03b. Attachmnet - Specifications Demo Sub3 - Rebuild Sub10 MHMV080002.pdf

Demo Sub 3, Rebuild Sub 10 Kirtland Air Force Base, New Mexico

MHMV080002

Specifications 100% Submittal

31 August 2023 GCAG/SCG JV Project # 18063

Prepared For:

Prepared By:

THIS PAGE INTENTIONALLY LEFT BLANK

DEMO SUB 3, REBUILD SUB 10 MHMV080002

KIRTLAND AFB, NEW MEXICO

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

01 11 10 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTARATIVE REQUIREMENTS

01 32 16.00 20 CONSTRUCTION PROGRESS DOCUMENTATION

01 33 00 SUBMITTAL PROCEDURES

SUBMITTAL REGISTER

01 33 10 TIME EXTENSION - WEATHER DELAYS

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 40.00 20 ENVIRONMENTAL MANAGEMENT

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.10 20 QUALITY CONTROL FOR MINOR CONSTRUCTION

01 45 35 SPECIAL INSPECTIONS

01 57 19.00 20 TEMPORARY ENVIRONMENTAL CONTROLS

01 72 80 TRANSFER AND ACCEPTANCE OF MILITARY REAL PROPERTY

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 84 33 REMOVAL AND DISPOSAL OF POLYCHLORINATED BIPHENYLS (PCBs)

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 92 00 JOINT SEALANTS

DIVISION 08 – OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 71 00 DOOR HARDWARE

DIVISION 09 - FINISHES

09 90 00 PAINTS AND COATINGS

09 96 00 HIGH PERFORMANCE COATINGS

PROJECT TABLE OF CONTENTS Page 2

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 30 00 HVAC AIR DISTRIBUTION

DIVISION 26 - ELECTRICAL

26 05 13.00 40 MEDIUM-VOLTAGE CABLES

26 05 19.10 10 INSULATED WIRE AND CABLE

26 05 26.00 40 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 05 70.00 40 HIGH VOLTAGE OVERCURRENT PROTECTIVE DEVICES

26 05 71.00 40 LOW VOLTAGE OVERCURRENT PROTECTIVE DEVICES

26 08 00 APPARATUS INSPECTION AND TESTING

26 09 23.00 40 LIGHTING CONTROL DEVICES

26 11 14.00 10 MAIN ELECTRIC SUPPLY STATION AND SUBSTATION

26 12 19.00 40 PAD-MOUNTED, LIQUID-FILLED, MEDIUM-VOLTAGE TRANSFORMERS

26 12 21 SINGLE-PHASE PAD-MOUNTED TRANSFORMERS

26 13 01 PAD-MOUNTED DEAD-FRONT AIR INSULATED SWITCHGEAR

26 13 13 METAL-CLAD SWITCHGEAR

26 13 14 SWTICHGEAR HOUSE

26 18 23.00 40 MEDIUM-VOLTAGE SURGE ARRESTERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 16.00 40 PANELBOARDS

26 27 13.10 30 ELECTRIC METERS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 35 33.00 40 POWER FACTOR CORRECTION EQUIPMENT

26 36 23 AUTOMATIC TRANSFER SWITCHES AND BY-PASS/ISOLATION SWITCH

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 31 - EARTHWORK

31 23 00.00 20 EXCAVATION AND FILL

31 32 19.13 GEOGRID SOIL STABILIZATION

31 32 19.16 GEOTEXTILE SOIL STABILIZATION

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 23 AGGREGATE BASE COURSE FOR FLEXIBLE PAVING

32 11 26 HOT-MIX BITUMINOUS BASE COUSE FOR ROADS AND STREETS

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 16.16 ROAD-MIX ASPHALT PAVING

32 15 00 AGGREGATE SURFACING

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

DIVISION 33 - UTILITIES

33 40 00 STORMWATER UTILITIES

33 46 13 FOUNDATION DRAINAGE

33 71 01 OVERHEAD TRANSMISSION AND DISTRIBUTION

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

PROJECT TABLE OF CONTENTS Page 3

33 73 00.00 40 UTILITY TRANSFORMERS

33 77 36.00 40 MEDIUM-VOLTAGE UTILITY FUSES

ATTACHMENTS

1 - DoD UCNI HANDLING GUIDANCE

2 - 01 14 00 BASE PASSES MASTER LOG

3 - 01 14 00 SFMIS AND BACKGROUND CHECK FORMS

4 - 01 35 40.00 20 APPENDIX A

5 - 01 35 40.00 20 APPENDIX B CHECKLIST OF ENVIRONMENTAL REQUIREMENTS

6 - 01 35 40.00 20 APPENDIX C

7 - 01 35 40.00 20 APPENDIX D WITH HAZARDOUS MATERIAL REQUIREMENTS FOR

SHORT-TERM CONSTRUCTION CONTRACTORS

8 - 01 72 80 DD FORM 1354

9 - 01 74 19 APPENDIX A WASTE SUMMARY

-- End of Project Table of Contents --

Section 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

08/11

PART 1 GENERAL

1.1 REFERENCES

No references identified in this section.

1.2 DEFINITIONS

Definitions pertaining to sustainable development are as defined in ASTM E 2114, Section 01 35 40.00 20 ENVIRONMENTAL MANAGEMENT and as specified.

a. "Environmentally preferable products" have a lesser or reduced effect on the environment in comparison to conventional products and services.

This comparison may consider raw materials acquisition, production, manufacturing, packaging, distribution, reuse, operation, maintenance, or disposal of the product.

b. "Indoor environmental quality" is the physical characteristics of the building interior that impact occupants, including air quality, illumination, acoustics, occupant control, thermal comfort, daylighting, and views.

c. "Operational performance" is the functional behavior of the building as a whole or of the building components.

d. "Sustainability" is the balance of environmental, economic, and societal considerations.

1.3 SUBMITTALS

The following shall be submitted in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Upon receipt of Government Furnished Equipment, the Contractor shall submit records in accordance with paragraph entitled, "Government Furnished Property," of this section.

Submit the following items to the Contracting Officer:

Utility Outage Requests Utility Connection Requests Digging Permit Welding/Burn Permit Landfill Permit Safety Plan Traffic Control Plan

Section 01 11 00 Page 2

1.4 WORK COVERED BY CONTRACT DOCUMENTS

1.4.1 Project Description

The Scope of Work for this project includes the complete demolition of electrical Substations 3 and 10, including foundations for all electrical poles, equipment, and perimeter fences. Demounting and removal of electric equipment as directed by the Owner, and storing it at a location confirmed by the Owner. Installation of 69kV Transmission Structure with 3-way Disconnect Switch. This involves tapping existing 69kV transmission line, and termination of 69kV overhead conductors between new transmission and substation 10 dead end structure. Construction of new 69/12kV Substation 10, which will be located at the intersection of "A" Avenue and 4th Street.

Substation 10 includes 69kV dead end structure, 69kV breaker, 46/12kV 10MVA Transformer, Control House with 12kV Switchgear. Upgrading of 4kV Distribution system to 12kV Distribution. This includes installation of 12kV overhead lines, installation of 12kV underground lines. Also included is the installation of 12kV pad mounted transformers and switchgear along the distribution system.

It is important to note that the scope of work may also include other tasks not explicitly mentioned in the provided information. These may include site preparation, grading, excavation, concrete work, installation of new electrical equipment, and testing and commissioning of the new substation.

Additionally, the scope of work may include compliance with local codes and regulations, ensuring safety measures are in place, and coordination with the Owner and other stakeholders involved in the project.

1.4.2 Location

The work shall be located at three different sites: Existing Substation 3, Existing Substation 10, and at new Substation 10 located at intersection of “A” Avenue and 4th Street on Kirtland Air Force Base, New Mexico. The exact location of the work at each of these sites will be shown by the Contracting Officer.

1.5 WORK RESCHEDULING

Contractor shall allow for a maximum of 0 calendar days where construction activity is prohibitive. Further allowance for 0 calendar days of excavation and subsurface activity abeyance shall be imposed where other construction activities are permitted. Government will provide 24 hour notification each time the restrictions are invoked.

Normal duty hours for work shall be from 7:00 a.m. to 4:00 p.m., Monday through Friday. Requests for additional work shall require written approval from the Contracting Officer 7 calendar days in advance of the proposed work period.

1.6 PROJECT ENVIRONMENTAL GOALS

Contractor shall distribute copies of the Environmental Goals to each subcontractor and the Contracting Officer. The overall goal for design, construction, and operation is to produce a building that meets the

Section 01 11 00 Page 3 functional program needs and incorporates the principles of sustainability.

Specifically:

a. Preserve and restore the site ecosystem and biodiversity; avoid site degradation and erosion. Minimize offsite environmental impact.

b. Use the minimum amount of energy, water, and materials feasible to meet the design intent. Select energy and water efficient equipment and strategies.

c. Use environmentally preferable products and decrease toxicity level of materials used.

d. Use renewable energy and material resources.

e. Optimize operational performance (through commissioning efforts) in order to ensure energy efficient equipment operates as intended.

Consider the durability, maintainability, and flexibility of building systems.

f. Manage construction site and storage of materials to ensure no negative impact on the indoor environmental quality of the building.

g. Reduce construction waste through reuse, recycling, and supplier take-back.

1.6.1 Independent Verification

1.6.1.1 US Green Building Council (USGBC) - LEED(tm) Rating System

Section not applicable

1.6.1.3 EPA Energy Performance Rating

Section not applicable.

1.7 OCCUPANCY OF PREMISES

Surrounding buildings will be occupied during performance of work under this Contract. Roads in which work will occur will be utilized when work is underway. A traffic control plan will need to be submitted and approved before work can commence that obstructs the roadways.

Before work is started, the Contractor shall arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.8 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

Section 01 11 00 Page 4

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.9 ON-SITE PERMITS

1.9.1 Utility Outage Requests and Utility Connection Requests

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

The Contractor shall verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed, but indicated in locations to be crossed by piping, ducts, and other work to be installed.

Work shall be scheduled to hold outages to a minimum.

Requests for utility outages and connections shall be made in writing to the Contracting Officer at least 30 calendar days in advance of the time required. Each request shall state the system involved, area involved, approximate duration of outage, and the nature of work involved.

1.9.2 Excavation/Dig Permit

In addition to notifying “New Mexico One Call”, the Contractor shall request a KAFB digging permit, AF Form 103, 30 days prior to start of excavation at the Civil Engineering Dig Permit Desk.

Contractor is responsible for physically identifying the entire dig site with white paint or white flagged stakes prior. The permit request will be denied if any area is not marked or if the area is marked with any color other than white.

Once the dig permit is approved, the Contractor is responsible for maintaining the utility locates/line spots for the duration of the project.

Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated to be removed but indicated or discovered during spotting in locations to be traversed by piping, ducts, and other work to be conducted or installed.

Verify elevations before installing new work relative to the nearest manhole or other structure at which an adjustment in grade can be made.

The contractor is responsible for protecting the existing utility lines and other existing improvements within the construction area. Any damage to existing utilities and/or facilities caused by construction activity shall be repaired or replaced at the contractor’s expense.

All excavations shall be barricaded and marked as required by OSHA.

Section 01 11 00 Page 5

1.9.3 Welding/Burn Permit

Obtain a welding/burn permit (Hot Work Permit) from KAFB Fire Department Station #1 prior to any hot work.

1.9.4 Landfill Permit

Burning of trash or rubbish is not permitted at on project site. Request a landfill permit from Base Civil Engineering to use KAFB C&D Landfill for construction and demolition waste only. Municipal solid waste will need to be disposed at an appropriate landfill.

1.10 LOCATION OF UNDERGROUND FACILITIES

Obtain digging permits 30 days prior to start of excavation. Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated to be removed but indicated or discovered during spotting in locations to be traversed by piping, ducts, and other work to be conducted or installed.

1.10.1 Notification Prior to Excavation

Notify the Contracting Officer at least 14 days prior to starting excavation work.

1.11 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

None.

1.12 GOVERNMENT-INSTALLED WORK

None.

1.13 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged shall remain the property of the Government.

The salvaged property shall be segregated, itemized, delivered, and off-loaded at a Government designated storage area.

Contractor shall maintain property control records for material or equipment designated as salvage. Contractor's system of property control may be used if approved by the Contracting Officer. Contractor shall be responsible for storage and protection of salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not used.

Section 01 11 00 Page 6

-- End of Section --

Section 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 SUMMARY

a. Existing Substations #3 and #10 will be fully operational during the construction of new Substation 10 located at the intersections of 4th Street and ‘A’ Avenue, and Mission operations cannot be interrupted. Access to the existing Substations during the project will need to follow Base security Protocol. Working hours to be between 0700 and 1600 Monday through Friday, unless approved otherwise by the Base.

b. The timing of taking the existing Substation #3 and #10 power off line is to be coordinated with the Kirtland Air Force Base and the local electric utility Company. Note, demolition of existing Substations #3 and #10 includes foundation removal. Upgrading distribution system needs and requisite outages require coordination between Kirtland Air Force Base and the local electric utility company. Finally, taping the existing transmission line and requisite outages require coordination between Kirtland Air Force Base and the local electric utility company.

c. Vehicles will be permitted to access the project site for delivery and removal of tools, equipment, and materials only. Vehicle access must be cleared in advance, and all vehicles will be thoroughly inspected prior to entering the project site.

d. All tools, equipment, and materials must be thoroughly inspected and cleared prior to entering the project site. They may be stored on site, in locations and in amounts approved by the Government.

e. No cell phones, two-way radios, or any radio frequency devices will be permitted on the job site at any time. Additionally, no data storage devices of any kind will be permitted.

f. Construction personnel must be escorted by government personnel at all times. Additional escorts are required in the Storage Vaults and Maintenance Bays (Areas L, M, N, O and P), and no more than one

(1) crew at a time will be permitted to work in these areas.

However, more than one (1) crew may be permitted in the support areas. Escort requirements will limit the size and number of crews allowed on site at any given time.

g. Time lost for mission operations should be anticipated throughout the duration of the project, but will be compensated by the Government.

Section 01 14 00 Page 2

1.2 SUBMITTALS

List of Contact Personnel

Personnel List

Vehicle List

Statement of Acknowledgement Form SF 1413

1.3 SPECIAL SCHEDULING REQUIREMENTS

a. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work.

b. Permission to interrupt activity of any roads shall be requested in writing a minimum of 15 calendar days prior to the desired date of interruption. Permission to interrupt utility service shall be requested in writing a minimum of 30 calendar days prior to the desired date of interruption.

1.4 CONTRACTOR ACCESS AND USE OF PREMISES

1.4.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear proper PPE in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry.

The Contractor's equipment shall be conspicuously marked for identification.

1.4.1.1 Subcontractors and Personnel Contacts

Furnish a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.4.1.2 Identification Badges and Installation Access

Failure to obtain entry approval will not affect the contract price or time of completion.

1.4.1.3 Tobacco Free Installation

Tobacco use is prohibited on this installation, except in Designated Tobacco Areas (DTAs). Tobacco includes, but is not limited to, cigars, cigarettes, electronic-cigarettes (“e-cigarettes”), stem pipes, water pipes, hookahs, Section 01 14 00 Page 3 and smokeless products that are chewed, dipped, or sniffed. Tobacco use outside of DTAs, including while walking anytime outside of DTAs, is prohibited. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines.

1.4.2 Working Hours

Regular working hours shall consist of a 9 hour period established by the Contractor and agreed to by the Contracting Officer, between 7 a.m. and 4:00 p.m., Monday through Friday, excluding Government holidays.

1.4.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 14 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer.

1.4.4 Exclusionary Period

No exclusionary period identified at this time. The Contracting Officer shall notify the Contractor if an exclusionary period is anticipated.

1.4.5 Occupied and Existing Buildings

Surrounding buildings will be occupied during performance of work under this Contract. Roads in which work will occur will be utilized when work is underway. A traffic control plan will need to be submitted and approved before work can commence that obstructs the roadways.

Before work is started, the Contractor shall arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.4.6 Utility Cutovers and Interruptions

a. The Contractor shall coordinated utility cutovers and interruptions with the Contracting Officer. The possibility for performing this work after normal working hours may be discussed when the outage request is submitted 30 days prior to the preferred outage date.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, and compressed air shall be considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours."

d. Operation of Station Utilities: The Contractor shall not operate nor disturb the setting of control devices in the station utilities system, Section 01 14 00 Page 4 including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor shall notify the Contracting Officer giving reasonable, 30 days, advance notice when such operation is required.

1.5 SECURITY REQUIREMENTS

The following security requirements apply:

1.5.1 Parking

Do not park on or block the marked fire lanes at any time. Do not park on established landscape, vegetation, or undisturbed topsoil except as approved by Contracting Officer. Contractor shall be responsible for any damage done due to vehicle parking.

1.5.2 Vehicle Searches

Vehicles are subject to search while entering, remaining in, or leaving

KAFB.

1.5.3 Escort

For entrance to and work inside any building inside 27496 and 27497, the GOVERNMENT will provide escort services in the affected area. Coordinate access with the Contracting Officer.

1.5.4 Areas Not Covered by Contract

Contractor personnel will not be permitted to enter any area except along the travel path to the work area and the work area. The ingress and egress will be pre-designated by the Contracting Officer.

1.5.4.1 Access to Unclassified Information

Access to unclassified technology and related technical information manuals, documents, drawings, plans, specifications, and other unclassified information is restricted to official need-to-know basis, designated by physical markings to show the appropriate control designations. Handle, control, and safeguard to prevent oral, visual, and documentary disclosure to the public, to foreign sources, and to personnel not having an official need-to-know. Return this information to the Contracting Officer upon completion of contracted work, except when specific retention authorization is granted by the Contracting Officer's Security Representative.

1.5.4.1.1 Contract Documents

This provision shall apply to the Project Contract Documents. Refer to Attachment 1: Safeguarding and Handling Department of Defense Unclassified Controlled Nuclear Information (DoD UNCI).

1.5.4.2 Photographs

Section 01 14 00 Page 5

Unofficial photography is prohibited. When operationally required, submit a written request containing specific justification and details to the Contracting Officer prior to release.

1.5.4.3 Identification Badges

a. Requirement for contractor badges vary from project to project.

Consult with the Contracting Officer for detailed requirements.

b. Maintain strict accountability over identification badges and passes issued by the Pass and ID Office. Return any badges/passes to the Pass Office immediately upon termination of any employee, expiration, completion of the contract or when no longer required.

1.5.5 Base Passes

Submit for approval, at least 15 days prior to the desired date of entry, an original alphabetical list of all personnel who require entry into Government property to perform work on the project. Furnish this list on the attached Base Passes Master Log listing all persons requiring access.

Each person shall also be required to fill out and sign a Criminal Background Check Form and a Contractor SFMIS Pass Request; see attached blank forms. The original Background Check Form and SFMIS Pass Request must be provided to the government along with the Base Passes Master Log.

1.5.5.1 Citizenship Requirements

Work under this contract is restricted to U.S. citizens.

1.5.6 Vehicle List

Submit an original list of vehicles to be utilized at the work site with the following information for each vehicle:

a. Make

b. Year

c. Model

d. License number

e. Registered owner

1.5.7 Passes

Submit request for personnel and vehicle passes together. Include the Certificate of Insurance for Contractor and Subcontractor(s) and the Statement of Acknowledgement Form SF 1413 with the submittal. Passes will normally be issued within 21 days.

1.5.7.1 Control

Maintain strict accountability over passes. Immediately report, to the source of issue, passes missing or lost and the circumstances. If the

Section 01 14 00 Page 6

Contractor has another active contract or one commencing immediately, employees' names may be transferred from one contract to the other. Final payment will not be effected until employees are transferred to another contract or the records are cleared. Furnish a signed letter, countersigned by the source of issue, stating that passes have been turned in.

1.5.8 Inspection

Personnel, equipment and plant are subject to inspection. Personnel are also subject to physical searches at random intervals.

1.6 SPECTRUM REQUIREMENTS

1.6.1 Two Way Radios

Two-way handheld radios (walkie talkies), or any radio frequency device will not be permitted on this project.

Not Used

Section 01 20 00.00 20 Page 1

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SUBMITTALS

Schedule of Prices

Cost-Loaded AF 3064

1.2 SCHEDULE OF PRICES

1.2.1 Data Required

Schedule of Prices, as directed by the Contracting Officer. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices, and extended prices. Costs shall be summarized, and totals provided for each construction category.

1.2.2 Schedule Instructions

Payments will not be made until the Schedule of Prices and completed AF 3064 have been submitted to and accepted by the Contracting Officer.

1.3 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.3.1 Content of Invoice

Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27, Prompt Payment Construction Contracts and FAR 52.232-5, Payments Under Fixed-Price Construction Contracts. The requests for payment shall include the documents listed below.

a. The Contractor's invoice.

b. The Schedule of Pricing, showing in detail: the estimated cost, percentage of completion, and value of completed performance for each of the construction categories stated in this contract.

c. Updated AF 3065 and reports required by the contract.

d. Other supporting documents as requested.

e. Updated copy of submittal register (AF66).

f. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies.

g. Summary of waste pursuant to Section 01 74 19.

Section 01 20 00.00 20 Page 2

1.3.2 Final Invoice

a. A final invoice shall be accompanied by the Contractor's Final Release and all other documents required as listed in Section 01 78 00, Close Out Submittals, and other Sections as applicable.

b. Final invoice not accompanied by Contractor’s Final Release will be considered incomplete and returned to Contractor.

1.4 PAYMENTS TO THE CONTRACTOR

Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section, and will be subject to reduction for overpayments or increase for underpayments made on previous payments to the Contractor.

1.4.1 Obligation of Government Payments

The obligation of the Government to make payments required under the provisions of this contract will, at the discretion of the Contracting Officer, be subject to reductions and/or suspensions permitted under the FAR and agency regulations including the following in accordance with "FAR 32.503-6:

a. Reasonable deductions due to defects in material or workmanship;

b. Claims which the Government may have against the Contractor under or in connection with this contract;

c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor; and

d. Failure to provide up to date record drawings not current as stated in

Contract Clause "FAC 5252.236-9310, Record Drawings."

1.4.2 Payment for Onsite and Offsite Materials

Progress payments may be made to the contractor for materials delivered on the site, for materials stored off construction sites, or materials that are in transit to the construction sites under the following conditions:

a. FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts.

b. Materials delivered on the site but not installed, including completed preparatory work, and off-site materials to be considered for progress payment shall be high cost, long lead, special order, or specialty items, not susceptible to deterioration or physical damage in storage or in transit to the construction site. Examples of materials acceptable for payment consideration include, but are not limited to, structural steel, non-magnetic steel, non-magnetic aggregate, equipment, machinery, large pipe and fittings, precast/pre-stressed concrete products, plastic lumber (e.g., fender piles/curbs), and high-voltage electrical cable.

Materials not acceptable for payment include consumable materials such as nails, fasteners, duct tape, and caulking.

Section 01 20 00.00 20 Page 3

c. Materials to be considered for progress payment prior to installation shall be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Schedule of Prices requirement of this contract.

Requests for progress payment consideration for such items shall be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 have been met.

d. Materials are adequately insured and protected from theft and exposure.

e. Provide a written consent from the surety company with each payment request for offsite materials.

f. Materials to be considered for progress payments prior to installation shall be stored in a location approved by the Contracting Officer.

Section 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 SUBMITTALS

View location map

Pre-existing condition photos

Draft Waste Management Plan

1.2 VIEW LOCATION MAP

Submit to the Contracting Officer, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.3 PRE-EXISTING CONDITION PHOTOS

Not applicable to this project.

1.4 CONTRACTOR SPECIAL REQUIREMENTS

1.4.1 Asbestos Containing Material

Not applicable to this project.

1.5 SUPERVISION

Have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours. In addition, if a Quality Control (QC) representative is required on the contract, then that individual shall also have fluent English communication skills.

1.6 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule prices, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work shall also attend.

1.7 UNEXPLODED ORDNANCE (UXO) TRAINING

Not necessary for this project since all work will be inside the facility.

Section 01 30 00 Page 2

1.8 AVAILABILITY OF CADD DRAWING FILES

After award and upon request, the electronic "Computer-Aided Drafting and Design (CADD)" drawing files will only be made available to the Contractor for use in preparation of shop drawings or planning documents related to the referenced contract subject to the following terms and conditions. Data contained on these electronic files shall not be used for any purpose other than as a convenience in the preparation of shop drawings for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government or Designer of Record. The Contractor shall make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor shall, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic CADD drawing files are not construction documents.

Differences may exist between the CADD files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic CADD files, nor does it make representation to the compatibility of these files with the Contractors hardware or software. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished CADD files, the signed and sealed construction documents shall govern. The Contractor is responsible for determining if any conflict exists. Use of these CADD files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project.

If the Contractor uses, duplicates and/or modifies these electronic CADD files for use in producing shop drawings, data related to this contract, all previous indicia of ownership (seals, logos, signatures, initials and dates) shall be removed. Refer to Attachment 1: Safeguarding and Handling Department of Defense Unclassified Controlled Nuclear Information (DoD

UNCI).

1.9 E-MAIL ADDRESS

The Contractor shall establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments in Microsoft, Adobe Acrobat, and other similar formats. Within 10 days after contract award, the Contractor shall provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes, terrorist threats, etc. Multiple email addresses will not be allowed.

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It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). The Contractor shall promptly notify the Contracting Officer, in writing, of any changes to this email address.

Section 01 32 16.00 20 Page 1

SECTION 01 32 16.00 20

CONSTRUCTION PROGRESS DOCUMENTATION

11/09

1.1 SUBMITTALS

Cost-Loaded Construction Schedule (AF3064)

Critical Path Method (CPM) Construction Schedule (MS Project or equivalent)

1.2 ACCEPTANCE

Prior to the start of work, prepare and submit to the Contracting Officer for acceptance a construction schedule in the form of an AF3064 in accordance with the terms in Contract Clause "FAR 52.236-15, Schedules for Construction Contracts," except as modified in this contract. Acceptance of an error-free AF3064 and updates is a condition precedent to processing the Contractor's pay request.

In addition to the AF3064, prepare and submit to the Contracting Officer for acceptance a construction schedule in the form of a Critical Path Method Schedule. Acceptance of an error-free CPM Schedule and updates is a condition precedent to processing the Contractor's pay request.

1.3 SCHEDULE FORMAT

1.3.1 AF3064

The AF3064 shall show submittals, government review periods, material/equipment delivery, utility outages, material lead times, on-site construction, inspection, testing, and closeout activities. Follow the directions as printed on the AF3064.

1.3.2 Critical Path Method (CPM) Construction Schedule

The CPM schedule shall show the above, breaking the construction period into activities to include durations, float time, predecessors, successors, and construction logic to establish a Critical Path for the project. Major milestones on this schedule are to coincide with those shown on the AF3064.

1.4 UPDATED SCHEDULES

Update the Construction schedules at monthly intervals or when the schedule has been revised. The updated schedule shall be kept current, reflecting actual activity progress and plan for completing the remaining work as well

Section 01 32 16.00 20 Page 2 as delays and modifications to the contract duration. Submit copies of purchase orders and confirmation of delivery dates as directed.

1.5 CORRESPONDENCE AND TEST REPORTS:

All correspondence (e.g., letters, Requests for Information (RFIs), e-mails, meeting minute items, Production and QC Daily Reports, material delivery tickets, photographs, etc.) shall reference Schedule activities that are being addressed. All test reports (e.g., concrete, soil compaction, weld, pressure, etc.) shall reference schedule activities that are being addressed.

Section 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

1.1 SUMMARY

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Contractor's Quality Control (CQC) Manager to check and approve all items prior to submittal and stamp, sign, and date indicating action taken.

Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves;

test reports; test cylinders; samples; O&M manuals (including parts list);

certifications; warranties; and other such required submittals.

Submittals are to be submitted and approved prior to the acquisition of the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections. Submittals are identified by Submittal Description (SD) numbers and titles as follows:

Submittals which are required prior to start of construction (work):

Certificates of insurance Surety bonds List of Subcontractors

AF3064

Project-Specific AF66 Schedule of Prices Health and Safety plan Quality Control (QC) plan Waste Management Plan Preliminary AF1354 Preconstruction Submittals as listed in other Sections

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SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

Design submittals, design substantiation submittals and extensions of design submittals.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Testing must have been within three years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

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Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

SD-08 Manufacturer’s Instructions

Preprinted material describing installation of a product, system or material, including special notices and (MSDS) concerning impedances, hazards and safety precautions.

SD-09 Manufacturer’s Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and must state the test results; and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment.

This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

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Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Special requirements necessary to properly close out a construction contract.

For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

Interim "DD Form 1354" with cost breakout for all assets 30 days prior to facility turnover.

1.2.2 Approving Authority

Office or designated person authorized to approve submittal.

1.2.3 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, except those SD- 01 Pre-Construction Submittals noted above, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.3 SUBMITTALS

Submit the following in accordance with this section:

Project-Specific AF66

1.4 VARIATIONS

Variations from contract requirements require Government approval and will be considered where advantageous to Government.

1.4.1 Considering Variations

Discussion with Contracting Officer prior to submission, after consulting with the DOR, will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).

Specifically point out variations from contract requirements in transmittal letters. Failure to point out deviations may result in the Government requiring rejection and removal of such work at no additional cost to the Government.

1.4.2 Proposing Variations

When proposing variation, deliver written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government, including the DOR's written analysis and approval. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation

Section 01 33 00 Page 5 required for variation, include the submittals required for the item.

Clearly mark the proposed variation in all documentation.

1.4.3 Warranting That Variations Are Compatible

When delivering a variation for approval, Contractor, including its Designer(s) of Record, warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

1.4.4 Review Schedule Is Modified

In addition to normal submittal review period, a period of 14 calendar days will be allowed for consideration by the Government of submittals with variations.

1.5 SCHEDULING

Schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Include certifications to be submitted with the pertinent drawings at the same time. No delay damages or time extensions will be allowed for time lost in late submittals.

a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential resubmittal of requirements.

b. Submittals called for by the contract documents will be listed on the register. If a submittal is called for but does not pertain to the contract work, the Contractor is to include the submittal in the register and annotate it "N/A" with a brief explanation. Approval by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but which have been omitted from the register or marked "N/A."

c. Carefully control procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal Register."

d. Except as specified otherwise, allow review period, beginning with receipt by approving authority, that includes at least 15 days for submittals for Contracting Officer approval. Period of review for submittals with Contracting Officer approval begins when Government receives submittal from Contractor.

e. Period of review for each resubmittal is the same as for initial submittal.

1.6 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, the Government will:

a. Note date on which submittal was received from Contractor.

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b. Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

c. Identify returned submittals with one of the actions listed on AF3000 and with markings appropriate for action indicated.

Upon completion of review of submittal, stamp and date approved submittals.

3 copies of the approved submittal will be retained by the Contracting Officer and 3 copies of the submittal will be returned to the Contractor.

If the Government performs a conformance review of other Designer of Record approved submittals, the submittals will be so identified and returned, as described above.

1.7 DISAPPROVED SUBMITTALS

Contractor shall make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications; notice as required under the clause entitled, "Changes," is to be given to the Contracting Officer. Contractor is responsible for the dimensions and design of connection details and construction of work.

Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, the…