Attachment 1 - SOW and Specs 1093906 TYMX203906 Repair Hangar Roof B40 revised 6 Mar 2020.pdf

TYMX203906 Repair Hangar Roof B40 1093906

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.10 JBSA SUMMARY OF WORK

a description of work covered in this contract and is required for use in all JBSA capital projects

01 14 00 JBSA WORK RESTRICTIONS

scope

01 30 00 ADMINISTRATIVE REQUIREMENTS

general administrative and procedural requirements for Contractor management and coordination

01 32 01.00 10 PROJECT SCHEDULE

the preparation and maintenance of the project schedule for construction projects or design-build construction projects

01 32 16.00 20 SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

the preparation and use of construction schedules for small projects

01 33 00 SUBMITTAL PROCEDURES

general procedures regarding submittals, data normally submitted for review to establish conformance with the design concept and contract documents

01 33 29 SUSTAINABILITY REPORTING

providing sustainability documentation for Guiding Principles Validation (GPV), and Third Party Certification (TPC)

01 35 13.20 00 SPECIAL PROJECT PROCEDURES-CAD

scope

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

safety and occupational health requirements for the protection of Contractor and Government personnel, property, and resources

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

listing of organizations whose publications are referenced in other sections of the specifications.

01 45 00.00 10 CONSTRUCTION QUALITY CONTROL

Contractor Quality Control

01 45 00.10 20 QUALITY CONTROL FOR MINOR CONSTRUCTION

Quality Control for small construction projects and repair or maintenance work. It may also be used for minor elements or small quantities of work in larger projects at the discretion of the Government

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

temporary construction facilities, safety systems, construction traffic provisions, construction signage and controls over contractor operations required for use in

PROJECT TABLE OF CONTENTS Page 1 all projects.

01 57 20 ENVIRONMENTAL PROTECTION

scope

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

the management of non-hazardous construction waste and demolition debris/waste materials

01 78 00 CLOSEOUT SUBMITTALS

closeout submittals including: revised project documents, warranty management, testing, adjusting and balancing, O & M manuals, and cleanup

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

framing, grounds, nailers, blocking, and sheathing of light wooden structures and includes the use of preassembled components and plastic lumber

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 22 00 ROOF AND DECK INSULATION

insulation materials used below built-up roofing and single ply roofing systems

07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING

modified bitumen sheet roofing. Hot mopped asphalt, torch applied, hot air, and cold-applied adhesive applications are included on both existing and new roof systems with slopes from 6 mm to 76 mm 1/4 inch to 3 inches per foot. Both SBS and APP modified bitumen membranes are included

07 60 00 FLASHING AND SHEET METAL

flashing and sheet metal work including gutters and downspouts, scuppers, splash pans, and sheet metal roofing

07 61 14.00 20 STEEL STANDING SEAM ROOFING

steel standing seam roofing

DIVISION 09 - FINISHES

09 90 00 PAINTS AND COATINGS

painting of new and existing, interior and exterior substrates, including masonry, concrete, metal, wood and other miscellaneous materials

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION 01 11 00.10

JBSA SUMMARY OF WORK

10/19

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor QC approval.

Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The current Hangar 40 roof is a modified bitumen system. On the straight run roof areas, which vary in size and slope, the roof system is installed horizontally (rolls running perpendicular to the slope of the roof, shingle lapped from bottom to top). On the main roof, which is curved, the system is installed vertically nearly to the apex. Vertically installed Mod-Bit systems are not well known for their performance then run parallel to the roof slope especially at higher slopes. Judging by the granule loss of the red colored cap sheet, this roof is far past it's effective life cycle.

Reroofing this large building will be a design challenge due to the extreme slope changes at the bases of the curved roof areas, and the volume of water making that change. The primary structure of the building currently appears to be stable and intact. Contractor shall assume 100% replacement of underlayment required.

1.2.2 Demolition

1.2.2.1 Architectural

a. On Large Upper Curved Roof, Intermediate and Lower Sloped Roofs, Hangar Door Mansards, Lower Flat Roof Area, Upper Roof Corner Hangar Door Pockets, and Small Cover Patio Roof remove existing roof system and insulation down to the structural decking, including all flashings, protection boards, insulations, drainage components, and eave/fascia components to be replaced. All gutters and downspouts shall also be removed including "flying" downspouts and prep roof surface for any necessary repairs.

b. Remove all roof related flashings and any materials that might cause dissimilar metals corrosion issues with new installation.

c. Remove any unused or abandoned plumbing, electrical, mechanical, or communications penetrations thru the roof deck and parapet walls. All holes in the parapet walls & roof deck left by these penetrations should be sealed.

d. Remove ladder and with hand rail located on the south west central side of building, maintain all other existing access ladders between different roof sections, or provide alternate means of access between sections when existing ladders must be removed to facilitate construction. Reinstall ladders following construction in manner that will not violate or void

SECTION 01 11 00.10 Page 1 warranty coverage of the roof system.

e. This is an old JohnsMannville multi-ply mod-bit system. This is evidenced by the numerous vent caps that were required for overlay systems many years ago. Remove vent cap no longer nessasary with new roof.

1.2.3 New Work

1.2.3.1 Architectural

1.2.3.1.1 Structural Repair

a. Large Upper Curved Roof, Intermediate and Lower Sloped Roofs, and Hangar Door Mansards: Make any necessary repairs to the structural decking according to SDI and ASTM recommendations with fastener spacing dictated by local wind codes. Ensure current fastening patterns comply with new wind uplift requirements.

b. Lower Flat Roof Areas and Upper Roof Corner Hangar Door Pockets: Make any necessary repairs to the structural decking according to SDI and ASTM recommendations with fastener spacing dictated by local wind codes. Ensure current fastening patterns comply with new wind uplift requirements. Make necessary surface repairs to patch top of parapet in the eighteen (18) locations where the "flying" downspouts were removed. Install drainage system designed to appropriately allow water to runoff the new roofing system.

c. Sloped Shop Roof: Make any necessary repairs to the structural decking according to SDI and ASTM recommendations with fastener spacing dictated by local wind codes.

1.2.3.1.2 New Roof Installation

a. Large Upper Curved Roof, Intermediate and Lower Sloped Roofs, Hangar Door Mansards and Small Cover Patio Roof: New roof system to be standing seam metal roof mechanically-fastened through insulation into structural decking. (Basis of design is Merchant & Evan, Inc. Zip-Rib). Panels should be 16" wide, 2.5" tall, 24 ga (minimum) Galvalume steel with 1 mil Kynar finish mechanically seaming together at side laps, will be formed in continuous length from eave to eave with no end laps, and have striations in the pans of the panels to reduce oil canning. Seams will have a continuous bead of non-curing sealant. Panels will have a point of fixation at the ridge to allow thermal movement at the eave. There will be no exposed fasteners at the eave. Exposed fasteners will only be allowed at pipe penetrations where required by manufacturer. System will be designed for wind speed of 115 mph in accordance with ASCE 7-10. Manufacturer shall be tested for and in compliance with ASTM E 1592, ASTM E 1646, ASTM E1680, and UL 580, and any other applicable roofing standards. Portable roll former must have UL certification.

b. Flat Roof Area, and 4 Upper Roof Corner Hangar Door Pockets: New roof system to be Modified Bitumen system. System will be designed for wind speed of 115 mph in accordance with ASCE 7-10. Manufacturer shall be tested for and in compliance with FM 4470, FM 4471, UL 790, and ASTM E 108, and any other applicable roofing standards. New roof system must match existing roof membrane color. Modified Bitumen. The low slope roof will require a metal transition flashing between the metal roof and the membrane roof, along with a metal valley flashing.

SECTION 01 11 00.10 Page 2

c. Insulation substrate shall consist of (from bottom up) two (2) layers of 1" Polyisocyanurate rigid insulation board (and ½" protection board adhered to insulation with manufacturer's standard adhesive in areas with Modified Bitumen) mechanically-fastened to the decking. Stagger joints of substrate in both directions. DO NOT SHAVE OFF PROTECTION BOARD TO CORRECT SLOPES.

ADJUST TAPERED INSULATION UNDER PROTECTION BOARD, AND THEN INSTALL

PROTECTION BOARD INTACT.

d. Slope Lower Flat Roof Areas, Machine Shop Roof, and Upper Roof Corner Hangar Door Pockets with tapered insulation to achieve a minimum slope of 1/4" in 20'-0" positive drainage at all areas and eliminate all ponding.

Greater slopes may be needed at crickets and other special locations.

Modify original tapered layout to the following requirements:

1. Install crickets at all square penetrations.

2. Use tapered insulation to contour away from pipe cluster pocket flashings to avoid ponding against them.

e. Adhere membrane to protection board with manufacturer's recommended adhesive strictly following manufacturer's installation instructions.

Ensure to comply with manufacturer's requirements for membrane roll widths in high uplift zones. (These zones: Field, Edge, and Corner, should be shown on roof plan of shop drawings with clear dimensions of each zone).

Weld seams per manufacturer's recommendations. Use test strips to ensure correct proper welding temperature each time the welding machine is turned

on. Provide three test strips to Government Quality Assurance Personnel daily to demonstrate seam welding device was tested and operating at proper temperature during seaming process.

f. Install T-patches, scuppers, drain targets, and other flashings per manufacturer-approved shop drawings. Long edges of Large Upper Curved Roof, Intermediate and Lower Sloped Roofs, Hangar Door Mansards, the lowest edge of Lower Flat Roof Areas and Upper Roof Corner Pockets, and all outside edges of the Flat Roofs (due to how flat it is) will require new gutter systems. Increased gutter sizes and downspout locations should be designed to better distribute water from upper roofs to lower roofs without flooding individual panels. Gutter net and downspout strainer balls shall be required due to adjacent trees overhanging the lower roof to the West.

Downspouts of upper roof should drain onto lower roof to be collected by lower roof gutters and drained to the ground level. All down spout and gutters color will be beige (not red) in accordance with the base standards.

g. Utilize existing flashings at building entry that match metal wall panel cladding. Manufacturer's details should be adjusted accordingly to utilize these existing flashings into their system.

h. Install pocket flashings with self-leveling flowable sealant compatible with manufacturer's system at pipe clusters penetrating roof deck. Ensure all pipe insulation, if any, is correctly installed and watertight prior to application of flowable sealant.

i. Install manufacturer's standard textured walk pads at all locations under concrete blocks or other load bearing supports that are required.

Install walk pad system in all equipment maintenance areas, access points, and normal traffic areas to reduce wear on main roof membrane. All walk pads shall be fully welded to roof membrane with no air pockets.

SECTION 01 11 00.10 Page 3

j. Prior to the start of construction the contractor will submit shop drawings have been approved by the manufacturer for construction. All shop drawings for the new roof installation must receive Government Approval.

1.2.3.2 Mechanical

Replace all roof drain collars with new galvanized cast iron units with galvanized drain screens.

1.2.3.3 Electrical

Rooftop Secure Communications & Monitoring Equipment

a. Coordinate with on-site project engineer any work required to move or relocate any type of communication or monitoring equipment of any kind to facilitate installation of the roofing system.

b. Work to be done on these systems shall ONLY be performed by qualified personnel with appropriate technical training and security clearances as approved by building-occupying agency.

1.2.3.4 Testing

a. Test concrete decking as stated above in areas where saturation is observed or has been known to occur. Concrete deck must have maximum moisture content of 12% or lower prior to start of roofing installation.

b. Perform water spray tests at selected penetrations to ensure watertight installation following completion of installation.

c. Provide a minimum of 72 hour notice prior to testing to allow for Government observation of testing.

d. Perform water flow tests according to IPC at all main and overflow roof drains.

e. Perform drainage and leakage tests on all recessed overflow scuppers penetrating perimeter parapet walls.

1.2.4 Location

The work is located at JBSA Randolph Hanger 40, approximately as indicated. The exact location will be shown by the Contracting Officer.

[1.3 CONTRACT DRAWINGS

The following drawings accompany this specification and are a part thereof.

Reference asbuilt drawings B40 and as built drawing from simlar project B41 and specifications will be furnished to the contractor without charge.

Reference publications will not be furnished. Immediately check furnished drawings and notify the Government of any discrepancies.

-- End of Section --

SECTION 01 11 00.10 Page 4

SECTION 01 14 00

JBSA WORK RESTRICTIONS

10/19

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor QC approval.

Submit the following in accordance with this section.

SD-01 Preconstruction Submittals list of Contract Personnel; G

Installation Access; G

1.2 SPECIAL SCHEDULING REQUIREMENTS

All medical and mission critical areas will remain in operation during the entire construction period. The contractor shall conduct his operations so as to cause the least possible interference with normal operations of the activity.

Permission to interrupt any Activity roads, railroads, and/or utility service must be requested in writing a minimum of 30 calendar days prior to the desired date of interruption.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 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 hard hats in designated areas. Do not enter restricted areas unless required to do so and cleared for such entry. Mark all Contractor equipment for identification

1.3.1.1 Subcontractors and Personnel Contacts

Provide a list of contract 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.

1.3.1.2 Installation Access

Non DOD persons (Contractors, vendors, etc) requiring entry to JBSA installation Randolph shall be sponsored by an authorized DBIDS registered DOD ID card holder.

Sponsors must notify the Security Forces Visitor Control Center for the installation that access is required no later than 10 days prior to the requested entry date. Sponsors or Authorizing Official must request the permit in writing or via email from a .mil address to the Visitor Control

SECTION 01 14 00 Page 1

Center. An Application for the Installation Access Credential form will be submitted by the Sponsor or Official to the Pass and Registration Office.

Contractor and vendor companies requiring access to JBSA shall provide the credential information for their employees to the sponsor in order to process the access.

All construction contractor employees shall have:

a. One form of picture identification

b. Provide personal (full name, date of birth, ID type, ID number, and state or country) and vehicle information.

The following is also required for passes 60 days or longer:

a. A memo from the construction company on company letterhead stating the reason for entry, contract number, project start and end date, and the location at JBSA of where the jobsite is located.

1.3.1.3 Government Housing Areas

a. Haul routes to and from constructions sites cannot go through the housing, residential areas.

b. When working inside a housing area, working hours are limited to 0800 (8 am) to 1600 (4 pm) unless otherwise approved by the Contracting Officer.

1.3.1.4 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines.

1.3.2 Emergency Response Requirement

Contractors reporting an emergency should provide the 9-1-1 dispatcher with the following information:

a. Building number, address or general location

b. Name

c. Phone number

d. Emergency information (cause of fire, explosion, natural gas leak, injuries, etc.)

e. Please, do not hang up the phone until directed by the 9-1-1 dispatcher.

IMPORTANT: If calling 9-1-1 from a mobile phone on any JBSA location you will be directed to the local 9-1-1 dispatcher. Advise the local dispatcher of your JBSA location. Immediately, the local dispatcher will transfer the 9-1-1 phone call to a JBSA emergency dispatcher.

1.3.3 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

SECTION 01 14 00 Page 2 number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours..

1.3.4 Permits and Requests

All permit requests must include at minimum the following:

a. Site Map (8" x 11" or 8" x 14") 5 complete copies

b. 100% Construction Drawings 5 complete copies

c. Project Name and Number

d. Contractor & Subcontractor Name

e. Brief Description of Work - Identify all buildings and/or facilities possibly affected.

f. Desired Date for Work to Begin

g. Estimated Duration of Work

h. 14 Day Advance Notice minimum, unless otherwise noted.

i. Contractor's Representative Contact Information

1.3.4.1 Digging Permits / Utility Locate

a. Digging permits must be obtained prior to prior to any digging, drilling or any excavation work.

b. Digging permit /utility locates are available by submitting the completed US Air Force Form 103 located in Appendix A to the 802D CES Construction Manager.

c. Contractor to allow 14 calendar days for Government review of digging permit requests. A digging permit for a specified area of excavation expires 30 days after the issue date; the contractor shall re-apply for a new permit to perform excavation in the area if the excavation was not started within the 30-day period.

d. Permits will identify all underground utilities within 5 feet of the designated area. Contractor shall be responsible for all repairs, costs, and damages due to excavating without permit or damaging an identified utility.

1.3.4.2 Utility Outage Permit

a. Contractor shall complete and submit a written request 14 days in advance of the requested utility outage to CES Utility Manager through the 802D CES Construction Manager. The request shall include the utility service to be affected, proposed date, proposed time, and outage duration. Form 103 included in Appendix A can also be used for the request.

b. Contractor shall be responsible to coordinate with CPS Energy about any energy or gas outage request. This coordination is separate than the government coordination.

SECTION 01 14 00 Page 3

c. Provide CES Construction Manager a copy of the written Utility Outage request.

d. After submitting the request to the government, the contractor shall received approval from the government prior to schedule a utility outage.

1.3.4.3 Hot Work Permits

Under no circumstances shall hot work operations start without a hot work permit.

All welding and cutting operations shall be performed in accordance with National Fire Protection Association NFPA Standard 5lB Fire Prevention during Welding, Cutting, and Other Hot Work. Contact the site specific JBSA fire department to request an AF Form 592 USAF Welding, Cutting and Brazing Permit. Ensure a copy of the AF Form 592 is located on site. Phone number JBSA-Randolph Fire Prevention(210) 652-6915.

Permits expire in 30 days. If work will extend beyond 30 day period the contractor shall contact JBSA Fire and Emergency Services to re-issue a new permit.

1.3.4.4 Road Closure Approval Requests

a. Road closings will not be permitted without approval. To get approval for a proposed road closure contractor shall submit a traffic control plan to the 802D CES Project Manager prior to anticipated need for closure

b. The Contractor traffic control plan will include each section of road that will be worked on or impacted as a result of this contract. The traffic control plan shall be in accordance with "Traffic Controls for Street and Highway Construction and Maintenance Operations" of the latest edition of the "Texas Manual on Uniform Traffic Control Devices."

c. Contractor will provide traffic control signs and barricades for all street widening and extensions. At least one lane of traffic must be maintained at all times.

1.3.5 Occupied and Existing Building

The Contractor shall be working in an existing building which is occupied.

Do not enter the buildings without prior approval of the Contracting Officer.

The existing buildings and their contents must be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.

Provide dust covers or protective enclosures to protect existing work that remains and Government material located in the Area during the construction period.

The Government will remove and relocate other Government property in the areas of the building scheduled to receive work.

SECTION 01 14 00 Page 4

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

SECTION 01 14 00 Page 5

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

10/19

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor QC approval.

Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

View Location Map; G

Progress and Completion Pictures; G

1.3 VIEW LOCATION MAP

Submit, 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.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of work, during work, prior to cover up of permanently concealed work, and at completion of work. Color digital photographs, in JPEG format, shall be provided to the Contracting Officer weekly for unrestricted use by the Government.

1.5 SUPERVISION

1.5.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

SECTION 01 30 00 Page 1

1.5.2 Superintendent Qualifications

The project superintendent must have experience in construction on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting project specifications, project schedule, and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

For routine projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45 00.00 10 QUALITY CONTROL, the superintendent must have qualifications in accordance with that section.

1.5.2.1 Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.

The superintendent is required to attend JBSA Red Zone meetings, partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

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 safety program, quality control program, 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.

1.6.1 Start of Construction Work

If the Contractor has submitted the Accident Prevention (Safety) Plan, Quality Control Plan, and Environmental Protection Plan for review prior to this meeting, these may be accepted in to or accepted with comments at the conference. Construction work will not proceed until after this meeting has been held, the plans noted above have been accepted, and the Notice to Proceed has been received and acknowledged by the Contractor.

1.7 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key Stakeholders from the Installation, the Contractor and Subcontractors, and the Designer of Record will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Initial Partnering session should be a part of the Pre-Construction Meeting. Partnering sessions will be held at a location agreed to by the Contracting Officer and the Contractor. The Partners will determine the

SECTION 01 30 00 Page 2 frequency of the follow-on sessions.

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 construction data 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 construction data 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. 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 construction drawings and data related to this contract, all previous indicia of ownership (seals, logos, signatures, initials and dates) shall be removed.

1.9 ELECTRONIC MAIL (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 address will not be allowed.

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

SECTION 01 30 00 Page 3

Officer, in writing, of any changes to this email address.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 30 00 Page 4

SECTION 01 32 01.00 10

PROJECT SCHEDULE

10/19

PART 1 GENERAL

1.1 QUALIFICATIONS

The Contractor shall designate an authorized representative who shall be responsible for the preparation of all required project schedule reports.

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor QC approval.

Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Project Schedule CPM; G

PART 2 NOT USED

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

A Project Schedule as described below shall be prepared. The scheduling of construction shall be the responsibility of the Contractor. Contractor management personnel shall actively participate in its development.

Subcontractors and suppliers, subcontractors and suppliers working on the project shall also contribute in developing and maintaining an accurate Project Schedule. The approved Project Schedule shall be used to measure the progress of the work, to aid in evaluating time extensions, and to provide the basis of all progress payments.

3.2 BASIS FOR PAYMENT

The schedule shall be the basis for measuring Contractor progress. Lack of an approved schedule or scheduling personnel will result in an inability of the Contracting Officer to evaluate Contractor's progress for the purposes of payment. Failure of the Contractor to provide all information, as specified below, shall result in the disapproval of the entire Project Schedule submission and the inability of the Contracting Officer to evaluate Contractor progress for payment purposes. In the case where Project Schedule revisions have been directed by the Contracting Officer and those revisions have not been included in the Project Schedule, the Contracting Officer may hold retainage up to the maximum allowed by Contract, each payment period, until revisions to the Project Schedule have been made.

3.3 PROJECT SCHEDULE

The computer software system utilized by the Contractor to produce the

SECTION 01 32 01.00 10 Page 1

Project Schedule shall be capable of providing all requirements of this specification. Failure of the Contractor to meet the requirements of this specification shall result in the disapproval of the schedule. Manual methods used to produce any required information shall require approval by the Contracting Officer.

3.3.1 AF IMT 3064

Use of the AF IMT 3064 will be the normal requirement for contractor construction schedule as part of this contract and shall include the required items, submittals, level of detail and contract requirements listed below for critical path method activities (Work Elements), in this paragraph C. through F and as detailed in the Instructions to Contractors on the reverse side of the AF IMT 3064, Form.

3.3.2 Use of the Critical Path Method

The Critical Path Method CPM of network calculation shall be used to generate the Project Schedule. The Contractor shall provide the Project Schedule in the Precedence Diagram Method (PDM).

3.3.3 Level of Detail Required

The Project Schedule shall include an appropriate level of detail. Failure to develop or update the Project Schedule or provide data to the Contracting Officer at the appropriate level of detail, as specified by the Contracting Officer, shall result in the disapproval of the schedule. The Contracting Officer will use, but is not limited to the following conditions to determine the appropriate level of detail to be used in the Project Schedule:

a. Activity Durations: Contractor submissions shall follow the direction of the Contracting Officer regarding reasonable activity durations.

Reasonable durations are those that allow the progress of activities to be accurately determined between payment periods (usually less than 2 percent of all non-procurement activities' Original Durations are greater than 20 days).

b. Procurement Activities: Tasks related to the procurement of long lead materials or equipment shall be included as separate activities in the project schedule. Long lead materials and equipment are those materials that have a procurement cycle of over 90 days. Examples of procurement process activities include, but are not limited to: submittals, approvals, procurement, fabrication, and delivery.

c. Critical Activities: The following activities shall be listed as separate line activities on the Contractor's project schedule:

i. Pre-final inspection.

ii. Correction of punch list from pre-final inspection.

iii. Final inspection.

iv. Construction phasing.

d. Government Activities: Government and other agency activities that could impact progress shall be shown. These activities include, but are not limited to: approvals, approvals, design reviews, environmental permit approvals by State regulators, inspections, and Notice to

SECTION 01 32 01.00 10 Page 2

Proceed (NTP) for phasing requirements.

e. Responsibility: All activities shall be identified in the project schedule by the party responsible to perform the work. Responsibility includes, but is not limited to, the subcontracting firm, contractor work force, or government agency performing a given task. Activities shall not belong to more than one responsible party. The responsible party for each activity shall be identified by the Responsibility Code.

a. Work Areas: All activities shall be identified in the project schedule by the work area in which the activity occurs. Activities shall not be allowed to cover more than one work area. The work area of each activity shall be identified by the Work Area Code.

b. Modification or Claim Number: Any activity that is added or changed by contract modification or used to justify claimed time shall be identified by a mod or claim code that changed the activity. Activities shall not belong to more than one modification or claim item. The modification or claim number of each activity shall be identified by the Mod or Claim Number.

Whenever possible, changes shall be added to the schedule by adding new activities. Existing activities shall not normally be changed to reflect modifications.

c. Feature of Work: All activities shall be identified in the project schedule according to the feature of work to which the activity belongs. Feature of work refers, but is not limited to, a work breakdown structure for the project. The feature of work for each activity shall be identified by the Feature of Work Code.

f. Scheduled Project Completion: The schedule interval shall extend from NTP to the Contract completion date.

a. Project Start Date: The schedule shall start no earlier than the date on which the NTP was acknowledged. The Contractor shall include as the first activity in the project schedule an activity called "Start Project". The "Start Project" activity shall have an "ES" constraint date equal to the date that the NTP was acknowledged, and a zero day duration.

b. Constraint of Last Activity: Completion of the last activity in the schedule shall be constrained by the contract completion date. Calculation on project updates shall be such that if the early finish of the last activity falls after the contract completion date, then the float calculation shall reflect a negative float on the critical path. The Contractor shall include as the last activity in the project schedule an activity called "End Project". The "End Project" activity shall have an "LF" constraint date equal to the completion date for the project, and a zero day duration.

c. Early Project Completion: In the event the project schedule shows completion of the project prior to the contract completion date, the Contractor shall identify those activities that have been accelerated and/or those activities that are scheduled in parallel to support the Contractor's "early" completion. Contractor shall specifically address each of the activities noted in the narrative

SECTION 01 32 01.00 10 Page 3 report at every project schedule update period to assist the Contracting Officer in evaluating the Contractor's ability to actually complete prior to the Contract period.

g. Interim Completion Dates: Contractually specified interim completion dates shall also be constrained to show negative float if the early finish date of the last activity in that phase falls after the interim completion date.

d. Start Phase: The Contractor shall include as the first activity for a project phase an activity called "Start Phase X" where "X" refers to the phase of work. The "Start Phase X" activity shall have an "ES" constraint date equal to the date on which the NTP was acknowledged, and a zero day duration.

e. End Phase: The Contractor shall include as the last activity in a project phase an activity called "End Phase X" where "X" refers to the phase of work. The "End Phase X" activity shall have an "LF" constraint date equal to the completion date for the project, and a zero day duration.

f. Phase X: The Contractor shall include a hammock type activity for each project phase called "Phase X" where "X" refers to the phase of work. The "Phase X" activity shall be logically tied to the earliest and latest activities in the phase.

h. Default Progress Data Disallowed: Actual Start and Finish dates shall not be automatically updated by default mechanisms that may be included in CPM scheduling software systems. Actual Start and Finish dates on the CPM schedule shall match those dates provided from Contractor Quality Control Reports. Failure of the Contractor to document the Actual Start and Finish dates on the Daily Quality Control report for every in-progress or completed activity, and failure to ensure that the data contained on the Daily Quality Control reports is the sole basis for schedule updating shall result in the disapproval of the Contractor's schedule and the inability of the Contracting Officer to evaluate Contractor progress for payment purposes. Updating of the percent complete and the remaining duration of any activity shall be independent functions. Program features which calculate one of these parameters from the other shall be disabled.

i. Out-of-Sequence Progress: Activities that have posted progress without all preceding logic being satisfied (Out-of-Sequence Progress) will be allowed only on a case-by-case approval of the Contracting Officer. The Contractor shall propose logic corrections to eliminate all out of sequence progress or justify not changing the sequencing for approval prior to submitting an updated project schedule.

j. Negative Lags: Lag durations contained in the project schedule shall not have a negative value.

3.3.4 Project Schedule Submissions

The Contractor shall provide the submissions as described below. The data reports and network diagrams required for each submission are contained in paragraph SUBMISSION REQUIREMENTS.

SECTION 01 32 01.00 10 Page 4

3.3.4.1 Preliminary Project Schedule Submission

The Preliminary Project Schedule, defining the Contractor's planned operations shall be submitted for approval within 10 calendar days after the NTP is acknowledged. The approved preliminary schedule shall be used for payment purposes not to exceed the first 30 calendar days after NTP.

3.3.4.2 Initial Project Schedule Submission

The Initial Project Schedule shall be submitted for approval within 30 calendar days after NTP. The schedule shall provide a reasonable sequence of activities which represent work through the entire project and shall be at a reasonable level of detail.

3.3.4.3 Periodic Schedule Updates

Based on the result of progress meetings, specified in "Periodic Progress Meetings," the Contractor shall submit periodic schedule updates. These submissions shall enable the Contracting Officer to assess Contractor's progress. If the Contractor fails or refuses to furnish the information and project schedule data, which in the judgment of the Contracting Officer or authorized representative is necessary for verifying the Contractor's progress, the Contractor shall be deemed not to have provided an estimate upon which progress payment may be made.

3.3.5 Periodic Progress Meetings

Conduct a mutually agreed upon periodic progress meeting with the Government for the purpose of jointly reviewing the actual progress of the project as compared to the as planned progress and to review planned activities for the upcoming two weeks. Use the current approved schedule update for the purposes of this meeting and for the production and review of reports. At the progress meeting, address the status of RFIs, RFPs and Submittals.

3.3.5.1 Update Submission Following Progress Meeting

A complete update of the project schedule containing all approved progress, revisions, and adjustments, based on the progress meeting, shall be submitted not later than four (4) working days after the progress meeting.

3.3.5.2 Progress Meeting Contents

Update information, including Actual Start Dates, Actual Finish Dates, Remaining Durations, and Cost-to-Date shall be subject to the approval of the Contracting Officer. As a minimum, the Contractor shall address the following items on an activity by activity basis during each progress meeting. The Contracting Officer's determination as to the number of allowable days of contract extension shall be based upon the project schedule updates in effect for the time period in question, and other factual information. Actual delays that are found to be caused by the Contractor's own actions, which result in the extension of the schedule, will not be a cause for a time extension to the contract completion date.

SECTION 01 32 01.00 10 Page 5

3.3.6 Submission Requirements

3.3.6.1 Change Justification

The Contractor shall submit a justification for each request for a change in the Contract completion date of less than two (2) weeks based upon the most recent schedule update at the time of the NTP or constructive direction issued for the change. Such a request shall be in accordance with the requirements of other appropriate Contract Clauses and shall include, as a minimum:

a. A list of affected activities, with their associated project schedule activity number.

b. A brief explanation of the causes of the change.

c. An analysis of the overall impact of the changes proposed.

d. A sub-network of the affected area.

e. Activities impacted in each justification for change shall be identified by a unique activity code contained in the required data file.

3.3.6.2 Additional Submission Requirements

For requested time extension of over two (2) weeks, the Contracting Officer may request an interim update with revised activities for a specific change request. The Contractor shall provide this disk within four (4) days of the Contracting Officer's request.

3.3.7 Ownership of Float

Float available in the schedule, at any time, shall not be considered for the exclusive use of either the Government or the Contractor.

SECTION 01 32 01.00 10 Page 6

SECTION 01 32 16.00 20

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

10/19

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor QC approval.

Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Baseline Construction Schedule; G

Baseline Design Schedule; G

SD-07 Certificates

Monthly Updates

1.2 PRE-CONSTRUCTION SCHEDULE REQUIREMENT

Prior to the start of work, prepare and submit to the Contracting Officer a Baseline Construction Schedule in the form of a in accordance with the terms in Contract Clause FAR 52.236-15 Schedules for Construction Contracts, except as modified in this contract. The approval of a Baseline Construction Schedule is a condition precedent to:

a. The Contractor starting demolition work or construction stage(s) of the contract.

b. Processing Contractor's invoice(s) for construction activities/items of work.

c. Review of any schedule updates.

Submittal of the Baseline Construction Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets the requirements of the Contract Documents, represents the Contractor's plan on how the work will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

1.3 SCHEDULE FORMAT

1.3.1 Schedule Submittals and Procedures

Submit Schedules and updates in hard copy and on electronic media that is acceptable to the Contracting Officer. Submit an electronic back-up of the project schedule in an import format compatible with the Government's scheduling program.

1.4 SCHEDULE MONTHLY UPDATES

Update the Construction Schedule at monthly intervals or when the schedule

SECTION 01 32 16.00 20 Page 1 has been revised. Keep the updated schedule current, reflecting actual activity progress and plan for completing the remaining work. Submit copies of purchase orders and confirmation of delivery dates as directed by the Contracting Officer.

a. Narrative Report: Identify and justify the following:

(1) Progress made in each area of the project;

(2) Longest Path: Include printed copy on 11 by 17 inch paper, landscape setting;

(3) Date/time constraint(s), other than those required by the contract;

(4) Listing of changes made between the previous schedule and current updated schedule including: added or removed activities, original and remaining durations for activities that have not started, logic (sequence, constraint, lag/lead), milestones, planned sequence of operations, longest path, calendars or calendar assignments, and cost loading.

(5) Any decrease in previously reported activity Earned Amount;

(6) Pending items and status thereof, including permits, changes orders, and time extensions;

(7) Status of Contract Completion Date and interim milestones;

(8) Current and anticipated delays (describe cause of delay and corrective actions(s) and mitigation measures to minimize);

(9) Description of current and future schedule problem areas.

For each entry in the narrative report, cite the respective Activity ID and Activity Name, the date and reason for the change, and description of the change.

1.5 3-WEEK LOOK AHEAD SCHEDULE

Prepare and issue a 3-Week Look Ahead schedule to provide a more detailed day-to-day plan of upcoming work identified on the Construction Schedule.

Key the work plans to activity numbers when a NAS is required and update each week to show the planned work for the current and following two-week period.