

2. Table R4.8.4, "Flat" 6 mm (1/4 inch) in 3 m (10 feet) for slabs.

5.13 PROTECTION AND CURING

A. Protect exposed surfaces of concrete from premature drying, wash by rain or running water, wind, mechanical damage, and excessive hot or cold temperatures.

B. Curing Methods: Cure concrete with curing compound using wet method with sheets.

C. Formed Concrete Curing: Wet the tops and exposed portions of formed concrete and keep moist until forms are removed.

1. If forms are removed before 14 days after concrete is cast, install sheet curing materials as specified above.

D. Concrete Flatwork Curing:

1. Install sheet materials according to the manufacturer's instructions.

a. When manufacturer's instructions deviate from specifications, submit proposed resolution for Contracting Officer's Representative consideration.

5.14 FORM REMOVAL

A. Maintain forms in place until concrete is self-supporting, with construction operation loads.

B. Remove fins, laitance and loose material from concrete surfaces when forms are removed. Repair honeycombs, rock pockets, sand runs, spalls, or otherwise damaged surfaces by patching with the same mix as concrete minus the coarse aggregates.

C. Finish to match adjacent surfaces.

5.15 FINISHES

A. Exterior Locations in Warm climates

1. Float Finish: exterior /ramps, stair treads, and platforms, both equipment pads, and slabs to receive non cementitious materials, except as specified.

a. Screen and float to smooth dense finish.

b. After first floating, while surface is still soft, check surfaces for alignment using straightedge or template. Correct high spots by cutting down with trowel or similar tool. Correct low spots by filling in with material same composition as floor finish. Remove any surface projections on floated finish by rubbing or dry grinding. Refloat slab to uniform sandy texture.

2. Steel Trowel Finish: Applied toppings, concrete surfaces to receive resilient floor covering or carpet, future floor roof and other monolithic concrete floor slabs exposed to view without other finish indicated or specified.

a. Delay final steel troweling to secure smooth, dense surface, usually when surface can no longer be dented by fingers. During final troweling, tilt steel trowel at slight angle and exert heavy pressure on trowel to compact cement paste and form dense, smooth surface.

b. Finished surface: Free from trowel marks. Uniform in texture and appearance.

Exterior locations in cold climates subject to icing.

3. Broom Finish: Finish exterior slabs, ramps, and stair treads with bristle brush moistened with clear water after surfaces have been floated.

4. Finished Slab Flatness (FF) and Levelness (FL):

a. Slab on Grade: Specified overall value FF 25/FL 20. Minimum local value FF 17/FL 15.

b. Test flatness and levelness according to ASTM E1155.

5.16 SURFACE TREATMENTS

A. Mix and apply the following surface treatments according to manufacturer's instructions.

1. When manufacturer's instructions deviate from specifications, submit proposed resolution for Contracting Officer's Representative consideration.

B. Liquid Densifier/Sealer: Use for exposed concrete floors and concrete floors to receive carpeting, except those specified to receive non slip finish.

C. Slip Resistant Finish:

1. Except where safety nosing and tread coverings are shown, apply abrasive aggregate to treads and platforms of concrete steps and stairs, and to surfaces of exterior concrete ramps and platforms.

a. Broadcast aggregate uniformly over concrete surface. Trowel concrete surface to smooth dense finish. After curing, rub treated surface with abrasive brick and water sufficiently to slightly expose abrasive aggregate.

Include the following when placing concrete over existing. Typically 50 mm (2 inches) minimum.

5.17 APPLIED TOPPING

A. Install concrete topping with thickness and strength shown with only enough water to ensure stiff, workable, plastic mix.

B. Continuously place applied topping until entire area is complete, struck off with straightedge, compact by rolling or tamping, float and steel trowel to hard smooth finish.

5.18 RESURFACING FLOORS

A. Remove existing flooring by abrasive blasting or grinding, in areas to receive resurfacing, to expose existing structural slab. Achieve a surface profile of 2 to 4 according to ICRI 310.2R for the condition found at Site.

B. Prepare exposed structural slab surface by cleaning, wetting, and applying adhesive according to manufacturer's instructions as specified in the flooring section.

D - Packaging and Marking

E - Inspection and Acceptance

All repair work must be inspected and approved by the Contracting Officer's Representative, Reginald Thomas and the Facilities Manager, Craig Caggiano.

F - Deliveries or Performance

Delivery or Performance

Place of Performance:

Naval Weapons Station Earle 201 New Jersey Route 34, Bldg. C-54, Colts Neck, NJ 07722

Period of Performance: Concrete repair services to commence within 14 days after time of award.

G - Contract Administration Data

G.1 BILLING INSTRUCTIONS

Contractors must submit vouchers electronically in pdf format to the FEMA Finance Center at: FEMA- Finance-Vendor-Payments@fema.dhs.gov

G.2 DEFECTIVE OR IMPROPER INVOICES (JUN 2014)

Name, title, phone number, and email of officials of the business concern who are to be notified when the Government receives an improper invoice.

G.3 INVOICE APPROVAL (JUN 2014)

The following FEMA individual (in addition to the Contracting Officer) is hereby delegated authority to accept goods and services and to review and approve invoices for this contract:

Authorized Invoice Approver Name: Reginald Thomas Title: COR Phone: 732-866-1107 Email: Reginald.thomas@fema.dhs.gov

G.4 Identification of Government Officials mailto:FEMA-Finance-Vendor-Payments@fema.dhs.gov mailto:FEMA-Finance-Vendor-Payments@fema.dhs.gov mailto:Reginald.thomas@fema.dhs.gov

IDENTIFICATION OF GOVERNMENT OFFICIALS (AUG 2014)

The Government Officials assigned to this contract are as follows:

Administrative Contracting Officer:

Name: Tiffany S. Strickland Title: Regional Contracting Officer Phone: 202-716-0605 Email: tiffany.strickland@fema.dhs.gov

Technical Direction and Surveillance

TECHNICAL DIRECTION AND SURVEILLANCE

(a) Performance of the work under this contract shall be subject to the surveillance and written technical direction of the Contracting Officer's Representative (COR) who shall be specifically appointed by the Contracting Officer in writing. Technical direction is defined as a directive to the Contractor which approves approaches, solutions, designs, or refinements; fills in details or otherwise completes the general description of work of documentation items; shifts emphasis among work areas or tasks; or otherwise furnishes guidance to the Contractor. Technical direction includes the process of conducting inquiries, requesting studies, or transmitting information or advice by the COR, regarding matters within the general tasks and requirements in the statement of work for this contract.

(b) The COR does not have the authority to, and shall not, issue any technical direction which:

(1) Constitutes an assignment of additional work outside the Statement of Work;

(2) Constitutes a change as defined in the contract clause entitled "Changes";

(3) In any manner causes an increase or decrease in the total estimated contract cost, the fixed fee (if any), or the time required for contract performance;

(4) Changes any of the expressed terms, conditions, or specifications of the contract; or

(5) Interferes with the Contractor's right to perform the specifications of the contract.

(c) All technical directions shall be issued in writing by the COR.

(d) The Contractor shall proceed promptly with the performance of technical directions duly issued by the COR in the manner prescribed by this clause and within his/her authority under the provisions of this clause. Any instruction or direction by the COR which falls within one, or more, of the categories defined in (b)(1) through (5) above, shall cause the Contractor to notify the Contracting Officer in writing within five (5) working days after receipt of any such instruction or direction and shall request the Contracting Officer to modify the contract accordingly. Upon receiving the notification from the Contractor, the Contracting Officer shall either issue an appropriate contract modification within a reasonable time or advise the Contractor in writing within thirty (30) days after receipt of the Contractor's Letter that:

(1) the technical direction is rescinded in its entirety

(2) the technical direction is within the scope of the contract, does not constitute a change under the "Changes" clause of the contract and that the Contractor should continue with the performance of the technical direction.

(e) A failure of the Contractor and Contracting Officer to agree that the technical direction is within scope of the contract, or a failure to agree upon the contract action to be taken with respect thereto shall be subject to the provisions of the "Disputes" clause of this contract.

(f) Any action(s) taken by the Contractor in response to any direction given by any person other than the Contracting Officer or the COR shall be at the Contractor's risk.

H - Special Contract Requirements

I - Contract Clauses mailto:tiffany.strickland@fema.dhs.gov

Clauses

52.202-1 Definitions. (NOV 2013)

When a solicitation provision or contract clause uses a word or term that is defined in the Federal Acquisition Regulation (FAR), the word or term has the same meaning as the definition in FAR

2.101 in effect at the time the solicitation was issued, unless-

(a) The solicitation, or amended solicitation, provides a different definition;

(b) The contracting parties agree to a different definition;

(c) The part, subpart, or section of the FAR where the provision or clause is prescribed provides a different meaning; or

(d) The word or term is defined in FAR Part 31, for use in the cost principles and procedures.

(End of clause)

52.203-5 Covenant Against Contingent Fees. (MAY 2014)

52.203-6 Restrictions on Subcontractor Sales to the Government. (SEP 2006)

(a) Except as provided in (b) of this clause, the Contractor shall not enter into any agreement with an actual or prospective subcontractor, nor otherwise act in any manner, which has or may have the effect of restricting sales by such subcontractors directly to the Government of any item or process (including computer software) made or furnished by the subcontractor under this contract or under any follow-on production contract.

(b) The prohibition in (a) of this clause does not preclude the Contractor from asserting rights that are otherwise authorized by law or regulation.

(c) The Contractor agrees to incorporate the substance of this clause, including this paragraph (c), in all subcontracts under this contract which exceed the simplified acquisition threshold.

(End of clause)

52.203-7 Anti-Kickback Procedures. (MAY 2014)

(a) Definitions.

Kickback, as used in this clause, means any money, fee, commission, credit, gift, gratuity, thing of value, or compensation of any kind which is provided, to any prime Contractor, prime Contractor employee, subcontractor, or subcontractor employee for the purpose of improperly obtaining or rewarding favorable treatment in connection with a prime contract or in connection with a subcontract relating to a prime contract.

Person, as used in this clause, means a corporation, partnership, business association of any kind, trust, joint-stock company, or individual.

Prime contract, as used in this clause, means a contract or contractual action entered into by the United States for the purpose of obtaining supplies, materials, equipment, or services of any kind.

Prime Contractor, as used in this clause, means a person who has entered into a prime contract with the United States.

Prime Contractor employee, as used in this clause, means any officer, partner, employee, or agent of a prime Contractor.

Subcontract, as used in this clause, means a contract or contractual action entered into by a prime Contractor or subcontractor for the purpose of obtaining supplies, materials, equipment, or services of any kind under a prime contract.

Subcontractor, as used in this clause, (1) means any person, other than the prime Contractor, who offers to furnish or furnishes any supplies, materials, equipment, or services of any kind under a prime contract or a subcontract entered into in connection with such prime contract, and (2) includes any person who offers to furnish or furnishes general supplies to the prime Contractor or a higher tier subcontractor.

Subcontractor employee, as used in this clause, means any officer, partner, employee, or agent of a subcontractor.

(b) 41 U.S.C. chapter 87, Kickbacks, prohibits any person from-

(1) Providing or attempting to provide or offering to provide any kickback;

(2) Soliciting, accepting, or attempting to accept any kickback; or

(3) Including, directly or indirectly, the amount of any kickback in the contract price charged by a prime Contractor to the United States or in the contract price charged by a subcontractor to a prime Contractor or higher tier subcontractor.

(c)(1) The Contractor shall have in place and follow reasonable procedures designed to prevent and detect possible violations described in paragraph (b) of this clause in its own operations and direct business relationships.

(2) When the Contractor has reasonable grounds to believe that a violation described in paragraph (b) of this clause may have occurred, the Contractor shall promptly report in writing the possible violation. Such reports shall be made to the inspector general of the contracting agency, the head of the contracting agency if the agency does not have an inspector general, or the Attorney General.

(3) The Contractor shall cooperate fully with any Federal agency investigating a possible violation described in paragraph (b) of this clause.

(4) The Contracting Officer may (i) offset the amount of the kickback against any monies owed by the United States under the prime contract and/or (ii) direct that the Prime Contractor withhold, from sums owed a subcontractor under the prime contract, the amount of any kickback. The Contracting Officer may order the monies withheld under subdivision (c)(4)(ii) of this clause be paid over to the Government unless the Government has already offset those monies under subdivision (c)(4)(i) of this clause. In either case, the Prime Contractor shall notify the Contracting Officer when the monies are withheld.

(5) The Contractor agrees to incorporate the substance of this clause, including this subparagraph (c)(5) but excepting subparagraph (c)(1), in all subcontracts under under this contract which exceed $150,000.

52.203-9 Reserved

52.203-10 Price or Fee Adjustment for Illegal or Improper Activity. (MAY 2014)

52.203-13 Contractor Code of Business Ethics and Conduct. (OCT 2015)

52.203-15 Whistleblower Protections Under the American Recovery and Reinvestment Act of 2009.

(JUN 2010)

52.203-17 Contractor Employee Whistleblower Rights and Requirement To Inform Employees of Whistleblower Rights. (APR 2014)

(a) This contract and employees working on this contract will be subject to the whistleblower rights and remedies in the pilot program on Contractor employee whistleblower protections established at 41 U.S.C. 4712 by section 828 of the National Defense Authorization Act for Fiscal Year 2013 (Pub. L. 112-239) and FAR 3.908.

(b) The Contractor shall inform its employees in writing, in the predominant language of the workforce, of employee whistleblower rights and protections under 41 U.S.C. 4712, as described in section 3.908 of the Federal Acquisition Regulation.

(c) The Contractor shall insert the substance of this clause, including this paragraph (c), in all subcontracts over the simplified acquisition threshold.

(End of clause)

52.204-13 System for Award Management Maintenance. (OCT 2016)

52.204-14 Service Contract Reporting Requirements. (OCT 2016)

52.209-9 Updates of Publicly Available Information Regarding Responsibility Matters. (JUL 2013)

52.215-19 Notification of Ownership Changes. (OCT 1997)

52.217-8 Option to Extend Services. (NOV 1999)

The Government may require continued performance of any services within the limits and at the rates specified in the contract. These rates may be adjusted only as a result of revisions to prevailing labor rates provided by the Secretary of Labor. The option provision may be exercised more than once, but the total extension of performance hereunder shall not exceed 6 months. The Contracting Officer may exercise the option by written notice to the Contractor within contract period of performance..

(End of clause)

52.217-9 Option to Extend the Term of the Contract. (MAR 2000)

(a) The Government may extend the term of this contract by written notice to the Contractor within at any time during the contract period of performance.; provided that the Government gives the Contractor a preliminary written notice of its intent to extend at least 1days (60 days unless a different number of days is inserted) before the contract expires. The preliminary notice does not commit the Government to an extension.

(b) If the Government exercises this option, the extended contract shall be considered to include this option clause.

(c) The total duration of this contract, including the exercise of any options under this clause, shall not exceed [ ](months)(years).

(End of clause)

52.222-17 Nondisplacement of Qualified Workers. (MAY 2014)

52.222-40 Notification of Employee Rights Under the National Labor Relations Act. (DEC 2010)

52.222-50 Combating Trafficking in Persons. (MAR 2015)

52.222-54 Employment Eligibility Verification. (OCT 2015)

52.223-18 Encouraging Contractor Policies to Ban Text Messaging While Driving. (AUG 2011)

52.225-1 Buy American - Supplies. (MAY 2014)

52.225-13 Restrictions on Certain Foreign Purchases. (JUN 2008)

52.226-6 Promoting excess food donation to nonprofit organizations. (MAY 2014)

52.228-16 Performance and Payment Bonds - Other Than Construction. (NOV 2006)

(a) Definitions. As used in this clause-

"Original contract price" means the award price of the contract or, for requirements contracts, the price payable for the estimated quantity; or, for indefinite-quantity contracts, the price payable for the specified minimum quantity. Original contract price does not include the price of any options, except those options exercised at the time of contract award.

(b) The Contractor shall furnish a performance bond (Standard Form 1418) for the protection of the Government in an amount equal to N/A percent of the original contract price and a payment bond (Standard Form 1416) in an amount equal to N/A percent of the original contract price.

(c) The Contractor shall furnish all executed bonds, including any necessary reinsurance agreements, to the Contracting Officer, within N/A days, but in any event, before starting work.

(d) The Government may require additional performance and payment bond protection if the contract price is increased. The Government may secure the additional protection by directing the Contractor to increase the penal amount of the existing bonds or to obtain additional bonds.

(e) The bonds shall be in the form of firm commitment, supported by corporate sureties whose names appear on the list contained in Treasury Department Circular 570, individual sureties, or by other acceptable security such as postal money order, certified check, cashier's check, irrevocable letter of credit, or, in accordance with Treasury Department regulations, certain bonds or notes of the United States. Treasury Circular 570 is published in the Federal Register, or may be obtained from the U.S. Department of the Treasury, Financial Management Service, Surety Bond Branch, 3700 East West Highway, Room 6F01, Hyattsville, MD 20782. Or via the internet at http://www.fms.treas.gov/c570/.

(End of clause)

52.232-1 Payments. (APR 1984)

52.232-39 Unenforceability of Unauthorized Obligations. (JUN 2013)

52.233-3 Protest after Award. (AUG 1996)

52.233-4 Applicable Law for Breach of Contract Claim. (OCT 2004)

52.244-6 Subcontracts for Commercial Items. (NOV 2017)

52.245-1 Government Property. (JAN 2017)

52.249-2 Termination for Convenience of the Government (Fixed-Price). (APR 2012)

52.249-8 Default (Fixed-Price Supply and Service). (APR 1984)

52.252-2 Clauses Incorporated by Reference. (FEB 1998)

This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es): http://farsite.hill.af.mil/vmfara.htm

(End of clause)

J - List of Documents, Exhibits and Other Attachments

List of Documents, Exhibits, and Other Attachments

Concrete Repair Attachments

Attachment Number Title Date

0001 Statement of Work (SOW) 07/24/2018 0002 Building Plan 07/24/2018 0003 Warehouse Floor Deformities 07/24/2018 0004 Past Performance Questionnaire 07/24/2018

K - Representations, Certifications, and Other Statements of Bidders

52.204-19 Incorporation by Reference of Representations and Certifications. (DEC 2014)

The Contractor's representations and certifications, including those completed electronically via the System for Award Management (SAM), are incorporated by reference into the contract.

(End of clause)

52.225-25 Prohibition on Contracting with Entities Engaging in Certain Activities or Transactions Relating to Iran-Representation and Certifications. (OCT 2015)

L - Instructions,Conditions, and Notices to Bidders

Instructions to Offerors:

Offerors shall submit their proposal via FedBid Buy# 932086 by Monday, August 13, 2018, 4:00PM EST.

Proposal shall include a detailed price breakdown for all the equipment requested. All clarification questions regarding this solicitation shall be submitted via the FedBid Buy# 932086 by Tuesday, August

07, 2018, 4:00PM EST.

Vendors must return a signed copy of this solicitation and complete any applicable clause fill-ins. This may be uploaded with proposal via FedBid Buy# 932086.

Past Performance Questionnaires (minimum of 2) will only be accepted when received directly from the contractor’s referenced evaluator to the contracting officer, tiffany.strickland@fema.dhs.gov. Past Performance questionnaires must be received by Monday, August 13, 2018, 4:00PM EST (See attachment)

Absolutely no phone calls will be accepted regarding any portion of this solicitation. Please provide your very best pricing when submitting your quote for this solicitation.

M - Evaluation Factors for Award

Basis of Award mailto:tiffany.strickland@fema.dhs.gov

The award for this requirement shall be made to a single contractor. Quotes must reflect a complete price breakdown and a grand total as well. Failure to do so may result in rejection of the entire proposal.

The Government intends to make an award to the Offeror who submits the lowest price, technically acceptable quote and is deemed responsive and responsible by the Contacting Officer. The Contracting Officer also reserves the right to make no award under this Request for Proposal.