N69450-14-R-1756-0006.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

The purpose of this amendment is as follow s:

1) Provide revisions to the FF&E Note, Information for Offerors and Section 0202.

2) Provide changes to the specifications and draw ings to include amendments.

3) Extend Pre-Proposal Inquiry (PPI) cut-off date is close of business March 3, 2014.

4) Extend the proposal due date to March 18, 2014 at 2:00 PM EST.

5) Photos from the site visit have been posted to FBO under Site Visit Photos.

6) An updated PPI Log (PPI Log as of 2-21-14 – Release) has been posted to FBO.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 13

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

16C. DATE SIGNED

BY 21-Feb-2014

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 N69450-14-R-1756

X 9B. DATED (SEE ITEM 11)

10-Jan-2014

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

21-Feb-2014

CODE

NAVFAC SOUTHEAST

IPT SOUTH CENTRAL

BLDG 135, PO BOX 30

NAS JACKSONVILLE

JACKSONVILLE FL 32212-0030

N69450 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N69450-14-R-1756

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

AMENDMENT 0006

1. The FF&E Note is amended as follows:

a. Paragraph 3 of the FF&E Note is revised to correct the specification section to Section 01 30 00.00 25 Section 1.13.

2. INFORMATION FOR OFFERORS is amended as follows:

(changes are bolded)

a. Pre-proposal inquiries (PPI) may be submitted through March 3, 2014 as revised below:

PRE-PROPOSAL INQUIRIES (PPI)

All inquiries must be submitted in writing and received by the Contract Specialist by March 3, 2014 in order to permit adequate time to reply to the inquiry. Submit all questions to Kendra.mcmahon@navy.mil using the PPI Log Template, Attachment A.

Individual replies will not be made to contractors. As answers become available, replies to PPIs will be made by posting a PPI log to FedBizOpps. Numerous updated PPI logs may be posted throughout the procurement process. It is recommended contractors check FedBizOpps periodically to see if additional postings have been made. It is the contractor’s responsibility to check FedBizOpps for all postings.

b. The proposal due date is extended to March 18, 2014 as revised below:

PROPOSALS SUBMITTED IN RESPONSE TO THIS REQUEST FOR PROPOSAL MUST BE

RECEIVED NO LATER THAN MARCH 18 AT 2PM EASTERN TIME. Proposals not received by the time and date specified shall be treated in accordance with Far 52.215-1 “Instruction to Offerors - Competitive Acquisitions” and may be rejected.

3. Section 0202 is amended as follows:

(changes are bolded)

a. Paragraph I.B.4 is revised as follows:

4. The completion dates are as follows:

Phase A (TSB 2 (Bldg. 2701) from CLIN 0001 and all CLIN 0005 (if exercised)) – Completion Date: 763 calendar days from date of contract award

Phase B (All CLIN 0002 and CLIN 0003 (if exercised)) – Completion Date: 913 calendar days from April 1, 2015

Phase C (Remainder of CLIN 0001, all CLIN 0004, and all CLINs 0006 through 0011 (if exercised)) – Completion Date: 1400 calendar days from date of contract award

The liquidated damages in the following amounts will be assessed for each calendar day of delay:

During Phase A – $22,400.00 During Phase B – $6,500.00 During Phase C – $27,900.00

b. Paragraph III.F.3.(b) Non-cost/price Factors paragraph is revised as follows:

Provide one original, five copies, and one electronic copy (CD) of the solicitation submittal requirements for Factors 1 – 6 identified below. In case of variation, original paper submittal takes precedence over electronic or paper copies. Entire proposal shall not exceed 100 pages in length (front side only) utilizing a minimum Arial Font of 11 with pages numbered except as noted for Attachment C - Construction Experience Data Sheet. Title page, table of contents, dividers and any pages specifically excluded under each factor do not count towards the total page count and should not be numbered. If page count exceeds 100 pages, only the first 100 pages will be reviewed. Documentation for JV Agreements, partnerships, subcontractors or teaming arrangements does not count towards the page count. In addition, the following are also not counted towards the page count: (1) transmittal letters; (2) Ledger size sheets for the schedule under Factor 3 – Construction Schedule; (3) Submittal Requirements for Factor 5 – Small Business Utilization; (4) Construction Contractor Appraisal Support System (CCASS) Evaluation under Factor 6 – Past Performance; and (5) Past Performance Questionnaires (PPQs) under Factor 6

– Past Performance.

c. Section III.F.3.(b)(1)(a) Factor 1 – Experience, Submittal Requirements is revised as follows:

(a) Submittal Requirements

For all projects to be submitted for the Experience factor (both general and specialized), the attached Construction Experience Project Data Sheet (Attachment C) is MANDATORY and SHALL be used to submit project information. The project description must describe the scope of work performed to demonstrate its relevancy to the applicable requirements of the RFP. Individual blocks on the form may be expanded; however, total length for each project data sheet cannot exceed two single-sided pages. A minimum Times New Roman font of 10 may be used for the Construction Expereince Data Sheet.

d. Section III.F.3.(b)(1)(a)(2) Factor 1 – Experience, Submittal Requirements – Specialized Construction Experience is revised as follows:

(2) Specialized Construction Experience:

Submit a minimum of one (1) to a maximum of three (3) projects for each of the specialized categories below. The specialized experience projects must have been completed within the past seven years by the offeror (either as a prime contractor or subcontractor), or by a proposed significant subcontractor bound with the offeror by a signed teaming agreement or letter of intent signed by all parties.

e. Section III.F.3.(b)(1)(b)(2) Factor 1 – Experience, Basis of Evaluation – Specialized Construction Experience is revised as follows:

(2) Specialized Construction Experience:

For specialized experience, the Government seeks to evaluate the experience of the offeror, or that of its teaming subcontractor, in performing the specialized work required by the RFP. Offerors who demonstrate their own experience on the specialized work may be rated higher. Offerors relying on the specialized experience of subcontractors must submit copies of the agreements or letters of commitment. The agreements or letters must be signed by officers with authority to bind the companies, and should clearly identify the company names, DUNS numbers, and point of contact information (address, email, phone, and fax). Offerors who demonstrate more or better specialized experience may be rated higher. Also, offerors who demonstrate more recent experience may be rated higher.

f. Section III.F.3.(b)(3)(a) Factor 3 – Construction Schedule, Submittal Requirements is revised to reflect key milestones changes as follows:

(a) Solicitation Submittal Requirements:

Submit a draft construction schedule showing, at a minimum, start and completion dates of the following key milestones:

• Contract award

• Mobilization for Parking Lot and Staging Area Work

• Phase 1 Security Fencing and Gates (Permanent and Temporary), including Cameras and IDS

• Phase 1 Certification of Revised Security Perimeter by Security and SPAWAR

• Phase 1 Demolition of Existing Security Fencing (Deletion of Mobilization of Waterside Pile Driving Equipment Thru Port Security Barrier)

• Phase 1 (Deletion of Bollards & Dolphins) Communications & Power Support for IX-516 Barge

• Government Relocation of IX-516 Barge (Assume completion date of March 30, 2015) (Deletion of Pile Driving at Berthing Pier Extension During Calendar Year 2014)

• Phase 1 Temporary Parking Area

• Phase 1 Permanent Parking West of Old Tom Road (Minimum of 503 New Vehicle plus 47 New Motorcycle Spaces), including Lighting, Striping & Signage

• Phase 2 Mobilization to Contractor Primary Trailer Complex

• Phase 2 Conversion of Sally Port to Secondary Vehicle Entrance, including Removal/Storage of Equipment and Reconnection of Cameras

• Phase 2 Certification of Revised Security Perimeter by Security and SPAWAR

• Phase 3 Installation of Movable Security Fence on X-Ray North

• Phase 3 Old Tom Relocation/Closure of Old Tom Road Within Construction Limits (Deletion of Window for Bridge Crane Contractor to Install/Test Crane in Bldg 2701 (TSB- 2)) (Deletion of Support Systems Complex (SSC) Commissioning)

• Phase 5 Temporary Security Fencing and Pedestrian Access Corridor for Bldg 2314 (TSB-1) Temporary Entrance

• Phase 5 Certification of Revised Security Perimeter by Security and SPAWAR

• Phase 5 Security Work Interior to Bldg 2314 (TSB-1)/Closure of Quarter Deck Entrance

• Phase 5 New Access to Quarter Deck/Reopen Quarter Deck Entrance

• Phase 6 Modification of Temporary Security Fencing at New North Switchgear

• Phase 6 Bldg 2626 (SAEP/Gatehouse) and Relocated Sally Port Guard House, Vehicle Inspection, and Permanent Cameras, IDS & Fencing

• Phase 6 Certification of Revised Security Perimeter by Security and SPAWAR

• Bldg 2701 (TSB-2) (Deletion of Bridge crane installation in Bldg 2701)

• Window for Bridge Crane Contractor to Install/Test Crane in Bldg 2701 (TSB-2)

• Support Systems Complex (SSC) Commissioning

• Mobilization of Waterside Pile Driving Equipment Thru Port Security Barrier

• Pile Driving at BPE

• BPE and Utilities

• Building 2711 (TSB-2A) Phase 7 Permanent Secondary Entrance North Gate and Fencing

• Phase 7 Certification of Revised Security Perimeter by Security and SPAWAR

• Relocation of Bldg 2314 (TSB-1) Occupants to Bldg 2711 (TSB-2A)

• Renovation of Bldg 2314

• Remaining Site Work Complete

• Contract Closeout

For scheduling purposes, assume an award date of July 31, 2014, and note that the project has firm operational need dates of October 1, 2016 for Bldg 2701, and of September 30, 2017 for the BPE and SSC facilities. The schedule shall also provide required utility outages (duration and timing) and setup and relocation of temporary security fences and systems. The schedule shall be submitted on up to three ledger size (11x17) sheets and will not count towards the page limit.

In addition to the schedule, submit a narrative discussing transition plans between phases, especially with regards to site access, security and utility outages. Narrative may also include information regarding unique means and methods that will be employed to achieve early completion of critical path items. This transition narrative shall be limited to two pages.

g. Section III.F.3.(b)(4)(a) Factor 4 – Safety, Submittal Requirements is revised as follows:

(a) Submittal Requirements:

The Offeror shall submit the following information: (For a partnership or joint venture, the following submittal requirements are required for each Contractor who is part of the partnership or joint venture;

however, only one safety narrative is required. EMR and DART Rates shall not be submitted for subcontractors.)

(1) Experience Modification Rate (EMR):

For the three (3) previous complete calendar years, 2011, 2012, and 2013, submit your EMR (which compares your company’s annual losses in insurance claims against its policy premiums over a three (3) year period). If you have no EMR, affirmatively state so and explain why. Any extenuating circumstances that affected the EMR and upward or downward trends should be addressed as part of this element. Lower EMRs will be given greater weight in the evaluation.

(2) OSHA Days Away from Work, Restricted Duty, or Job Transfer (DART) Rate:

For the three (3) previous complete calendar years, 2011, 2012, and 2013, submit your OSHA Days Away from Work, Restricted Duty, or Job Transfer (DART) Rate, as defined by the U.S. Department of Labor, Occupational Safety and Health Administration. If you cannot submit an OSHA DART Rate, affirmatively state so, and explain why. Any extenuating circumstances that affected the OSHA DART Rate data and upward or downward trends should be addressed as part of this element. Lower OSHA DART Rates will be given greater weight in the evaluation.

(3) Technical Approach for Safety:

Describe the plan that the Offeror will implement to evaluate safety performance of potential subcontractors, as a part of the selection process for all levels of subcontractors. Also, describe any innovative methods that the Offeror will employ to ensure and monitor safe work practices at all subcontractor levels and track, trend, evaluate and implement corrective actions for safety deficiencies.

The Safety narrative shall be limited to two pages.

h. Section III.F.3.(b)(5)(b)(ii)(a) Factor 5.B – Small Business Participation, Basis of Evaluation – Subcontracting Targets chart is revised as follows:

FY2014 FY2015 FY2016 FY2017 FY2018

SB 66.67% 66.80% 66.94% 67.07% 67.20%

SDB 17.10% 17.27% 17.44% 17.62% 17.79%

WOSB 15.00% 15.30% 15.45% 15.61% 15.77%

HUBZone 8.85% 8.94% 9.03% 9.12% 9.21%

VOSB 3.00% 3.03% 3.06% 3.09% 3.12%

SDVOSB 3.00% 3.03% 3.06% 3.09% 3.12%

i. Section III.F.3.(b)(6)(a) Factor 6 – Past Performance, Submittal Requirements. The section is revised as follows:

(i) Solicitation Submittal Requirements: IF A COMPLETED CONSTRUCTION

CONTRACTOR APPRAISAL SUPPORT SYSTEM (CCASS) EVALUATION IS AVAILABLE, IT

SHALL BE SUBMITTED WITH THE PROPOSAL. IF THERE IS NOT A COMPLETED CCASS

EVALUATION, the Past Performance Questionnaire (PPQ) included in the solicitation is provided for the offeror or its team members to submit to the client for each project the offeror includes in its proposal for Factor 1, Experience to include General and Specialized Construction Experience. AN OFFEROR

SHALL NOT SUBMIT A PPQ WHEN A COMPLETED CCASS IS AVAILABLE.

IF A CCASS EVALUATION IS NOT AVAILABLE, ensure correct phone numbers and email addresses are provided for the client point of contact. Completed PPQs should be submitted with your proposal. A previously completed PPQ may be submitted in lieu of requesting a new PPQ as long as the PPQ contains similar information to what is required on Attachment G and a copy of the PPQ is included in the proposal. If the offeror is unable to obtain a completed PPQ from a client for a project(s) before proposal closing date, the offeror should complete and submit with the proposal the first page of the PPQ (Attachment G), which will provide contract and client information for the respective project(s).

Offerors should follow-up with clients/references to ensure timely submittal of questionnaires. If the client requests, questionnaires may be submitted directly to the Government's point of contact, Kendra McMahon via email at Kendra.mcmahon@navy.mil prior to proposal closing date. Offerors shall not incorporate by reference into their proposal PPQs or CCASS previously submitted for other RFPs. However, this does not preclude the Government from utilizing previously submitted PPQ information in the past performance evaluation.

Offerors may provide any information on problems encountered and the corrective actions taken on projects submitted under Factor 1 – Experience to include General and Specialized Construction Experience. Offerors may also address any adverse past performance issues. Explanations shall not exceed four (4) single-sided pages in total.

In addition to the above, the Government may review any other sources of information for evaluating past performance. Other sources may include, but are not limited to, past performance information retrieved through the Past Performance Information Retrieval System (PPIRS) using all CAGE/DUNS numbers of team members (partnership, joint venture, teaming arrangement, or parent company/subsidiary/affiliate) identified in the offeror’s proposal, inquiries of owner representative(s), Federal Awardee Performance and Integrity Information System (FAPIIS), Electronic Subcontract Reporting System (eSRS), and any other known sources not provided by the offeror. While the Government may elect to consider data from other sources, the burden of providing detailed, current, accurate and complete past performance information rests with the Offeror.

A copy of the blank Past Performance Questionnaire to be used for requesting client references is included as Attachment G.

j. Attachment E – Small Business Subcontracting Plan Template paragraph 1(d) Woman-Owned SB is revised as follows:

d. Woman-Owned SB $_______________ ________% of 1.b

This number represents total planned subcontracting dollars under this contract that will go to subcontractors who are WOSB. Attach supporting rationale for goals less than 15.00%. (Included in 2.b, above, as a subset.)

3. Specifications and drawings to include amendments are changed as follows.

a. SPECIFICATIONS

1. Specification Section 00 01 15, paragraph 1.2 Contract Drawings:

a. The following drawings, bearing revision date of 2/19/2014, supersede drawings bearing the same number and title.

NAVFAC DRAWING NO. TITLE

15081617 (GT601) GENERAL DRAWINGS – SHIPBOARD COMMS PARTS LIST

15081962 (ES621) BUILDING 2701 (P100) – SITE POWER RISER DIAGRAM

15082540 (D403) BUILDING 2701 (P100) – SUPPORT SYSTEM ENLARGED PLAN SHEET 3

15082771 (A601) BULDING 2314 (P099) – DOOR SCHEDULE FIRST FLOOR

15082772 (A602) BUILDING 2314 (P099) – DOOR SCHEDULE SECOND FLOOR

15083126 (LS101) BUILDING 2711 (P099) – FIRST FLOOR LIFE SAFETY PLAN

15083182 (A306) BUILDING 2711 (P099) – PARTIAL BUILDING SECTIONS

15083662 (ES722) PIER X-RAY NORTH – PIER X-RAY NORTH ELECTRICAL CIRCUIT SCHEDULE

15083708 (ED612) PIER X-RAY SOUTH – PIER X-RAY SOUTH SINGLE LINE DEMO DIAGRAM

15083712 (ES409) PIER X-RAY SOUTH – PIER X-RAY SOUTH ELECTRICAL PLAN AREA 9

15083713 (ES410) PIER X-RAY SOUTH – PIER X-RAY SOUTH ELECTRICAL PLAN AREA 10

15083715 (ES614) PIER X-RAY SOUTH – PIER X-RAY SOUTH SINGLE LINE DIAGRAM

1. Specification Section 01 11 00.00 25, paragraph 1.8 Government-Furnished Material and Equipment:

a. In the table, change the quantity for Defensive Fighting Position (DFP) from “2” to “4”.

b. Paragraph 1.8.2 Delivery Location: Change to read “Unless specified otherwise, the materials and equipment will be delivered to the site at an entrance gate into the fenced construction area.”

2. Specification Section 01 30 00.00 25, paragraph 1.13.1 General Requirements:

a. Delete the verbiage: “fitness equipment.”

3. Specification Section 01 30 00.00 25, paragraph 1.13.2.1 Authorization:

a. Replace the paragraph with: “The Government will provide separate funding for procurement and installation of the FF&E packages. Construction funds will not be used. At the direction of the Government, after MILCON contract award to the Prime Contractor and the receipt of required funding, the Prime Contractor shall be authorized by the Contracting Officer, as a planned modification to the construction contract, to procure and install all Final FF&E using Federal Government price schedules (NAVSUP BPAs and/or GSA). At the time of this direction by the Government, the amount of the modification will be the actual cost of these items from the Federal Government price schedules, including any freight and installation charges from the furniture supplier as well as the Prime Contractor's HAR. The HAR includes all of the Prime Contractor's effort related to storage, coordination, handling, administration of subcontractors, and all other associated costs and profit for the procurement of FF&E. The Prime Contractor will propose the FF&E HAR in the contract solicitation. The Prime Contractor's proposed HAR may not exceed 5 percent of the total FF&E costs, as noted on the bid schedule.

At the direction of the Government, after MILCON contract award to the Prime Contractor, the Audio Visual (A/V) Equipment will be funded as part of the FF&E Package as a planned modification. The A/V Package must include shipping, freight, handling, installation, applicable state sales tax, and the Prime Contractor's A/V Handling and Administration Rate (HAR) percentage as applied to the final A/V total cost (excluding taxes).”

4. Specification Section 01 33 00, Submittal Register:

a. To match the technical specifications, add “G” to:

i. 21 12 00 SD-02 Shop Drawings, Standpipe system, 1.4.4

ii. 21 12 00 SD-11 Closeout Submittals, System as-built drawings, 1.6.3

5. Specification Section 01 46 00, paragraph 1.1 References:

a. Change “MIL-DTL-24671(SH)” to read: “MIL-DTL-24671C (SH)”.

6. Specification Section 01 57 19.01 25, paragraph 1.2.3 Marine Mammal Observation Plan:

a. Delete this paragraph in its entirety. The Marine Mammal Observation Plan notes on the drawings remain.

7. Specification 07 92 00, paragraph 1.6 Special Warranty:

a. Change to read “Contractor shall provide written guarantee warranting joint sealant installation (materials and labor) against failure of sealant and against water penetration through each sealed joint for five years.”

8. Specification 08 38 00, paragraph 2.4:

a. Change to read “Provide manufacturer’s written warranty for the period of 730 days from the date of installation or 790 days from the date of shipment, whichever comes first.”

9. Specification Section 10 14 00.20, Part 2 Products:

a. Add the following:

i. 2.13 Exterior Building Numbers

“Provide the 4 digit building number on each building. Locate the number on the building as directed by the Contracting Officer. Numbers shall be fabricated from cast aluminum. Typeface shall be Helvetica medium. Number size shall be 10 inches in height. Finish shall be baked enamel or two component acrylic polyurethane, color to match Sherwin Williams SW7068 Grizzle Gray. Mounting shall use threaded studs of number and type recommended by the manufacturer for concealed anchorage. Numbers shall project from the building line and have stud spacer sleeves. Numbers studs and sleeves shall be of the same material. Supply template for mounting.”

10. Specification Section 13 34 19, paragraph 1.10 Warranty:

a. Add paragraph “1.10.4 Contractor’s Warranty for Installation” to read as follows:

“Provide a written 5 year warranty, from date of final acceptance, covering applicable parts and labor for repairs and replacement, if necessary, related to defects, damage, and failure attributable to, or resulting from, installation.”

11. Specification Section 13 50 01, paragraph 1.2 System Description:

a. Change the last sentence to read as follows:

i. “The Shore Power Cable Boom systems shall be complete and ready for turn-over to the Government with completion of the berthing pier extension.”

12. Specification Section 13 50 02, paragraph 1.2 System Description:

a. Change the last sentence to read as follows:

i. “The Survival Mooring System for the submarine shall be complete and ready for turn-over to the Government with completion of the berthing pier extension.”

13. Specification Section 22 00 00, paragraph 2.8.2:

a. Add the following sentence to the end of paragraph 2.8.2: “Interceptor shall be sized for a flow rate of 25 GPM and have a minimum volume of 16 gallons.”

14. Specification Section 22 00 00, paragraph 2.14.9

a. Replace third paragraph with: “All wetted parts of the VJP system including piping and valves shall be commercially cleaned per manufacturer's written standards for cleaning for cryogenic service. At a minimum, all grease and debris shall be removed and components shall be dried.

Ends shall be capped or plugged to maintain cleanliness during shipping. All welds and the entire spool shall be leak tested with a helium mass spectrometer calibrated to a sensitivity of 1x10-8 standard cc/sec. Heat shall be applied during the evacuation of the spool sections to accelerate out gassing. The minimum temperature shall be 200 F. Means shall be employed on the vacuum pumping system to prevent oil from back streaming into the spool vacuum space. Spools shall be sealed off at less than 10 microns.”

15. Specification Section 26 23 00, paragraph 2.2.2.1 Enclosure

a. In the first sentence, delete “type 304 or 304L stainless steel”.

b. In the third sentence, delete “stainless steel”.

16. Specification Section 27 10 00, paragraph 2.5.3 Optical Fiber Connectors:

a. Change the second sentence to read: “Optical fiber connectors shall be field installed fusion splice connector in accordance with GR-326-CORE for connectors and TIA/EIA 568-C.3 for multimode cable. Provide connector types as indicated on drawings.”

17. Specification Section 31 32 11, paragraph 1.7 Warranty:

a. Add the following to the end of the paragraph: “All material warranties shall be manufacturer warranties.”

18. Specification Section 32 31 13.53, paragraph 2.9.3:

a. Change the first sentence to read: “Provide a five-year limited manufacturer’s warranty against all defects in materials or workmanship.”

19. Specification Section 31 62 13.20, paragraph 1.4.1 Experience Qualifications:

a. Delete the third paragraph in its’ entirety (reading as “Names of piling fabricator and installation

Subcontractor along with their experience statements of past specified work shall be submitted at the time of Bid and will be considered in the evaluation of Bids.”)

20. Specification Section 31 62 16.19, paragraph 1.4 Basis for Bids:

a. Delete the paragraph in its entirety.

21. Specification Section 35 20 23, paragraph 1.2 Submittals:

a. Add the following:

i. SD-01 Preconstruction Submittals

1. Work Plan; G N E

ii. SD-09 Reports Permit Photos; G N E

Contractor shall submit photos of spillway outfalls before and after dredging operations to remain in compliance with the permit.

22. Specification Section 35 20 23, paragraph 1.4 Artificial Obstructions:

a. Delete the third sentence reading: “Prior to dredging, the Contractor shall rake the dredge areas and shall remove debris encountered.”

23. Specification Section 35 20 23, paragraph 1.6 Permit:

a. Add the following:

“Refer to the attached copy of the permit for reference.”

24. Specification Section 35 20 23, paragraph 1.7 Charges:

a. Delete the sentence “The Contractor shall pay charges imposed for disposal of material in the

Yellow House Creek disposal area.”

b. Add the following:

“Contractor shall pay charges to, and imposed by, the US Army Corps of Engineers for coordination and administration related to dredge disposal at the Yellow House Creek disposal area.”

25. Specification Section 35 20 23, Part 1 General:

a. Add the following paragraph:

“1.10 Coordination Meeting Prior to performing any work associated with dredging, hold a coordination meeting to include, but not be limited to the Project Manager, QA Manager, Environmental Manager, SSHO, dredging subcontractor, and Government representatives including the Contracting Officer (who will invite applicable Corps of Engineers, Coast Guard, and Joint Base Charleston attendees). At least 15 calendar days before the coordination meeting, submit a draft work plan. The work plan shall address, but shall not be limited to: chains of communication, site access, plant and equipment, schedule, order of work, use of the disposal area, water quality, marine mammal protection, river navigation and all other aspects of dredging and disposal operations.

After the conclusion of the coordination meeting, develop and submit a final dredging work plan for review and approval.”

26. Specification Section 35 20 23, paragraph 3.2.6 Disposal of Excavated Material:

a. Add the following:

i. “Refer to the attached Yellow House Creek Disposal Area reference drawing for approximate location and configuration of the disposal area.”

27. Specification Section 35 20 23, paragraph 3.2.6.6 Monitoring of Dikes and Spillways:

a. Add the following at the end of the first sentence: “and to ensure total suspended solids (TSS) does not exceed 110 mg/l.”

28. Specification Section 35 20 23, paragraph 3.2.6.7 Monitoring Discharges from Spillways:

a. Add the following:

“The Contractor shall conduct dredging operations in a manner that will ensure compliance with South Carolina Department of Health and Environmental Control (SCDHEC), "Water Quality Monitoring Plan for Dredged Material Disposal Sites in the Charleston District" (WQMP) at no additional cost to the Government. A copy of the WQMP is available upon request from the Low Country Resident Office.”

29. Specification Section 40 05 13, paragraph 2.7.1 Elastomeric Hose:

a. Add the following to the end of the first paragraph:

“Hoses shall be of sufficient length to allow removal and replacement of the equipment (minimum 18 inches).”

30. Specification Section 40 05 13, paragraph 2.11.5.4:

a. Change the first sentence of paragraph 2.11.5.4 to read: “Ball valves shall be bronze or stainless steel as indicated by pipe class.”

31. Specification Section 40 05 13, paragraph 2.13 Sample Ports:

a. Change third sentence to read as follows:

“The valve body shall have Swagelok tubing connection ends.”

b. Add the following to the end of the paragraph:

“Sample port shall consist of a six inch section of tubing, ball valve, six inch section of tubing and threaded end cap.”

32. Specification Section 40 05 13, paragraph 3.14.1 DI and CPW Systems Cleanliness Controls:

a. Replace the last sentence of the paragraph with the following:

“The CWP system cleanliness boundary shall be downstream from the inlet of final demineralizers DI-FDM-1 and DI-FDM-2 and downstream from the inlet of nitrogen system filter NS-FLT-2.”

33. Specification Section 40 05 13, Piping Design Table PC-7:

a. Replace table PC-7 with the attached version.

34. Specification Section 43 41 00, paragraph 3.4 Inspections:

a. Delete the sentence: “The tank manufacturer shall have an in-place inspection system meeting the requirements of MIL-I-45208.”

35. Revised Specification Section 12 51 00, Wood Casegoods and Tables is being provided for reference only.

This specification section will be provided at a later date as part of the FF&E package. Do NOT include any pricing directly related to this specification section.

b. DRAWINGS

1. Drawing G100, General Construction Notes 1, Note G under Section VIII. Security relating to waterfront work:

a. Change the 5th sentence that reads “All material deliveries shall be by a transport barge” to read as follows:

“Time-sensitive raw material deliveries (such as ready-mixed concrete) will be allowed access via the existing piers if the Government is convinced the risk is too great considering access by other potential means. Otherwise, all material deliveries shall be by a transport barge.”

2. Drawing G100, General Construction Notes 1, Note H under Section VIII.

a. Replace full text of note with:

“Military Construction (MILCON) projects P100 and P099 will require waterborne access to the established secured perimeter via the existing NPTU Charleston port security barrier (PSB). The work involved includes but is not limited to, demolition of the existing finger pier, berthing pier extension (BPE) construction and installation of survival mooring.”

3. Drawing ES505, Detail A1 North Switching Equipment Detail:

a. Change the circuit callout between Pole 1.4222 and the 15kV Primary Switching Equipment North from “FDR RB-EAST, 6”C” to read “FDR RB-EAST, 2-6”C”.

b. Change the circuit callout between the 15kV Primary Switching Equipment North and the 3-phase

Voltage Regulator North from “FDR RB-EAST, 6”C” to read “FDR NPTU NORTH, 2-6”C”.

c. Change the circuit callout between the 15kV Primary Switching Equipment North and the concrete encased duct bank from “FDR WF-NORTH, 6”C” to read “FDR WF-NORTH, 2-6”C”.

d. Change the circuit callout between Pole 1.4221 and the concrete encased duct bank from “FDR

WF-EXPRESS, 6”C” to read “FDR WF-EXPRESS, 2-6”C”.

4. Drawing ES505, Detail A3 South Switching Equipment Detail:

a. Change the circuit callout between the concrete encased duct (Section A2/ES302) and the 15kV Primary Switching Equipment South from “FDR WF-SOUTH, 6”C” to read “FDR WF-SOUTH, 2-6”C”.

b. Change the circuit callout between the 15kV Primary Switching Equipment South and the 3-Phase Voltage Regulator South from “FDR WF-SOUTH, 6”C” to read “FDR NPTU-SOUTH, 2-6”C”.

c. Change the circuit callout between the 15kV Primary Switching Equipment South and the concrete encased duct bank (Section B1/ES302) from “FDR WF-EXPRESS, 6”C” to read “FDR

WF-EXPRESS, 2-6”C”.

d. Change the circuit callout between the concrete encase duct bank (Section A2/ES302) and concrete encased duct bank (Section B1/ES302) from “FDR WF-NORTH, 6”C” to read “FDR

WF-NORTH, 2-6”C”.

5. Drawing ES541:

a. Change Keyed Note 1 to read: “Pole shall be designed for 125 mph winds (3 second gust), in accordance with ASCE-7, with fixtures installed.”

6. Drawing ES621:

a. Change the Duct Bank Reference Number between the 15kV Primary Switching Equipment North and the Three Phase Voltage Regulator North from “6” to read “7”.

b. Change the Duct Bank Reference Number between the 15kV Primary Switching Equipment South and the Three Phase Voltage Regulator South from “3” to read “4”.

7. Drawing ES721:

a. Revise the Site Electrical Circuit Schedule as follows:

i. For Duct Bank Reference Numbers 2, 3, 5, and 6, change the Conduit and Cable entry to read “2 Sets (3-1/C #350 KCMIL, 6”C).”

8. Building 2701 (P100), Drawing P116: Change first sentence of Keyed Note 5 to read “2”Ø NPW DN TO

DI SYSTEM CONNECTION.”

9. Building 2701 (P100), Drawing D301:

a. Change demineralizer D-DI-15 tag to DI-D-15

b. Revise equipment connections on demineralizers DI-D-16, DI-D-15, DI-D-14 and DI-D-13 from flange to union.

10. Pier X-ray North Drawing SD101:

a. Change all references for existing equipment to “Remove and Salvage” to read “Remove and Dispose of”.

11. Pier X-ray North Drawings S111 and S112:

a. Add the following note:

“5. Contractor may, at his option, construct the pile caps as cast-in-place. Shop drawings and calculations, signed and sealed by a registered professional engineer, must be provided to demonstrate that the proposed pile caps meet or exceed the design requirements and capacities of the pile caps as they are shown on the drawings.”

12. Pier X-ray North Drawings S111 and S112:

a. Add the following note:

“6. Pile caps in excess of 35 feet in length may have one transverse splice with a cast-in-place closure pour. Location and detail of the closure pour shall be submitted for review and approval prior to commencement of applicable work.”

13. Drawing C505, Detail A4, Bicycle Rack:

a. Replace note 3 with the following:

i. “3. Bicycle racks shall be galvanized, industrial grade steel, framing using 1-5/8" diameter tubular galvanized steel and vertical bike grids of 3/4" diameter galvanized steel. Frame tube shall be 14 gauge; grid tube shall be 19 gauge; all welded top and bottom. Provide powder-coat black finish for salt environment which shall be baked-on enamel, anodized, or baked-on powder coat paint. Finish shall be capable of surviving ASTM B117 salt fog environment testing for 2500 hours minimum without blistering or peeling. Minimum 2 3/4" opening for each bike tire between vertical bars. Racks shall accommodate locking devices and secure, as a minimum, one wheel and part of the frame simultaneously with bikes on both sides.

14. Drawing I-104 (Building 2314, 2701, 2711):

a. Replace note 6 as follows:

“6. Reference Specification Section 01 30 00.00 25 Administrative Requirements, 1.13 Procurement and Installation of Furniture, Fixtures and Equipment for procurement and installation procedures for FF&E and AV equipment.

15. Drawing I-101 (Building 2626):

a. Add note 8 as follows:

“8. Reference Specification Section 01 30 00.00 25 Administrative Requirements, 1.13 Procurement and Installation of Furniture, Fixtures and Equipment for procurement and installation procedures for FF&E.

16. Add, as a Reference Drawing, drawing # 080022A-BM dated February 18, 2008; data relating to the existing Tide Slides on Pier X-ray South.

17. Add, as Reference Drawings, Sheets 1 through 4 of 5, titled “IX-516 Survival Mooring” and “IX-516 Hurricane Mooring” to show the approximate configuration of the existing IX-516 SMS.

18. Add, as a Reference Drawing, drawing number C-12, titled “Yellow House Creek Disposal Area” from a previous maintenance dredging contract.

c. AMENDMENTS

1. Amendment P0005, Drawing Item 8:

a. Drawing A701 –Building 2626: Revise General Note 14 to read “All epoxy flooring shall be base bid.”

b. There are no bid options for optional flooring in Building 2626.

5. Photos from the site visit have been posted to FBO under Site Visit Photos.

6. An updated PPI Log (PPI Log as of 2-21-14 – Release) has been posted to FBO.

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 05-Mar-2014 02:00 PM to 18-Mar-2014 12:00 AM.

(End of Summary of Changes)