N40080-19-Q-3018_AMENDMENT_0001.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

SUBJ: B2185 PROVIDE 400HZ POWER TO ROOMS 2A25 TO 2A50

The Proposal Due Date has been extended from 08 May 2019 at 2:00 PM to 14 May 2019 at 2:00 PM.

Provide Revised SOW, RFI responses, update clauses and incorporate Site Visit Attendance Roster into the solicitation as an attachment.

***Offerors must include w ritten acknow ledgement of all amendments. Failure to do so w ill render your quote non-responsive.***

1. CONTRACT ID CODE PAGE OF PAGES

1 15

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

16C. DATE SIGNED

BY 02-May-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 N4008019Q3018

X 9B. DATED (SEE ITEM 11)

12-Apr-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

02-May-2019

CODE

PUBLIC WORKS DEPARTMENT

NAS, PATUXENT RIVER

22445 PEARY ROAD, BLDG 504

PATUXENT RIVER MD 20670-5504

N40080 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

jennifer.m.thompson2@navy.milEMAIL:301-757-4486TEL:

JENNIFER M. THOMPSON / CONTRACTING OFFICER

N4008019Q3018

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

SECTION SF30 - BLOCK 14 CONTINUATION PAGE

REVISED SUMMARY OF CHANGES

The following have been added by full text:

BONDING REQUIREMENTS

28.102 -- Performance and Payment Bonds and Alternative Payment Protections for Construction Contracts.

28.102-1 -- General.

(a) 40 U.S.C. chapter 31, subchapter III, Bonds (formerly known as the Miller Act), requires performance and payment bonds for any construction contract exceeding $150,000, except that this requirement may be waived--

(1) By the contracting officer for as much of the work as is to be performed in a foreign country upon finding that it is impracticable for the contractor to furnish such bond; or

(2) As otherwise authorized by the Bonds statute or other law.

(b)

(1) Pursuant to 40 U.S.C. 3132, for construction contracts greater than $35,000, but not greater than $150,000, the contracting officer shall select two or more of the following payment protections, giving particular consideration to inclusion of an irrevocable letter of credit as one of the selected alternatives:

(i) A payment bond.

(ii) An irrevocable letter of credit (ILC).

(iii) A tripartite escrow agreement. The prime contractor establishes an escrow account in a federally insured financial institution and enters into a tripartite escrow agreement with the financial institution, as escrow agent, and all of the suppliers of labor and material. The escrow agreement shall establish the terms of payment under the contract and of resolution of disputes among the parties. The Government makes payments to the contractor’s escrow account, and the escrow agent distributes the payments in accordance with the agreement, or triggers the disputes resolution procedures if required.

(iv) Certificates of deposit. The contractor deposits certificates of deposit from a federally insured financial institution with the contracting officer, in an acceptable form, executable by the contracting officer.

(v) A deposit of the types of security listed in 28.204-1 and 28.204-2.

(2) The contractor shall submit to the Government one of the payment protections selected by the contracting officer.

(c) The contractor shall furnish all bonds or alternative payment protection, including any necessary reinsurance agreements, before receiving a notice to proceed with the work or being allowed to start work.

28.102-2 -- Amount Required.

(a) Definition. As used in this subpart--

“Original contract price” means the award price of the contract; or, for requirements, contracts, the price payable for the estimated total 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) Contracts exceeding the $150,000--.

(1) Performance bonds. Unless the contracting officer determines that a lesser amount is adequate for the protection of the Government, the penal amount of performance bonds must equal--

(i) 100 percent of the original contract price; and

(ii) If the contract price increases, an additional amount equal to 100 percent of the increase.

(2) Payment Bonds.

(i) Unless the contracting officer makes a written determination supported by specific findings that a payment bond in this amount is impractical, the amount of the payment bond must equal—

(A) 100 percent of the original contract price; and

(B) If the contract price increases, and additional amount equal to 100 percent of the increase.

(ii) The amount of the payment bond must be no less than the amount of the performance bond.

(c) Contracts exceeding $35,000 but not exceeding $150,000. Unless the contracting officer determines that a lesser amount is adequate for the protection of the Government, the penal amount of the payment bond or the amount of alternative payment protection must equal--

(1) 100 percent of the original contract price; and

(2) If the contract price increases, an additional amount equal to 100 percent of the increase.

(d) Securing additional payment protection. If the contract price increases, the Government must secure any needed additional protection by directing the contractor to—

(1) Increase the penal sum of the existing bond;

(2) Obtain an additional bond; or

(3) Furnish additional alternative payment protection.

(e) Reducing amounts. The contracting officer may reduce the amount of security to support a bond, subject to the conditions of 28.203-5(c) or 28.204(b).

52.228-13 ALTERNATIVE PAYMENT PROTECTIONS (JULY 2000)

(a) The Contractor shall submit one of the following payment protections:

Payment Bond Irrevocable Letter of Credit

(b) The amount of the payment protection shall be 100 percent of the contract price.

(c) The submission of the payment protection is required within 15 days of contract award.

(d) The payment protection shall provide protection for the full contract performance period plus a one-year period.

(e) Except for escrow agreements and payment bonds, which provide their own protection procedures, the Contracting Officer is authorized to access funds under the payment protection when it has been alleged in writing by a supplier of labor or material that a nonpayment has occurred, and to withhold such funds pending resolution by administrative or judicial proceedings or mutual agreement of the parties.

(f) When a tripartite escrow agreement is used, the Contractor shall utilize only suppliers of labor and material that signed the escrow agreement.

(End of clause)

The following have been modified:

RFI RESPONSES

B2185 Provide 400HZ Power to Rooms 2A25 and 2A50 – RFI’s

1.) RFP Page 9, Paragraph titled TIMEFRAME, states 120 days from time of award. The equipment lead time is 15 to 16 weeks after submittal approval. Adding 60 days would be beneficial to the government by not requiring expediting cost to be applied to the equipment and allow the contractor more time to install the equipment without adding overtime/after hours cost to complete the project. Can 60 days be added?

Government Response: The revised scope indicates 180 days.

2.) RFP Page 8, Paragraph titled DOMOLITION note 5., states place 4x8 sheets of ¾” plywood over computer room raised floor across desired path for removal of KATO unit. Will the raised floor with ¾” plywood support the six thousand pound KATO unit or will the unit need to be disassembled in place to decrease the load on the raised floor?

Government Response: The revised scope indicates disassemble and remove.

3.) RFP Page 8, Paragraph titled Lab 2A50: INSTALL note 3., states install 3” aluminum conduit. Is the Rigid Aluminum conduit and will dielectric/PVC conduit and fittings be required through all SCIF walls?

Government Response: The revised scope indicates PVC conduit.

4.) RFP Pages 8 and 9 titled FINISH and SPECIFICATIONS, this section does not call for factory startup. I believe factory startup should be required to protect the government and the contractor. It would also allow for any adjustments to the output of the unit after shipping.

Should we include factory startup cost?

Government Response: The revised scope indicates factory startup.

5.) RFP page 8 and 9 titled FINISH and SPECIFICATIONS, this does not request on site load testing. Will factory test / reports be the only unit testing required or will load testing on site be required? Please be aware that if onsite load testing is required there will be a large amount of heat from the load bank generated in the lab space and the AC may not be able to keep the room cool enough for existing equipment.

Government Response: No onsite load testing required.

6.) Pages 8 and 9 Titled SPECIFICATIONS: Noise Level <65 dB (A) @1m, I’m told that no manufacturer can meet this requirement and that UFGS 26 35 43 paragraph 2.1.12 chart allows up to 72 dba. Will up to 72 dba be allowed?

I also want to make you aware that a solid state 400HZ unit will always have a high pitch hum/whine. Just letting you know now so at the completion of the job the customer doesn’t complain, the hum/whine will be below the 65dba shown in the specification. The cooling fans for the unit is what will be higher than 65 dba.

Government Response: 72 dba will be allowed in compliance with the UFGS 26 35 43

7.) RFP Page 10 of 39, Paragraph 2.16 WARRANTY. Is it the intention of this warranty description that the frequency converter warranty will cover a two years period with the first year including full service parts and labor and the second year only including parts?

Government Response: Correct.

8.) RFP Page 9 of 39, Paragraph titled TIMEFRAME, states “120 days from time of award”. Request an additional 30 days to this timeframe. Manufacturers of solid state frequency converters have been affected by the

Presidential Embargo which included raw materials used in these devices, such as high grade steel and high grade copper. This has resulted in not only increased prices but extended deliveries as well. Raw materials buyers are not buying large quantities in hopes of a change to the embargo, rather are buying on short term basis that has resulted in the extended deliveries. Adding 30 days would be beneficial to the manufacturer’s delivery schedule and beneficial to the government by not requiring expediting costs to be applied.

Government Response: The revised scope indicates 180 days.

9.) RFP Pages 8 & 9 of 39 Pages, Paragraph titled SPECIFICATIONS, lists the performance characteristics of the frequency converter. The listed overload ratings include 300% for 10 seconds and 400% for 1 second. We request those parameters be changed to comply with UFGS 26 35 43 Guide Specification Paragraph 2.1.1.11 which requires the parameters shown below. These parameters were agreed to in industry conversations with NAVFAC Criteria Norfolk VA citing safety to personnel and equipment.

Government Response: Parameters should meet UFGS 26 35 43.

10.) Please confirm that this is NOT a design build project and that all/any engineering/calculations required to confirm code compliant constructability as described in the SOW has been previously completed. If not please provide any design/shop drawing submittals required for this project.

Government Response: This is not a Design Build.

11.) Please confirm that 3rd party commissioning will not be required for this project. If this is incorrect please specify features of work to be commissioned.

Government Response: No 3rd part commissioning required.

12.) Please confirm that no hazardous materials, have been identified nor should be accounted for as part of this proposal.

Government Response: No hazardous materials discussed or identified at any site visits to the facility.

13.) May the QC manager/SSHO also act as site Superintendent (aka Triple Hat)? Please provide/confirm the administrative staffing requirements and minimum supervision personnel qualifications for this project.

Government Response: No triple hat. Superintendent and QC can combine. Safety must be a separate individual.

14.) Please confirm that all new conduit for this project shall be ridged aluminum. If this is incorrect, please provide all other acceptable conduit options.

Government Response: The revised scope indicates PVC conduit.

15.) Will dielectric unions be required at all wall penetrations? If not all locations, please provide locations where metallic conduit can be continuous without breaks.

Government Response: The revised scope indicates PVC conduit.

16.) Please confirm that, per discussions during the site walk, the existing 400HZ converter can be shut down and removed during normal working hours and that there will not be a limited allotment of time to get the new converter operational for customer use. If this is incorrect, please provide the max amount of time for replacement and/or specify the tasks that must be completed after-hours.

Government Response: All work to be completed during normal working hours with exception to any electrical shutdowns deemed necessary.

17.) Will the final testing of the operation of the EPO button, which may shut down other equipment, have to be completed afterhours?

Government Response: The final EPO button testing shall be completed afterhours.

18.) Due to the long lead time of the new converter, 120 day duration listed in the RFQ may not allow enough time to guarantee on time completion of this project. Can the project duration be extended to at least 210 days?

Government Response: The revised scope indicates 180 days.

19.) Please confirm that the existing raised floor, with ¾” plywood cover as described in the SOW, should be assumed to be capable of handling the weight of the old converter being rolled out of the space without any additional measures necessary to distribute the weight

Government Response: The revised scope indicates disassembly of the unit.

20.) If the footprint for the new converter is smaller than that of the existing there might be a permanent line on the raised floor tiles where they have faded. Please confirm that these marks, if present, are acceptable and that the floor tile do not need to be replaced. If they are to be replaced, are there enough available spares available at the building?

Government Response: Marks from the previous unit are acceptable and no new floor tiles will be required.

STATEMENT OF WORK

PROJECT TITLE: B-2185 LABS 2A25/2A250 400 HZ

REFERENCE NUMBER: BBNXC3

EP # 1605008

SPECIFICATIONS AND CONDITIONS

SECTION 1: GENERAL

1.1 GENERAL DESCRIPTION:

Project Title: B-2185 LABS 2A25/2A250 400HZ

PW PIMARY POC: Robert Spence

PW PRIMARY PHONE: 301-757-4773

TEAM: CAT III & IV

LOCATION: PAX

FACILITY: B2185 Patuxent River MD REVISED DATE: 01 May 2019 CUSTOMER POC: Doug Aud

CUSTOMER POC PHONE: 301-342-2012

PW REQUIREMENTS POC: Antoine Briggs

PW REQUIREMENTS PHONE: 301-757-4713

SPECIAL REQUIREMENTS:

1) Safety EM-385-1-1, Current Edition.

2.) Escort is required. Work schedule must be submitted to PW POC.

PROJECT DESCRIPTION: The two labs will be utilizing new 400HZ equipment to perform tests on mission-critical equipment within their programs. Both groups need to power benches that contain aircraft hardware that require 400HZ power to test the hardware. Both groups are looking to cut costs by sharing a 400HZ generator between the two of them.

1.2 LOCATION: N AS P a tu x en t R i v e r MD , B2 18 5 .

1.3 TIME OF COMPLETION: Work shall be prosecuted diligently and shall be completed for use within the time indicated in the award document. (Negotiated duration time/calendar days not work days)

1.4 Contractor is required to furnish proof of any cause for delay and must request an extension of the completion date in writing through the Contracting Officer.

1.5 SITE VISIT: Contact the Government Representative to arrange a site visit if one has not already been scheduled. Contractor shall verify all conditions, dimensions and methods at time of si te visit .

1.6 PAYMENT: Payment will be made in one lump sum after completion and acceptance of the work by the Government Representative. Progress payment decisions will be on a case-by-case basis. All invoices shall be submitted through WAWF.

1.7 CONTRACTOR FURNISHED M A T ER I A LS /U TILITIES: All material, equipment, labor, and supervision will be supplied by the contractor. The Contractor shall provide and maintain, at his/her expense, the necessary service lines from existing Government outlets to the site of the work.

1.8 GOVERNMENT FURNISHED M A T E R I A L S /U TILITIES: Utilities specified above will be furnished at no cost to the Contractor. In the event that the Government is unable to provide the required types of utilities, the Contractor shall, at his/her expense arrange for the required utilities.

1.9 PROSECUTION OF WORK: Work shall be performed during normal duty hours 0700-1600, Monday through Friday. No work shall be performed on Government holidays or weekends unless expressly allowed by the Officer in Charge, NAVFAC Contracts.

1.10 CONTRACTOR'S PRODUCTION REPORT: The Contractor is required to submit a "Contractor Production Report" on the form furnished by the Government Quality Assurance Representative/Engineering Tech (ET) for this purpose. The form shall be completed daily and be provided electronically to the Government Quality Assurance Representative/ET, by 10:00 AM the following day.

1.11 SUBMITTALS:

The Contractor shall submit the following within Cut sheets with the cost proposal:

1.11.1 Activity Hazard Analysis in accordance with EM 385-1-1. See Attachment I for blank form and sample.

See paragraph 3.6.2 for additional information.

1.11.2 Manufacturer’s Data / Catalog Cut sheets for equipment/materials.

1.11.3 Work Schedule

Submittals shall be approved by the Government Representative prior to the start of work.

1.12 CLEAN-UP OF SITE: Shall be performed on a daily basis. Contractors are not permitted to use Government dumpsters or other Contractor dumpsters for disposal of debris.

1.13 DUST CONTROL: The amount of dust resulting from demolition shall be controlled to prevent the spread of dust to occupied portions of the construction site and to avoid creation of a nuisance in the surrounding area. Use of water will not be permitted when it will result in, or create, hazardous or objectionable conditions such as ice, flooding and pollution.

1.15 LIST OF ATTACHMENTS:

1.15.1 N/A

1.16 INSPECTION OF WORK: Contractor shall inspect all work in accordance with FAR 52.246-12 "Inspection of Construction."

SECTION 2: DETAI LE D DESCRIPTION:

The two labs will be utilizing new 400HZ equipment to perform tests on mission-critical equipment within their programs. Both groups need to power benches that contain aircraft hardware that require 400HZ power to test the hardware. Both groups are looking to cut costs by sharing a 400HZ generator between the two of them.

Lab 2A25:

DEMOLITION

1. Lockout/tag out required.

2. Secure 300amp breaker in Panel BO22D to existing 125 KVA KATO 400HZ converter (Model# K257530001).

3. Disconnect input conductors and flexible metal conduit (1- 3” conduit) from existing unit and secure in place.

4. Disconnect output conductors and flexible metal conduit (4- 2 ½” conduits and 1- 2/0 bare ground wire) from existing unit and secure in place.

5. Disassemble and remove the 125 KVA KATO 400HZ converter (Model# K257530001) from lab and haul to recycling.

This unit weighs approximately 6000 lbs.

6. Remove raised floor tiles (approximately 100 square feet) to access the underfloor raceway from Panel B052D and

Panel B082D to the customer exact location of the new receptacle. The tiles will be reinstalled.

7. Remove the underfloor raceway cover (approximately 50 linear feet) from Panel B052D and Panel B082D to the customer exact location of the new receptacle. The raceway cover will be reinstalled.

8. Remove ceiling tiles for conduit run (approximately 240 square feet).

INSTALL

1. Install new 180 KVA 400HZ converter (see specifications below) in the lab where the old KATO converter was removed. The new unit will weigh approximately 1400 lbs.

2. Install existing input conduit and conductors into new converter and terminate at connection points.

3. Install existing output conduits and conductors into a new 24”X24” junction box on wall adjacent to the new converter.

Install (1) set of output conduit and conductors from new unit to new junction box.

4. Install new enclosed 300amp 3 phase shunt trip breaker on wall beside new junction box. Install conduit and conductors from new junction box to line side of new breaker and terminate.

5. Terminate conductors in junction box.

6. Install 80 amp 3 phase breaker in Panel B052D. Install approximately 50’ of 2/4 Type SOOW P-123-70 MHSA wire

(customer provided) into the existing underfloor raceway. At the customer identified location, install customer provided receptacle onto raceway. The receptacle is a #HBL4100R9W. (The receptacle will mount on the cover of a 6X6 junction box and the junction box mounts to the raceway) Terminate conductors at receptacle and breaker.

7. Install 80 amp 3 phase breaker in Panel B082D. Install approximately 20’ of 2/4 Type SOOW P-123-70 MHSA wire into the existing underfloor raceway. At the customer identified location, install new purchased receptacle onto raceway. The receptacle is a #HBL4100R9W. (The receptacle will mount on the cover of a 6X6 junction box and the junction box mounts to the raceway) Terminate conductors at receptacle and breaker

Lab 2A50:

INSTALL

1. Install new 400amp 3 phase 400HZ main lug breaker panel on south east wall of Lab 2A50. (The hallway wall inside the lab is currently filled with panels and the new panel will have to sit on the east wall for clearance purposes).

2. Install (2) 150amp 3 phase breakers in panel (one breaker will be for future use).

3. Install PVC conduit from the new 300amp breaker in Lab2A25 adjacent to new converter, through the drop ceiling of

Lab 2A25, through wall on south side of lab into hallway, through hallway (supported under existing cable tray hangers as other conduits are present), through wall in Lab 2A50, and into new panel.

4. Install 6/1 (6 over 1) conductor cabling in PVC conduit.

5. Install 2” plastic sealtite conduit from bottom of new panel and 10’ from wall with 6/1 conductor cabling under raised floor.

6. Install terminal box under raised floor for new conduit.

7. Terminate wiring at 150amp breaker and terminal box.

8. Install wiring from the 300amp shunt trip breaker to the existing #2 EPO controller (emergency power off).

9. All wiring and conduits shall be sized accordingly for amperages.

FINISH

1. Remove lockout/tag out.

2. Restore power to new 400HZ converter.

3. Provide factory startup.

4. Check for proper operation.

5. Test EPO button to ensure shunt trip works on new 300-amp breaker.

6. Install removed covers on underfloor raceways.

7. Install removed flooring tiles and ceiling tiles.

8. Seal any penetrations.

9. Label all new electrical components with engraved labels.

SPECIFICATIONS

Line current distortion:180 kVA: 5% Power factor: 180 kVA: 1 @ nominal load Inrush current: None Output Ratings Rated Power:180 kVA, PF 0.8-1

• Voltage: 3 x 115/200 V

• Frequency: 400 Hz 0.001 %

• Power factor:0.7 lagging to 0.95 leading

• Voltage regulation:<0.5% for balanced load and up to 30% unbalanced load

• Voltage recovery: ΔU <8% and rec. time <10 ms at 100% load change

• Total harm. content:<2% at linear load (typ. 1.5%)<2% at nonlinear load according to ISO 1540

• Crest factor: 1.414 3%

• Voltage modulation: <1.0%

• Phase angle symmetry:120° 1° for balanced load, 120° 2° for 30% unbalance. Load Overload Ratings

• 125% for 600 seconds

• 150% for 60 seconds

• 200% for 30 seconds

• 300% for 10 seconds

• 400% for 1 second Protection Protection class: IP55 input & output zones

• No break power transfer

• Over/under voltage at output

• Overload

• Internal high temperature

• Control voltage error

• Short circuit at output

• GPU enable

• 90% switch interlock

• Neutral voltage supervision

• Leakage current supervision Environmental Operating Temperature at: -40°C to +56°C (-40°F to +132°F)(+60°C at aircraft load)

• Relative humidity 10-100%

• Noise level < 65 dB(A) @1m No remote control capability Meet MIL 704 for Aircraft Power Input 480 volt 3 phase

TIMEFRAME

180 days from time of award.

GENERAL CONDITIONS

All work to be performed on pier of Building 2185 at NAS at Patuxent River.

Work to be performed in Accordance with scope of work.

Daily and final clean up required.

Customer to provide staging area for materials and equipment near work area.

Work to be completed during normal working hours.

Customer to provide access to area for workers, material deliveries, and equipment.

All Work to be in accordance with OSHA and Army Corp of Engineers Safety Manual, EM-385-1-1 Safety requirements.

Request Anne Bailey for Safety Planner. (301-342-2246) Safety and Health Standards for Construction Industry (29 CFR PART 1929 2007) o OPNAVINST 5090.1D o COMAR, Title 26.13 o NASPAXRIVINST 5090.5A

NOTE: Any changes must be submitted back to a contracting official for approval prior to execution of any changes.

Refer any questions to PW POC.

2.2 LOCKOUT/TAGOUT: The Contractor shall apply, monitor and remove (upon completion of work) proper lockout and tag out devices on all equipment undergoing repairs in accordance with the latest version of the U.S.

Army Corps of Engineers Safety and Health Requirements Manual, EM-385-1-1.

2.15 WARRANTY: The Contractor shall ensure that all trash and debris created by this project is cleaned up and removed off site.

2.16 All equipment and parts furnished and installed by the Contractor shall be warranted against defects and workmanship for a period of not less than one year from the date of acceptance at no additional cost to the Government during regular working hours. Manufacturer's warranty for all parts will take effect upon the expiration date of the Contractor's one-year warranty.

SECTION 3: ADMINISTRATIVE AN D SAFETY REQUIREMENTS

3.1 Directives: The Contractor and his employees shall comply with all referenced regulations, directives, and Instructions. Applicable Department of Defense (DOD), Secretary of the Navy (SECNAV), Chief of Naval Operations (OPNAV), and other directives, instructions, and regulations are available from the Contracting Officer.

3.2 Station Regulations:

3.2. l The Contractor and his employees shall become acquainted with and obey all Government regulations as Posted or as requested by the Contracting Officer.

3.2.2 The Contractor shall participate actively in the activity energy conservation program. The Contractor shall comply with the base energy conservation program and shall become familiar with its requirements. Use of high-energy consuming tools or equipment must be approved by the Contracting Officer prior to use.

3.3 Fire Protection: The Contractor and his employees shall know where fire alarms are located and how to turn them on. The Contractor shall handle and store all combustible supplies, materials, waste and trash in a manner that prevents fire or hazards to persons, facilities, and materials. Contractor employees operating critical equipment shall be trained to properly respond during a fire alarm or fire in accordance with activity instructions.

3.4 Environmental Protection: The Contractor shall comply with all federal, state and local environmental Protection laws and the regulations and standards. The Contractor shall coordinate all environmental protection matters with the Contracting Officer. If a regulatory agency assesses a monetary fine against the Government for violations resulting from Contractor actions, the Contractor shall reimburse the Government for the amount of the fine and related costs. The Contractor shall clean up any oil or chemical spills resulting from his operations at his own expense. The Contractor shall not create a nuisance or hazard to the health of military or civilian personnel.

3.5 Disposal: Debris, rubbish, non-hazardous waste and non-u sable material resulting from the work under this s contract shall be disposed of by the Contractor at his expense off Government property, unless otherwise directed. In either case, the Contractor must dispose of all hazardous waste in accordance with all applicable environmental law, including but not limited to, the Resource Conservation and Recovery Act and its associated state and local regulations. Prior to disposal of any hazardous w a s t e , the Contractor s h a l l obtain approval from the Contracting Officer.

3.5.1 Segregate and recycle all debris generated by the work and remove off station to a licensed facility. Debris shall be removed and transported in such a manner that prevents spillage on streets or adjacent areas. Local regulations regarding hauling and disposal shall apply.

3.5.2 Submit a report with invoice that includes the following:

a. Amount (by weight) and type of waste material s disposed of in a landfill or incinerator. Provide destination and the tip fee per ton.

b. Amount (by weight) and type of materials salvaged for sale, salvaged for reuse, and recycled. Provide destination and revenue generated for each material.

3.6 Safety Requirements and Reports:

3.6.1 All work shall be conducted in a safe manner and shall comply with all requirements of the latest version of the U. S. Army Corps of Engineers Safety and Health Requirements Manual, EM-385-1-1. The Contractor shall be responsible for instructing his employees in appropriate safety measures and shall not permit them to place machines and other equipment in traffic lanes or other locations in such a manner as to create safety hazards. The Contractor shall employ a competent person as defined in EM-385-1-1 to function as the Site Safety and Health Officer (SSHO). The following paragraphs denote minimum safety requirements. Contractor shall consult EM-385-1-1 for additional information or any safety issues not discussed in this specification.

3.6.1.1 Personal Protective Equipment Minimum Requirements:

a. Head Protection: All persons working in or visiting hard-hat areas shall be provided with and required to wear Type I or Type II, Cl ass G meeting the requirements of ANSI Z89. l. Hardhat areas are those areas with potential hazard of head injury.

b. Clothing: Employees shall wear clothing suitable for the weather and work conditions: the minimum for construction sites shall be short sleeve shirt, long pants (excessively long or baggy pants are prohibited).

c. Protective Footwear: Employees shall wear safety-toed boots meeting ANSI Z4 1 while working on Construction sites.

d. Eye and Face Protection: All eye and face protection shall meet the requirements of ANS I/ASSE Z87 .1, employees shall also use eye side protection.

e. High visibility vests will be worn when working around construction equipment or when working on highways.

3.6.1.2. Display of Safety Information: Within one calendar day after commencement of work, erect a safety bulletin board at the job site. The following information shall be displayed on the safety bulletin board in clear view of the on-site construct ion personnel, maintained current, and protected against the elements and unauthorized removal.

a. Map denoting the route to the nearest emergency care facility.

b. Emergency phone numbers.

c. Copy of AHA’s.

d. OSHA 300A form.

3.6.1.3 Emergency Medical Treatment: Contractor shall arrange for their own emergency medical treatment. The Government has no responsibility to provide emergency medical treatment.

3.6.1.4 Use of Hand and Power Tools: Hand and power tools shall be of a manufacturer listed by a nationally recognized testing laboratory for the specific application for which they are to be u sed.

Use, inspection and maintenance:

a. Hand and power tools shall be used, inspected, and maintained in accordance with the manufacturer’s instruct ions and recommendations and shall be used only for the purpose for which designed.

b. Hand and power tools shall be inspected, tested, and determined to be in safe operating condition before u

se. Continued periodic inspections shall be made to assure safe operating condition and proper maintenance.

c. Hand and power tools shall be in good repair and with all required safety devices installed and properly adjusted. Tools having defects that will impair their strength or render them unsafe shall be removed from service.

d. Loose and frayed clothing, loose long hair and dangling jewelry (including dangling earrings, chains and wristwatches) shall not be worn while working with any power tools.

e. Guarding - Power tools designed to accommodate guards shall be equipped with such guard s:

f. All guards must be functional.

g. Reciprocating, rotating, and moving part s of equipment shall be guarded if exposed to contact by

h. Employees or otherwise create a hazard.

3.6.1.5 Portable Extension Cords: Portable extension cords shall be sized in accordance with manufacturer ratings for the tool to be used and shall be protected from damage. All damaged extension cords shall be immediately Removed from service. Portable extension cord s shall meet the requirements of NFPA 70.

3.6.1.6 Ladders: All portable ladders shall be of sufficient length and shall be placed so that workers will not stretch or assume a hazardous posit ion. The top or top step of a stepladder shall not be used as a step unless it has been designed to be so used by the manufacturer. Ladders may be used as work platforms only when u se of small hand tools or hand ling of light material is involved.

3.6.1.7 Lockout/Tag Out: Coordinate all control activities with the Designated Government Representative.

Apply ,monitor and remove proper lockout and tag out devices.

3.6.1.8 Sanitation Requirements: Provide drinking water and toilets as needed for construction personnel.

3.6.1.9 Fire Protection: Provide two ABC fire extinguishers at the work site to guard against potential fires.

3.6. 1 .10 Fuel-Powered Tools: When fuel-powered tool s is used, they will not be fueled while running, while hot, or near an open flame.

3.6.1.11 Machinery and Mobile Equipment: The Contractor shall complete an equipment checklist for any construction equipment (backhoes, lift trucks, bobcats) that will be used on site.

3.6.1.12 Excavation: All d igging requires the Contractor to contact the Construction Manager or Engineering Tech.

3.6.1.13 Confined Space: For Confined Space areas follow procedures outlined in Section 34 of EM-385-1- 1 .

3.6.1.14 Activity Hazard Analysis:

The principle purpose of an Activity Hazard Analysis (AHA) is to reduce the overall risk of the hazards associated with construct ion work. An AHA will be developed by the Contractor for every operation involving a type of work presenting hazards not experienced in previous project operations or where a new work crew or subcontractor is to perform work.

The analysis must identify and evaluate hazards and out line the proposed methods and techniques for the safe completion of each phase of work. At a minimum, define act ivity being performed (can u se the Definable Features of Work). A Definable Feature of Work (DFOW) is a task, which is separate and distinct from other tasks, has the same cont rol requirements and work crews, sequence of work , specific safety and health hazards anticipated (sl ip or t rips, cuts, dust or chips in eyes), control measures (to include personal protective equipment) to eliminate or reduce each hazard to acceptable levels, equipment to be used (hand tools, backhoe), inspection requirements (list the inspect ion requirements for the activity to ensure the controls are working, an d equipment is inspected to ensure proper operation), t raining requirements for all involved (any unique training required to make the established controls work) and the competent person in charge of that phase of work.

The AHA shall be continuously reviewed and, when appropriate, modified to address changing site conditions or operations. The analysis should be used during daily inspections to ensure the implementation and effectiveness of the activity's safety and health controls. Activity Hazard Analysis shall be updated as necessary to provide an effective response to changing work conditions and activities.

3.6.2 Accident Reports and Notifications:

3.6.2.1 Accident Reports: For recordable injuries and illnesses, and property dam age accidents resulting in a least $2,000 in damages, the prime Contractor shall conduct an accident investigation to establish the root cause of the accident, complete the Navy Contractor Significant Incident Report (CSIR) and provide the report to the Contracting Officer within five calendar days of the accident. The Contracting Officer will provide copies of any Required or special forms.

3.6.2.2 Accident Notification: Notify the Contracting Officer as soon as practical, but not later than four hours after any accident meeting the definition of recordable injuries or illnesses or high visibility accidents, property damage equal to or greater than $2,000. Information shall include Contractor name, contract title, type of contract, name of activity, installation or locat ion where accident occurred, date and time of accident, names of personnel injured, extent of property damage (if any), extent of injury (if known) and brief description of accident (to include Type of construction equipment used, PPE used, etc.). Preserve the conditions and evidence on the accident site until the Government investigation team arrives on site and Government investigation is conducted.

3.6.2.3 Definition of a Recordable Injury or Illness: Any work related injury or ill ness that results in:

a. Death, regardless of the time between the injury and death, or the length of the ill ness;

b. Days away from work ;

c. Restricted work;

d. Transfer to another job;

e. Medical t reatment beyond first aid;

f. Loss of consciousness;

g. A significant injury or illness diagnosed by a physician or other licensed health care professional, even if it did not result in a. through f. listed above.

3.6.3 Monthly Exposure Report: This report is a compilation of employee-hours worked each month for all site workers, bot h prime and subcontractors, and shall be recorded daily on the Cont ractor Production Report.

3.6.4 The Contractor's workspace may be inspected periodically for OSHA and Navy violations. Abatement of violation s will be the responsibility of the Contractor and/or the Government as determined by the Contracting Officer. The Contractor shall provide assistance to the Safety Office escort and the federal or state OSHA inspector if a complaint is filed. Any fines levied on the Contractor by federal or state OSHA offices due to safety/health violations shall be paid promptly.

3.6.5 If the Contractor fails or refuses to promptly c o m p l y with safety requirements, the Contracting Office may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to any such stop order shall be made the subject of claim for extension of time or for excess costs or damages to the Contractor.

3.6.6 The Safety Office will i nves t iga te all complaint s of u n safe or unhealthful working conditions received from Contractor’s employees, federal civil ian employees, or military personnel. The Safety Office will notify the Contracting O f f i c e r of the results of such i n ve s t i g a t i o n s .

3.7 Passes and Badges:

All Contractor employees, including subcontractors, and subcontractors' employees, suppliers, and suppliers' employees shall be required to comply with the latest edition of NASPAXRIVINST 5510.15 "REGULATIONS FOR ADMISSIONS TO THE NAVAL AIR STATION, PATUXENT RIVER, MARYLAND COMPLEX". A copy of the regulations may be obtained from the PAX RIVER Pass and ID Office. Nothing in the contract shall be construed in any way to limit the authority of the Commanding Officer to prescribe new, or to enforce existing security regulations governing the admission or exclusion of persons and the conduct of persons while aboard the station, including but not limited to, the rights of search of all persons or vehicles aboard the station.

3.7.1 Obtain access to the installation by participating in the Navy Commercial Access Control System (NCACS) or by obtaining passes each day from the Pass and Identification Office. Both methods require vetting of Contractor employee’s by the Pass and ID Office. For vetting, the Contractor shall submit a list to the Contracting Officer’s Representative indicating that all individuals are bona fide employees. The list shall contain the following information:

a) Name of employee

b) Social Security Number

c) Date of Birth

d) Place of Birth

e) Citizenship, Statement of (U.S.) or proof of documented legal residency

The Pass and ID Office will require a completed EMPLOYMENT ELIGIBILITY VERIFICATION (DHS FORM I-9) form for all personnel requesting badges. This form is available at http://www.uscis.gov/i-9. DHS FORM I-9 requires Contractor employees to present either 1) a US Passport or 2) both a Driver’s License AND Social Security Card or Birth Certificate (or other forms a documentation as described on the Form). Immediately report instances of lost or stolen badges to the Contracting Officer.

3.7.1.1 NCACS Program: NCACS is a voluntary program in which Contractor personnel who enroll, and are approved, are subsequently granted access to the installation for a period up to one year, or the length of the contract, whichever is less, and are not required to obtain a new pass from the Base Pass and Identification Office for each visit. The Government performs background screening and credentialing. Throughout the year the Contractor employee must continue to meet background screening standards. Periodic background screenings are conducted to verify continued NCACS participation and installation access privileges. Under the NCACS program, no commercial vehicle inspection is required, other than for Random Anti- Terrorism Measures (RAM) or in the case of an elevation of Force Protection Conditions (FPCON). Information on costs and requirements to participate and enroll in NCACS is available at http://www.rapidgate.com/vendors/how-to-enroll or by calling 1-877-727-4342. Contractors should be aware that the costs incurred to obtain NCACS credentials, or costs related to any means of access to a Navy Installation, are not reimbursable. Any time invested, or price(s) paid, for obtaining NCACS credentials will not be compensated in any way or approved as a direct cost of any contract with the Department of the Navy.

3.7.1.2 One-Day Passes: Participation in the NCACS is not mandatory, and if the Contractor chooses not to participate, the Contractor's personnel will have to obtain daily passes, be subject to daily mandatory vehicle inspection, and will have limited access to the installation. The Government will not be responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections incurred by non-participants in the NCACS. The PASS and ID Office will not issue more than 30 one-day passes for an individual in one year.

3.7.2 Access to Buildings/ Occupied Buildings: The Contractor may work in or around existing occupied buildings. The Contractor is responsible, via the Contracting Officer, to obtain access to building and facilities and arrange for them to be opened and closed. Do not enter the building(s) without prior approval of the Contracting Officer. Keep the existing buildings and their contents secure at all times. Provide temporary closures as required to maintain security. Contract personnel will not be permitted in security-regulated buildings or areas unless cleared by the Security Officer.

3.8 Identification of Contractor Employees:

3.8.1 The Contractor shall provide to the Contracting Officer the name or names of the responsible supervisory Person or persons authorized to act for the Contractor.

3.8.2 The Contractor shall furnish sufficient personnel to perform all work specified within the contract.

3.8.3 Contractor employees shall con duct themselves in a p roper, efficient, courteous a d businesslike manner.

3.8.4 The Contractor shall remove from the site any individual w hos e continued employment is deemed by the Contracting Officer to be contrary to the public interest or inconsistent with the best interests of National Security.

3.8.5 All Contractor/subcontractor employees working under this contract shall be identified by a distinctive nameplate, emblem, or patch attached in a prominent place on an outer garment. Employee identification shall not be substituted for stat ion required passes or badges.

3.9 Identification of Contractor Vehicles: The company name shall be displayed on each of the Contractor's vehicles in a manner and size that is clearly visible. All vehicles shall display a valid state license plate and safety inspection sticker, if applicable, and shall be maintained in good repair.

3.10 Permits: The Contractor shall, without additional expense to the Government, obtain all appointments, licenses, and permits required for the prosecution of the work. The Contractor shall comply with all applicable federal, state, and local laws. Evidence of such permits an d licenses shall be provided to the Contracting Officer before work commences.

3.11 Proof of Citizenship: No employee or representative of the Contractor will be admitted to the site of work unless satisfactory proof of ci tizenship is furnished, or, if an alien, legal residency with in the United States i s confirmed.

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to

(a) commence work under this contract immediately after the date the Contractor receives the notice to proceed,

(b) prosecute the work diligently, and

(c) complete the entire work ready for use not later than 195 calendar days. The time stated for completion shall include final cleanup of the premises.

(End of clause)

(End of Summary of Changes)