18R0027_Specs_Pkg.pdf

RTA EIELSON AFB MFH UTILIDOR MATOC IDIQ W911KB-18-R-0027

SPECIFICATIONS

RTA EIELSON AFB MFH UTILIDOR MATOC IDIQ EIE421

EIELSON AFB, ALASKA

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 19 30.02 29 SPECIAL ITEMS FOR EIELSON AFB PROJECTS

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

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 00.04 29 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS FOR

EIELSON AFB PROJECTS

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 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 01 19 30.02 29

SPECIAL ITEMS FOR EIELSON AFB PROJECTS

PART 1 GENERAL

1.1 SCOPE

Items included in this section cover special features and/or requirements which are not otherwise specified or indicated.

1.2 REFERENCES

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

U.S. AIR FORCE (USAF)

AFI 91-203 (2015) Air Force Consolidated Occupational Safety Instruction

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

ASTM INTERNATIONAL (ASTM)

ASTM E 1527 (1993) Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 (2013; Errata 2015) Standard for Safeguarding Construction,Alteration, and Demolition Operations

STATE OF ALASKA STATUTES (AS)

AS 08 Business and Professions

STATE OF ALASKA ADMINISTRATIVE CODE (AAC)

12 AAC 32 Electrical Administrators

12 AAC 39 Mechanical Administrators

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be

SECTION 01 19 30.02 29 Page 1 submitted in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Temporary Heating Monitoring Plan

Traffic Control Plan; G

Temporary Facilities Site Plan; G

3RD Party Family Housing Attendants; G

1.4 FIRE SAFETY

1.4.1 Fire Protection

The Contractor shall comply with local Air Force fire protection requirements and NFPA 241.

1.4.2 Hot Work Permit

The Contractor shall obtain AF Form 592 "Hot Work Permit" (copy attached to this section) from the Installation Fire Chief prior to any welding operations. Welding shall conform to AFI 91-203 and requires inspection and approval by the Installation Fire Department.

1.5 IDENTIFICATION OF EMPLOYEES

The Contractor shall be responsible for furnishing to each employee, and for requiring each employee engaged on the work to display, identification as approved and directed by the Contracting Officer. Prescribed identification shall immediately be delivered to the Contracting Officer for cancellation upon release of any employee. When required, the Contractor shall obtain and provide fingerprints of persons employed on the project. Contractor and subcontractor personnel shall wear identifying markings on hard hats clearly identifying the company for whom the employee works.

1.6 TRAFFIC CONTROL PLAN

The Contractor shall provide a traffic control plan and temporary signage plan to include, however not limited to, the contractor's method in providing road access to adjacent occupied buildings as well as safety measures for pedestrians and occupants of adjacent buildings.

Traffic Control Plan shall be submitted 60 days in advance of construction commencement. Any changes or modifications to the traffic control plan will require an additional 30-day Government review period. Detour and construction signage must be posted 15 days in advance of any closure or detour. Detours, temporary roads and closures must be coordinated through the Contracting Officer.

The traffic control plan shall present the placement and times of use for temporary traffic control devices in relation to the project site and construction activities. The traffic control devices shall follow the Manual on Uniform Traffic Control Devices (MUTCD) standards and shall be clearly identified in the traffic control plan. This includes but is not limited to standard sign designators, sizes and spacing to be per MUTCD standard.

SECTION 01 19 30.02 29 Page 2

The contractor shall provide and maintain access to parking lots and building Entrances.

1.6.1 Additional Requirements

The Contractor shall provide in their traffic control plan location of the ADA walkways and/or ramps to housing units, play areas, temporary parking areas, etc. The contractor shall show vehicular access for maintenance and emergency.

1.7 COORDINATION OF WORK

1. The Contractor must abide by Eielson AFB Force Protection Requirements.

These requirements are subject to frequent updates. The Government does not guarantee unrestricted availability of the jobsite due to unforeseen Force Protection Levels that may arise during construction as the war against terrorism is on going.

2. The Contractor shall coordinate and obtain approval for work activities with the Base Fire Department and the Contracting Officer at least 30 days in advance of work otherwise specified. The Contractor shall provide emergency vehicle access through construction areas where required by the Base Fire Department or the Contracting Officer to include refuse vehicles and moving van vehicles.

3. The Contractor and its workers/employees may park their privately owned vehicles (POV) only during their working hours at designated areas which is predetermined by the Contracting Officer prior to start of construction activities.

4. The Contractor shall coordinate his work including but not limited to site operations, construction, fences, access, scheduling, material, security etc. with his subcontractors and that of other contractors for the ongoing projects taking place in adjacent work sites, to minimize interruption and conflicts. The Contractor is responsible and liable for any delays or disruptions caused by scheduling conflicts between his subcontractors and/or other contractors working on adjacent sites.

1.8 WORK CLEARANCE AND UTILITY OUTAGES

1.8.1 Clearance Request

The Contractor shall have a properly executed AF Form 103, Base Civil Engineering Work Clearance Request (copy attached to this section), coordinated through the Contracting Officer and signed by the Base Civil Engineer prior to any work at the project site.

1.8.1.1 Family Housing Work Hours

a. No work will begin prior to 0800 Monday thru Saturday.

b. Work activities shall cease by 2000 Monday thru Saturday.

c. No work will occur on Sunday, federal holidays, unless approved by EAFB at their discretion.

d. No work will occur on PACAF Family Days.

SECTION 01 19 30.02 29 Page 3

1.8.2 Utility Outages

Utility outages shall be coordinated with the Base Civil Engineer through the Contracting Officer at least 30 days prior to the planned utility interruption. Outage periods shall exclude Saturdays, Sundays and holidays. No utility outage shall be started without written approval of the Government.

1.8.2.1 Utility Outages in Family Housing

a. No outages or closures prior to 0900.

b. No utility outage to any Family Housing units shall exceed 6 hours.

c. The Contractor shall post notices on impacted buildings 48 hours prior to beginning construction.

d. Provide 5 gallons of potable bottled water a day for each household affected during water outages. This includes during potable testing;

reference paragraph 1.8.2.1.e

e. Bioenvironmental Engineering (USAF) shall perform the potability testing following water outages.

1.8.2.2 Noise Requirements

Temporary utility equipment that are required to be in use 24 hours, 7 days a week will ensure that the noise level of these equipment should be at 65 dB. If pumps are used, the contractor shall provide electric pumps.

1.9 3RD PARTY FAMILY HOUSING ATTENDANTS

The Contractor shall provide a 3rd Party Family Housing Attendant Firm that is independent to the Contractor. The family housing at Eielson AFB has been privatized and is maintained by Corvias. This 3rd Party Housing Attendant Firm shall on behalf of the Government and Contractor act as a facilitator with Corvias for entry into the housing units and into the housing units backyards.

The attendants duties shall also include providing a weekly schedule of housing units/backyards that the Contractor need to access to; the weekly schedule shall be submitted to the Contractor and the Government; the attendants shall be required to be on site when the Contractor enters the housing units/backyards until all work as been completed at all times;

attendants shall document any damage to the housing units both interior and exterior during construction and exterior maintenance; and the attendants shall notify the Contracting Officer immediately when damage does occur.

The attendants do not need to be on site at all times only when the Contractor will need to access the Family Housing Units for tie-in utilities and to provide maintenance in the backyards of the housing units.

The 3rd Party Family Housing Attendants Firm shall be approved by the Government. The Contractor shall submit to the Government the following information but is not limited to:

a. The firms resume; it is preferred the firm has experience in providing this type of service, preferably for Government Agencies;

SECTION 01 19 30.02 29 Page 4

b. A list of names of the proposed attendants including manager(s);

c. A resume from each proposed attendants including manager(s);

d. Background Checks shall be completed to all proposed attendants including manager(s);

e. Background Checks shall include but not limited to DUI/DWI; felonies and misdemeanors; child offender databases; etc.

d. It is preferred that the attendants have experience in this type of service (i.e. security guard; escort visitors through secured areas, etc.).

The Contractor shall be required re-submit to the Government for approval any changes to the approved list of proposed attendants/manager(s). New attendants/managers shall be required to be approved prior to start of work.

The Government may require to meet with the 3rd Party Family Housing Attendant Firm prior to acceptance and after acceptance to ensure the attendants understand their role.

1.10 DISPOSITION OF MATERIALS

Combustible and noncombustible waste material shall be disposed of off-site at an authorized solid waste disposal facility, except as otherwise specified. No burning will be permitted. The Contractor shall comply with all Federal, State and local regulations. Covered vehicles shall be used for hauling to prevent spillage. Clean (uncontaminated) soil, gravel, and rock; clean concrete, and asbestos may be disposed of at various designated sites, see attached disposal area map in SECTION 01 57 20.01 29 ENVIRONMENTAL PROTECTION, generally within a five mile radius of the project site. The Contractor shall include a plan covering waste disposal, borrow pit operations and project site operations as part of the Environmental Protection Plan specified in SECTION 01 57 20.01 29

ENVIRONMENTAL PROTECTION.

1.10.1 Salvageable Material

Salvageable material, if not otherwise indicated, shall become the property of the Contractor. The value of such salvage shall be reflected in the contract price.

1.11 WARRANTY OF CONSTRUCTION

Reference 00 72 00, contract clause 52.246-21 "Warranty of Construction" for additional requirements.

1.11.1 Failures

Upon receipt of notice from the Government of failure of any part of warranted items during the warranty period, the affected part or parts shall be promptly replaced. Such replacement shall include furnishing and installing the necessary new part or parts, making all necessary repairs, restoring the affected item to the operating condition specified in this contract and making all such tests as are necessary to ensure that there are no remaining defects. Such tests shall be performed in the presence of representatives of the Using Agency indicated below. Upon final acceptance

SECTION 01 19 30.02 29 Page 5 of the work or transfer of responsibility to the Government for operation and maintenance of the items covered, whichever is earlier, the Contractor shall be responsible to the Using Agency for the warranty provisions of this contract. A letter stating the applicable warranty provisions shall be furnished to the Contracting Officer in duplicate, in the format and text shown in the sample letter attached to this section.

1.11.2 Warranty Tag

The Contractor shall provide the following information typed or printed in ink on tag stock or card stock which shall be affixed in easy view location on the warranted installed equipment:

"This equipment was installed by contract (W911KB-XX-X-XXXX, Contract Number) and is under warranty by the (Construction Company Name) at (Phone Number) until (Day Month Year).

All maintenance by installation personnel is to be performed in accordance with maintenance manual provided at time of acceptance to avoid possible negation of the warranty.

In case of requirements for major adjustments, repairs or replacements, call the Eielson CES Warranty Manager at (907)377-5086."

See Section 01 78 00, Paragraph 1.7.5 Warranty Tags for additional requirements.

1.12 SITE/FACILITY RESPONSIBILITY

1.12.1 General

Immediately upon receipt of the Notice to Proceed (NTP) the Contractor assumes full responsibility, liability and takes full possession of each facility awarded as part of this contract. These responsibilities include but are not limited to site safety, site security, maintenance and temporary heating of the facilities.

1.12.1.1 Site Security

Prior to mobilizing to site, the Contractor shall furnish and erect temporary project safety fencing around the entire perimeter(s) of the project sites. No construction related operations shall commence until the perimeter fencing is installed and accepted by the Contracting Officer's Representative (COR). Temporary safety fencing details and proposed location shall be provided in the temporary facilities site plan.

The Contractor shall be responsible for maintaining the integrity of the perimeter fence, access into and out of the job site and unauthorized entry into the facilities themselves.

The Contractor shall NOT provide fabric on fencing that is located in the Family Housing Areas (Moose Lake and French Creek) as noted below. This includes the construction site, laydown areas, storage areas and supplemental storage areas. Areas located elsewhere provide fabric.

The safety fencing shall be constructed of commercially available chain link fencing material meeting the following requirements:

a. Height: 6 feet

SECTION 01 19 30.02 29 Page 6

b. Wire Diameter: 11 gauge

c. Material: Zinc coated steel

d. Galvanized: 0.006/square feet (0.03 kg/square meters)

e. Fabric Opening Size: 2 inches

f. Line Posts: 1.5 inches O.D.

g. Corner Posts: 3 inches O.D.

h. Rails: 1.5 inches O.D.

Line Posts shall be placed at 10 feet on centers (maximum) and may be driven into the ground in lieu of concrete bases if soil conditions permit. The temporary fence must have dark fabric that will obscure visibility into the project site. The fabric shall be UV light resistant, plastic fabric mesh netting (similar to tennis court or other screening).The Contractor shall install man-gates and vehicle access gates as required to meet the project requirements. The Contractor shall provide locking devices as required to ensure job security. All fencing material, hardware and accessories shall be appropriate for the application intended and installed as recommended by the fencing manufacturer. The Contractor shall maintain the integrity of the fence throughout the duration of the Contract. The Contractor shall immediately repair any damage to the fence as directed by the Contracting Officer's Representative. If a phased turnover plan is proposed by the contractor and accepted by the Government, the contractor shall relocate the temporary safety fencing as units are turned over to account for the change in the perimeter of the project site. Upon completion of and acceptance of the work, the Contractor shall remove all fencing material, posts, gates, hardware and accessories from the job site.

1.13 DUST CONTROL

The Contractor shall maintain excavations, embankments, stockpiles, haul roads, permanent and temporary access roads, and all other work areas within or outside the project boundaries free from dust which would cause a hazard or nuisance. Sprinkling or similar methods shall be employed to control dust. The contractor shall retain sufficient, suitable equipment at the site and repeat applications at intervals as to keep all parts of the disturbed area damp at all times 24 hours a day, 7 days a week. As a minimum, one 2000 gallon water distributor truck and one street sweeper shall be on site at all times except when freezing weather precludes sprinkling. Dust control shall be performed as the work proceeds and whenever a dust nuisance or hazard occurs. There shall be no visible dust coming off the work site at any time, or from any vehicle hauling for the contractor. In addition the contractor shall ensure that no material of any type will fall off any vehicle while in transit. Any dirt or mud, which is tracked onto paved or surfaced roadways, shall be cleaned away within the day it is deposited. No separate or direct payment will be made for dust control and the cost thereof shall be considered incidental to and included in the contract price.

1.14 CAMP FACILITIES

There are no Government owned camp facilities at the jobsite for the Contractor's use.

1.15 CONTRACTOR'S TEMPORARY FACILITIES

The contractor shall prepare a temporary facilities site plan indicating proposed locations of temporary facilities.

SECTION 01 19 30.02 29 Page 7

1.15.1 Storage Area

The Contractor shall construct a temporary 6 foot high chain link fence around trailers and materials. The fence fabric shall be as specified in paragraph "Site Security", so that visibility through the fence is obstructed. Fence posts may be driven, in lieu of concrete bases, where soil conditions permit. Trailers, materials, or equipment shall not be placed or stored outside the fenced area unless such trailers, materials, or equipment are assigned a separate and distinct storage area by the Contracting Officer away from the vicinity of the construction site but within the military boundaries. Trailers, equipment, or materials shall not be open to public view with the exception of those items which are in support of ongoing work on any given day. Materials shall not be stockpiled outside the fence in preparation for the next day's work.

Mobile equipment, such as tractors, wheeled lifting equipment, cranes, trucks, and like equipment, shall be parked within the fenced area at the end of each work day.

As noted in paragraph 1.11.1.1, Storage Area fencing shall not have fabric if located within the Family Housing Areas (Moose Lake and French Creek).

1.15.2 Supplemental Storage Area

The Contractor may request supplemental storage area. If available, the Contracting Officer may designate another or supplemental area for the Contractor's use and storage of trailers, equipment, and materials. This area may not be in close proximity of the construction site but shall be within the military boundaries. The Contractor shall construct a temporary 6 feet high chain link fence around the Supplemental Storage Area and lay down areas. The fence fabric shall be as specified in paragraph "Site Security", so that visibility through the fence is obstructed. Fence posts may be driven, in lieu of concrete bases, where soil conditions permit. The Contractor shall be responsible for cleanliness and orderliness of the area used and for the security of any material or equipment stored in this area. Utilities will not be provided to this area by the Government.

As noted in paragraph 1.11.1.1, Supplemental Storage Area fencing shall not have fabric if located within the Family Housing Areas (Moose Lake and French Creek).

1.15.3 Appearance of Trailers

Trailers utilized by the Contractor for administrative or material storage purposes shall present a clean and neat exterior appearance and shall be in a state of good repair. Trailers which, in the opinion of the Contracting Officer, require exterior painting or maintenance will not be allowed on the military property.

1.15.4 Maintenance of Storage Area

Fencing shall be kept in a state of good repair and proper alignment.

Should the Contractor elect to traverse, with construction equipment or other vehicles, grassed or unpaved areas which are not established roadways, such areas shall be covered with a layer of gravel as necessary to prevent rutting and the tracking of mud onto paved or established roadways; gravel gradation shall be at the Contractor's discretion. Grass located within the boundaries of the construction site shall be mowed for the duration of the project. Grass and vegetation along fences, buildings, under trailers, and in areas not accessible to mowers shall be edged or

SECTION 01 19 30.02 29 Page 8 trimmed neatly.

1.15.5 Security Provisions

Adequate outside security lighting shall be provided at the Contractor's temporary facilities. The Contractor shall be responsible for the security of its own equipment; in addition, the Contractor shall notify the appropriate law enforcement agency requesting periodic security checks of the temporary project field office.

1.16 CLEANUP

Construction debris, waste materials, packaging material and the like shall be removed from the work site daily. Any dirt or mud which is tracked onto paved or surfaced roadways shall be cleaned away. Materials resulting from demolition activities which are salvageable shall be stored within the fenced area described above or at the supplemental storage area. Stored material not in trailers, whether new or salvaged, shall be neatly stacked when stored.

1.16.1 Housing Units

The contractor shall ensure any construction debris to include tracking in dirt/leaves/grass inside the housing units have been removed and cleaned.

The contractor shall provide shoe covers as needed for construction contractors/Government/attendants for inside the housing units to limit dirt/leaves/grass tracking into the housing units.

1.17 RESTORATION OF STORAGE AREA

Upon completion of the project and after removal of trailers, materials, and equipment from within the fenced area, the fence shall be removed and will become the property of the Contractor. Areas used by the Contractor for the storage of equipment or material, or other use, shall be restored to the original or better condition. Gravel used to traverse grassed areas shall be removed and the area restored to its original condition, including top soil and seeding as necessary.

1.18 TEMPORARY HEATING

EM 385-1-1, Section 09.D.02.c, requires "close surveillance" of temporary heating devices. The Contractor shall interpret this to mean "continuous monitoring during operation of the temporary heater" to ensure the proper operation of the heater and that appropriate fire prevention/response measures are taken. Continuous monitoring may be accomplished by on-site personnel, or through the use of a wired, a wireless, or in the case of steam or hydronic heating systems where combustion is taking place external to the construction, an internal monitoring system located at the source of combustion. Submit Temporary Heating Monitoring Plan for approval with Action Prevention Plan(APP) or prior to commencement of applicable definable feature of work.

With regard to fuel combustion heaters, the following also applies: When fuel combustion heaters are used in enclosed structures, carbon monoxide (CO) shall be continuously monitored.

Connection to existing central steam heating source will not be available during contract.

SECTION 01 19 30.02 29 Page 9

1.19 NON-GOVERNMENT BORROW SOURCES

The Contractor shall check any non-Government, proposed borrow sources for the presence of hazardous substances and petroleum products as defined in ASTM E 1527. The publication includes guidance on previously examined sites. A Phase I Environmental Site Assessment, also as defined therein, shall be submitted for each proposed borrow site as a supplement to the Environmental Protection Plan specified in SECTION 01 57 20.01 29 ENVIRONMENTAL PROTECTION. The report shall identify any previous or current presence of hazardous substances at the site, regardless of whether they have been, or can be, released to the environment. The Assessment shall be performed under the direct supervision of an independent, registered professional engineer, currently licensed by the State in which the borrow source is located, and within such time frame as will ensure reports are valid when submitted. The engineer shall have a minimum of 3 years experience in performing satisfactory Environmental Site Assessments. All reports shall be certified in writing by the engineer and submitted in the standard format specified in the referenced publication, through the Contracting Officer, to the Base Environmental Office for review. Reports shall be submitted at least 30 days prior to needing borrow materials in the work. The qualifications of the engineer performing the Assessment shall be included with the report. Where hazardous materials are indicated, use of the source will not be allowed.

No borrow materials shall be brought onto Government property without approval of the Contracting Officer. The Government reserves the right to sample and test any borrow materials delivered to the project for conformance with this specification.

1.20 BIRDS' PROTECTION

Federal law prohibits disturbing bird nests containing eggs or birds too young to fly. Harassment of birds to force them to abandon an occupied nest is also illegal. If the contractor removes nests or harasses birds in violation of federal and state law, the contractor is responsible for any charges filed by US Fish and Wildlife Service or State of Alaska Department of Public Safety and is the liable party.

If an occupied bird nest is discovered, the contractor shall cease activities in the vicinity of the bird nest until the young birds are able to fly and leave the nest under their own power.

Cliff swallow nests are usually the greatest threat to construction projects. As a general rule, cliff swallows can begin nest construction any time between 10 May and 21 July.

The contractor shall be responsible for control of new nest construction after issuance of Notice to Proceed (NTP). The contractor shall survey the work area daily for new nest construction. To avoid project delays, the contractor shall remove all nests discovered before the nests have been completed and occupied.

The contractor shall be responsible for any increased cost or delay resulting from a nest constructed and occupied in the work area after NTP has been issued.

Reference Specification Section 01 57 20.01 29 Environmental Protection for additional bird's protection requirements.

SECTION 01 19 30.02 29 Page 10

1.21 WEEKLY COORDINATION MEETINGS

The Contractor shall participate in weekly/Monthly coordination meetings with the Contracting Officer and other Government representatives-as applicable. The Contractor shall be responsible for preparing the agenda in coordination with the Contracting Officer, distributing the agenda, conducting the meeting, preparing the meeting minutes, distributing the minutes, and tracking action items. The Contractor's superintendent and QC System Manager shall attend each meeting. Typical topics shall consist of but not limited to the following: review of the previous week's activities and progress; forecast of the following two week's activities and progress;

upcoming utility outage or street closure; status of shop drawing submittals and reviews; status of outstanding requests-for-information (RFI); status of pending modifications; anticipated modifications; proposed schedule changes; other concerns/and or issues.

1.22 RED ZONE MEETING

Red Zone Meeting (RZM) At approximately 75% completion, but not less than 60 days from anticipated completion, the Contractor shall participate in the RED ZONE Meeting (RZM). The Contractor shall be responsible for contributing to the agenda in support of the Administrative Contracting Officer (ACO) and the Alaska District Project Manager. The Government is responsible for distributing the agenda, conducting the meeting, preparing the minutes, distributing the minutes, and assigning action items. The purpose of the RZM is to coordinate all of the activities leading up to project acceptance by the customer as well as completing contract and project closeout.

Items to be discussed include, but are not limited to, the following:

verify O&M manual requirements and submittal dates; review status of all outstanding submittals; verify spare parts, keys, etc.; turnover requirements and turnover dates; acceptance inspection and final acceptance; identify and schedule all tests to be witnessed by Government personnel; mechanical system tests and balances; commissioning; training sessions; preliminary as-built submittals; final as-built submittals;

warranty conference; building interior inspections; separate building exterior inspections, if necessary before snowfall; final utility readings;

erosion control and turf requirements; installation of specialized equipment and communications infrastructure; permanent keys for building, whose responsibility and when needed; site demobilization.

Additionally the project team will discuss the processes for completing the Contractor's Release of Claims (RoC) and Contractor Performance Assessment Reporting System (CPARS). The Contractor is explicitly responsible for presenting five (5) copies of the following documents to the ACO at the RZM:

1. Current progress schedule.

2. Current punch list.

3. Schedule of all tests to be witnessed by Government.

The Contractor is explicitly responsible for presenting one (1) copy of the following documents to the ACO at the RZM:

1. Up-to-date Redline drawings and/or draft-final Computer Aided Design & Drafting (CADD) as-built drawings.

SECTION 01 19 30.02 29 Page 11

2. Draft of O&M manual.

3. Draft of Warranty Plan.

The RZM is also the forum for the Government Team and the Contractor to discuss any requirements for potential Final Contract Modifications to minimize the impact on the BOD and other key project milestones. The Government Team and the Contractor are jointly responsible for tracking all action items through resolution and addressing open issues in regularly scheduled management meetings following the RZM.

1.23 ACCESS REQUIREMENTS

REAL ID ACT of 2005 to enter military installations and federal facilities in Alaska:

Beginning at some time in October 01, 2018, a state issued driver's license from Alaska is no longer an accepted form of ID for a Contractor or a visitor to enter a military installation in Alaska. The REAL ID ACT of 2005 (REAL ID) established federally mandated requirements and standards for the production and issuance of state driver's licenses and identification cards, to include:

- full legal name, date of birth, gender, driver's license or identification card number, front facing digital photograph, address of principle residence, signature, physical security features designed to prevent tampering, counterfeiting, or duplication of the document for fraudulent purposes, and common machine-readable technology.

Currently, state issued driver's licenses from Alaska do not meet the federal standards for entry into federal facilities and installations. REAL ID compliant identification which may be used in lieu of state issued driver's license or identification cards include: U.S. Passport, U.S.

Passport Card, Federally-issued Personal Identification Verification (PIV) card, driver's license issued by the U.S. Department of State, Border Crossing Card, Department of Homeland Security (DHS) Trusted Traveler Cards, U.S. Military ID (including retiree and dependent identification cards), Veterans Health Identification Card, U.S. Permanent Resident Card (Form I-551), U.S. Certificate of Naturalization or Certificate of Citizenship (Form N-550), employment authorization document issued by DHS (Form I-766), U.S. Refugee Travel Document or other travel document issued by DHS containing a photograph and foreign government passport. CACs, dependent and retiree cards still are acceptable for personal entry.

A full list of Real ID Act of 2005 compliant states can be seen at:

https://www.dhs.gov/current-status-states-territories

1.24 AVAILABILITY AND USE OF UTILITY SERVICES

1.24.1 Temporary Utilities

Provide temporary utilities required for construction. Materials may be new or used, must be adequate for the required usage, not create unsafe conditions, and not violate applicable codes and standards.

1.25 COMPLIANCE WITH ALASKA LABOR LAWS ON OCCUPATIONAL LICENSING

The Contractor will be required to comply with provisions of Alaska Statutes AS 08 and Alaska Regulations 12 AAC 32 and 12 AAC 39 requiring

SECTION 01 19 30.02 29 Page 12 licensed electrical and mechanical administrators to supervise and be responsible for the performance of all regulated categories of electrical and mechanical work performed on-site as part of this contract.

The following Alaska State Regulations apply to this contract:

a. Controls and Control Wiring: 12 AAC 32.275

b. Inside Communications: 12 AAC 32.195

c. Residential Wiring: 12 AAC 32.235

d. Outside Communications: 12 AAC 32.125

e. Commercial Wiring: 12 AAC 32.165

f. Line Work: 12 AAC 32.075

g. Heating Cooling and Process Piping: 12 AAC 39.232

h. Mechanical Systems Temperature Control: 12 AAC 39.292

i. Residential Plumbing and Heating: 12 AAC 39.312

j. HVAC/Sheet Metal: 12 AAC 39.252

k. Refrigeration: 12 AAC 39.272

The Contractor shall also be required to comply with State of Alaska requirements for occupational licensing of electrical and mechanical journeymen and apprentice craftsmen performing any work on-site as part of this contract. The ratio of individuals holding trainee certificates may not be more than two electrician trainees for every certified electrician journeyman, or residential wireman as applicable, on a job site, or two power linemen trainees for every certified power lineman journeyman on the job site. The Contractor shall be prepared to demonstrate on demand, the licensing of the craftsmen engaged in the work.

1.26 PROTECTION OF EXCAVATED COMMUNICATIONS AND ELECTRICAL DUCTS

Where construction requires excavation beneath existing Government Owned communications or electrical ducts or conduits larger than 2.5", the exposed utility shall be supported to prevent structural failure. The support system shall be designed by the contractor and copy furnished to the Government before the affected line is undermined.

1.27 EXISTING FIBER OPTICS

If Government Owned fiber optic cable is damaged by the contractor, the contractor shall replace the cable from splice point to splice point at no additional cost to the Government. Replacement shall include spare cable in each manhole. Amount of spare will be determined by the Communications Squadron, up to 60' in each manhole. After replacement, end to end attenuation shall be measured with an optical power meter and OTDR performed on each cable at 1310 nm and 1550 nm. OTDR shall be in one direction for fibers not intended to be terminated and bi-directional for all others. Measurements procedures shall comply with EIA/TIA. Failures to achieve EIA/TIA compliant results shall be remedied by the contractor at no additional cost. Digital records of the attenuation and OTDR results shall

SECTION 01 19 30.02 29 Page 13 be furnished to the Government

1.28 EXISTING COMMUNICATIONS LINES OTHER THAN FIBER

If Government Owned communications lines, other than fiber optic lines, are damaged by the contractor, repairs shall be made in a manner acceptable to the Communications Squadron. The Communications Squadron may disapprove underground splicing in which case the damaged section of cable shall be replaced and a new manhole or new pedestals shall be provided for splicing.

The following tests and measurements shall be made on repairs: insulation resistance, shorts/crosses, grounds, opens, reversals, splits, transpositions, shield continuity, loop resistance, insertion and capacitance. Measurement procedures shall comply with RUS standards.

Failures to achieve RUS compliant results shall be remedied by the contractor at no additional cost to the Government. Digital records of these tests and measurements shall be furnished to the Government.

1.29 COMMUNICATIONS UTILITIES DAMAGE

If the contractor, sub or anyone associated with the construction contract hits a telecommunication cable/duct they are to contact the Communications Focal Point (CFP) at 377-1337 immediately to report the incident. The responsibility to report applies even if the cable/duct does not appear broken or damaged.

Acceptable forms of excavation within 36 inches (either side) of a located communications cable/duct as identified by orange marking paint, flags or stakes, include hand digging and hydro-vacuum excavation with reduced pressure and suction to limit potential damage to cable. Heavy equipment should not be used within 36 inches of an identified communications cable/duct. Also note that cable/duct depth varies greatly over just a few feet distance due to significant frost heaving in this arctic environment.

If damage occurs when a cable/duct is properly located (within 36 inches) the contractor will be solely responsible for the repair in a timely manner (normally within 24 hours). The repair must be done in accordance with EIA/TIA standards, and UFC requirements using BICSI certified technicians.

Repair will include additional cable, splice cases and all associated material to include modules, splice tubes/trays and equipment/tools required for repair. All cables will be tested IAW EIA/TIA standard procedures to include bi-directional dual range testing with both a powerloss meter and Optical Time-Domain Reflectometer (OTDR).

For cables/ducts that are not properly identified, the base communications unit will be responsible for repair. once the communication unit comes out to locate cables (as requested by processing an AF 103 work clearance request/dig permit), it is the responsibility of the contractor to maintain the markings throughout the project.

1.30 LOCKSET CORE INSTALLATION

The Contractor shall install all lockset(s) in accordance with the manufacturer's recommendations and with the following exceptions:

a. All locksets shall be installed without the cores. The Contractor shall be responsible for providing interim security of each facility until such time as the lockset cores are installed by the CES Locksmith.

b. The Contractor shall provide a Key Schedule to the Government for

SECTION 01 19 30.02 29 Page 14 approval. Once approved, the Contractor shall coordinate final coding of the lockset cores by the manufacturer in accordance with the approved key schedule. The Contractor shall coordinate the delivery of the final lockset cores and permanent keys directly from the manufacturer to the CES Locksmith.

c. The CES Locksmith will install the coded lockset cores; the Contractor shall be responsible for coordinating installation of the coded lockset cores in a timely manner.

1.31 PARTNERING

a. The Government intends to encourage the foundation of a cohesive partnership with the Contractor and its subcontractors. This partnership will be structured to draw on the strengths of each organization to identify and achieve reciprocal goals. The objectives are effective and efficient contract performance, intended to achieve completion within budget, on schedule, and in accordance with plans and specifications.

b. This partnership will be bilateral in makeup, and participation will be totally voluntary. Implementation of this initiative will be a topic of discussion at the Preconstruction Conference. Other recurring or special purpose meetings, as agreed between the Government and the Contractor, will be held as necessary to resolve contentious issues and maintain the partnering spirit. Any costs associated with effectuating this partnership will be agreed to by both parties and will be shared equally with no change in contract price. To implement this partnership initiative, it is anticipated that within 90 days of Notice to Proceed the Contractor's on-site project manager and the Government's on-site representative will attend a partnership development seminar followed by a team-building workshop to be attended by the Contractor's key on-site staff and Government's personnel. Follow-up workshops will be held periodically throughout the duration of the contract as agreed to by the Contractor and the Government.

1.32 JOINT SCHEDULE BASELINE REVIEW

A Joint Schedule Baseline Review (JSBR) Conference will be held on site at a mutually agreeable time after initial schedule acceptance and time to be coordinated with the Contracting Officer Representative. The purpose of the conference is to jointly assess schedule risk, operational/coordination concerns, and reasonableness, as well as to identify methods to mitigate risk and obtain stakeholder visibility and buy-in. The Contractor's Superintendent, scheduler, and key subcontractor personnel will orient the government team to the project concept and discuss schedule specifics. A live version of the schedule will be used by the project scheduler during the review.

1.33 ATTACHMENTS

a. AF Form 592 - Hotwork Permit

b. AF Form 103 - BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST

c. Sample Letter - Warranty Provisions

SECTION 01 19 30.02 29 Page 15

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

SECTION 01 19 30.02 29 Page 16

CEOIH

Natural Resources

Contact Housing (3112) at 372-2299 and resident prior to digging. Bring approved 103 to customer service.

DATE PREPAREDBASE CIVIL ENGINEERING WORK CLEARANCE REQUEST

(See Instructions on Reverse)

1. Clearance is requested to proceed with work at on Work Order No. , Contract No. , involving excavation or utility disturbance per attached sketch. This area has has not been staked or clearly marked.

2. TYPE OF FACILITY/WORK INVOLVED

G. AIRCRAFT OR VEHICULAR TRAFFIC FLOWA. PAVEMENTS D. FIRE DETECTION & PROTECTION SYSTEMS

H. SECURITYB. DRAINAGE SYSTEMS E. UTILITY OVERHEAD UNDERGROUND

I. OTHERC. RAILROAD TRACKS F. COMM OVERHEAD UNDERGROUND

3. DATE CLEARANCE REQUIRED 4. DATE OF CLEARANCE

5. SIGNATURE OF REQUESTING OFFICIAL 6. TELEPHONE NO. 7. ORGANIZATION

ORGANIZATION REMARKS (Use Reverse for additional REVIEWER'S NAME AND INITIALS

8.

A. ELECTRICAL DISTRIBUTION

B A

S B. STEAM DISTRIBUTION

E

C. WATER DISTRIBUTION

C I

D. POL DISTRIBUTIONV

I L

E. SEWER DISTRIBUTION

E N

F. ENVIRONMENTAL

G

I

G. PAVEMENTS/ GROUNDSN

E

E H. FIRE PROTECTION

R

I

I. ZONEN

G

J. OTHER (Specify)

9. SECURITY POLICE

10. SAFETY

11. COMMUNICATIONS

12. BASE OPERATIONS

13. CABLE TV

14. COMMERCIAL UTILITY COMPANY

TELEPHONE

GAS

ELECTRIC

15. OTHER (Specify)

16. REQUESTED CLEARANCE APPROVED DISAPPROVED

17. TYPED NAME AND SIGNATURE OF APPROVING OFFICER (Chief of Operations Flight or Chief of Engineering Flight) 17a. DATE SIGNED

PREVIOUS EDITIONS ARE OBSOLETE.AF IMT 103, 19940801, V3

Electrical Shop, 377-2297 Call before digging, Bldg. 1132

Utilities Shop, 377-2172 Call before digging, Bldg. 1128

Utilities Shop, 377-2172 Call before digging, Bldg. 1128

Fuels Shop, 377-2140 Call before digging, Bldg. 4231

Utilities Shop, 377-2172 Call before digging, Bldg. 1128

Environmental, 377-4342 Obtain Hazmat Brief, Bldg. 2258

Dirt Boyz, 377-1270 Call before digging, Bldg. 4105

Fire Prevention, 377-1293 Do not block roads or fire hydrants, Bldg. 4870

HVAC, 377-5133

Call before digging, Bldg. 2350

Natural Resources, 377-5182 Bldg. 2310 (address 2215)

SFS/S5, 377-5224, 377-1474

Obtain Security briefing, Bldg. 3134

Safety Office, 377-4260 Obtain Safety briefing, Bldg. 3112 Rm. 181

CS/SCOIC, 377-2368, 377-6969

Call 24 hours before digging, Bldg. 1127

Mr. Christopher Williams, 377-3233 If airfield vehicle pass needed, Bldg. 1215

CS/SCOIC, 377-2368, 377-6969

Call 24 hours before digging, Bldg. 1127

Alaska Dig Line, 1-800-478-3121 or 811 Control Number 201-332-0360

INSTRUCTIONS

The BCE work clearance request is used for any work (contract or in-house) that may disrupt aircraft or vehicular traffic flow, base utility services, protection provided by fire and intrusion alarm system, or routine activities of the installation. This form is used to coordinate the required work with key base activities and keep customer inconvenience to a minimum. It is also used to identify potentially hazardous work conditions in an attempt to prevent accidents. The work clearance request is processed just prior to the start of work. If delays are encountered and the conditions at the job site change (or may have changed) this work clearance request must be reprocessed.

18. REMARKS. (This section must describe specific precautionary measure to be taken before and during work accomplishment. Specific comments concerning the approved method of excavation, hand or powered equipment, should be included.)

AF IMT 103, 19940801, V3 (REVERSE)

S A M P L E L E T T E R

Contracting Officer Date__________________ Address (as stated in Notice of Award)

SUBJECT: Warranty Provisions, Contract

GENTLEMEN:

This is to acknowledge our responsibility in connection with the warranty provisions of this contract as set forth in the contract specifications.

The following items, equipment or systems furnished or installed under this contract are hereby warranted against defective design, material and workmanship for a period as indicated:

Warranted Item, Identification Warranty Expires at Equipment or System Serial Number, Etc. 11:59 PM Std. Time

Upon receipt of notice from the Government of failure of any part or parts of the warranted item, equipment, or system during the warranty period, the affected part or parts will be replaced promptly with new parts. Such replacement will include furnishing and installing the new part or parts, making all necessary repairs, restoring the item, equipment, or system to the operating condition specified in this contract and making all such tests as are necessary to ensure that there are no remaining defects. Such tests will be performed in the presence of the Representative of the Using Agency indicated below.

We are responsible to ______________________________________ for the warranty provisions of this contract. Correspondence regarding the failure of any of the preceding items, equipment or systems covered by the warranty provisions of this contract should be addressed to:

___________________________________ Telephone Number:

Very truly yours, Signed: ________________________________________ Title: _________________________________________ Organization: __________________________________

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

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. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section

01 33 29 SUSTAINABILITY REPORTING.

1.2 LUMP SUM PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the PROPOSAL SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.2.1 Unit of Measure

Unit of measure: Lump Sum.

1.3 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the PROPOSAL SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.3.1 Unit of Measure

Unit of measure: Job.

1.4 CONTAMINATED SOIL REMOVAL

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the PROPOSAL SCHEDULE and described below. The unit price and payment made for each item listed must constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

SECTION 01 22 00.00 10 Page 1

1.4.1 Unit of Measure

Unit of measure: cubic yard.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its…