W911KB-17-R-0011_AM_21_JBE041.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE PAGE OF PAGES

1 2

U.S. ARMY ENGINEER DISTRICT, AK

CEPOA-CT (W911KB)

PO BOX 6898

JBER AK 99506-0898

See Item 6

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NUMBER

W911KB-17-R-0011

9B. DATED (SEE ITEM 11)

20-Oct-2016

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

0021 03/07/2018 JBE041

6. ISSUED BY CODE W911KB 7. ADMINISTERED BY (If other than Item 6) CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offers 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 electronic communication 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 letter or electronic communication, provided each letter or electronic communication 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 NUMBER AS DESCRIBED IN ITEM 14.

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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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.)

PROJECT TITLE / LOCATION: ADD/ALTER AWACS ALERT HANGAR, JBE, ALASKA (JBE041)

a. This amendment provides changes to the solicitation as indicated on the continuation pages of this document.

b. PHASE 2 REVISED PROPOSAL DUE DATE OF 9 April 2018 AT 1400 ALASKA TIME. Revised Proposals shall be submitted in accordance with Section 00 21 00, paragraph 1.10, Proposal Format.

c. YOU ARE REQUIRED TO ACKNOWLEDGE RECEIPT OF THIS AMENDMENT ON THE REVERSE SIDE OF THE

STANDARD FORM 1442.

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

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

16C. DATE SIGNED

10/6/2017 Previous edition unusable STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

REQUEST FOR PROPOSAL

TABLE OF CONTENTS

GENERAL REQUIREMENTS AND TECHNICAL PROVISIONS

DIVISION 01 – GENERAL REQUIREMENTS

01 10 00 AM#21… STATEMENT OF WORK …AM#21

01 19 30.00 29 SPECIAL ITEMS

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 16.00 29 DESIGN AFTER AWARD

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 36 00.00 29 RADIOACTIVE MATERIALS PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS

CM)

01 45 04.00 29 CONTRACTOR QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20.01 29 ENVIRONMENTAL PROTECTION

01 57 34.00 29 STORM WATER POLLUTION PREVENTION MEASURES

01 58 00 PROJECT IDENTIFICATION

01 74 19.01 29 AM#21… CONSTRUCTION AND DEMOLITION WASTE

MANAGEMENT …AM#21

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 – EXISTING CONDITIONS

02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

02 82 13.00 10 AESBESTOS ABATEMENT

02 83 13.00 20 LEAD IN CONSTRUCTION

DIVISION 31 – EARTHWORK

31 09 20.00 29 FIELD SCREEN TESTING OF SOILS FOR CHEMICAL

CONTAMINATION

AM#21

APPENDIXES

APPENDIX A ROOM CRITERIA SHEETS

APPENDIX B AM#21… FACILITY DESIGN CRITERIA …AM#21

APPENDIX C FUNCTIONAL RELATIONSHIP MATRIX

APPENDIX D ELMENDORF ARCHITECTURAL COMPATABILITY STANDARDS

APPENDIX E JBER LOCK STANDARDS

APPENDIX F AM#21… 1958 NOSE DOCK CONSTRUCTION STRUCTURAL

NARRATIVE

APPENDIX G AMRS COMPATIBLE DEVICES …AM#21

APPENDIX H JBER ELMENDORF EXTERIOR ELECTRICAL CONSTRUCTION

STANDARDS

APPENDIX I JBER TELECOM STANDARDS

APPENDIX J HANGAR ACCEPTANCE TEST PROCEDURES

APPENDIX K HI-EX FOAM CHECKLIST EXAMPLE

APPENDIX L HAZMAT REPORT

APPENDIX M DRAFT CHEMICAL DATA REPORT

APPENDIX N DRAWINGS

APPENDIX O ELECTRICAL AS-BUILTS

ELECTRONIC ATTACHMENTS

THE FOLLOWING ELECTRONIC FILES ARE AVAILABLE ON CD. PLEASE CONTACT

MICHELLE MANDEL AT 907-753-2502 IF INTERESTED IN PICKING UP A CD.

AWACS AS-BUILTS

GEOTECH REPORT

JBE036 HANGAR 8 SEISMIC EVALUATION FINAL REPORT

POA CONTROLS SPEC (23 09 23.00 29)

AM#21… 4-211-01 UFC 2016-02-22

AWACS ALERT FACILITY REQUIREMENTS DOCUMENT …AM#21

Amendment #21 (AM#21) 26 February 2018

Summary of Changes

a. The following drawings are substituted for the superseded documents/sections:

C-101 – Revised C-101 to show fire protection water line fire hydrants.

b. The following drawings are added:

NONE

c. The following revised documents/sections are substituted for the superseded documents/sections:

The identifier “AM #21” appears before and after new and/or revised materials, except as noted below. Additions are in italics. Deletions are strikethrough text.

Section 00 01 10, Table of Contents

Section 00 11 01, Proposal Schedule

• Revised Proposal Schedule to add fall protection system (base and optional items).

Section 00 21 00, Instructions to Bidder, page replacement

• Appendix A, Room Criteria Sheets, COMM Support Server Room - has been edited to reflect where reference criteria “AWACS Facility D775-01153-1_JBER” applies and ceiling type has been changed to “Painted GWB”.

• 01 74 19.01 29 – Added Paragraph 1.6 titled “DEMOLITION OF EXISTING AFFF FIRE

SUPPRESSION SYSTEM.”

Section 01 10 00 has been replaced in its entirety. The specific paragraphs are annotated with the identifier “AM#21” before and after the revisions. Additions are in italics. Deletions are strikethrough text.

• 01 10 00, 1.2 – Added the paragraph regarding catwalks back.

• 01 10 00, 2.2.4.3 – Added paragraph regarding fire protection water line and fire hydrants.

• 01 10 00, 2.3.23 – Deleted 2nd and 3rd paragraphs that were added in previous amendment regarding GFGI systems furniture.

• 01 10 00 2.3.40.1 Added Fall Protection System requirements.

• 01 10 00, 2.4.1.1 – Revised paragraph for Risk Category III.

• 01 10 00, 2.4.1.6 - Catwalk option added back.

• 01 10 00, 2.4.1.7 - Fall protection system and structure supports added.

• 01 10 00, 2.4.1.8 – Edited previously un-numbered paragraph, to include adding paragraph number.

• 01 10 00, 2.4.1.9 – Added paragraph regarding structural loads.

• 01 10 00, 2.4.2 – Revised overturning requirements (previously paragraph 2.4.2.1)

• 01 10 00, 2.4.5.7 - Added wording for providing catwalks.

• 01 10 00, 2.4.6.6 - Catwalk flooring requirements added.

• 01 10 00, 2.4.9 - Changed to Risk Category III.

• 01 10 00, 2.4.9.2 - Catwalk loading added back.

• 01 10 00, 2.4.9.3 – Added a note regarding snow loads.

• 01 10 00, 2.4.9.4 - Changed wind speed to 135 MPH for risk category III.

• 01 10 00, 2.4.9.5 – Clarified seismic design of new structures.

• 01 10 00, 2.5.3.2.2 – Added GSS Server Room to table and added Note 4.

• 01 10 00, 2.6.2 – Added references AWACS D775-1164-1 and AMRS Compatible Devices to criteria list.

• 01 10 00, 2.6.6.2.1.4 – Added new paragraph requiring conformance to AMRS

Compatible Devices.

• 01 10 00, 2.6.6.2.8 – Added new paragraph requiring conformance to Document D775- 01164-1.

• 01 10 00, 2.6.6.3.4 – Added sentence requiring conformance to AMRS Compatible

Devices.

• 01 10 00, 2.6.9.9 – Added new paragraph requiring conformance to Document D775- 01164-1.

• 01 10 00, 2.7.2 – Revised References

• 01 10 00, 2.7.3.3 – Added clarification regarding disposal of water from existing water storage tanks.

• 01 10 00, 2.7.3.4 – Revised disposal requirements for existing AFFF piping, equipment, water and foam.

• 01 10 00, 2.7.3.7 – Clarified existing fire alarm system.

• 01 10 00, 2.7.3.8 – Added requirement to coordinate with JBER alarm shop regarding foam control panels and associated equipment.

• 01 10 00, 2.7.4.2 and 3 – Deleted UFC references.

• 01 10 00, 2.7.4.5 – Clarified Knox box requirements.

• 01 10 00, 2.7.4.1.1 – Revised references.

• 01 10 00, 2.7.4.7.2 – Revised reference.

• 01 10 00, 2.7.4.7.5 – Clarified quality control inspections.

• 01 10 00, 2.7.4.8.4 – Clarified Fire Protection installer requirements.

• 01 10 00, 2.7.4.9 – Clarified Designer qualifications.

• 01 10 00, 2.7.4.10.3 – Deleted paragraph regarding elevator shafts and machine rooms.

• 01 10 00, 2.7.4.10.5 – Deleted paragraph.

• 01 10 00, 2.7.4.10.6 – Deleted 2.5.2 reference.

• 01 10 00, 2.7.4.10.12 – Deleted UFC Reference.

• 01 10 00, 2.7.4.10.14 – Deleted reference to opening rating and panic hardware requirements.

• 01 10 00, 2.7.4.11.1 – Deleted UFC paragraph number.

• 01 10 00, 2.7.4.11.5 – Added paragraph regarding hydrants.

• 01 10 00, 2.7.4.19 – Deleted paragraph.

• 01 10 00, 2.7.4.24 – Added catwalk (option) back in.

• 01 10 00, 2.7.4.25 – Deleted UFC paragraph number.

• 01 10 00, 2.7.4.26.6 – Added “including Mechanical Tees” to prohibited items.

• 01 10 00, 2.7.5.1.7 – Deleted paragraph regarding surge arrester.

• 01 10 00, 2.7.5.1.12 and 13 – Deleted paragraphs.

• 01 10 00, 2.7.1.5.17 – Deleted last sentence.

• 01 10 00, 2.7.5.1.19 – Revised paragraph.

• 01 10 00, 2.7.5.2.1 – Revised paragraph.

• 01 10 00, 2.7.5.2.10 – Revised paragraph to disallow the use of braided flexible sprinkler hose.

• 01 10 00, 2.7.5.2.14 – Revised paragraph.

• 01 10 00, 2.7.5.2.17 – Deleted paragraph.

• 01 10 00, 2.7.5.2.18 – Deleted UFC reference.

• 01 10 00, 2.7.5.2.23 – Revised paragraph.

• 01 10 00, 2.7.5.3.1 – Added UFC reference.

• 01 10 00, 2.7.5.3.2 – Revised reference.

• 01 10 00, 2.7.5.3.3 – Revised to Fire Pump versus Fire Pumps.

• 01 10 00, 2.7.5.3.5 – Deleted paragraph.

• 01 10 00, 2.7.5.3.6 – Revised paragraph.

• 01 10 00, 2.7.5.3.7 – Deleted paragraph.

• 01 10 00, 2.7.5.3.9 – Revised paragraph.

• 01 10 00, 2.7.5.4.1.1 – Revised reference.

• 01 10 00, 2.7.5.4.1.3 – Revised references.

• 01 10 00, 2.7.5.4.1.8 – Revised Sentence.

• 01 10 00, 2.7.6.1.2 – Deleted paragraph.

• 01 10 00, 2.7.6.1.3 – Revised paragraph.

• 01 10 00, 2.7.6.1.4 – Revised paragraph.

• 01 10 00, 2.7.6.1.22 – Revised paragraph.

• 01 10 00, 2.7.6.1.28 – Deleted UFC paragraph reference.

• 01 10 00, 2.7.6.1.33 – Revised paragraph.

• 01 10 00, 2.7.6.3 – Revised paragraph.

• 01 10 00, 2.7.6.4 – Revised paragraph.

• 01 10 00, 2.7.6.4.11 – Revised paragraph.

• 01 10 00, 2.7.6.4.13 – Revised mass notification messages paragraph.

• 01 10 00, 2.7.6.5.1 – Revised paragraph and list.

• 01 10 00, 2.7.6.5.2 – Deleted paragraph.

• 01 10 00, 2.7.6.5.4 – Revised paragraph.

• 01 10 00, 2.7.6.5.5 – Revised paragraph.

• 01 10 00, 2.7.6.5.6 – Deleted last sentence.

• 01 10 00, 2.7.6.5.8 – Revised paragraph.

• 01 10 00, 2.7.6.5.11 – Revised paragraph.

• 01 10 00, 2.7.6.5.12 – Deleted paragraph.

• 01 10 00, 2.7.6.6.2 – Revised paragraph.

• 01 10 00, 2.7.6.6.5 – Revised paragraph.

• 01 10 00, 2.7.6.6.6 – Deleted paragraph.

• 01 10 00, 2.7.6.6.8 – Revised paragraph.

• 01 10 00, 2.7.6.6.10 and 11 – Deleted paragraphs.

• 01 10 00, 2.7.6.6.12 – Added paragraph.

• 01 10 00, 2.7.7 and 2.7.7.1 – Revised paragraphs.

• 01 10 00, 2.7.7.3 – Revised paragraph.

• 01 10 00, 2.7.7.7 – Revised paragraph.

• 01 10 00, 2.7.8.3 – Revised paragraph.

Section 00 73 46, Wage Determination, AK180001 02/09/2018 AK1

d. The following documents/sections are added:

APPENDICES:

Appendix B - Facility Design Criteria Appendix F – 1958 Nose Dock Construction Structural Narrative Appendix G – AMRS Compatible Devices

e. The following sections are deleted:

APPENDICES (Electronic)

4-211-01 UFC 2016 02-22

AWACS Alert Facility Requirements Document

f. Other:

ALL OTHER TERMS AND CONDITIONS SHALL REMAIN THE SAME

(End of Summary of Changes)

THIS PAGE INTENTIONALLY BLANK

W911KB-17-R-0011

PS-1

PROPOSAL SCHEDULE

ADD/ALTER AWACS ALERT HANGAR

JBER-ELMENDORF, ALASKA

BASE ITEMS

Item No.

Description Estimated Quantity

Unit Unit Price Amount

0001 Design AWACS Alert hangar, Complete 1 Job $_________ $_________

0002 Renovation of bldg 14410, Complete 1 Job $_________ $_________

0003 Construct additional AWACS Alert Crew and Squadron Operation areas within the 5-foot line, Complete

1 Job $_________ $_________

0004 Construct Sitework beyond the building 5-foot line, Complete 1 Job $_________ $_________

0005 Design Foundation Overturning Upgrades, Area 5, Complete 1 Job $_________ $_________

0006 Construct Foundation Overturning Upgrades, Area 5, Complete 1 Job $_________ $_________

0007 Remove, Sample stockpile 10 Cubic Yards of POL Contaminated Soil including Construction of Holding Cells, Complete*

10 CY $_________ $_________

0008 Sample suspect materials for asbestos 1 EA $_________ $_________

0009 Remove asbestos containing building materials, complete 10 LF $_________ $_________

0010 Remove asbestos containing building materials, complete 100 SF $_________ $_________

0011 Dispose of asbestos containing building materials 1 CY $_________ $_________

0012 Design and construct Fall Protection System (Single Rail), Complete

1 Job $_________ $_________

Total of Base Items 0001 thru 0012 $_________

OPTION ITEMS

Item No.

Description Estimated Quantity

Unit Unit Price Amount

0013 Construct Hangar Catwalk System and associated structural upgrades, Complete

1 Job $_________ $_________

PS-2

0014 Design and construct Fall Protection System (Two Rail), Complete

1 Job $_________ $_________

Total of Option Item 0014 3 $_________

Total of Base and Optional Items 0001 thru 0014 3 $_________

Proposed Contract Duration: ____________________

* Work on CLIN 0007 shall be the cost for work identified in Specs 02 61 13 “Excavation and Handling of Contaminated Material” and Section 01 57 20.01 29 “Environmental Protection” that is additional to the requirements of the normal project excavation and the field screening identified in Section 31 09 20.00 29 “Field Screen Testing of Soils for POL Contamination”. For CLIN 0007, the Contractor shall keep a record of the amount of contaminated soil being excavated and disposed of. If the amount of contaminated soil being excavated & disposed of is above 115% or below 85% of the estimated quantity, the equitable adjustment will be in accordance with FAR CLAUSE 52.211-18, VARIATION IN ESTIMATED QUANTITY.

*** For CLIN 0009 – CLIN 0011, the Contractor shall keep a record of the amount of the asbestos containing building materials removed and disposed of. If the amount of asbestos containing building materials being removed & disposed of is above 115% or below 85% of the estimated quantity, the equitable adjustment will be in accordance with FAR CLAUSE 52.211-18, VARIATION IN ESTIMATED QUANTITY.

EVALUATION OF OFFERS.

1. AWARD: Award will be made in accordance with Section 00 22 10 - EVALUATION

FACTORS FOR AWARD.

2. INCOMPLETE OFFERS: Failure to submit an offer on all items in the schedule constitutes an incomplete offer. Incomplete offers may be rejected. Lump sum or unit prices must be shown for each item within the schedule.

3. EXTENSIONS: All extensions of the unit prices shown will be subject to verification by the Government. In case of variation between the unit price and the extension, the unit price will be considered to be the offer.

4. SPECIAL CONDITION: If a modification to an offer based on unit prices is submitted which provides for a lump sum adjustment to the total estimated cost, the application of the lump sum adjustment to each unit price in the proposal schedule must be stated. If it is not stated, the offeror agrees that the lump sum adjustment shall be applied on a pro rata basis to every unit price in the proposal schedule.

END OF PROPOSAL SCHEDULE

Section 00 21 00 W911KB-17-R-0011

JBE 041

A list of interested vendors (potential offerors and subcontractors) is available on the federal business opportunities web site (registration required) is available at: http://www.fbo.gov/ via Quick Search (Solicitation No. W911KB-

17-R-0011).

1.5. OFFEROR'S QUESTIONS AND COMMENTS

Questions and/or comments relative to these documents should be submitted via the Bidder Inquiry system as indicated below.

All questions and/or comments should be submitted no later than seven (7) calendar days prior to the proposal due date.

1.5.1. Bidder Inquiry

Technical inquiries and questions relating to this solicitation are to be submitted via Bidder Inquiry in ProjNet at

(https://www.projnet.org) no later than 10 calendar days prior to the proposal due date. To submit and review inquiry items, prospective vendors will need to use the Bidder Inquiry Key presented below and follow the instructions listed below the key for access. A prospective vendor who submits a comment /question will receive an acknowledgement of their comment/question via email, followed by an answer to the comment/question after it has been processed by our technical team. Offerors are requested to review the Bidder Inquiry System for answers to questions prior to submission of a new inquiry.

All timely questions and approved answers will be made available through ProjNet. Approved answers to all timely questions will also be posted as an amendment to the solicitation in the form of a report generated from ProjNet as soon as the comment/question entering period is over and all answers are finalized. In case of any conflicts between answers in ProjNet and the solicitation, the solicitation governs and any revisions to the solicitation will be made by formal amendment.

The Solicitation Number is: W911KB-17-R-0011

The Bidder Inquiry Key is: AM#21…EMHTEE-YXHUZD…AM#21

Specific Instructions for ProjNet Bid Inquiry Access:

1. From the ProjNet home page linked above, click on Quick Add on the upper right side of the screen.

2. Identify the Agency. This should be marked as USACE.

3. Key. Enter the Bidder Inquiry Key listed above.

4. Email. Enter the email address you would like to use for communication.

5. Click Continue. A page will then open saying that a user account was not found and will ask you to create one using the provided form.

6. Enter your First Name, Last Name, Company, City, State, Phone, Email, Secret Question, Secret Answer, and Time Zone. Make sure to remember your Secret Question and Answer as they will be used from this point on to access the ProjNet system.

7. Click Add User. Once this is completed you are now registered within ProjNet and are currently logged into the system.

http://www.fbo.gov/

SECTION 01 10 00

1.0 PROJECT DESCRIPTION

1.1 The AWACS Hangar (Hangar 8) is located in Building 14410 on Joint Base Elmendorf Richardson (JBER). The original building was constructed in the 1950’s and has an approximate area of 6,404 square meters. This project includes the complete renovation of Building 14410’s low bay interior office, maintenance facilities, storage and Secure Working Area (SWA), including a Sensitive Compartmented Information Facility (SCIF). The alert hangar aircraft staging area is to be structurally retrofitted to meet Seismic Design Category D (SDC D), and wind conditions to meet current standards and requirements in accordance with Unified Facilities Criteria (UFC) 3-301-01. The alert hangar will be modified to employ the use of buckling restrained braced (BRB) elements to replace existing concentric braced frame to increase the seismic capacity and accommodate ground motion in compliance with UFC 3-310-04. This project will also renovate and repair Building 14410 to meet requirements for operational space use and building codes including, but not limited to, replacement and/or addition to building mechanical, electrical power, communication, mass notification and fire protection systems in addition to their respective utility connections. Building 14410 renovations are to be designed and constructed in accordance with Government Sustainability Requirements for renovations. The existing hangar bay finishes are to remain without modification except where necessary for structural upgrades or bid option items.

1.2 AM#21… This project also includes, as an OPTION, the design of catwalks as part of the upgrades, and structurally retrofitting and strengthening of Building 14410 (Hangar 8) to support the new catwalks. The catwalks are for the access of hangar bay fire protection systems. …AM#21

1.3 Additional area is required to meet the scheduled AWACS E- 3G upgrade and program space required for the function of the AWACS Alert Crew Facility. The E-3G upgrade requires an additional 12 to 15 dedicated mission planning workstations. The Alert Crew Facility includes area for sleeping rooms, residential kitchen, dining, and bathroom facilities. A separate structure, maximum gross floor area of 1,980 square meters (21,312 square feet), connected to the existing building by an environmentally controlled link is to be designed and constructed to accommodate the Alert Crew Quarters and new Squadron Operations program. A minimum, separation of 10 feet shall be provided between existing structures and the new structure.

1.4 The new structure is currently registered with United States Green Building Council V2009. The new structure is to target LEED Certified Silver, in addition to all other Government Sustainability Requirements. The awardee will be responsible for assigning a LEED Accredited Professional to track LEED planning, performance and documentation for each LEED credit from design through construction closeout processes. In addition to sustainability requirements new construction as part of the project must be in compliance with all federal Unified Facility Criteria (UFC) including but not limited to DoD force protection. Site improvements will also be necessary to accommodate the new structure. These will include at a minimum security fencing, sidewalks, parking areas, storm-water retention and landscaping in addition to site work required for the development of a new structure linked to Building 14410. The existing guard shack may need to be demolished and rebuilt depending on the site plan configuration.

Modification to existing overhead power distribution, underground power waste and supply water, telecommunications distribution, and existing perimeter electronic security and video surveillance systems will be required.

1.5 The renovations and repairs to this facility are extensive and the project program complex; it may be noted that the project program will not include aircraft fuel cell maintenance. It is expected that the Offerors will account for a thorough additional multi day Design Review(s) and Validation Meeting with the Air Force after award. Additional coordination efforts during the Design Validation Meeting will be used to verify the sophisticated program requirements have been met and provide opportunity for the contractor to express any assumptions made in their RFP response.

1.6 Innovative, creative, and life cycle cost effective solutions, which meet or exceed these requirements are encouraged. Further, the Offeror is encouraged to seek solutions that will expedite construction (prefabrication, panelization etc.) and shorten the schedule and/or reduce the project budget.

1.7 The intent of the Government is to emphasize the placement of funds into the functional / operational requirements. Materials and methods are to reflect this by choosing the most appropriate Type of Construction allowed by code and design standards cited for this occupancy/project allowing the funding to be reflected in the quality of interior/exterior finishes and systems selected.

2.0 PARAGRAPH NOT USED

2.1 DEMOLITION DESIGN AND CONSTRUCTION CRITERIA

2.1.1 Project includes demolition as required to accomplish the work. It shall be the Contractor’s responsibility to protect existing features, including roads, sidewalks, paving, curbs, and similar items not in the contract, which if damaged by the Contractor shall be replaced in kind at no cost to the Government. The Contractor shall immediately notify the Contracting Officer, both verbally and in writing, if damage occurs.

2.1.2 The Design-Build Contractor’s Architect or Engineer(s) of Record shall be responsible for the design associated with demolition work. Complete design shall include that required to define and describe execution of the demolition work including shoring and safety measures; and interface with existing utilities and surface features that remain.

2.1.3 Demolition work shall be performed in accordance with referenced standards and regulations and the approved Contractor’s work plan.

2.1.4 Haul Routes: See Sheet G-101, Location and Vicinity Map, for approved haul routes.

2.1.5 Borrow and Disposal Sites: A Government borrow source and clean fill disposal area are available to the Contractor as shown on Sheet G-101. The Contractor is responsible for disposing of material, including construction debris, off Government property at approved locations.

2.1.6 Site-clearing operations shall not be necessary for this project.

2.1.7 It shall be the Contractor's responsibility obtain locates for all buried utilities prior to beginning any earthwork. Existing utility services within the project limits shall be protected from damage.

2.1.8 All asphalt and concrete paving shall be sawcut in a straight line parallel or perpendicular with traffic flow at the limits of removal. Replacement or repair of asphalt/concrete pavements, base material, and subbase material shall match existing thickness.

2.1.9 Contractor shall ensure safe passage of persons around area of demolition and conduct operations to prevent injury to adjacent buildings, structures, and persons. The Contractor shall promptly repair damages caused to adjacent structures by demolition operations at no cost to the Government.

2.1.10 Burning or blasting is not permitted on Base.

2.1.11 Interior Building Demolition

Reference other engineering disciplines SOW for individual interior demolition requirements.

2.2 CIVIL DESIGN AND CONSTRUCTION CRITERIA

General

2.2.1.1 The Design-Build Contractor’s Civil Engineer(s) of record shall be responsible for the civil design associated with the Add/Alter AWACS Alert Hangar Project. Work shall consist of the complete site design and construction, including but not limited to: earthwork; grading; drainage; landscaping;

sidewalk and pavement sections; utility connections, demolition; fencing, striping, signage and coordination with other disciplines. The civil design drawings and calculations shall be sealed and signed by a Civil Engineer registered in the State of Alaska.

2.2.1.2 The site work design should require only routine maintenance through its design life. Where feasible the designer shall incorporate Low-impact Design elements that reduce runoff, require less water and reduce energy use.

2.2.1.3 Arctic climate conditions exist at the project site. The design analysis shall include written descriptions, accompanied by calculations as necessary to show that all elements of the Civil Design are designed according to the principles and procedures of the Cold Climate Utilities Manual, (published by Canadian Society for Civil Engineering, 2050 Mansfield Street, Montréal, Quebec).

2.2.1.4 The Contractor shall at all times take into consideration that other facilities bordering the site must remain fully operational for the duration of the contract unless otherwise noted. A section of Hardstand A1, as indicated on Sheet C-001, shall remain open for POV parking except during striping activities.

2.2.1.5 The 962 Airborne Air Control Squadron, 703 Aircraft Maintenance Unit and Security Forces personnel will vacate Building 14410 prior to the commencing of construction activities. Temporary utility services will not be required for the duration of this project.

Technical Criteria and Standards

The Contractor shall submit the civil design drawings, design analysis, and specifications for the FY17 Add/Alter AWACS Alert Hangar Project which conform to the latest editions of the references listed below, unless otherwise indicated herein.

UNIFIED FACILITIES CRITERIA

UFC 3-201-01 Civil Engineering UFC 3-201-02 Landscape Architecture UFC 3-210-10 Low Impact Development UFC 3-220-01 Geotechnical Engineering UFC 3-220-04FA Backfill for Subsurface Structures UFC 3-220-05 Dewatering and Groundwater Control UFC 3-220-06 Grouting Methods and Equipment UFC 3-220-08FA Engineering Use of Geotextiles UFC 3-220-10N Soil Mechanics UFC 3-230-01 Water Storage, Distribution, and Transmission UFC 3-230-06A Subsurface Drainage UFC 3-240-01 Wastewater Collection UFC 3-250-01FA Pavement Design for Roads, Streets, Walks, and Open Storage

Areas UFC 3-250-03 Standard Practice Manual for Flexible Pavements UFC 3-250-04 Standard Practice for Concrete Pavements

UFC 3-250-06 Repair of Rigid Pavements Using Epoxy Resin Grouts, Mortars and Concretes

UFC 3-250-08FA Standard Practice for Sealing Joints and Cracks in Rigid and Flexible Pavements

UFC 3-260-01 Airfield and Heliport Planning and Design UFC 3-600-01 Fire Protection Engineering for Facilities UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings UFC 4-021-02 Electronic Security Systems UFC 4-022-01 Security Engineering: Entry Control Facilities / Access Control

Points UFC 4-022-03 Security Fences and Gates UFC 4-211-01 Aircraft Maintenance Hangars: Type I, Type II and Type III

UNIFIED FACILITIES GUIDE SPECIFICATIONS (UFGS)

UFGS 31 00 00 Earthwork UFGS 31 11 00 Clearing and Grubbing UFGS 31 23 00.00 20 Excavation and Fill UFGS 32 11 16 [Base Course for Rigid] [and Subbases for Flexible] Paving UFGS 32 11 23 Aggregate and / or Graded-Crushed Aggregate Base Course UFGS 32 12 16 Hot-Mix Asphalt (HMA) for Roads UFGS 32 16 13 Concrete Sidewalks and Curbs and Gutters UFGS 32 17 23 Pavement Markings UFGS 32 31 13.53 High-Security Chain Link Fences and Gates UFGS 32 92 19 Seeding UFGS 33 11 00 Water Utility Distribution Piping UFGS 33 12 33.00 30 Water Meters UFGS 33 30 00 Sanitary Sewers UFGS 33 40 00 Storm Drainage Facilities

OTHER STANDARDS AND REQUIREMENTS

ABAAS Architectural Barriers Act Accessibility Standards ADAAG Americans with Disabilities Act Accessibility Guidelines AFI 31-101 The Physical Security Program AFI 32-1067 Water and Fuel Systems AFI 32-7063 Air Installation Compatible Use Zones (AICUZ) Program AF DESIGN GUIDE (DS) Air Force Fighter/ Hangar Facility DOD Instruction 4165.57 Air Installation Compatible Use Zones (AICUZ) ENERGY INDEPENDENCE AND SECURITY ACT (EISA) Section 438 Compliance FAA AC 150/5320-5D Airport Drainage Design FHWA TS-80-218 Underground Disposal of Stormwater Runoff, Design Guidelines

Manual 3rd WING PACAF INSTRUCTION 91-212 (BASH) PROGRAM MIL-HDBK-1190 Facility Planning and Design Guide

MUTCD Manual on Uniform Traffic Control Devices SDDCTEA PAMPHLET 55-17 Better Military Traffic Engineering UFAS Uniform Federal Accessibility Standards

Topographic Survey

2.2.3.1 A topographic survey is not available electronically for the Contractor’s use. The Contractor shall be responsible for all surveys necessary to complete the requirements of these documents.

2.2.3.2 Protection of Monuments: Existing survey monuments shall be protected from movement and damage. Damaged or disturbed monuments shall be documented and replaced, to the original order of survey accuracy, at no additional cost to the Government.

Site Planning Objectives

2.2.4.1 Pedestrian Traffic Systems: Provide an ADA accessible concrete sidewalk between Hardstand A7 parking area and the pedestrian entrance adjacent to the guard shack. New sidewalk shall tie into the existing pavement.

2.2.4.2 Parking: A parking layout for POVs on Hardstand A1 shall be designed in accordance with SDDCTEA Pamphlet 55-17 and ABAAS. The parking area shall accommodate a minimum of 230 POVs.

Wheel stops are required only along the southern perimeter of the hardstand. Striping is allowed in the area shown on Sheet C-101. Reserved handicap spaces shall have signage in accordance with MUTCD and markings as specified in ABAAS. Striping for 20 GOV parking spaces is required on the east side of the hangar/alert facility in the area shown on sheet C-101.

2.2.4.3 Utility Connections: The Contractor shall not construct a structure over or within 15 feet of any existing utilities. Coordinate with the Contracting Officer to determine final routing of lines, and locations of connections points. The overall design for the contract shall place a higher priority on providing functional, well oriented facilities than on utility cost and routing considerations. New water and sanitary sewer service lines shall be required for the new Alert Facility. Designer should consider connecting the sanitary sewer service to the existing manhole near the guard shack. A new fire suppression system water line for Building 14410 is required and shall connect to the flanged end of a 16-inch HDPE pipe.

The HDPE pipe is expected to be installed, as part of a separate project, during the summer 2016.

AM#21… The contractor shall install new fire service waterline with fire hydrants in accordance with UFC 4-211-01, UFC 3-600-01 and UFC 3-260-01. The waterline shall be looped around Building 14410 and the length of dead end runs to fire hydrants minimized. The waterline may not cross the hardstand and shall be protected from freezing. A conceptual plan is shown in the appendices. The waterline and two hydrants are shown on the conceptual site plan in one of multiple possible configurations. Additional hydrants are required. The contractor shall modify, complete and optimize the design as necessary to satisfy the applicable criteria. …AM#21

2.2.4.4 Chain Link Fence: New chain link fence is required to provide a barrier between the POV parking area and the airfield. The new fence shall match existing style and height.

2.2.4.5 Electronic Security Fence: Building 14410 is classified a level 2 resource. Physical security shall comply with AFI 31-101, UFC 4-021-02, UFC 4-022-01 and UFC 4-022-03 requirements. During demolition of fencing as shown on Sheet C-001, the Contractor shall salvage and reinstall existing electronic security sensors, pole mounted video surveillance cameras and pole mounted light fixtures with prior approval from the Contracting Officer.

2.2.4.6 Existing underfloor lift station decommissioning: An existing lift station, located within the operations and supply area of Building 14410, serves floor drains and overflow from roof drains, shall be decommissioned. The cover shall be vapor sealed. See Mechanical Section for roof drain system requirements once the lift station has been decommissioned.

Site Grading and Drainage

2.2.5.1 The grading and drainage system for this project shall not result in negative impacts to other surrounding properties and buildings.

2.2.5.2 The site drainage system for this project shall consist of overland flow with open grass-lined ditches, catch basins, culverts and LID facilities as required to direct rain and snowmelt runoff to existing or new drainage systems.

2.2.5.3 A section of existing AC pavement and storm drain facilities along the northeast corner of Building 14410 shall be removed and replaced to improve drainage in this area.

2.2.5.4 Stormwater Management and Low Impact Design: Employ design and construction strategies (Best Management Practices, or BMPs) that reduce stormwater runoff, reduce discharges of polluted water offsite and maintain or restore predevelopment hydrology with respect to temperature, rate, volume, quality and duration of flow. See Technical Guidance on Implementing the Stormwater Runoff Requirements for Federal Projects under Section 438 of the Energy Independence and Security Act (EISA). Hydrologic parameters and analysis shall be in accordance with UFC 3-210-10.

2.2.5.5 Finish grade adjacent to the building shall be at least 6 in below the finish floor elevation, except at doors. Positive drainage around the building shall be established. Non-paved finish grade shall slope away from the building to a drainage ditch collection point.

Runoff During Construction

2.2.6.1 Runoff from within the project boundaries, during construction of the project, shall be the responsibility of the Contractor. Silt laden or other environmental degrading waters shall be collected and treated prior to discharge from the project site, or to infiltration areas.

2.2.6.2 Contractor shall prepare and submit a Storm Water Pollution Prevention Plan (SWPPP) to ADEC and the Contracting Officer for review, and conduct all construction activities in accordance with the approved plan. The plan, at a minimum, shall include the following items: methods for excavation;

temporary erosion and sediment control measures; Best Management Practices (BMPs); temporary and permanent drainage features; haul roads and material stockpile sites; existing drainage features and containment control; cleanup and disposal methods for petroleum products or other hazardous substances generated by construction equipment or activities. The plan shall also address BMPs for post-construction activities and operation of the facility, until stabilization occurs. Contractor is responsible for all fees associated with the APDES, SWPPP, and ADEC review and permits. The Contractor shall be responsible for submitting Notice of Intent (NOI) and Notice of Termination (NOT) to ADEC and EPA.

2.2.6.3 The Contractor shall submit a Base Civil Engineer Work Clearance Request for approval prior to excavation.

Contaminated Soils:

2.2.7.1 Localized petroleum, oil, and/or lubricant (POL) contaminated soil is expected to be encountered during construction and alteration of this facility. The design shall consider this possibility and account for it through the professional application of field screening techniques. Note that soil is considered contaminated when respective contaminant concentrations are above the Cleanup Levels provided for the under 40-inch zone in Tables B1 and B2 of 18 AAC 75.

2.2.7.2 Contaminated soils as indicated by field screening results or visual/olfactory cues may be encountered. If so, such soils will require segregation, stockpiling, and characterization in accordance with State of Alaska regulations. For sample collection and subsequent analysis, the contractor must use an USACE approved laboratory and an ADEC qualified sampler. A Chemical Data Report for this project has been completed and is attached in the appendices.

2.2.7.3 The Contractor shall provide a Sampling and Analysis Plan (SAP). The SAP shall be composed of a Field Sampling Plan (FSP) and a Quality Assurance Program Plan (QAPP). The plans shall be site specific and include the method(s) to be used for field screening, frequency of sampling, and identify the levels at which soil will be considered contaminated and subsequently segregated. The Contractor shall include in the SAP a description of the type of instruments selected, limits, action levels, procedures for testing, and the consultant's training to use the instruments and interpret the data. The SAP shall be submitted for approval at least 30 days prior to start of work at the site. The Contractor shall make corrections indicated by comments and identify any items considered to be in conflict with, or a change to, the contract. Excavation shall not begin prior to approval of the SAP by the Contracting Officer. The Contractor shall correct and resubmit items which are unacceptable for detailed review. The 30 day period specified above will not begin until all corrected items are received by the Contracting Officer. The Contractor shall prepare a table of field screening results to be updated as work proceeds. A final copy, including an explanatory narrative, shall be part of the Field Report. If contaminated soil conditions, in the opinion of the Contracting Officer, are encountered within the site boundaries, (s)he may direct sampling and testing beyond that outlined in the SAP to be performed. The Contractor shall perform such additional sampling and testing only when so directed in writing. Sampling and testing shall include quality control and Government quality assurance sampling, as required. An equitable modification of the Contract will be made for any directed additional sampling and testing.

2.2.7.4 The Contractor shall provide field screen soil sampling throughout the duration of excavation activities to determine if contamination is present. The contractor shall be experienced and qualified with a minimum of a four year college degree in Chemistry, Biology, Environmental Science, or related field;

two years experience in the development and preparation of SAPs; experience in and knowledge of EPA methods for collecting environmental and hazardous waste samples; and experience in the operation of field screening equipment. Should the Contractor encounter visible stains, odor of fuels or volatiles, or readings significantly above background in any field screening test in a location not previously identified in the contract documents, the Contracting Officer shall be notified immediately, by phone and in writing.

The Contractor shall reevaluate the SHP as appropriate and await direction from the Contracting Officer before proceeding with excavation.

2.2.7.5 If drums, unexploded ordnance, or unusual debris are found on or around any work site, the Contractor shall stop work immediately and notify the fire department or “911” in accordance with USARAK Pamphlet 200-1 Hazardous Materials and Regulated Waste Management. Additionally, the Contractor shall notify the Contracting Officer immediately of any such action. Work at the site will be suspended until the area is cleared by the JBER Environmental Compliance and notification by the Contracting Officer is given to the contractor allowing work to continue. Site clearance by JBER-E EOD is required if unexploded ordnance is involved.

2.2.7.6 The Contractor shall obtain required federal, state, and local permits for excavation and storage of contaminated material (Stockpiles shall be constructed in accordance with 18 AAC 75). The permits shall be obtained at no additional cost to the Government. Federal, State or local agencies may require their representative(s) to be present to inspect operations. The Contractor shall comply with all such inspection requirements.

2.2.7.7 The Contractor shall notify the Contracting Officer 48 hours prior to the start of excavation of contaminated material. The Contracting Officer will be responsible for contacting regulatory agencies in accordance with the applicable reporting requirements.

Geotechnical

2.2.8.1 A Geotechnical Data Report for this project has been completed and is attached in the appendices.

2.2.8.2 Soil logs are presented in the attached appendices as part of the Geotechnical Data Report to characterize the subsurface conditions at the project site. The logs provide a general overview of the soil and geologic conditions with detailed descriptions at discrete boring locations. The Contractor’s team shall include a licensed geotechnical engineer to interpret the logs and develop earthwork and foundation recommendations and design parameters in which to base the Contractor’s design. If any additional subsurface investigation or laboratory analysis is required to better characterize the site or develop the final design, the Contractor shall perform it under the direction of a licensed geotechnical engineer. The Contractor’s licensed geotechnical engineer shall prepare a final geotechnical evaluation report, to be submitted along with the first foundation design submittal, as described in Section 01 33 16, Design After Award.

Geotechnical Testing

2.2.9.1 Compaction tests shall be performed on each layer of compacted material placed. Testing shall be the responsibility of the Contractor and shall be performed by a Corps of Engineers approved independent testing agency. The Contractor shall remove and replace nonconforming materials and shall compact and retest failed and replaced areas until the specified degree of compaction is obtained. The Contracting Officer may direct that the tests be taken at locations other than those shown on the submitted compaction test plan and that additional tests be taken to supplement the required tests, at no cost to the Government.

2.2.9.2 Type and Frequency of Tests: Characteristics of backfill materials shall be determined in accordance with particle size analysis of soils ASTM D 422 and moisture-density relations of soils ASTM D 1557. A minimum of one particle size analysis and one moisture-density relation test shall be performed on each different type of material used for bedding and backfill. The area referred to hereinafter which determines the minimum number of tests required shall be an area that is compacted in one continuous operation.

2.2.9.2.1 Structural (Type 1) Compaction Tests: The following density tests are required beneath structures with on-grade concrete floor slabs and footings and slabs. The number of tests shall apply to each layer of material placed.

1. Compacted Area: 500 sf or less. A minimum of two tests or one test for each 150 sf of area, whichever will provide the greatest number of tests.

2. Compacted Area: Between 500 sf and 4000 sf. A minimum of four tests.

3. Compacted Area: 4000 sf or greater. One test for each 1000 sf of area.

2.2.9.2.2 Structural (Type 2) Compaction Tests: The following density tests are required beneath footings for structures where the compaction requirements beneath footings and floor slabs vary. The number of tests shall apply to each layer of material placed.

1. Continuous Footings: One test for each 50’ of continuous footing for walls over 100’ long or a minimum of two tests per wall, whichever provides the greatest number of tests.

2. Column Footings: One test per footing.

3. Utility Systems Compaction Tests: The number of density tests required for backfill in utility trenches shall conform to the following:

4. Bedding Layers under Utilities: One test 200’ of trench or a minimum of two tests, whichever is greater.

5. Trench Backfill in Graded Areas: Minimum of two tests per layer or one test per layer for each 300’ of trench, whichever provides the greatest number of tests.

6. Trench Backfill in Traffic Areas - minimum of two tests per layer or one test per layer for each 100’ of trench, whichever provides the greatest number of tests.

2.2.9.2.3 Roadway, driveway, and parking area (Size 1) Compaction Tests: The number of density tests required for roadways and driveways up to 300’ in length, and parking areas up to 6000 sf, shall conform to the following requirements for each layer of material placed:

1. Subbase and Base Course – a minimum of two tests or one test for each 50’ of length or each 1500 sf of area, whichever provides the greatest number of tests.

2. Subgrade - a minimum of two tests or one test for each 100’ of length or each 2000 sf of area, whichever provides the greatest number of tests.

2.2.9.2.4 Roadway, driveway, and parking area (Size 2) Compaction Tests: The number of density tests required for roadways over 300’ in length and parking areas over 6000 sf, shall conform to the following requirements for each layer of material placed.

1. Subbase and Base Course - a minimum of four tests or one test for each 150’ of length or 3000 sf of area, whichever provides the greatest number of tests.

2. Subgrade: A minimum of four tests or one test for each 200’ of length or 4000 sf of area, whichever provides the greatest number of tests.

2.2.9.3 Gradation and Non-Frost Susceptibility tests shall be conducted on structural soil materials for structures, foundations, utility systems, roadways, driveways, parking areas, shelter access approach, shelter floor, and all airfield pavements. In-place structural soil materials shall be sampled and tested for gradation and non-frost susceptibility requirements at least once for every 1500-compacted-cubic meters (53,000 cubic feet) or portion thereof and for every change in borrow source. For these tests, gradation shall be determined in accordance with ASTM C 136, with ASTM C 117 used to determine minus No. 200 sieve material and ASTM D 422 used to determine minus 0.02 mm materials.

Landscaping

The extent of landscaping for this project shall be to topsoil and seed all disturbed areas unless other stabilization is incorporated/applied. This project is located within a bird exclusion zone. Site improvements, including allowable height of vegetation, must comply with the Bird and Wildlife Aircraft Strike (BASH) Program requirements. See the 3rd Wing PACAF Instruction 91-212 for further details.

Seed Mixture

The allowable grass species mix, for seeding disturbed areas, is specified according to the BASH Vegetation Management Zone. Details can be found in the 3rd Wing PACAF Instruction 91-212.

2.3 ARCHITECTURAL DESIGN AND CONSTRUCTION CRITERIA

Scope and Objectives

2.3.1.1 Design and construct Operations, Maintenance and Alert Crew Facilities for the for the 962 Airborne Air Control Squadron (962 AACS) and associated 703 Aircraft…