Amendment_0002.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

The purpose of this Amendment 0002 is for the follow ing changes:

1. The Statement of Work has been revised. The changes are highlighted.

2. Revisions to draw ings (Attachment 1) have been clouded and noted in revision title block.

3. Added Door Hardw are Standards (Attachment 8) to Statement of Work.

4. To provide a response to questions received from potential offerors.

5. The proposal due date is extended to 28 Jun 2019, 2:00PM EST.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 23

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

16C. DATE SIGNED

BY 07-Jun-2019

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

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W911QY19R0010

X 9B. DATED (SEE ITEM 11)

01-May-2019

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

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

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

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

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

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

6. ISSUED BY

3. EFFECTIVE DATE

07-Jun-2019

CODE

W6QK ACC-APG NATICK

CONTRACTING DIVISION

BLDG 1 GENERAL GREENE AVENUE

NATICK MA 01760-5011

W911QY 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W911QY19R0010

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

RESPOND TO RFIS

Amendment 0002 Responses to Request for Information (RFI’s)

Q1: Please provide copy of the site visit attendees of May 9th, 2019?

A1: The list of site visit attendees is not released.

Q2: Confirm that the RFI deadline of May 24, 2019 at 2 PM?

A2: The submission of additional Request for Information (RFI) is 14 Jun 2019 at 2:00PM EST.

Q3: Is the existing fire alarm system zoned independently of the remaining existing system in order to be deactivated during construction? If adjacent/adjoining areas are part of the same zone will they be required to be temporarily operational? Please advise.

A3: The fire alarm system does not have any zones. It is an addressable system, each device reports a unique code to the panel and has to be deactivated independently. Changes have been made to SOW Section 28.

Q4: In the project description regarding the existing flooring it is noted to contain minimal asbestos abatement. At the site visit presentation, we were informed that no asbestos is present and that it will be addressed in an amendment. Please confirm.

A4: Our environmental office confirmed that there is no known asbestos in the flooring. Drawing AD100 has been revised.

Q5: Regarding the existing light fixtures to be demolished a question was raised; are the units known to contain PCB’s/CFL’s relative to the environmental disposal of the ballast and lamps. The CO informed the attendees that they will address it in an upcoming addendum. If that is the case, they can be recorded and provided to Base Environmental for further handling and disposal. Please confirm

A5: There is no known PCB’s/CFL’s contained in the light fixtures. If PCB’s are discovered, the contractor shall notify the Environmental Office immediately. PCB’s and CFL’s shall be turned into the NSSC Environmental Office. Electronic ballasts shall be disposed of in NSSC’s scrap metal dumpster located behind Bldg. 2. SOW Section 27 has been revised.

Q6: There are requirements to trench the existing slab for installation of new plumbing and electrical piping. Is there a requirement to perform a slab GPR prior to work or not necessary? Or there are no know underground obstructions in the areas were the work is to be performed?

A6: There are no known obstructions under concrete slab for new electrical trenches, however; Ground Penetrating Radar (GPR) is required prior to excavation for all trenches under concrete slab. Drawing A100 Demolition Key Note 12A and SOW Section 27 has been revised.

Q7: Will independent testing be required for concrete work?

A7: See SOW section 2.3 requiring the contractor to perform testing for PH content to ensure proper preparation / adhesion for new flooring. For new concrete slab work the contractor shall provide manifest for concrete psi and mix. SOW Section 28 has been revised.

Q8: Per the solicitation page 54 scope of Mechanical we are required to rebalance the system based on the new use of the space. What steps are required by the contactor to achieve this in not having any baseline information provided?

A8: It has been determined that no re-balancing will be required. SOW Section 29 has been revised.

Q9: FRP-1 Fiberglass reinforced panel- please provide the intended manufacturer product type?

A9: For required information to bid, see Drawing G002, Specification 09720: Decorative Fiberglass Reinforced Wall Panels

Q10: Drawing A902 Food Service Line Elevation 2 what is the material/finish of the product?

A10: The new food service line finish material is stainless steel for the counter top and structural elements per SOW, section 2.1 and 28.2. The front of the food service line (see Drawing A902, Front Elevation 2), shall be a plastic laminate covered 3/8” thick marine grade plywood. Paint all exposed surface on back side of plywood with epoxy paint. The front surface shall be removable panels (with tools) that secure directly to the stainless steel vertical support legs. The plastic laminate and paint shall be included in the submittal register for submittal and approval by COR. The plastic laminate will be selected to match the rough-hewn reclaimed, stained plank wood surface on the coffee café area. Drawing A902 has been revised.

Q11. Drawings A500 Detail states match new storefront to existing we have the door and sidelite but can't find the glass type, door type, hardware, finish please provide requested information.

A11: The contractor shall provide an Aluminum and Glass Interior Storefront Door and Sidelight with tempered safety glass manufactured by Kawneer or equal to match existing aluminum and glass store front system and in compliance with International Building Code (IBC). Drawing A500 has been revised.

Q12: Note 4 on AD100 makes mention of asbestos abatement. If ACM is present, how much floor area must be abated?

A12: See response A4.

Q13: Note 7 on AD100 states to remove casework and racking system. Since pictures were not allowed to be taken, please provide the linear footage of casework and racking system.

A13: Metal rack system has been deleted from scope. Drawing AD100 has been revised.

Q14: A note on A200 makes mention of a new drywall soffit, between the 2 spaces, at 8’-6”. There isn’t any hatching noting the dimensions of this soffit. Please provide details of the soffit.

A14: See Drawing A501, new Ceiling soffit Detail ‘A’ has been added and soffit dimensions added to RCP Drawing A200.

Q15: What is the distance from the café floor to the underside of the floor above?

A15: Top of concrete slab to underside of concrete deck in cafeteria varies from 13’-10 “ +,- to 16’-4” +,-.

Drawing A200 has been revised.

Q16: Notes on A100 make mention of aluminum corner guards. We could not find any specs on the corner guards.

Please provide specs on the corner guards.

A16: Refer to United Facilities Guide Specifications (UFGS) Section 10 26 00 for Stainless Steel Corner Guards.

Drawing G002 has been revised to include this.

Q17: Pictures were not allowed yesterday at the site visit. Would it be possible for pictures taken by base personnel to be given out to the bidders?

A17: Pictures were allowed at May 9th site visit with specified instruction restricting photos of guards / people, building entrances, signs and areas not directly in scope of work. A camera pass can be issued to contractor selected for award to one individual upon written request. Responses will be provided, to specific questions submitted, in a format the government feels best conveys the answer and reflected in the contract documents.

Q18: Notes 10, 11, and 12 refer to the general contractor or the plumbing subcontractor to determine pipe connection locations. Is there any further information that can be supplied so quantities for saw cutting, excavation, concrete, etc. can be better determined?

A18: Drawing A100 has been revised. Information provided is all that is known and considered sufficient for the purpose of bidding.

Q19: Is the existing HVAC duct flex duct or sheet metal?

A19: Both flexible duct and sheet metal ducts exist. The contractor shall only need to connect the diffusers using existing flexible duct. SOW Section 29 has been revised.

Q20: The electrical trench detail on E001 shows the bottom of conduit 3-3/4” from top of slab, with 2” of concrete cover over the conduit. Note 12B on A100 refers to a 6” thick concrete slab. What is the slab thickness, and how does this affect the detail on E001?

A20: The concrete slab is 4” thick. Drawing A100 has been revised. Drawing E001 Detail 1, specifies requirement from top of slab and is considered sufficient for the purpose of bidding.

Q21: Note 12F on A100 says to match existing 6”x6” quarry tile after trenching, but A900 shows all new tile floor.

Which is correct?

A21: A900 shows limit of new porcelain tile which doesn’t extend behind food service line counter. Likewise, new epoxy flooring is shown at the Coffee Café area and does not extend behind the food service line counter. A quarry tile patch will be needed to match after excavation of an area approximately 24S.F. to repair the drain, located under and behind the food service line counter. Drawing A900 has been revised.

Q22: Please confirm the fire alarm company for Building # 1.

A22: Simplex is the fire alarm company. The contractor shall be responsible for coordination with Simplex, NSSC Fire Inspector and COR, including but not limited to Simplex required for any reprogramming of the panel and testing of any devices, added or changed. SOW Section 28 has been revised.

Q23: On A500, there is reference to different trims abutting the FRP panels (T1, T2, T3). Are these “typical” FRP trim pieces or something different? If different, what are they?

A23: Drawing A500 has been revised.

Q24: The Equipment Schedule on A901 says that there are 2 each “NN”, but only one is depicted on the plans.

Please clarify.

A24: Only one “NN” equipment is required. Drawing A901 Equipment Schedule has been revised.

Q25: The wall depicted on A500-10 & -11 is noted as a Type 1 wall on A100. It looks to be a Type 1A wall, but the rough-hewn lumber is not depicted on the A500 details. This is also the case with the wall adjacent to the Condiment Area. Please clarify.

A25: Drawing A100 is correct as shown. These are full height GWB walls full height to underside of deck.

Drawing A501 has been revised.

Q26: The casework is called out as maple with melamine interiors. Is it the design intent to have a melamine interior with a wood cabinet? Melamine typically comes on a particle board substrate, not a maple plywood. If the melamine is desired, would a white plastic laminate interior suffice? Please clarify.

A26: The contractor shall provide a maple wood cabinet with melamine covered ¾” particle board shelf, all interior surfaces. Drawing G002 Section 06200, note #4 has been revised.

Q27: The cabinets depicted on A500 do not seem to have drawers, as pulls are not shown. Rather, they seem to have a false front. The specs mention the casework having guides for drawers. Please clarify.

A27: The contractor shall provide cabinet doors and provide one shelf at each cabinet. Door pulls and cabinet hardware to include door pulls shall be submitted by contractor for approval. Drawing G002 Section 06200, note #4 has been revised.

Q28: Do the cabinets have a shelf? If so, is it maple, or is it melamine over particleboard, or plam over maple?

A28: Cabinets shall have pre-drilled holes or recessed standards with metal brackets so single shelf per unit can be adjusted. See also response A26. Drawing G002 Section 06200, note #4 has been revised.

Q29: Do the cabinets have locks?

A29: No locks are required for cabinets. The Contractor shall provide concealed self-closing cabinet hinges.

Drawing G002 Section 06200, note #4 has been revised.

Q30: What is the thickness of the quartz countertop and splashes shown on A500, Condiment Station?

A30: All quartz counter tops shall be 1 1/4” thick.

Q31: The thickness for the wall caps throughout and the countertop on A501 Coffee Café are shown to be 2” thick.

Quartz sheets are commonly 2 cm (approx. ¾”) and 3 cm (approx. 1-1/4”). Please confirm if 2” is the desired thicknesses for the quartz in these locations.

A31: All quartz counter tops shall be 1 1/4” thick.

Q32: Is there any further information for the CSCI Food Service Line Counter as shown on A902?

A32: It is assumed that this question refers to “Contractor Furnished, Contractor Installed (CFCI)” Food Service Line Counter. Drawing A902 has been revised.

Q33: As per Section 00 21 13 - Instructions to Bidders Volume II Factor 2 – Past Performance “Offerors shall submit past performance on construction projects completed in the last three (3) years.” Can this requirement be changed to projects completed in the last Ten (10) years?

A33: No, construction projects completed past three (3) years are not considered recent.

Q34: Mark “NN” Eagle Spec Master Marine Prep Table listed in the Equipment Schedule of Drawing Sheet Number A901 specifies to provide a wall mounted faucet. The product comes with a faucet mounted to the backsplash.

Please clarify if mounting it to the backsplash is acceptable.

A34: Unit integrated faucet is acceptable. Provide submittal for COR approval for faucet and NN equipment.

Drawing A901 has been revised.

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 14-Jun-2019 02:00 PM to 28-Jun-2019 02:00 PM.

SECTION 00 72 00 - GENERAL CONDITIONS

The following have been added by full text:

REVISED STATEMENT OF WORK

REVISED STATEMENT OF WORK PER AMENDMENT 0002 (SEE HIGHLIGHTED CHANGES)

1. General:

1.1. All work is to be performed for renovation and expansion of the dining facilities in Bldg. #1, Ground Floor located at the US Army Natick Soldier Systems Center (NSSC), General Greene Avenue (formerly Kansas St.), Natick, MA, 01760.

1.2. The Contractor shall provide clear and pro-active communication and coordination, all labor materials and equipment necessary to perform all work outlined in this Statement of Work (SOW) and accompanying documents.

1.3. The Contractor shall be responsible for performing all work as outlined in this Statement of Work (SOW) and all associated contract documents including Project drawings/specifications, dated April 26, 2019 and accompanying documents, for the bid price submitted. The Contractor is responsible for reading the entire SOW and accompanying documents included in this contract for a thorough understanding and comprehension of all content and requirements. The Contractor shall carefully review the field conditions prior to bidding and performing any work. Drawings include G001, G002, AD100, A100, A200, A500, A501, A800, A900, A901, A902, E001, and E002 (See Attachment #1).

2. Project Description:

2.1 Project consists of all work required for the renovation of the existing cafeteria space. The existing "PX Storage" area will be consolidated to increase cafeteria seating. In addition, the existing open cafeteria space will be reconfigured to improve traffic flow of cafeteria customers. The majority of the work will include reconfiguration of traffic flow, additional seating areas, a new coffee bar, new complete floor to counter stainless steel food service line to replace existing laminate service line counter, new finishes, fixtures, millwork, doors, walls, flooring (to contain minimal asbestos abatement), ceiling, lighting, diffusers/controls and connections to existing HVAC system, aluminum & glass storefront (double doors and sidelight), cafeteria furnishings and kitchen equipment purchases, moving and storing kitchen equipment and furniture on NSSC site. There is not a sprinkler system in the space and existing fire alarm devices shall be reworked to ensure that they are visible and accessible to the occupants. There will be a small change of use from Mercantile to Assembly for about 500 SF of space.

2.2 The work will need to be completed in a strict time frame. The Contractor will be permitted to work up to six days per week (Monday thru Saturday) without restriction to the number of hours per day. The work area impacted to include serving and seating operations within the main cafeteria will be closed during a maximum period of eight weeks for construction. The Kitchen area, separated from the main cafeteria by a wall, will need to remain operational (except as follows). It is anticipated that Contractor will need to close all kitchen and cafeteria operations as needed to shut down power and potential impacts to other utilities, i.e. plumbing, etc. for disconnects and reconnections. The Contractor is expected to outline a schedule consolidating the number of shutdowns to the minimum number of contiguous days and least shut down periods possible. Up to a maximum of two weeks will be permitted for all shutdowns impacting kitchen operations. Adjacent areas to the cafeteria, not in the scope of work of this contract, will be occupied during normal business hours. Area across the corridor from the cafeteria can be occupied up to 24/7 operation. The Contractor shall exercise caution for safety of all building occupants with movement of Contractor personnel and material. All work shall be performed in compliance with FDA and OSHA for preventing contamination to the food preparation area/kitchen. See additional information contained in this SOW for control of noise, dust and odors.

2.3 The Contractor shall conduct a certified lab test for PH content of the concrete slab with sufficient test sites to determine compatibility with installation and adhesion of new flooring materials after demolition of existing flooring materials. Present certified lab results to the COR with acceptable and actual ranges for existing concrete slab compatibility with new flooring materials. If the concrete surface is found to be incompatible, the Contractor shall provide a cost in the bid schedule for an option to the base bid to perform work to prepare concrete slab surface to accept new flooring materials per 2.4 below.

2.4 Option to Base Bid: If this option is selected, the contract modification award will be expedited. Only the working days for Contractor’s hours of operations necessary to award the bid option, will be days added to the Period of Performance (POP). The Contractor shall bead blast surface of entire concrete slab, or other acceptable means to be approved by COR, to properly prepare concrete slab surface for application of a bonding agent/seal coating to the entire surface to provide proper conditions for the adhesion of new flooring materials to the concrete slab.

2.5 The following quantities are approximate and estimated to be as close as possible for the purpose of Contractor bidding: Tile Field T1 - 2,000 SF; Tile Border T2 = 420 SF; Tile Base = 200 LF; Tile Wall = 100 SF;

Epoxy Flooring = 220 SF; Painting = 2,500 SF; Ceiling Tile = 2,750 SF; Asbestos Abatement = 100 SF; FRP Wall Panels = 500 SF; Galvanized Metal Wall Panel (Coffee Bar) = 50 SF; Soffits = 570 SF; Walls-1 sided x 10' high = 80 LF; Walls-2 sided x 10' high = 40 LF; Low Walls-2 sided x 3'-6" high = 40 LF; Furred Walls x 10' high = 50 LF; Framing Soffits = 600 LF.

3. Period of Performance:

3.1. Period of Performance (POP) for all work shall be ninety (90) calendar days from the date the Notice to Proceed (NTP) is issued. No additional time will be added to contract PoP for option if awarded.

3.2. Two weeks allotted for Contractor pre-work submittals to begin work/Government review, preconstruction meeting and Contractor mobilization; a compressed schedule allotting a maximum of 8 weeks for construction/cafeteria closure and up two weeks shall be allotted for as-built drawings and close-out.

3.3. Failure to complete the project by the stated completion date, when delay is not attributable to the Government will lead to a negative performance evaluation.

4. Hours of Operation (for all work performed on the installation):

4.1. The site for all work is on a military installation known as the US Army Soldier Systems Center, in Natick, Massachusetts, hereinafter called Natick SSC (NSSC) or USASSC. All rules and regulations issued by the Commanding Officer covering general safety, security, sanitary requirements, pollution control and traffic regulations shall be observed by the Contractor. Information regarding these requirements may be obtained by contacting the Contracting Officer, who will provide such information or assist in obtaining same from appropriate authorities.

4.2. The Contractor may submit a written request for Government approval to work on Sundays and holidays.

The request shall be submitted a minimum of ten days in advance and if approved, must be authorized in writing.

The Government reserves the right to deny such requests. It is anticipated that work on weekday and weekends during the off hours will be required to complete work within the Period of Performance. The following legal holidays are observed:

January 1st Third Monday in January Third Monday in February Last Monday of May July 4th 1st Monday of September 2nd Monday of October 11th of November Fourth Thursday of November 25th of December

When one of the above designated legal holidays falls on a Sunday, the following Monday will be observed as a legal holiday. When a legal holiday falls on a Saturday, the preceding Friday is observed as a holiday.

4.3. Normal business hours are as follows, Monday through Friday from 7:00 am to 5:00 pm unless otherwise authorized and coordinated in advance by the COR. The Contractor shall confirm Cafeteria business hours and coordinate work accordingly as noted on the drawings and herein.

4.4. Interior Work - After business hours are as follows: 5:00 pm to 7:00 am on week days (Monday –Friday) and 7:00 am to 11:00 pm on weekends (Saturday & Sunday).

4.5. Exterior Work - After business hours are as follows: 5:00 pm to 7:00 pm on week days (Monday–Friday) and 7:00 am to 7:00 pm on weekends (Saturday & Sunday).

4.6. Cafeteria Hours of Operation (before and after on-site active construction/eight week PoP): 6:30 am to 3:30 pm Monday thru Friday, normal business days for NSSC Installation.

5. Antiterrorism/Operations Security Requirements:

5.1. AT Level 1 Training (OPSEC Cover Sheet, Part 1): All Contractor employees, to include Subcontractor employees, requiring access Army installations, facilities and controlled access areas shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. The Contractor shall submit certificates of completion for each affected Contractor employee and Subcontractor employee, to the COR or to the contracting officer, if a COR is not assigned, within 05 calendar days after completion of training by all employees and Subcontractor personnel.

AT level I awareness training is available at the following website: http://jko.jten.mil.

5.2. Access and general protection/security policy and procedure (OPSEC Cover Sheet, Part 2):

Contractor and all associated Sub-contractor employees shall provide all information required for background checks to meet installation access requirement to be accomplished by installation Director of Operations, Protection or Security Manager. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in Contractor security matters or processes.

5.3. For Contractors that do not require CAC, but require access to a DoD facility or installation (OPSEC Cover Sheet, Part 2b): Contractor and all associated Sub‐Contractors 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.

5.4. iWATCH Training (OPSEC Cover Sheet, Part 4): The Contractor and all associated Sub-contractor shall brief all employees on the local iWATCH program, Protection Division, Directorate of Operations reporting requirements). This local developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR. This training shall be completed within 30 calendar days of contract award and within 05 calendar days of new employees commencing performance with the results reported to the COR NLT 30 calendar days after contract award.

6. Protection Division, Directorate of Operations:

6.1. The Contractor shall submit employee’s names and information on NSSC Contractor Access Request Form (See Attachment #2) for background investigation for all employees and Subcontractors that will be entering Army-controlled installations or facilities, a minimum of seven (7) business days prior to arrival via email to COR and Protection Division. The company will ensure that its employees entering Army-controlled installations or facilities have obtained access badges and passes in accordance with facility regulations and that these badges and passes are obtained in advance so as not to delay the accomplishment of contracted services. It is also required that the contracting company owner, project manager, site supervisor and safety officer also acquire a personal badge for installation entry as they are expected to be on site managing the work on a frequent, if not continuous, basis throughout the performance period of the project. All Contractor personnel that have a Permanent Resident Card or Alien Registration Receipt Card (Form I-551) a.k.a. “Green Card”, shall possess them when entering the installation.

Immediately report instances of lost or stolen badges to the Contracting Officer. Badges shall be worn and be visible at all times while on the Installation. The Contractor shall be responsible for returning all Identification Badges to the Contracting Officer after completion of the project. Final payment will not be made until all badges are returned and have been accounted for.

6.2. During Force Protection Conditions (FPCONs) CHARLIE and DELTA, contracted services may be limited or discontinued. Contracted services will resume when the FPCON level is reduced to level BRAVO or lower.

6.3. The Contractor shall be responsible for maintaining a secure construction site and ensure NSSC installation perimeter confined to the area of the scope of this contract is secure at all times during and after work hours. Areas of staging, material storage and equipment shall be reviewed with the KO for approval at pre-construction meeting.

Fencing may be provided or required for these areas and to secure the construction site.

6.4. At the close of each work day, Government facilities, equipment, and materials shall be secured.

6.5. The Contractor shall be responsible for all arrangements for the receipt of materials and supplies at the job site. Government personnel are not permitted to receive or sign for items delivered to the site. All deliveries shall be through the Contractor's gate.

6.6. Contractor and all associated Sub-contractor employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by Government representative). Increased Security upon Entry into NSSC: Since the events of 11 September 2001, security at the U.S. Army Natick Soldier Systems Center has increased making entry into the installation more time consuming at certain times and under certain circumstances. Contractor is responsible for familiarizing himself/herself with the entry procedures at designated Contractor entry gate and expected delays, and for including all costs for same in their base contract bid price. No future request for adjustment in neither price nor time will be allowed due to Contractor entry conditions and circumstances.

7. Contractor Personnel Conduct:

7.1. The Contractor personnel’s conduct shall not reflect discredit upon the Government. Contractor shall ensure that personnel present a professional appearance. Contractor’s employees shall observe and comply with all local policies and procedures concerning fire, safety, environmental protection, sanitation, security, and possession of firearms or other lethal or illegal weapons or substance. Contractor is responsible for ensuring that any Contractor employees providing services under this contract conduct themselves and perform services in a professional, safe, and responsible manner. Contractor shall remove from the job site any employee for reasons of misconduct or security. Contractor shall ensure no Contractor employees conduct political related activities or events on US Army Garrison Natick (USAGN) Facilities.

7.2. Smoking is prohibited within and outside of all buildings on installations under the cognizance of Natick SSC except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

8. Submittals:

8.1. In accordance with the submittal schedule, the Contractor shall submit to the Contracting Officer Representative (COR), a minimum of ten (10) calendar days prior to purchasing and installing submittal items, all material samples/swatches and/or manufacturer specifications/cut sheets to include but not limited to items listed in the submittal schedule provided in the attached. All material finishes / colors for above as applicable shall be submitted.

8.2. All required submittals, cut sheets, construction details, etc. shall be submitted to the COR. Each submittal shall be complete and of sufficient detail to allow ready determination of compliance with contract requirements.

Prior to submittal, all items shall be checked and approved by the Contractor and each item shall be stamped, signed, and dated by the Contractor indicating action taken. Proposed deviations from the contract requirements shall be clearly identified.

8.3. The Contractor shall submit to the COR, a list of all hazardous materials and their associated Safety Data Sheet (SDS) sheets and statement of plans for storage and use. No hazardous materials shall be stored or used at NSSC prior to submission of the material’s SDS and approval by NSSC Environmental office of the Contractor’s plans for storage and use of the hazardous materials. The COR shall submit this information to the Environmental office and notify the Contractor of the resulting approval or rejection within 10 business days.

8.4. Submittals for any required information shall require up to ten (10) business days for review.

8.5. The COR’s approval of submittals shall not be construed as a complete check, but will indicate only that the general method of construction, materials, detailing and other information are satisfactory. Approval will not relieve the Contractor of the responsibility for any error which may exist.

8.6. The Contractor shall make all corrections required by the COR and promptly furnish a corrected submittal.

If the Contractor considers any correction indicated on the submittals to constitute a change to the contract, a notice in accordance with the Contract FAR Clause 52.243-4 “Changes” shall be given promptly to the COR.

8.7. The Government has the right to reject any submittals not meeting the requirements and standards set forth in the SOW and accompanying contract documents. All rejected submittals will require a re-submittal prior to the performance of any associated work commencing, to include but not limited to demolition and construction phases of work.

8.8. Within ten (10) calendar days of the preconstruction meeting, the Contractor shall submit a construction schedule in Gantt-Chart form to the COR, outlining the duration, start and completion dates for all major disciplines of the demolition and construction phases.

8.9. Scheduling of work is of critical importance as it impacts the building occupants due to noise and building access. The schedule shall be updated weekly as required to reflect actual progress. Due to the nature of the work, it is understood that weather can impact progress and schedule updates help plan and modify closure activity and notification to the staff. Schedule updates may be modified by written approval by the Natick Contracting Officer (KO) and COR.

8.10. The Contractor shall keep a daily log of all major on site construction activity and provide to the COR at close of each business day.

8.11. The Contractor shall schedule a meeting and meet with the COR on a weekly basis throughout the performance period to review and report current status and schedule of the job’s progress as well as coordinate between various tasks of the project and the impacts upon NSSC such as physical security, other occupants on post, etc.

9. Inspections and Testing:

9.1. The KO, COR, and NSSC Directorate of Public Works (DPW) designated personnel shall be provided the opportunity to inspect all aspects of the work during the entire course of the performance period. The Contractor shall coordinate Government inspections with the COR five business days in advance. All Government inspections shall occur during normal business hours. Scheduled inspections shall take place at intervals as coordinated, approved and noted in the attached schedule of inspections. Contractor shall remove material as required to complete inspections if notification for scheduled inspection is not given. The COR will determine if the specifications and requirements of the contract documents have been met. Contractor shall perform all necessary work to correct any deficiencies identified by the COR to ensure compliance with all contract documents during the performance period.

9.2. When all work has been completed by the Contractor and checked by the COR, the Contractor shall provide the COR with the opportunity to witness the final, actual operation and testing of systems and equipment.

Before final acceptance, any deficiencies discovered during testing shall be promptly corrected by the Contractor and readjusted until the systems are functioning properly.

10. Health and Safety Plan:

10.1. The Contractor shall submit to the COR, a minimum of fourteen (14) calendar days prior to any on-site work being performed, a health and safety plan for Contractor personnel, including at a minimum, personal protective clothing and equipment such as but not limited to, safety goggles, dust masks, hard hats, protective barriers, signage, caution tapes, dust barriers, etc. The Health and Safety plan submittals must be approved before any affected on site work can be performed.

10.2. The Contractor shall ensure that all activity hazards are identified in the health and safety plan for every applicable and unique demolition and construction activity, including but not limited to the following examples:

connecting/ disconnecting power supply; welding and torch cutting (Hot Work); drilling into concrete, etc.

10.3. The Contractor shall take all necessary precautions in observing safety regulations in accordance with Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS can be found at:

https://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs and EM 385-1-1, and shall assume the responsibility to guard against causing of fires and/or explosions and to protect Government property. The Contractor shall perform the work in a manner consistent with security requirements and fire safety regulations especially with regard to exits and exit way access during construction. Temporary closures shall not compromise life safety, security or fire safety. For a copy of EM 385-1-1 visit the following website:

https://www.usace.army.mil/.

10.4. Workers in elevated work areas in excess of six feet above an adjoining surface require special safety attention. In addition to the provisions of EM 385-1-1, the following safety measures are required to be submitted to the Contracting Officer. Prior to commencement of work in elevated work areas, the Contractor shall submit drawings depicting all provisions of his positive protection system including, but not limited to, all details of guard rails.

10.5. Positive protection for workmen engaged in work that is at a height of six feet or greater shall be provided by safety nets, tie-offs, hydraulic man lifts, scaffolds, or other required means. Decking crews must be tied-off or work over nets or platforms not over six feet below the work area. Walking on beams and/or girders and the climbing of columns is prohibited without positive protection.

10.6. Perimeter guard rails shall be installed at floor, roof, or wall openings more than six feet above an adjoining surface and on roof perimeters. Rails shall be designed to protect all phases of elevated work. Rails shall be designed by a licensed engineer to provide adequate stability under any anticipated impact loading. As a minimum, the rails shall consist of a top rail at a height of 42 inches, a mid rail and a toe board. Use of tie-offs, hydraulic man lifts, scaffolds, or other means of roof edge protection methods may be utilized on small structures such as family housing, prefabricated metal buildings, etc.

10.7. The Contractor shall develop and implement an activity/site-specific Confined Space (CS) Program as necessary when the work to be performed requires compliance with the elements of 29 CFR 1910.146 and/or the recommendations of installation Safety and Health professionals. It is the responsibility of the site supervisor or project manager to ensure all entries into a CS are completed in a safe and protective manner. The procedures shall be documented in a CS program which is part of the Project Safety and Health Plan."

10.8. The Contractor is alerted to the requirements of Contract FAR Clause 52.236-12 "CLEANING UP" and to the requirements of UFC 3-600-01, EM 385-1-1, and NFPA 241 for fire protection during building construction and demolition operations. This item must be covered in the submittal required under Contract FAR Clause 52.236-13 Atl I "ACCIDENT PREVENTION". Provide and maintain extinguishers in construction areas and temporary storage areas in accordance with EM 385-1-1 and NFPA 10. This standard is available from www.NFPA.org.

10.9. Store, dispense and use liquids in accordance with EM 385-1-1.

10.10. Means of egress: Maintain free and unobstructed access to facility emergency services and for fire, police and other emergency response forces to the site and building. Do not block exits for occupied buildings, including paths from exits to roads. Minimize disruptions and coordinate with the Contracting Officer. Inspect access points daily. Report the findings of obstructions and corrective actions, weekly to the Contracting Officer.

10.11. Construction Fire and Safety: The Contractor must follow NFPA 241, Safeguarding Construction, Alteration, and Demolition Operations, during the course of the work. Trash chutes must follow these requirements for proximity to the building as noted. The Contractor must also comply with NFPA 1 (2015), section 19.2.1.4 which states that dumpsters over 1.5 cubic yards shall not be placed within 10 feet of combustible walls, openings, or combustible roof eave lines. Comments provided by the Fire Inspector during laydown submission by the Contractor shall also be followed. Contractor shall leave fire alarm pull stations in place whenever possible to alert the fire and law enforcement personnel to a fire while the building is occupied during construction. Efforts should be made to protect all fire alarm devices from physical damage and accidental activation whenever possible.

Temporary heat detectors may be used to provide detection nights and weekends when the building is unoccupied by Contractors.

10.12. All construction sites are subject to fire and safety inspections without notice. Any violation of fire and safety standards may result in a work stoppage at the expense of the Contractor.

10.13. Throughout the course of this project caution tape and safety warning signs shall clearly mark all construction areas where the potential exists for personnel not involved with the construction to enter or pass. When it is necessary for non-construction personnel to pass through a construction area, flag persons shall be posted at all key points to ensure the safety of the non-construction personnel, particularly during construction operations that pose a potential threat to safety.

10.14. The Contractor must maintain a safe, orderly and reasonably clean work environment throughout the performance period and is subject to unannounced OSHA and NSSC inspections.

10.15. The Contractor shall be responsible for contacting and coordinating with DIGSAFE (call 811 or 888-DIG- SAFE) prior to any excavation work according to regulations: “220 CMR 99.00: Massachusetts Department of Public Works” and “The Dig Safe Law in Massachusetts G.L. C. 82, & 40, 40A through 40E.” Also, the Contractor shall use Ground Penetrating Radar (GPR) to confirm locations of all underground utilities prior any excavation.

The Contractor shall perform hand digging when exact location of underground utilities is not known.

10.16. Use of Trench Boxes and/or sheeting and/or ground sloping in excavation pits shall be in accordance with OSHA. Safety Office to approve prior to excavation.

10.17. Fire protection systems (Sprinklers, Alarms, Controls, etc.)

10.17.1. The Contractor shall notify DO Fire Protection Inspector, John Mauro (508) 233-4325 (office), email – john.d.mauro.civ@mail.mil 48 hours prior to any Fire Protection Systems work. No work shall begin until Fire Protection Inspector’s approval.

10.17.2. All work associated with the Fire Alarms and Fire Protection shall be a part of the work. Work required by Simplex for fire alarm controls shall be engaged and paid for by the Contractor.

10.18. Hot Work:

10.18.1. It is the responsibility of the Contractor, without exception, to obtain a permit for all “Hot Work”, which includes but is not limited to, torch cutting, welding, laser cutting, metal grinding, soldering, etc.

10.18.2. Those performing the hot work must have completed the NFPA, “Hot Works Safety Certificate 1-Day Program” or “Gould Construction Institute Hot Works Training”. Permits shall be obtained prior to any “Hot Work” being performed.

10.18.3 Permits can easily be obtained by contacting the Directorate of Operations Fire Protection Inspector, John Mauro (508) 233-4325, email - john.d.mauro.civ@mail.mil.

11. Environmental Management System (EMS)

11.1. NSSC maintains an Environmental Management System (EMS) that conforms to ISO 14001:2004 standards. EMS applies to all personnel working at NSSC, including Garrison and tenant organizations, vendors, supplies, and contract support personnel.

11.2. The Senior Commander’s environmental policy, NSSC PL 26-2014 (See Attachment #3) commits NSSC to integrate EMS into all missions, activities, functions, contracts, and installation support agreements as a business practice for continual improvement. This includes reduction of natural resource consumption and solid waste generation through recycling and cost effective acquisition of environmentally preferable products and services (i.e., green procurement).

12. Collection and Disposal of Construction and Demolition (C&D) Waste Streams:

12.1. C & D waste consists of all non-hazardous waste streams generated during construction, renovation, maintenance, repairs, and demolition projects. These waste streams include, but are not limited to the following materials: lumber, reinforcing steel and other metals, piping and wiring, concrete, brick, plaster, wall board, roofing material, insulation, plumbing fixtures, doors, windows, and asphalt. Of these materials, asphalt pavement, brick, concrete, wood, metal, glass, and clean gypsum wallboard are subject to the Massachusetts waste ban (310 CMR 19.017) and shall be segregated for recycling, reuse, or disposal in accordance with 310 CMR 19.017, no exceptions.

12.2. Unless otherwise specified herein, the Contractor shall provide a C&D Waste Management Plan when a roll-off or dumpster is brought onto NSSC. The waste management plan shall include a characterization of wastes to be generated (types and quantities), projected disposal costs, and plans for maximizing the diversion of waste through recycling and re-use.

12.3. The Contractor shall achieve a minimum performance requirement of 60 percent diversion for all C&D waste, by weight, from landfill disposal. It is the Contractor’s responsibility to arrange collection and delivery of all C&D waste materials to the appropriate recycling center or transfer station that accepts C&D waste for the purpose of recycling. A LEED Report and weight tickets for all materials salvaged, recycled, or disposed during the performance of the contact shall be provided to the COR and USAG Natick DPW-Environmental Health Office (Richard Valcourt, richard.a.valcourt2.civ@mail.mil, 508-233-5582).

12.4. NSSC security office has ultimate jurisdiction of all dumpsters (to include roll-off containers). The location and removal time-frame of all dumpsters requires approval from the Government and shall be coordinated with the COR at the pre-construction meeting or a minimum of five (5) business days in advance of use of any dumpster. Dumpster locations shall also be coordinated with NSSC Department of Public Works (DPW), Roads and Grounds division, for protection of the landscape and sprinklers and to negate any impact to snow plowing.

Dumpsters must be a minimum of 80’-0” from all occupied buildings. The COR shall be responsible for coordinating dumpster locations with DPW, Command Group and Security Police.

12.5. The Government reserves the right to retain possession of any items designated to be removed and disposed of by the Contractor.

12.6. All waste streams generated from any work related to this project shall be the responsibility of the Contractor to separate on site and properly dispose in accordance with the NSSC “Integrated Solid Waste Management Plan”. See Attachment #4.

12.7. The Contractor dumpster shall be emptied the same day it is filled to the top.

12.8. The Contractor dumpster shall not have any loose debris that can be blown out by windy conditions or being moved.

12.9. Dumpsters shall be clearly marked with a sign showing the name of Contractor, project building and room number(s) and state "FOR CONTRACTOR USE ONLY".

12.10. Under no circumstances shall Government dumpsters be used for disposal of any solid waste or construction and demolition waste during the contract performance period.

12.11. The Contractor must actively control use of their…