12b7-am5.pdf

1. CONTRACT ID CODE PAGE OF PAGES

AMENDMENT OF SOLICITATION/MODIFICATION OF

CONTRACT

1 2

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

AM-0005 3 Aug 12

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

Contracting Division USAED, Honolulu, Bldg 230 Ft Shafter, HI 96858-5440

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State, and Zip Code) (x) 9A. AMENDMENT OF SOLICITATION NO.

W9128A-12-B-0007 X

9B. DATED (SEE ITEM 11)

6/29/12

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

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 Offers [ ] is extended, [ X ] 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 telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT 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.

(x) 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, [ X ] is required to sign this document and return 1 copies to the issuing office.

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

FY11 MCA PNA64760, Training Support Center Upgrade, Schofield Barracks, Oahu, Hawaii

See Page 2 of 2 Pages

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY

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

NSN 7540-01-152-8070

PREVIOUS EDITION UNUSABLE

30-105 STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Am-0005 Standard Form 30 IFB No. W9128A-12-B-0007 Page 2 of 2 Pages Item No. 14 (Continued)

1. CHANGES TO SPECIFICATIONS. Attached hereto are revised and new sections to the specifications. Revised pages replace like-numbered pages. The revision mark “(Am-0005)” is shown on each revised page.

a. REVISED SECTIONS. Following are revised sections to the specifications. Changes are indicated in bold.

Section 01 90 00, paragraphs 1.1 and 1.10.3 Section 23 64 26, paragraph 2.2 Section 31 00 00, paragraphs 3.2, 3.8 and 3.17

Section 32 13 11, paragraph 1.5.6.1

b. NEW SECTIONS. The following pages are added to the specifications:

Section 00900, Appendix B, Requests for Information Section 01 90 00, Attachments 1, 2 and 3

2. CHANGES TO DRAWINGS. The following revised drawings replace like-numbered drawings and are issued herewith:

SHEET ID DRAWING NO. SHEET NO. REV LTR. REV DATE

GI002 141-29-001 2 of 2 b 30 July 2012 CS102 141-29-001 7 of 39 b 30 July 2012 C-003 141-29-001 3 of 39 b 30 July 2012 C-501 141-29-001 24 of 39 b 30 July 2012 AG601 141-29-001 36 of 38 b 30 July 2012 T-101 141-29-001 1 of 8 b 30 July 2012

3. The bid due date of August 9, 2012, 2:00 PM, Hawaiian Standard Time remains unchanged.

Section 00900, Appendix B, Requests for Information FY11 MCA PN64760 Training Support Center Upgrade, Schofield Barracks, Oahu, Hawaii

W9128A-12-B-0007

AM-0005

RFI # Question Response

For the above project, can you clarify where the exact temporary electrical and water service points are located?

I attended the site visit yesterday and it was announced there that if we needed temporary water and electricity it would be free but we would have to run lines and tie it in ourselves at Schofield. Can you please help us answer this?

Reference 00800, Special Contract Requirements, S-36.21, AVAILABILITY AND USE OF UTILITY

SERVICES.

Reference: Spec Section 32 13 11 Concrete Pavement for Roads & Hardstands paragraph 1.5.6.1 Pilot Lane indicates to construct a test section of one paving lane at least 200 feet long with a width equal to the proposed paving plan.

Q: Considering the small quantity of concrete pavement on this project, can this requirement be waived? We believe this spec is applicable on runway/taxiway pavement. See AM-0005 (Section 32 13 11 paragraph 1.5.6.1 is deleted).

Reference: Spec Section 32 13 11 Concrete Pavement for Roads & Hardstands paragraph 2.10.5 Pave - Finisher

- h: indicate that Clary Screeds, roller screeds and other rotating tube floats or bridge deck finishers shall not be allowed.

Q: To mobilize a slip form paver and its supporting equipment will increase the cost of this item dramatically.

Due to small quantity of Concrete Pavement, can this requirement be waived for this project and allow roller screed?

Slip form paver is not required for this project. Roller screed can be used. However smoothness tolerances and paste thickness requirements as stated in the specifications shall not be waived.

Reference: Grading Plan sheets 1-2. Earthwork Quantities.

Q: Based on our initial cut & fill quantity survey, mass grading and other excavation activities will generate more than 30,000 cy of surplus soil.

A. Is there an area within Grow The Army site or within the base in need of this quantity of fill material? If so, please provide the location.

B. Can the grading plan/elevations be adjusted post bid or after award to achieve a balance site?

There will be a significant cost saving if trucking and disposal of surplus soil can be eliminated, please advise.

A. No, not available at this time.

B. No

Reference: Soil Erosion Control Plan Q: We are unable to find Soil Erosion Control plan. Is there any requirement for silt fence and dust fence?

Please provide detail.

The contractor shall meet the remaining requirements of the NPDES including the soil erosion control plan and related details in order to get the required permit from DOH. BMPs can also be obtained from "Best Management Practices Manual for Construction Site in Honolulu" dated May 1999.

LP-101 indicates new planning at the parking lot islands and the adjacent areas south of the parking and north of the new building. LI-101 does not indicate permanent irrigation in these areas. Please confirm intent. Irrigation plan is limited to the irrigated areas as shown in Sheet LI-101.

Reference: Detail 5 on sheet C-504 is related to Drop Manhole.

Q: Above detail refers to manholes with drops less than 5 feet, DMH-B has drop of more than 5 feet between 18" pipes and MH invert,

a. Please advise if this detail is still applicable if drop exceeds 5 feet.

b. Please confirm that all Drain Manhold which have difference between inlet and outlet "less than 5" is still applicable.

c. Is there a minimum drop dimension that does not require encasement?

Detail 5, sheet C-504 is a sewer drop manhole detail and does not apply to any drainage manhole details.

Reference: Wood Door Q: There is a spec. section for Wood Door, but on Door Schedule, wood door is not present. Please clarify the location for door(s) if there's any. There are no wood doors for this project.

We are in receipt of Am-0004. Revised Drawing GI002 issued with Am-0004 indicates a Delta ‘a’ for Sheet T101, Telecommunications Site Plan Section A. Am-0004 SF 30, Item 2 CHANGES TO DRAWINGS do not include T101 as a listed revised drawing, nor is a revised T101 sheet included. Please confirm that Sheet T101 is not updated/revised through Am-0004. Sheet T101 was updated/revised through Am-0005.

Pursuant to AM-0004, please provide point of connection for temporary water, power, sewer, and telecommunications for Contractor’s use during construction. Please see response to "3" above.

W9128A-12-B-0007

AM-0005

SECTION 23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS - Paragraph 2.2 STEEL PIPING states, “Water piping shall be steel pipe or copper tubing.” The remainder of this section makes a significant reference to steel pipe fittings, joints, etcetera. Please clarify if copper is allowed, only copper tubing will be allowed and not copper pipe. If both steel pipe and copper pipe are allowed, are there limitations to the location of the materials (i.e., steel pipe for underground)? Specs revised in Am-0005.

Please clarify intent of joint sealant at the concrete construction, contraction and expansion joints. Details 5, 9, 10, 12 and 13 on Sheet C-501 indicate the construction, contraction and expansion joints as ‘COMPRESSION JOINT SEALANT’ and specify the widths as ½” wide. Section 32 13 73, paragraph 2.1 COMPRESSION SEALS is as follows:

Compression joint seal materials shall be a vulcanized elastomeric compound using polychloroprene as the only base polymer. The material and manufactured seal shall conform to ASTM D 2628 and COE CRD-C 548. The joint seal shall be a labyrinth type seal. The uncompressed depth of the face of the compression seal (that is to be bonded to the joint wall) shall be greater than the uncompressed width of the seal, except that for seals 1 inch or greater in width, the depth need be only 1 inch or greater. The actual width of the uncompressed seal for construction and contraction joints shall be 0.75 or 1 inches and for expansion joints shall be 1.25 inches. The tolerance on the seal shall be plus 1/8 inch or minus 1/16 inch.

Please advise if the intent is to follow Section 32 13 73 for the concrete construction, contraction and expansion joints and place compressible type seals within ½” wide joints, or if Section 07 92 00 JOINT SEALANTS are applicable for these ½” wide sections.

The intent of the joint sealant at the concrete joints is to seal off and prevent infiltration of surface water and solid substances from reaching the pavement subgrade. Yes construction, contraction and expansion joints for details 5,9,10,12,13 on sheet C-501 are all compression joint sealants as called out and are 1/2" wide. Revised sheet C-501 detail 13 callouts for clarification. Also use spec section 32 13 73 for civil related drawings regarding concrete construction, contraction, and expansion joints (compression joint sealant); section 07 92 00 should not be used for the civil drawing compression joint sealants. Revised in Am-0005.

15 Are there cut/fill quantities?

The contractor will need to make this determination from the grading plan and cross sections provided on the drawings.

16 Is there an export site for excavation and for demolition debris?

No. Disposal of surplus material shall be the responsibility of the contractor at his expense. See spec and dwg note Sheet C-003 revision in Am-0005.

Addendum 4 reissued sheet G1002 “Index of Drawing” and it indicates that sheet T101 was amended but it was not reissued. Will sheet T101 be reissued? Sheet T-101 was updated/revised through Am-0005.

18 Where are the questions and answers being posted and can we access them? See all amendments that included Section 00900, Appendix B, Requests for Information.

19 Where can the contractor pull water from? Please see response to "3" above.

W9128A-12-B-0007

AM-0005

20 What is the capacity of the water source that we can use? Please see response to "3" above.

21 What is the charge for the water usage? Please see response to "3" above.

Is the FY09GTA Water Tank built and can we use that as a water source and what are the usage fees and capacity? Please see response to "3" above.

TSCFY11

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 90 00

MISCELLANEOUS PROVISIONS

PART 1 GENERAL

1.1 SUBMITTALS

1.2 PROJECT MANAGEMENT ORGANIZATION

1.2.1 General

1.2.2 Organization Plan

1.2.3 Organizational Changes

1.2.4 Project Manager

1.2.5 Project Superintendent

1.3 DOCUMENTATION OF MEETINGS

1.4 CONTRACTOR QUALITY CONTROL

1.5 AS-BUILT DRAWINGS

1.6 DUST CONTROL

1.7 PROTECTION

1.7.1 Warning Signs and Barricades

1.7.2 Protection of Grassed and Landscaped Areas

1.7.3 Protection of Trees and Plants

1.7.4 Protection of Building From the Weather

1.8 RESTORATION WORK

1.9 REMOVAL AND DISPOSAL

1.9.1 Title to Materials

1.9.2 Rubbish and Debris

1.10 INTERFERENCE WITH GOVERNMENT OPERATIONS

1.10.1 Coordination

1.10.2 Utilities and Facilities

1.10.3 Request for Temporary Water Service

1.10.4 Staking and Flagging Existing Utilities

1.11 CONTRACTOR'S OPERATIONS OR STORAGE AREA

1.12 GOVERNMENT PROJECT OFFICE

1.13 WORKING HOURS

1.14 SOUTH RANGE ACCESS AND SITE SECURITY

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

SECTION 01 90 00 Page 1 (Am-0005)

SECTION 01 90 00

MISCELLANEOUS PROVISIONS

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals;

Organization Plan; G

Provide a diagram depicting the proposed management organization. The chart shall clearly identify lines of authority and areas of responsibility. Include a narrative description of how the management team will operate, and the specific duties and responsibilities of the key individuals.

The narrative shall describe the Offeror's proposed on-site organization and structure, and shall describe how the Offeror intends to monitor and control timeliness, quality, and safety of the work at the job site, including the work of any subcontractors on all phases of the contract.

Identify the individuals proposed to fill the key management positions: Project Manager, Project Superintendent, Contractor Quality Control System Manager, Safety and Health Manager.

Provide resumes for each individual. Resumes must support the individual's qualifications to perform in the selected position.

Provide copies of letters of direction to each key personnel from an appropriate officer of the company.

Request for Temporary Water Service

SD-06 Test Reports

Inspection of Existing Conditions

A written report with color photographs noting the condition of the existing facilities at the time of the inspection. One copy of the report including photographs shall be submitted to the Contracting Officer, prior to construction.

Dust Control; G

Method(s) of dust control.

SECTION 01 90 00 Page 2

Excavation/Trenching Clearance

Prior to start of any excavation or trenching work, the Contractor shall obtain clearance, in writing, from the appropriate communications agency and base or area engineer.

Copies of all correspondence shall be provided the Contracting Officer. Normal coordination time for obtaining the necessary permits is approximately fifteen (15) calendar days. The Contractor shall advise the Contracting Officer promptly when it appears that the normal coordination time will be exceeded.

Condition of Contractor's Operations or Storage Area

The Contractor shall submit to the Contracting Officer photographs and/or videos depicting the condition of the Contractor's Operation or Storage Area.

SD-07 Certificates

Products Containing Recovered Materials

The Contractor shall submit manufacturer's certification attesting that product meets or exceeds EPA's recovered material guidelines.

1.2 PROJECT MANAGEMENT ORGANIZATION

1.2.1 General

The Contractor is responsible for ensuring that the contract is adequately staffed to manage all of the work in full accordance and compliance with the contract requirements.

1.2.2 Organization Plan

The Contractor shall submit an organization plan describing the organization it intends to structure for managing this contract. The plan shall include lines of authority, position responsibilities, and qualifications of the proposed staff. The project staff shall minimally consist of the following key personnel: Project Manager, Project Superintendent, Contractor Quality Control System Manager, and Safety and Health Manager. Each of the individuals selected to fill these positions is subject to acceptance by the Contracting Officer.

1.2.3 Organizational Changes

The Contractor shall maintain the project management staff at full strength at all times. When it is necessary to make changes to the staff, the Contractor shall revise the Organization Plan to reflect the changes and submit the changes to the Contracting Officer for acceptance at least fourteen (14) calendar days prior to implementation of the changes.

Substitutions for any accepted key personnel must be submitted for review and acceptance by the Contracting Officer prior to the start of work by that individual. The Contractor is informed that the Government will be allowed at least 30 days to respond. Any delays resulting from this process shall be the responsibility of the Contractor and shall not be a

SECTION 01 90 00 Page 3 basis for any equitable contract adjustment.

1.2.4 Project Manager

The Project Manager shall be responsible for the Contractor's overall management and coordination of this contract and shall be the central point of contact with the Government for performance of all work under this contract, including warranty. The Project Manager shall oversee construction accomplishment, administer all instructions, and answer all questions from the Contracting Officer pertaining to the work during the life of the contract, including the warranty period. The Project Manager shall be responsible for the complete coordination of all work in this contract. The Project Manager will be responsible for ensuring that adequate internal controls and review procedures are followed in order to eliminate conflicts, errors and omissions, and for ensuring that all technical requirements are met. Another individual may be designated to temporarily act (no longer than 2 weeks) for the Project Manager, however, forty-eight (48) hours advance notice in writing of such change shall be requested to the Contracting Officer, and no change shall be made without prior acceptance by the Contracting Officer.

The Project Manager shall have a recognized four-year college degree in engineering, architecture, or related technical field, and at least five

(5) years experience in managing and supervising construction projects of similar size and scope.

1.2.5 Project Superintendent

A Project Superintendent shall be assigned. This individual shall have a minimum of five (5) years experience as a superintendent similar in size and scope to this contract. The project superintendent shall have overall responsibility for all operations on the jobsite. The superintendent shall be assigned no other duties, unless otherwise allowed in Section 01 45 04 CONTRACTOR QUALITY CONTROL, paragraph CQC System Manager.

1.3 DOCUMENTATION OF MEETINGS

All meetings involving the Contractor and the Government shall be documented. Except for the Preconstruction Meeting and the CQC and Safety coordination/mutual understanding meetings which will be documented by the Government, the Contractor shall be responsible for accurately recording minutes of meetings and producing written documentation of meeting discussions. The minutes shall include meeting specifics such as:

contract number, date, time, purpose/subject, attendees, and summary of discussions in outline form, including pending actions, responsible party, and suspenses. Prior to distribution of the minutes, a Draft of the minutes shall be prepared and forwarded within 24 hours of the meeting’s conclusion to all meeting attendees for review and comment. The Final minutes shall be completed and distributed within 3 working days following the meeting.

1.4 CONTRACTOR QUALITY CONTROL

To assure compliance with contract requirements, the Contractor shall establish and maintain quality control for materials and work, covered by all sections of the TECHNICAL REQUIREMENTS in accordance with Section 01 45 04 CONTRACTOR QUALITY CONTROL. Records shall be maintained for all operations including sampling and testing.

SECTION 01 90 00 Page 4

1.5 AS-BUILT DRAWINGS

As-built drawings shall be in accordance with Section 01 78 00 CLOSEOUT

SUBMITTALS.

1.6 DUST CONTROL

The amount of dust resulting from the Contractor's work shall be controlled to prevent the spread of dust to occupied portions of the construction site and to avoid creation of a nuisance in the surrounding area. Use of water will not be permitted when it will result in, or create, hazardous or objectionable conditions such as flooding and pollution. Measures shall also be taken for dust control along haul routes and parking areas.

1.7 PROTECTION

The Contractor shall take all necessary precautions to insure that no damages to private or public property will result from his operations. Any such damages shall be repaired or property replaced by the Contractor in accordance with the CONTRACT CLAUSES entitled "PERMITS AND RESPONSIBILITIES" and "PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS", without delay, and at no cost to the Government.

1.7.1 Warning Signs and Barricades

The Contractor shall be responsible for posting warning signs or erecting temporary barricades to provide for safe conduct of work and protection of property.

1.7.2 Protection of Grassed and Landscaped Areas

The Contractor's vehicles shall be restricted to paved roadways and driveways. Vehicles shall not be driven or parked on grassed and/or landscaped areas except when absolutely necessary for the performance of the work and approved in advance by the Contracting Officer. Grassed or landscaped areas damaged by the Contractor shall be restored to their original condition without delay and at no cost to the Government.

1.7.3 Protection of Trees and Plants

Where necessary, tree branches and plants interfering with the work may be temporarily tied back by the Contractor to permit accomplishment of the work in a convenient manner, so long as they will not be permanently damaged thereby. If this is not feasible, they may be pruned, subject to written approval by the Contracting Officer.

1.7.4 Protection of Building From the Weather

The interior of the building and all materials and equipment shall be protected from the weather at all times.

1.8 RESTORATION WORK

Existing conditions or areas damaged or disturbed by the Contractor's operations shall be restored to their original condition, or near original condition as possible, to the satisfaction of the Contracting Officer.

SECTION 01 90 00 Page 5

1.9 REMOVAL AND DISPOSAL

The Contractor shall salvage or recycle waste to the maximum extent practical as it relates to the capabilities of local industries. A record of the quantity of salvaged or recycled materials shall be maintained by the Contractor during the length of the project and submitted to the Contracting Officer at acceptance of the project. Quantities shall be recorded in the unit of measure of the industry. Reuse of materials on the site shall be considered a form of recycling. An example of such reuse would be the use of acceptable excavated materials as fill.

1.9.1 Title to Materials

Title to all materials and equipment to be removed, except as indicated or specified otherwise, is vested in the Contractor upon receipt of notice to proceed. The Government will not be responsible for the condition, loss or damage to such property after the Contractor's receipt of notice to proceed. Items indicated to be removed shall be removed and disposed of by the Contractor outside the limits of Government-controlled property at the Contractor's responsibility and expense before the completion and final acceptance of the work, and such materials shall not be sold on the site.Text

1.9.2 Rubbish and Debris

Rubbish and debris shall be removed from Government-controlled property daily unless otherwise directed, so as not to allow accumulation.

Materials that cannot be removed daily shall be stored in areas designated by the Contracting Officer.

1.10 INTERFERENCE WITH GOVERNMENT OPERATIONS

The Contractor shall establish work procedures and methods to prevent interference with existing operations within or adjacent to the construction area. Free passage into adjoining or adjacent buildings not in the contract will not be permitted except as approved by the Contracting Officer. Procedures and methods shall also provide for safe conduct of work and protection of property which is to remain undisturbed.

1.10.1 Coordination

The Contractor shall coordinate all work with the Contracting Officer to minimize interruption and inconvenience to the occupants or to the Government. Scheduling and programming of work will be established during the pre-construction conference.

1.10.2 Utilities and Facilities

All utilities and facilities within the area shall remain operable and shall not be affected by the Contractor's work, unless otherwise approved in writing in advance by the Contracting Officer.

1.10.3 Request for Temporary Water Service

Requests for temporary water service shall be made at least 30 calendar days prior to installation of the service. Completed USAG-HI Form 36 and 37 (samples attached at the end of this section) shall be submitted with the request. Approval of temporary water service will be valid for 120-180 days as noted on the approval form, USAG-HI Form 38. Extensions for

SECTION 01 90 00 Page 6 continued temporary water service shall be requested (sample Extension Letter attached at the end of this section) at least 21 calendar days prior to the date cited on the Temporary Water Service Approval form. The request shall be signed by the contractor's representative noted in the certification block on the Temporary Water Service Approval form.

Forms may be retrieved at:

http://www.garrison.hawaii.army.mil/command/document.htm

1.10.4 Staking and Flagging Existing Utilities

The Contractor, prior to start of any excavation or trenching work, shall verify the location of all utility lines shown on the drawings which are within the areas of work, and shall mark, stake, or flag each utility line along trench alignments and under areas of excavation under this project, as approved.

1.11 CONTRACTOR'S OPERATIONS OR STORAGE AREA

Contractor operations and storage area shall be located within the TSC project limits. The Contractor shall be responsible for the security necessary for protection of his equipment and materials, and shall maintain the area free of debris. No rusty or unsightly materials shall be used for providing the secure measure and such measure shall be erected in a workmanlike manner. Before any construction commences on establishing the operation/storage area, Contractor shall take photographs and/or videos of the site in order to establish the original conditions of the site. A duplicate set shall be made and submitted to the Government for its files.

Upon completion and prior to the final acceptance of the contract work, the Contractor shall restore the area to its original condition or better.

1.12 GOVERNMENT PROJECT OFFICE

A separate project office is not required, however, the Contractor shall provide the following:

Three (3) smart tablet devices (latest commercially available technical version of the tablet on the current market) with Wi-Fi + 4G connectivity, 4G connectivity service (minimum of 2 GB/month) with a local carrier for the duration of the contract, 32 GB storage capacity, three (3) tablet cases similar to Airstrap by Griffin or approved equal, one (1) digital AV adapter, one (1) 10 ft HDMI cable, one (1) camera connector, one (1) SD card reader, three (3) wireless keyboard compatible with the smart tablets, and an App to access and revise Microsoft office files (i.e. WORD, EXCEL, POWERPOINT) for all smart tablets.

The Government will return the equipment at the completion of the contract.

1.13 WORKING HOURS

All work shall be performed between the hours of 0700 to 1530 HST, Monday through Friday. No work shall be accomplished on Saturdays, Sundays, and all Federal holidays without written permission from the Contracting Officer. Such written permission shall be available at the job site at all times during construction. After working hours, all access points into the South Range/TSC area will be secured with padlocked gates, including Kunia Road near FSK.

SECTION 01 90 00 Page 7

1.14 SOUTH RANGE ACCESS AND SITE SECURITY

a. Existing Conditions

The existing South Range (SR) Land acquisition property is currently secured by an earthen berm just outside the SR property boundary between ACTUS and South Range land, near Kunia Rd, to prevent unauthorized vehicular entry. (GTA topographic survey shows a portion of the berm.) Once inside the bermed area, the existing dirt roads lead to Schofield Barracks and also interconnect into Improved Explosive Device (IED) and other range roads. The GTA project will provide a perimeter fence along the South Range property boundary to secure the South Range property. GTA perimeter fencing is shown on sheet C-001.

An existing dirt road (identified as Hauula Road on Sheet C-001) runs from Kunia Road, along the north edge of ACTUS property (south of the berm) & connects to the south range dirt/range roads (after the berm ends). At the west end of Hauula Road, there is a locked vehicular gate (existing vehicle gate #2) located on ACTUS property that prevents unauthorized vehicles from entering the south range. Sheet C-001 for existing gate locations. Schofield Barracks (SB) Range Control controls the keys to existing vehicle gate #2, which may be used for Contractor access during construction, subject to Range Control restrictions.

b. Access to South Range (SR)

The TSC Contractor may use the haul route constructed by the FY09 GTA Infrastructure Project. The GTA project is scheduled to begin construction as early as March 2011 with completion anticipated some time in 2016. The GTA project haul route will be from Kunia Road, along the south perimeter of the property boundary (or within the Right of Entry (ROE) on ACTUs property), using existing dirt roads (such as Hauula Road) or constructing a new access road to reach the GTA Campus Project site. The TSC Contractor may use the GTA project haul route, subject to approval by the GTA Contractor and the Contracting Officer's Representative (COR). Contractor shall abide by all security requirements imposed by the GTA Contractor and SB Range Control Office.

Access to the South Range construction site shall not be from Schofield Barracks Military Installation (via Lyman Road).

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

SECTION 01 90 00 Page 8

Request for Temporary Water Service The US Army Garrison, Hawaii, proponent for this form is the Directorate of Public Works

NOTE: This request must be submitted thirty (30) calendar days prior to installation of temporary service connection.

Installation: __________________ Facility: ____________________ Project Number: _______________

Project Title: ___________________________________________________________________________

FEWR Number: ___________________________ DPW DMO Number: ___________________________

COR/Government POC: ____________________________ Agency: _____________________________

Phone Number: _________________________ Alternate Number: ______________________________

Number of Connections Requested: ________ Estimated Average Daily Consumption: __________ GPD.

Hydrant Number(s) or Location(s): __________________________________________________________

Name of Individual Requester: _____________________________________________________________

Phone Number: ________________ Fax Number:__________________ (Include area code if out of state)

Company Name: ________________________________________________________________________

Primary Use: ________________________ Start Date: _______________ End Date: ________________

DPW Use Only

Approved Disapproved Name and signature of approving utilities official Date

1. Meter Serial Number: _____________ Initial Reading: ___________ Final Reading: ___________

Date Installed: ____________________ Date Removed: ____________________

2. Meter Serial Number: _____________ Initial Reading: ___________ Final Reading: ___________

Date Installed: ____________________ Date Removed: ____________________

NOTES:

USAG-HI Form 36, Sep 11 This form is prescribe d for use in USAG-HI Regulation 420-2, Temporary Water Service Section 01900 (Am-0005) Attachment 1 j3ec9dyw Typewritten Text (Enter Contract Number) j3ec9dyw Typewritten Text N/A j3ec9dyw Typewritten Text N/A j3ec9dyw Typewritten Text Corps of Engineers j3ec9dyw Typewritten Text (Enter COR phone number) j3ec9dyw Typewritten Text (Enter name of COR) j3ec9dyw Typewritten Text (Enter Contractor's phone and fax numbers) j3ec9dyw Typewritten Text (Enter Contractor's company name and POC)

Initial Test

Initial Tester’s Name:

Certification Number:

Expiration Date:

Date of Initial Test:

Check Valve #1

Tight at ______psid

Leaks ( )

Check Valve #2

Tight ( )

Leaks ( )

Differential Relief Valve

Opened at ______psid

Did not open ( ) Leaks ( )

Repairs

C ~ Cleaned R ~ Repaired

Repairer’s Name:

Plumber’s License Number

Date of Repairs:

Disc:

Spring:

Guide:

Guide:

Guide

Module:

Seat:

Hinge Pins:

Other:

Final Test

Final Tester’s Name:

Certification Number:

Date of Final Test:

Check Valve #1

Tight at ______psid

Check Valve #2

Tight ( )

Differential Relief Valve

Opened at ______psid

NOTES:

Certifier’s Signature ___________________________________ Date_________________________

USAG-HI Form 37, Jun 11 This form is prescribed for use in USAG-HI Regulation 420-2, Temporary Water Service

Section 01900 (Am-0005) Attachment 2

Reduced Pressure Principle Backflow Prevention Assembly Test Report

The US Army Garrison, Hawaii, proponent for this form is the Directorate of Public Works

Installation: ___________________________________ Location: ___________________________________

Manufacturer: ________________________ Model: ________________________ Size: __________________

Line Pressure: _________________________ Serial Number: _________________________

Sample Extension Letter

Date

To:

Utilities Division Directorate of Public Works United States Army Garrison, Hawaii Attention Mr. Karl Santa 947 Wright Avenue, Wheeler Army Airfield Schofield Barracks, Hawaii 96857-5013

From:

Applicant’s Company Name Address and Street Name City, State, Zip Code Telephone number

SUBJECT: Request for Extension of Temporary Water Service

In accordance with the water service extension procedures agreed to, (Company Name) hereby requests for an extension of time for the temporary water service in place at (Fire hydrant number) and/or location for (Project Name) until (New Date) for the contract number (__________________) for the following reason(s).

a. (Indicate detailed reason(s) that justify the extension of the temporary water service).

b. (Cite specific reasons in the event extension is due to project not being completed on time.

Additional information: (optional or enter, “None”)

/Signature/ Name of Company Representative Position or Title Phone number

Section 01900 \ (Am-0005) Attachment 3

SECTION TABLE OF CONTENTS

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

SECTION 23 64 26

CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

PART 1 GENERAL

1.1 REFERENCES

1.2 SYSTEM DESCRIPTION

1.3 SUBMITTALS

1.4 MODIFICATIONS TO REFERENCES

1.4.1 Definitions

1.4.2 Administrative Interpretations

1.5 SAFETY REQUIREMENTS

1.6 DELIVERY, STORAGE, AND HANDLING

1.7 PROJECT/SITE CONDITIONS

1.7.1 Verification of Dimensions

1.7.2 Drawings

1.7.3 Accessibility

PART 2 PRODUCTS

2.1 STANDARD COMMERCIAL PRODUCTS

2.2 STEEL PIPING

2.2.1 Pipe

2.2.2 Fittings and End Connections (Joints)

2.2.2.1 Threaded Connections

2.2.2.2 Flanged Connections

2.2.2.3 Welded Connections

2.2.2.4 Grooved Mechanical Connections For Steel

2.2.2.5 Dielectric Waterways and Flanges

2.3 VALVES

2.3.1 Gate Valve

2.3.2 Globe and Angle Valve

2.3.3 Check Valve

2.3.4 Butterfly Valve

2.3.5 Plug Valve

2.3.6 Ball Valve

2.3.7 Square Head Cocks

2.3.8 Calibrated Balancing Valves

2.3.9 Pump Discharge Valve

2.3.10 Drain Valves

2.3.11 Air Venting Valves

2.3.12 Vacuum Relief Valves

2.4 PIPING ACCESSORIES

2.4.1 Strainer

2.4.2 Flexible Pipe Connectors

2.4.3 Pressure and Vacuum Gauges

2.4.4 Temperature Gauges

2.4.4.1 Stem Cased-Glass

2.4.4.2 Bimetallic Dial

SECTION 23 64 26 Page 1

2.4.4.3 Liquid-, Solid-, and Vapor-Filled Dial

2.4.4.4 Thermal Well

2.4.5 Pipe Hangers, Inserts, and Supports

2.4.6 Escutcheons

2.4.7 Expansion Joints

2.4.7.1 Slip-Tube Type

2.4.7.2 Flexible Ball Type

2.4.7.3 Bellows Type

2.5 PUMPS

2.5.1 Construction

2.5.2 Mechanical Shaft Seals

2.6 EXPANSION TANKS

2.7 AIR SEPARATOR TANKS

2.8 WATER TREATMENT SYSTEMS

2.8.1 Chilled and Condenser Water

2.8.2 Water Treatment Services

2.8.3 Chilled Water System

2.9 ELECTRICAL WORK

2.10 PAINTING OF NEW EQUIPMENT

2.10.1 Factory Painting Systems

2.10.2 Shop Painting Systems for Metal Surfaces

2.11 FACTORY APPLIED INSULATION

2.12 NAMEPLATES

2.13 RELATED COMPONENTS/SERVICES

2.13.1 Drain and Make-Up Water Piping

2.13.2 Field Applied Insulation

2.13.3 Field Painting

2.13.3.1 Color Coding

2.13.3.2 Color Coding For Hidden Piping

PART 3 EXECUTION

3.1 INSTALLATION

3.1.1 Welding

3.1.1.1 Employer's Record Documents (For Welding)

3.1.1.2 Welding Procedures and Qualifications

3.1.1.3 Examination of Piping Welds

3.1.1.4 Welding Safety

3.1.2 Directional Changes

3.1.3 Functional Requirements

3.1.4 Fittings and End Connections

3.1.4.1 Threaded Connections

3.1.4.2 Brazed Connections

3.1.4.3 Welded Connections

3.1.4.4 Grooved Mechanical Connections

3.1.4.5 Flared Connections

3.1.4.6 Flanges and Unions

3.1.5 Valves

3.1.6 Air Vents

3.1.7 Drains

3.1.8 Flexible Pipe Connectors

3.1.9 Temperature Gauges

3.1.10 Pipe Hangers, Inserts, and Supports

3.1.10.1 Hangers

3.1.10.2 Inserts

3.1.10.3 C-Clamps

3.1.10.4 Angle Attachments

3.1.10.5 Saddles and Shields

3.1.10.6 Horizontal Pipe Supports

SECTION 23 64 26 Page 2

3.1.10.7 Vertical Pipe Supports

3.1.10.8 Pipe Guides

3.1.10.9 Steel Slides

3.1.10.10 Multiple Pipe Runs

3.1.10.11 Seismic Requirements

3.1.10.12 Structural Attachments

3.1.11 Pipe Alignment Guides

3.1.12 Pipe Anchors

3.1.13 Building Surface Penetrations

3.1.13.1 General Service Areas

3.1.13.2 Waterproof Penetrations

3.1.13.3 Fire-Rated Penetrations

3.1.13.4 Escutcheons

3.2 ELECTRICAL INSTALLATION

3.3 CLEANING AND ADJUSTING

3.4 FIELD TESTS

3.4.1 Equipment and Component Isolation

3.4.2 Pressure Tests

3.4.3 Related Field Inspections and Testing

3.4.3.1 Piping Welds

3.4.3.2 HVAC TAB

3.5 INSTRUCTION TO GOVERNMENT PERSONNEL

-- End of Section Table of Contents --

SECTION 23 64 26 Page 3

SECTION 23 64 26

CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI Z21.22/CSA 4.4 (1999; Addenda A 2000, Addenda B 2001; R 2004) Relief Valves for Hot Water Supply Systems

AMERICAN WATER WORKS ASSOCIATION (AWWA)

AWWA C606 (2006) Grooved and Shouldered Joints

AMERICAN WELDING SOCIETY (AWS)

AWS BRH (2007; 5th Ed) Brazing Handbook

AWS D1.1/D1.1M (2010) Structural Welding Code - Steel

AWS Z49.1 (2005) Safety in Welding and Cutting and Allied Processes

ASME INTERNATIONAL (ASME)

ASME B1.20.1 (1983; R 2006) Pipe Threads, General Purpose (Inch)

ASME B16.1 (2010) Gray Iron Threaded Fittings;

Classes 25, 125 and 250

ASME B16.11 (2009) Forged Fittings, Socket-Welding and Threaded

ASME B16.21 (2011) Nonmetallic Flat Gaskets for Pipe Flanges

ASME B16.3 (2006) Malleable Iron Threaded Fittings, Classes 150 and 300

ASME B16.39 (2009) Standard for Malleable Iron Threaded Pipe Unions; Classes 150, 250, and 300

ASME B16.9 (2007) Standard for Factory-Made Wrought Steel Buttwelding Fittings

SECTION 23 64 26 Page 4

ASME B31.9 (2011) Building Services Piping

ASME B40.100 (2005) Pressure Gauges and Gauge Attachments

ASTM INTERNATIONAL (ASTM)

ASTM A 106/A 106M (2010) Standard Specification for Seamless Carbon Steel Pipe for High-Temperature Service

ASTM A 183 (2003; R 2009) Standard Specification for Carbon Steel Track Bolts and Nuts

ASTM A 47/A 47M (1999; R 2009) Standard Specification for Ferritic Malleable Iron Castings

ASTM A 53/A 53M (2010) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM A 536 (1984; R 2009) Standard Specification for Ductile Iron Castings

ASTM A 653/A 653M (2010) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

ASTM A 733 (2003; R 2009e1) Standard Specification for Welded and Seamless Carbon Steel and Austenitic Stainless Steel Pipe Nipples

ASTM B 117 (2009) Standing Practice for Operating Salt Spray (Fog) Apparatus

ASTM D 2000 (2008) Standard Classification System for Rubber Products in Automotive Applications

ASTM D 3308 (2006) PTFE Resin Skived Tape

ASTM D 520 (2000; R 2005) Zinc Dust Pigment

ASTM E 84 (2010b) Standard Test Method for Surface Burning Characteristics of Building Materials

ASTM F 1007 (1986; R 2007) Pipeline Expansion Joints of the Packed Slip Type for Marine Application

ASTM F 1120 (1987; R 2010) Standard Specification for Circular Metallic Bellows Type Expansion Joints for Piping Applications

ASTM F 1199 (1988; R 2010) Cast (All Temperatures and Pressures) and Welded Pipe Line Strainers (150 psig and 150 degrees F Maximum)

SECTION 23 64 26 Page 5

EXPANSION JOINT MANUFACTURERS ASSOCIATION (EJMA)

EJMA Stds (2008) EJMA Standards

HYDRAULIC INSTITUTE (HI)

HI 1.1-1.2 (2008) Rotodynamic (Centrifugal) Pump for Nomenclature and Definitions

MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS

INDUSTRY (MSS)

MSS SP-110 (2010) Ball Valves Threaded, Socket-Welding, Solder Joint, Grooved and Flared Ends

MSS SP-25 (2008) Standard Marking System for Valves, Fittings, Flanges and Unions

MSS SP-58 (2009) Pipe Hangers and Supports - Materials, Design and Manufacture, Selection, Application, and Installation

MSS SP-67 (2002a) Butterfly Valves

MSS SP-69 (2003) Pipe Hangers and Supports - Selection and Application (ANSI Approved American National Standard)

MSS SP-70 (2006) Gray Iron Gate Valves, Flanged and Threaded Ends

MSS SP-71 (2005) Gray Iron Swing Check Valves, Flanged and Threaded Ends

MSS SP-72 (2010) Ball Valves with Flanged or Butt-Welding Ends for General Service

MSS SP-78 (2005a) Cast Iron Plug Valves, Flanged and Threaded Ends

MSS SP-80 (2008) Bronze Gate, Globe, Angle and Check Valves

MSS SP-85 (2002) Gray Iron Globe & Angle Valves Flanged and Threaded Ends

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NEMA 250 (2008) Enclosures for Electrical Equipment (1000 Volts Maximum)

NEMA MG 1 (2009) Motors and Generators

NEMA MG 11 (1977; R 2007) Energy Management Guide for Selection and Use of Single Phase Motors

SECTION 23 64 26 Page 6

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 90A (2009; Errata 09-1) Standard for the Installation of Air Conditioning and Ventilating Systems

1.2 SYSTEM DESCRIPTION

Provide the water systems having the minimum service (design) temperature-pressure rating indicated. Provision of the piping systems, including materials, installation, workmanship, fabrication, assembly, erection, examination, inspection, and testing shall be in accordance with the required and advisory provisions of ASME B31.9 except as modified or supplemented by this specification section or design drawings. This specification section covers the water systems piping which is located within, on, and adjacent to building(s) within the building(s) 5 foot line.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Grooved Mechanical Connections For Steel

Calibrated Balancing Valves

Pump Discharge Valve

Water Pressure Reducing Valve

Expansion Joints

Pumps

Combination Strainer and Pump Suction Diffuser

Expansion Tanks

Air Separator Tanks

Water Treatment Systems

Proposed water treatment plan including a layout, control scheme, a list of existing make-up water conditions including the items listed in paragraph "Water Analysis", a list of chemicals, the proportion of chemicals to be added, the final treated water conditions, and a description of environmental concerns for handling the chemicals.

SD-06 Test Reports

Piping welds NDE report

Pressure tests reports

Report shall be provided in bound 8-1/2 by 11 inch booklets. In

SECTION 23 64 26 Page 7 the reports, document all phases of the tests performed. Include initial test summaries, all repairs/adjustments made, and the final test results.

SD-07 Certificates

Employer's Record Documents (For Welding)

Welding Procedures and Qualifications

Certificates shall be submitted for the following items showing conformance with the referenced standards contained in this section.

Fittings Unions Flanges Gaskets Bolting

SD-08 Manufacturer's Instructions

Lesson plan for the Instruction Course

SD-10 Operation and Maintenance Data

Requirements for data packages are specified Section 01 78 23 OPERATION AND MAINTENANCE DATA,except as supplemented and modified by this specification section.

Submit spare parts data for each different item of equipment specified, with operation and maintenance data packages. Include a complete list of parts and supplies, with current unit prices and source of supply, a recommended spare parts list for 1 year of operation, and a list of the parts recommended by the manufacturer to be replaced on a routine basis.

Submit a list of qualified permanent service organizations with operation and maintenance data packages. Include service organization addresses and service area or expertise. The service organizations shall be reasonably convenient to the equipment installation and be able to render satisfactory service to the equipment on a regular and emergency basis during the warranty period of the contract.

Water Treatment Systems

An operation manual in bound 8-1/2 by 11 inch booklets listing step-by-step procedures required for system startup, operation, abnormal shutdown, emergency shutdown, and normal shutdown.

Include testing procedures used in determining water quality.

A maintenance manual in bound 8-1/2 by 11 inch booklets listing routine maintenance procedures, possible breakdowns and repairs, and a trouble shooting guide.

Calibrated Balancing Valves, Data Package 3G

Pump Discharge Valve, Data Package 2

SECTION 23 64 26 Page 8

Water Pressure Reducing Valve, Data Package 3

Expansion Joints, Data Package 2

Pumps, Data Package 3

Expansion Tanks, Data Package 2

Air Separator Tanks, Data Package 2

1.4 MODIFICATIONS TO REFERENCES

In each of the publications referred to herein, consider the advisory provisions to be mandatory, as though the word, "shall" had been substituted for "should" wherever it appears. Interpret references in these publications to the "authority having jurisdiction", or words of similar meaning, to mean the Contracting Officer.

1.4.1 Definitions

For the International Code Council (ICC) Codes referenced in the contract documents, advisory provisions shall be considered mandatory, the word "should" shall be interpreted as "shall." Reference to the "code official" shall be interpreted to mean the "Contracting Officer." For Navy owned property, references to the "owner" shall be interpreted to mean the "Contracting Officer." For leased facilities, references to the "owner" shall be interpreted to mean the "lessor." References to the "permit holder" shall be interpreted to mean the "Contractor."

1.4.2 Administrative Interpretations

For ICC Codes referenced in the contract documents, the provisions of Chapter 1, "Administrator," do not apply. These administrative requirements are covered by the applicable Federal Acquisition Regulations (FAR) included in this contract and by the authority granted to the Officer in Charge of Construction to administer the construction of this project.

References in the ICC Codes to sections of Chapter 1, shall be applied appropriately by the Contracting Officer as authorized by his administrative cognizance and the FAR.

1.5 SAFETY REQUIREMENTS

Exposed moving parts, parts that produce high operating temperature, parts which may be electrically energized, and parts that may be a hazard to operating personnel shall be insulated, fully enclosed, guarded, or fitted with other types of safety devices. Safety devices shall be installed so that proper operation of equipment is not impaired.

1.6 DELIVERY, STORAGE, AND HANDLING

Protect stored items from the weather, humidity and temperature variations, dirt and dust, or other contaminants. Proper protection and care of all material both before and during installation shall be the Contractor's responsibility. Any materials found to be damaged shall be replaced at the Contractor's expense. During installation, cap piping and similar openings to keep out dirt and other foreign matter. Any porous materials found to be contaminated with mold or mildew will be replaced at the Contractor's expense. Non-porous materials found to be contaminated with mold or mildew

SECTION 23 64 26 Page 9 will be disinfected and cleaned prior to installation.

1.7 PROJECT/SITE CONDITIONS

1.7.1 Verification of Dimensions

The Contractor shall become familiar with all details of the work, verify all dimensions in the field, and…