W912PM-15-R-0003-0006.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

Solicitation W912PM-15-R-0003 is hereby amended for the follow ing reasons:

A) To revise and replace Page 35 of 82 of the solicitation document. Page 35 of 82 is superseded by, and shall be discarded and replaced by, the attached page of the same number.

B) To provide the current MOTSU Utility Standard. See attached technical amendments.

C) To revise the attached SCOPE OF WORK, paragraph 14, page 8 of 10, subparagraph 4), Structure, subparagraph m), and to add subparagraph o). See attached SCOPE OF WORK, dated 14 May 2015.

D) All other terms and conditions remain unchanged.

E) The proposal due date is not extended by this amendment.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 14-May-2015

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 W912PM-15-R-0003

X 9B. DATED (SEE ITEM 11)

30-Jan-2015

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 is extended, X 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 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

14-May-2015

CODE

U S ARMY CORPS OF ENGINEERS

WILMINGTON DISTRICT

ATTN: CHARLENNE FIGGINS

69 DARLINGTON AVE

WILMINGTON NC 28403-1343

W912PM 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912PM-15-R-0003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SECTION 00 00 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SUMMARY OF CHANGES

(End of Summary of Changes)

SCOPE OF WORK

14 MAY 2015

1. TASK ORDER FOR DESIGN AND CONSTRUCTION OF DEMOLITION AND REPLACEMENT OF

BUILDING 20, MILITARY OCEAN TERMINAL SUNNY POINT, NORTH CAROLINA.

2. DESCRIPTION OF WORK: Furnish all labor, material, equipment, incidentals, supervision and transportation for work necessary to design and construct the Demolition and Replacement of Building 20. All work shall be performed in accordance with the contract specifications, manufacturer’s recommendations, and applicable building codes. Reference Specification Section 01 00 02, paragraphs 1.4 and 1.5, work performed under this task order shall comply with the latest edition of the publications dated at the time of the task order award. When a required publication is not referenced in the list found in paragraph 1.5, the contractor shall utilize one that has national applications. Where conflicts arise between publications, the most stringent requirements shall apply. Contractor will be responsible for gathering necessary information not provided in this package to provide full design (100%) and corrected final plans for review.

FUNDING:

A. Project is currently:

Funded Subject to availability of funds

B. Funding Type:

MILCON

Sustainment Restoration Modernization

3. PERFORMANCE PERIOD:

Duration is 270 calendar days after receipt of Notice to Proceed (NTP). Offeror’s proposal shall be valid through 30 Sept 2015.

4. WAGE DETERMINATION: General Decision Number NC150022 dated 01/02/2015, Pages 1 through 5 (see Attachment 1).

5. LIQUIDATED DAMAGES: The contractor shall be assessed liquidated damages in the amount of $405.50 per calendar day for failure to complete the prescribed work within the performance period stated in paragraph 3.

6. NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL

EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION IN ACCORDANCE WITH FAR

CLAUSE 52.222-23:

Goals for Participation for Each Trade Percentages

Females 6.9%

Minority 20.7%

7. MONTHLY ANTICIPATED ADVERSE WEATHER DELAY:

Workdays Based on 5-Day Work Week

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

7 7 7 5 6 6 8 8 7 5 5 6

8. INTERFACE WITH GOVERNMENT PERSONNEL: Access to and from the site shall be coordinated through the Coastal Resident Office with Ms. Shannon L. Geoly at shannon.l.geoly@usace.army.mil / (910) 251-4464 or Mr. Keith A. Ranker at keith.a.ranker@usace.army.mil / (910) 457-8529.

9. DESIGNATED BILLING/INVOICE OFFICE:

U. S. Army Corps of Engineers U. S. Army Corps of Engineers Coastal Resident Office Finance Center

CESAW-ECP-CA

69 Darlington Ave

CEFC-AO-P

5722 Integrity Drive

Wilmington, NC 28403 Millington, TN 38054-5005

10. PRE-BID CONFERENCE/PRE-REMEDIATION ACTION CONFERENCE:

Yes Date: TBD Time: TBD Location: MOTSU Project Site

POC: Shannon Geoly Telephone: 910-251-4464

No

11. CONTRACTOR REQUIREMENTS:

A. MOTSU Utility Standard: Reference Specification 01 00 02

B. Work Restrictions - MOTSU: Reference Specification 01 14 00

C. CQC System Requirements: Reference Specification 01 45 00.00 10

CQC System Manager CQC Design Quality Manager CQC Personnel mailto:shannon.l.geoly@usace.army.mil mailto:keith.a.ranker@usace.army.mil

Civil Mechanical Electrical Structural Architectural Environmental Submittal Clerk Concrete, Pavements & Soils TAB Personnel (TAB) – Testing, Adjusting and Balancing Personnel Design Quality Control Manager

D. Quality Control System (QCS) Required: Reference Specification 01 45 00.10 10

G. Digital Site Records:

Video Tape and Photos Prohibited Use of Cameras Require Prior Approval Digital Pictures

H. Submittals are required on the following materials: (Specification 01 33 00) All Materials Otherwise, list the submittals required.

I. After task order award:

Site Safety and Health Plan (Specification 01 35 26) Quality Control Program (Specification 01 45 00.00 10) Work Plan – Design Build (Specification 01 00 04). The design requirements are:

1. Complex Submittal – Contractor will submit Full Design (60%, 90%, 100%, and Corrected Final submittals); specifications, rendering, erosion control plan and permits.

2. Medium Submittal - Contractor will submit Full Design (90%, 100%, and Corrected Final submittals); abridge set of specifications with project data, erosion control plan and permits.

3. Light Submittal for Demolition and Replacement of Building 20 Contractor will submit Full Design (100% and Corrected Final submittals); specifications on the drawings, erosion control plan and permits.

4. Distribution of Submittals:

Number Item 5 ½ Size Drawings 2 Full Size Drawings 0 Specifications 5 CDs

Construction Schedule

Bar Chart

CPM

Weekly Progress Meetings (Specification 01 00 04) Telephone Conversation/Correspondence Records Site/Project Specific Remediation Report As-Built/In Progress Drawings (Specification 01 00 04)

J. After construction completion, prior to final payment:

System/Equipment Testing Operation and Maintenance Manuals/Training Videos (Specification 01 00 04) Training Equipment and Construction Warranties List of Standard Equipment and Service Organizations As-Built/Final Drawings

12. GOVERNMENT FURNISHED ITEMS/WORK: N/A

13. APPLICABLE SPECIFICATIONS:

01 00 02 – Statement of Work/Description/Specifications 01 00 04 – Delivery Order Procedures 01 14 00 – Work Restrictions - MOTSU 01 33 00 – Submittal Procedures 01 35 26 – Governmental Safety Requirements 01 42 00 – Sources For Reference Publications 01 45 00.00 10 – Quality Control 01 45 00.10 10 – Quality Control System (QCS) 01 57 20.00 10 – Environmental Protection 01 78 00 – Closeout Submittals 01 78 23 – Operation & Maintenance Data Others Specifications:

14. SCOPE OF WORK:

1) General Notes:

a) All work to be installed in accordance with the manufacturer’s printed instructions.

b) Trash and debris shall be removed from the site on a daily basis. The contractor shall provide a dumpster for construction debris, which should be kept separate from any existing dumpsters located at or near the site. The dumpsters shall be emptied as needed. All costs associated with the rental of dumpsters and disposing of debris is the responsibility of the contractor

c) Stored materials shall be kept dry and kept in an orderly fashion in an area designated by the COR.

d) The contractor is responsible for the temporary removal and replacement of any equipment from the project area required to accomplish the work.

e) The contractor is responsible for coordinating with USACE and the using authority to gain access to the work area on a daily basis. Specifics regarding access will be coordinated during the Pre-Construction Conference.

f) The site is located in the southern portion of MOTSU and is accessible from Perimeter Road (South), which is a paved roadway. The building has a gravel paved area on the west side and grass area to the north, east and south. No as-built drawings are available.

g) Utilities that are located around Building 20 are identified on Attachment 2 to this Scope of Work. A 6-inch water main exists along Perimeter Road that supplies a fire hydrant located to the south of Building 20. Underground electrical line is located to the east and north of Building 20. Storm drainage ditch is located along Perimeter Road. Storm drainage culvert is located along Perimeter Road and underneath the paved parking area.

h) Contractor laydown area located to the east of Building 20 and is identified in Attachment 3 of this Scope of Work.

i) The Contractor shall provide a full-time safety officer during the demolition of the existing structure and the construction of the metal building’s superstructure, exterior enclosure, and roof.

j) A project superintendent must be present at all times throughout the life of the project. The superintendent may serve as the quality control representative for this project.

k) The contractor shall obtain an approved digging permit prior to performing any ground penetrating activities. The digging permit shall be obtained from MOTSU Public Works.

2) Demolition:

a) Demolish and dispose of the existing pre-engineered metal building. Disposal materials shall be removed from MOTSU property. The existing building is approximately 960 square feet (SF).

b) Demolish and dispose of the existing concrete slab and foundation. Disposal materials shall be removed from MOTSU property.

3) Site, Civil, and Landscaping:

a) Design and construct new reinforced concrete ramp for forklift and small vehicle access at the overhead door of the new building. Ramp shall be designed for a forklift with a 5,000 pound (lb) load with a front axle weight of 12,000 lbs.

b) Grading for the new Building 20 shall provide positive drainage away from the building, prevent ponding of water and shall minimize the effects of erosion and sedimentation.

c) Finished floor elevation shall match the existing building’s finished floor elevation. The Contractor shall make every effort to limit grading around the building to the maximum extent practical.

d) Soil compaction shall be achieved by equipment approved by the consulting Geotechnical Engineer. Soil materials shall be moistened or aerated as necessary to provide the moisture content to facilitate obtaining compaction specified for the compaction equipment used. Subgrades shall be compacted to the following minimum percent of the modified Proctor maximum density, determined in accordance with ASTM D1557.

i. Beneath structures and building slabs, around footings and in trenches, 95 percent.

ii. Beneath paved areas, top 12 inches in fill and top 8 inches in native soil, 95 percent.

e) For concrete slabs-on-grade in inhabitable areas, including storage areas, a 4-inch capillary water barrier consisting of #57, #67, #78 or #89 stone shall be used to prevent the capillary rise of ground water.

f) The requirements shall be verified or modifications recommended by the consulting professional engineer wherever engineering, soils, or climactic factors indicate the necessity. Any modification to the specified compaction requirements shall require the approval of the Contracting Officer.

g) Material sampling and testing is the responsibility of the Contractor. A representative number of in-place density tests shall be performed in the subgrade of compacted on-site soils and in the structural fill and backfill to confirm the required degree of compaction has been obtained. Minimum frequency of testing is specified below:

i. For subgrades under building slabs, one test per each increment or fraction of 3500 SF.

ii. For subgrades under paved areas, one test per each increment or fraction of 4000 SF.

h) All laboratory and field density testing shall be performed by a commercial testing laboratory. The laboratory shall be included on the list of Corps of Engineers Validated Laboratories found at http://www.wes.army.mil/SL/MTC/ValidatedLabsList.htm

i) Erosion and sediment control measures shall be in accordance with Federal, State and Local laws and regulations. The erosion and sediment controls selected and maintained by the Contractor shall be such that water quality standards are not violated as a result of the Contractor’s construction activities. The area of bare soil exposed at any one time by construction operations should be kept to a minimum. It is the responsibility of the Contractor to obtain all required permits.

j) Landscaping shall consist of replacement of existing ground cover that is removed for construction of the new building. Seed mixture shall be in accordance with MOTSU requirements.

4) Structure:

a) Structural designs and loading shall be in accordance with the International Building Code and applicable industry codes for the particular material http://www.wes.army.mil/SL/MTC/ValidatedLabsList.htm involved.

i. Dead Load: Include weight of structure, coverage, and permanent contents, plus 5% of steel member weights to account for connections.

ii. Collateral Load: 3 psf

iii. Roof Live Load: The minimum roof live load shall be 20 psf, non-reducible for structural members in accordance with IBC.

iv. Wind Load: Wind speed of 135 mph; exposure category C

v. Roof Snow Load: 10 psf

vi. Seismic Load: Ss = 0.32g; S1 = 0.11g; site classification D (to be verified by professional engineer)

b) Reinforced concrete slab shall be designed for a forklift with a 5,000 lb load (front axle weight of 12,000 lbs). Design in accordance with the building manufacturer’s criteria. Foundation and pavement design is the responsibility of the Contractor. Site subsurface investigations shall be the responsibility of the Contractor and their Geotechnical Engineer.

c) Concrete slab shall have a minimum compressive strength of 4500 psi at 28 days. Foundations shall have minimum compressive strength of 4000 psi at 28 days. Reinforcing steel shall conform to the requirements of ASTM A615 or A760 Grade 60. Welded wire fabric shall be in accordance with ASMT A185. Concrete cover over steel reinforcing shall conform to the minimum values required by the latest edition of ACI 318. Select concrete materials to resist sulfate content of soils on the site as applicable. Concrete quality control testing in the responsibility of the Contractor. Slump, temperature, air and compressive strength testing shall be performed for each placement of concrete.

d) Facility shall be approximately 960 SF with dimensions of 20’ wide, 48’ long, and 10’ eave height. Clear span framing system shall be Butler Building System brand or approved equal. System shall consist of rigid end walls, straight columns, flush girts, roof bracing rods and corner wind posts.

e) Wall panel material shall be minimum 26 gage with Galvalume brand finish or approved equal. Provide matching trim, flashing and transitions.

f) Double slope roof shall be 1:12 pitch. Material shall be minimum 26 gage with Galvalume brand finish or approved equal. Provide 2-ft end wall gable overhand. Provide matching gutters and downspouts. Provide matching trim, flashing and transitions.

g) Provide minimum 10-year weather tightness warranty.

h) Color and finishes shall be as follows:

i. Walls: CMYK 0-14-27-28 or closest PEMB manufacturer’s standard color.

ii. Roofs, doors, gutters and downspouts, trim, structural steel: CMYK

70-80-100-30 or closest PEMB manufacturer’s standard color.

i) Finishes shall be factory or manufacturer applied colors. Colors and finishes to be approved by MOTSU representatives.

j) Ventilation utilizing two (2) wall mounted louvers and a 10-foot ridge vent.

Manual operation.

k) Five (5) each 4’ x 3’ insulated paned windows, non-opening. Frame finish shall be solar bronze. Finish color/finish shall be approved by MOTSU representatives.

l) One (1) 10’ x 7’ overhead coiling door with chain hoist operator.

m) One (1) 3’ x 7’ exterior personnel door. Provide 16 gage leafs and 14 gage frame. Mortise with lever. Extra duty closer. Hinges may be either powder coated or stainless steel. 7-pin lock. Kick plate. Color and finish shall be selected and/or approved by MOTSU representatives.

n) See Attachment 4 for general location of windows and doors.

o) Four bollards to protect the building at the overhead coiling door. Two on the exterior and two on the interior. Bollards shall be appropriately sized for forklift traffic.

5) Electrical:

a) Electrical system designs shall conform to the requirements of the MOTSU Utility Standard dated 18 August 2014 included as Attachment 1 of specification section 01 00 02 or this solicitation.

b) Provide and install 100 amp panel board with exterior main disconnect switch and meter base.

c) Six (6) each 4-foot, two lamp, T-5 fluorescent light fixtures with electronic ballasts. Lights shall be switched to allow photo cell control through a standard electric switch.

d) Eight (8) each new duplex 15 amp receptacles.

e) One (1) each exterior LED “wall washer” type fixture. Fixture shall be located at the overhead door.

f) Contractor is responsibility for the electrical to the meter base and conduit to five (5) outside the building footprint. The installation’s private utility provider will install the underground electrical to the meter base as well as the meter. The Contractor shall make the final electrical connection. Proper coordination with all parties is the responsibility of the Contractor.

6) Mechanical and Plumbing:

a) HVAC is not required for Building 20.

b) Water and sanitary sewer are not required for Building 20.

15. ADDITIONAL ENCLOSURES

A. Drawings:

B. Sketches: Attachment 1: Wage Determination Attachment 2: Utility Locations Attachment 3: Laydown Area Attachment 4: General Location for Windows and Doors

C. Additional Specifications:

16. PRE BID SITE VISIT: Prior to the submission of any proposals, the offeror is required to visit the project site location to become familiar with the project requirements.

Contractor will be responsible for contacting USACE personnel listed above to coordinate access to site. A proposal will not be rejected only because the offeror fails to visit the project site. Failure to visit the project site will not relieve the bidder from responsibility for performance of the work and compliance with the terms and conditions of any resultant contract. In no event will a failure to inspect the site constitute grounds for a claim after award of the task order.

17. EXCAVATION PERMIT: The contractor shall have a completed and approved Excavation Permit prior to any excavation, to include sign or fence-post holes. The Contractor shall schedule an appointment to locate utility lines at least 24 hours prior to any excavation with the MOTSU DPW. DPW shall have five (5) business days to complete the application process and have the utilities marked. Instructions for digging permits are provided in the MOTUS Utility Standard.

18. DISPOSAL PERMITS: Not applicable. All material to be disposed of off the installation. The contractor shall comply with the installation Waste Management Plan.

19. BORROW PERMITS: Not applicable. No borrow materials are available on the installation.

20. HAUL ROUTES: The Contractor is required to obtain approval from the Resident Office for the routes intended for use for transportation of borrow materials, construction debris, or demolition materials unless otherwise permitted in writing by the Resident. The axle load of earth-hauling equipment operating on paved streets shall not exceed 12,000 pounds.

21. UTILITY OUTAGES AND ROAD CLOSURES: Utility, road and railroad outages or closures require a minimum of ten (10) working days advance written notice and will be subject to Resident Office approval. In the case of road closures, a sketch shall be provided showing the closure location and all necessary signs and barricades.

Necessary signage, barricades, flag persons, lights (including temporary traffic control lights), and markings for the safe movement of the public during construction shall be in accordance with the Manual on Uniform Traffic Control Devices and shall be provided at no additional expense to the Government.

22. AVAILABILITY AND USE OF UTILITY SERVICES: Electrical services required on the job site for the accomplishment of the work will be furnished at no cost to the Contractor;

however, the Government will make no connections or alterations to the existing utility systems for the Contractor. The Contractor shall pay for telephone and internet service as required. Any connections to the electrical distribution system shall be accomplished by Brunswick Electric Membership Corporation (BEMC) only. The Contractor shall pay BEMC for this service in advance. At the conclusion of the contract, the Contractor shall remove all connections, distribution lines, and associated paraphernalia unless otherwise directed by the Resident Office. Prior to installing any utility connections at an office or storage site, the plan will be approved by the Resident Office.

23. CONTRACTOR STORAGE AND TRAILERS: The Contractor shall place or paint a sign on all of his storage trailer(s) and building(s) used on this contract. At a minimum, the sign shall contain the name of the Contractor and a telephone number at which the contractor may be reached. The trailer(s) and building(s) shall be completed with gates and/or doors which can be locked. Only material for this project shall be stored in the trailer(s) or building(s). The Contractor shall remove the storage trailer(s) or building(s) within 30 days after completion of the contract and prior to submitting his final invoice. The area around the storage trailer(s) and building(s) shall be kept clean.

24. SAFETY: Safety will be in compliance with the current Corps of Engineers Safety

Manual EM 385-1-1. Use of appropriate safety equipment is mandatory and not limited to hard hats and steel-toed shoes. Contractor is responsible for daily clean up and complete restoration of the area once the contract is complete.

25. HOURS OF WORK: Work shall be accomplished between the hours of 0730 through

1630 hours daily, Monday through Friday, on non-Government holidays. Legal holidays falling on Saturday are observed on the proceeding Friday and those falling on Sunday are observed on the following Monday. Work schedule and facility security to be coordinated with the Resident Office for facility access and security maintenance during duration of work. Contractor shall not work outside of the stated hours of work without first obtaining approval from the Resident Office.

26. WARRANTY: The contractor shall provide a minimum of one (1) year warranty on all materials and workmanship from the date of the Government’s acceptance of the work.

END OF SCOPE

W912PM-15-R-0003

6.4. Schedule A will be evaluated as follows: The yearly average of the total contract capacity (approx.

$2.98M per year; 75% for Design Bid Build & 25% for Design Build) will be multiplied by the proposed coefficients for each year. These evaluated totals will then be added together to obtain a total evaluated price for Schedule A.

6.5. The Government shall use the total evaluated price from Schedule A as the evaluated price for making the best value decision.

6.6. Schedule B total price for the seed project will not be used for making the best value decision. The price submitted will be used in making the seed project award after the Best Value offeror is selected for award of the SATOC contract.

7. PHASE 2 – RELATIVE IMPORTANCE OF FACTORS

7.1. NON-COST FACTORS.

SUB-FACTOR 1: PAST PERFORMANCE. This factor is more important than Sub-Factor 2 and equally important to Sub-Factor 3.

SUB-FACTOR 2: DESIGN EXPERIENCE. This factor is less important than Sub-Factor 1 & 3.

SUB-FACTOR 3: TECHNICAL APPROACH. This factor is more important than Sub-Factor 2 and equally important to Sub-Factor 1.

7.2. Price is significantly less important than technical Sub-Factors 1, 2 & 3 combined.

8. PHASE 2 – PROPOSAL EVALUATION

8.1. The SSEB will be established to conduct the evaluation of proposals received in response to this solicitation. The evaluation will be based on the content of the proposal, proposal corrections and any information obtained from other sources, e.g. past performance information. The SSEB will not consider any documents incorporated by reference, except as expressly allowed by this solicitation.

8.2. Each member of the SSEB will independently consider all information provided in the proposal.

Once these individual analyses are completed, the SSEB will assign a consensus rating for each evaluation factor. It is the responsibility of each member of the SSEB to provide and document sufficient strengths, weaknesses, and/or deficiencies to support the assigned rating for each factor.

Comments are required for all ratings.

8.3. The final ratings on individual factors, to include all support documentation, will be provided to the Source Selection Authority. The Source Selection Authority, independently exercising prudent business judgment, will determine which Offeror, if any, will receive the contract award.

9. BASIS FOR AWARD

9.1. Proposals must meet the criteria stated in the RFP in order to be eligible for award, to include capability in accordance with the evaluation criteria and responsibility in accordance with FAR 9.104.

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18 August 2014

Military Ocean Terminal Utility Standard

Electrical Standard and General Information

1. In addition to the contents of the latest edition of the National Electrical Code (NFPA 70) and the National Electrical Safety Code, the following items form the minimum electrical requirements for facilities located on MOTSU.

A. General:

1) All secondary electrical work done on MOTSU shall be performed by personnel authorized to engage in electrical contracting within the state of North Carolina and shall hold a North Carolina electrical license (suitable for the costs and voltages of the project). An electrical license from another state may be acceptable if it qualifies under North Carolina's reciprocity process. Submittal of a certified copy of the electrical license shall be required. This requirement does not apply to primary electrical distribution, street lights, generator work up to the transfer switch and area lights.

2) The construction contractor shall be responsible for obtaining a digging permit from DPW, prior to performing any digging on MOTSU. A digging permit shall also be required for any work on the wharfs. See attachment 3, titled “Application for Digging Permit“ for a digging permit request form. When properly completed, this permit will locate underground utilities which may be affected by the project. Markings for underground utilities are considered approximately only. The actual location of the utility shall be considered within a band ± 36 inches from either side of the painted mark or flag. The contractor shall be totally responsible for repairs to marked utilities that he may damage. Any damaged Utility shall immediately be reported to DPW at 910-457-8292. Any damaged utilities shall be repaired within eight hours of the initial damage, or the Government (at its option) may have the utility repaired and then charge the contractor. If an unmarked utility is damaged by the contractor, the Government will have it repaired, if all aspects to the Digging Permit have been followed. Typically, once a digging permit is submitted by the contractor, DPW shall have five business days to complete the application process and have utilities marked.

3) Any non-metallic conduit or inner-duct installed underground for installation of fiber optic cable, gas, or any other non-electrical conductive materials shall have a tracer wire installed. This tracer wire may be either part of the conduit, preinstalled or blown in after conduit or inner-duct installation. Tracer wire shall be accessible at least every two hundred feet.

Access points to the tracer wire may include valve boxes, hand-holes, manholes, vaults, marker posts, or other covered access devices. Access point covers should be clearly marked with the type of facility. Additionally, all fiber optic cable shall be clearly marked with a white marker post (minimum of 66 inches in length, with at least four feet above grade) by 3-1/2 inch minimum diameter which shall be located at least every two hundred feet along the length of the cable run (if no other access point to the tracer wire is available). The making post shall have an orange top (at least 18 inches in length) which states, as a minimum, “WARNING FIBER OPTIC CABLE” and shall have a graphic warning with a contact number. The contact number shall be 457-8292. Marker posts shall have a peg through the embedded portion of the marker post and into the surrounding soil for pullout resistance. An orange “Marker Tape” (with the words “BURRIED FIBER OPTIC CABLE BELOW” shall be install 12 to 24 inches below the surrounding grade. Fiber optic cable shall be installed four feet below final grade. Additional information can be found at MOTSU Utility Line Marking Specification, which is attached to this document.

4) Utility line marking shall be IAW the attached “MOTSU Utility Line Marking Specification”. See Attachment 4.

5) Typically, for new or rehabbed facilities, the following two electrical inspections (all projects under Corps of Engineer (COE) control will normally be inspected by COE; all other work requiring an inspection will be performed by DPW) are required prior to receiving approval to have BEMC energize electrical power at the site:

a. Rough-In Inspection: A rough-in inspection shall be required after all electrical conduit, wire, panels, outlet boxes, switch boxes, equipment boxes, isolation switch boxes, etc.

have been properly installed. Except for the final connection to switches, receptacles, and lighting fixtures, all ground wires and other wires in boxes must be spliced and pigtailed for the rough-in inspection. The rough-in inspection shall be conducted before insulation, sheet-rock, paneling, or other materials cover any wiring is installed. Underground wiring and under-slab wiring must be inspected before the trench is back-filled. Where wiring is concealed before rough-in inspection, the prime contractor shall be responsible for all costs associated with uncovering and replacing the covering material so all wiring can be inspected. A written report identifying any observed errors or defects will be provided to the contractor and DPW. Any faults identified by the inspector will be corrected before additional electrical work shall be allowed.

b. Final Inspection: A final inspection shall be required after all final connections for wiring, panels, lights, switches, receptacles, outlet boxes, switch boxes, equipment boxes, isolation switch boxes, etc. have been properly installed. All overcurrent protection, front covers, fixture lens, etc shall be completely installed prior to a final inspection. A written report identifying any observed errors or defects will be provided to the contractor and DPW. Any faults identified by the inspector shall be corrected before an approved final inspection is awarded. Upon completion of a successful final inspection, DPW will direct BEMC to make the facility service hot.

c. Request for inspection: A request for inspection (rough-in or final) can be obtained from COE for projects under their control and from DPW (910-457-8292; see subparagraph “d” below) for all other projects; the request should be submitted five (5) working days prior to the needed inspection date.

d. Use Attachment 1 for application to request an electrical inspection through DPW.

6) Electrical panels, disconnects, or other switchgear mounted in mechanical rooms are allowed to be surface mounted; however, they shall be mounted flush against the supporting wall; in most cases, they shall not extend over eight (8) inches from the wall or purlin face. In metal buildings, they may be installed on uni-strut (or equal) directly fastened to purlins supporting the walls. Building bracing (tie cables) shall not run behind the panels or within the NEC required panel clearance. Typically, the upper edge of the panel shall be at 6-1/2 feet above the finished grade and the lower edge of the panel shall not be lower than 18 inches above the finished grade. Panels over 600 amperes may have the bottom edge of the panel closer to the floor; however, effort will be made to keep it at least two inches above finished grade. If these requirements cannot be met, then coordination prior to installation is required with DPW.

7) Main exterior building disconnect switches are allowed to be surface mounted;

however, the back edge of the disconnect shall be placed flush against the building (for its entire length). On new facilities, brickwork or other siding materials (on two tone structures, for example metal above brick) may require special attention to recess the disconnect switch in order to keep the back flush with the building. The top of the disconnect switch shall be 6 -1/2 feet above ground level. If these requirements cannot be met, then coordination prior to installation is required with DPW.

8) On new construction projects, temporary utilities (electricity, potable water, and sewage) will be made available to the contractor at no costs (if they are available in the work area or after site work is completed). This should not be misinterpreted as permanent electrical connection to the facility. A permanent electrical connection to the facility shall only be accomplished after a successful final electrical inspection has been obtained. The contractor shall perform all connections and disconnections (other than primary electrical; this shall be accomplished by BEMC) and shall supply any required temporary service pole, reducing valves, piping, etc... required to make such a temporary connection. All such connections shall be done by personnel licensed and qualified to perform such connections. The term "temporary utilities" shall specifically not include heat and/or air conditioning. If heat and/or air conditioning are required by the contractor prior to acceptance of the project by the Government, he shall provide it at no expense to the Government. Temporary electrical service shall not be utilized for heat and/or air conditioning. Fuel oil shall not be provided by the Government. If excessive or wasteful usage of utilities is detected, they shall be turned off.

9) If temporary electrical power is required at the site (especially on new construction projects), the prime contractor shall negotiate directly with BEMC to have the power run and connected to a contractor supplied temporary service pole. The prime contractor shall pay BEMC directly for this service. This shall be an agreement between the prime contractor and BEMC; the Government shall not be involved in these negotiations or subject to any financial obligations between the prime contractor and BEMC. All requirements within this MOTSU Electrical Standard shall be maintained. The contractor shall also pay BEMC to have the temporary electrical service removed. The Government will provide the electricity; however, if energy waste is detected the electricity shall be turned off.

10) On maintenance or rehab type projects, once the building envelope is closed in, the contractor may utilize existing electrical utilities. If heat or air conditioning is available, the heat shall not be set above 50 degrees and the air conditioning shall not be set lower than 80 degrees.

However, prior to turning on the HVAC, checks shall be made to ensure clean filters are in place (new filters will be installed by the contractor, based upon debris and dust in the air). Any locations where over 80 square feet of sheetrock or any other operation where large amounts of debris or dust are made/encountered shall have the ductwork professionally cleaned to a “clean system” level. If windows and doors are continually open or if excessive or wasteful usage of heating/air conditioning is detected, they shall be turned off.

11) The Fire Alarm Control Panel (FACP) shall be installed in the mechanical room of all new/rehab facilities. Only UL listed and UL labeled FACP and devices shall be allowed.

The FACP shall be on a separate electrical circuit controlled from a lockable circuit breaker (circuit breaker shall be red in color). There shall be a smoke detector install in the ceiling directly over the FACP. The MOTSU fire alarm system carrier frequency is 465.9625 and

469.8125 MHZ. The fire alarm system shall be a Class A, addressable system. Initiating Device Circuits (IDC) shall be Class A, Style Eα. Signaling Line Circuits (SLC) shall be Class A, Style 6α. All newly installed fire alarm systems shall be 100% compatible with the existing MOTSU fire alarm system and NFPA-72. This specifically means that all devices, signals, software, and hardware shall be capable of being used with the existing fire alarm systems and devices without the need for special modifications or conversions of the existing or newly installed system/device. MOTSU currently utilizes an EST/Keltron fire alarm system and devices. There shall be no proprietary fire alarm systems, FACP, or other fire alarm devices installed on MOTSU. Prior to ordering any fire alarm system or component, the contractor shall submit equipment/software submittals of the product to the authority having jurisdiction (Fire Department Fire Inspector) for approval; items not receiving a written approval shall not be ordered. Fire alarm systems on MOTSU shall be installed, tested, and certified by a NICET Level IV (minimum) Fire Alarm Technician. Prior to acceptance, any newly installed fire alarm system shall be completely tested (from each device in the new/rehabbed facility back to the Fire Command Center located in building 44). The contractor shall provide all hardware and software required for 100% communications linkage between the newly installed fire alarm system and the Fire Command Center located in building 44. A “Record of Completion” shall be completed by the contractor and provided to DPW and the MOTSU Fire Inspector for all installed fire alarm systems, IAW NFPA-72. Any maintenance and/or repairs done on any MOTSU Fire Alarm system shall be done by a certified NICET Level IV (minimum) Fire Alarm Technician.

12) To satisfy requirements of Public Law 104-133, National Technology Transfer and

Advancement Act, the DOD Fire Engineering Committee has determined Military Handbook (MILHDBK) 1008 is the implementing document for this requirement. All fire protection designs on MOTSU shall use this consensus standard.

13) In HAZADROUS locations, INTRINSICALLY safe devices SHALL NOT be allowed. This specifically includes overhead door operating devices and controls.

14) As a minimum, a properly sized Surge Protective Device (SPD) which meets the minimum requirements of the “3rd Edition” of UL 1449 shall be provided at all new or modified panels. The SPD shall be UL listed and labeled as having been tested IAW UL 1449 and shall be marked for lightning protection system (LPS) application. Fuses shall not be used as surge suppression.

15) SPD suitable (shall meet UL 1449 3rd Edition and be installed IAW UL 96A) for the application shall be provided for all electrical, conductive signal, data, and communication lines at the point of entrance to all new or modified buildings. The protection provided shall be installed IAW Articles 800, 810, 820, or 830 (as applicable) of the NEC and shall comply with UL-452, UL-497, and UL-497C (as applicable).

16) All power lines entering an ammunition pad area shall require surge arresters IAW

DA PM 385-64, paragraphs 6-5.a/b and 12-2. Additionally, surge protection devices shall meet the minimum requirements of UL 1449, third edition and shall be marked for Lightning Protection System (LPS) use.

17) Graphical symbols for electrical wiring and layout diagrams used in architecture and building construction shall conform to ANSI Y32.9-1972. Graphic symbols for electrical and electronic diagrams shall conform to ANSI Y32.2-1975 and IEEE Standard 315-1975.

18) A short circuit analysis shall be performed on any new facility and a complete power coordination analysis shall be conducted. Proper power coordination shall be maintained. Short circuit amperage available shall be considered "unlimited"

19) All new and rehabbed buildings on MOTSU shall fully comply with the requirements of UFC 4-010-01, DOD Minimum Antiterrorism Standards for Buildings. Appendix B (B-4), DOD Minimum Antiterrorism Standards for New and Existing Buildings; specifically addresses electrical and mechanical design, utility distribution and installation, and Mass Notification Systems required.

B. LONWORKS:

1) All new and rehabbed facilities on MOTSU shall be wired for a Utility Monitoring and Control System (UMCS). All design and construction shall be based upon a Direct Digital Control (DDC) design. The installation shall be LonWorks based (ANSI/EIA 709.1) meeting the design intent of a “Flat-LON,” peer-to-peer architecture, in accordance with the UFC 3-410- 02FA, LONWORKS. The Direct Digital Control for HVAC and other local building systems (to include electric hot water heater and facility lights, as a minimum) shall meet UFGS 23-09-23 for the building level controls, and be compatible with a UMCS that meets UFC 3-401-01FA, LONWORKS. Additionally, the UMCS shall meet UFGS 25-10-10 for the front-end automation device controlling the HVAC and all other local building systems equipment. These devices shall be open, non-proprietary, and interoperable multi-vendor DDC systems that fully integrate with MOTSU’s UMCS. Unless otherwise directed, the systems shall be controlled at the building level with the capability to connect to MOTSU’s UMCS in the future via a simple plug and play connector. All LONWORKS devices shall have control wiring leading back to a wall mounted backer-board located in the mechanical room of the new or rehabbed facility.

2) All new or rehabbed facilities shall have an Advanced Metering Device (AMD) installed on the secondary side (within the Main Distribution Panel – MDP). This AMD shall have a Direct Digital Control (DDC) device installed (to provide connections for future terminal UMCS). If one transformer feeds multiple facilities, each facility shall have its own separate AMD. Each sub-panel in a facility shall have an AMD installed. Any panel (600 amperes or larger) with an electrical load equal to 25% or greater of the rated panel capacity shall also have an AMD installed on that load. Unless otherwise directed, these AMD systems shall be controlled at the building level with the capability to be connected to MOTSU’s UMCS in the future via a simple plug and play connector. All AMD devices shall have control wiring leading back to the wall mounted LONWORKS backer-board located in the mechanical room.

Specifications for the advanced meter are:

a. Quantities measured:

1) Power (kilowatt), average demand over 15 minute intervals

2) Energy (kilowatt – hours)

3) Phase voltage, amps, frequency, true power, reactive power, apparent power, and power factor

b. Measurement configuration:

1) For single phase application, 120 – 240 VAC

2) For three phase application, 208 – 600 VAC, 3 wire delta or 4 wire wye

c. Operating temperatures:

1) -20 degrees C to +60 degrees C

2) For exterior mounting; use moisture proof enclosures

d. Humidity operating range: 5% to 90% (non-condensing)

e. Accuracy: Revenue grade:

1) ±0.5% at unity power factor

2) ±0.5% at 0.5 power factor

f. Frequency: 60 HZ, ±5%

g. Meter shall meet all LonWorks applications: ANSI/CEA-709.1b protocol

(LonTalk) output for communications using Standard Network Variable Types (SNVTs) for measured values.

h. Suggested manufacturer includes:

1) Continental Control Systems, LLC WattNode Plus http://www.ccontrolsys.com/products/wnp_for_lon.html

(888) 928-8663

2) Other manufacturers make similar products and should also be considered.

The above specifications for an AMD should be considered minimum requirements.

C. Electrical:

1) All low voltage (600 volts or less) electrical equipment furnished shall be listed and labeled by Underwriters Laboratories, Inc. (UL).

2) New construction will use pad-mounted transformers (22,800/13,200 grounded WYE primary), the secondary voltage depends on each facility requirement, however it normally will be a WYE connection. The transformer shall have dead front type primary construction (no high voltage wiring exposed with the enclosure doors open). Phase rotation for new three phase systems shall be clockwise. Phase rotation for rehab work shall match the existing rotation.

3) Each facility shall have a digital electrical service meter. Normally, this meter will be provided and installed by BEMC. The facility contractor shall install the meter base and conduit on new buildings or on rehabbed buildings. If the service meter is installed on a servicing pad mounted transformer, BEMC shall provide the meter base, meter and installation.

4) Each facility shall have a disconnecting means conveniently located on the outside wall readily accessible to fire department personnel. The disconnecting means device shall typically remove all electrical power to the facility.

5) The exterior of pad mounted transformers and all other exterior switchgear shall be factory primed and painted brown (Federal Specification number 20059 or Sherman William's number 1049), minimum of three mil's thick.

6) There shall be no high leg DELTA circuits allowed on MOTSU.

7) Underground electrical cables shall be buried within conduit. Riser conduit shall be rigid metal conduit (RMC) unless otherwise approved. Minimum burial depths will be as required in NEC 300 and 710. Use only clean backfill and use a marking tape 6 to 12 inches below the surface and 6 to 12 inches above the conduit (if the conduit is buried over 24 inches deep). Rigid Nonmetallic Conduit (RNC) (types DZYR and DZKT) conduit may be allowed underground (with DPW approval) up to the turn-up joint. No RNC conduit shall be allowed above ground level.

8) For secondary voltages and communication cables, a maximum of 270 degrees of bend shall be allowed in one length of underground conductor. If more degrees of bend are required, a manhole or handhold shall be required. All manhole/handhold boxes shall be level and flush with the surrounding ground, no protrusions above ground level shall be allowed. The http://www.ccontrolsys.com/products/wnp_for_lon.html manhole/handhold shall meet the requirements for TIER 15 (as a minimum) as defined in ANSI/SCTE 77-202. The manhole/handhold cover shall have the word "ELECTRICAL" embossed in the top. A maximum cable length of 600 feet shall be allowed. All cables shall be pulled at the same time. Pulling of individual cables shall not be allowed. Splices shall only be allowed within manhole/handholds (as required). Underground duct shall have a 4-inch slope per 100 feet toward the manhole/handhold.

9) All secondary wiring (under 600 volts) shall be run in conduit. Minimum conduit size shall be ¾ inch. Conduits allowed include: IMC, RMC, EMT, RNC (underground use only – not allowed under concrete, however it is allowed if embedded within concrete), Sheet Metal Auxiliary Gutters, Busways, Cablebus, Cellular Concrete Floor Raceways,…