Attch 2 - Specifications.pdf

Repair Aircraft Parking Ramp – PH 2 at

Joint Base Charleston – Air Base North Charleston, South Carolina

Charleston County

Specifications

December 02, 2021 100% Design Submittal

Project Manager: Greg Jones, P.E.

gregj@adcengineering.com JBC Project No. DKFX 10-93394 ADC Project No. 21180

Repair Aircraft Parking Ramp - PH 2 ADC No. 21180 / JBC No. DKFX 10-93394 December 02, 2021 100% Design Submittal

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 06/15 SUMMARY OF WORK (JB CHS)

01 14 00 06/15 WORK RESTRICTIONS (JB CHS)

01 30 00 06/15 ADMINISTRATIVE REQUIREMENTS (JB CHS)

01 32 16.00 20 11/09 PROJECT SCHEDULE AND PROGRESS

DOCUMENTATION (JB CHS)

01 33 00 05/11 SUBMITTAL PROCEDURES (JB CHS)

01 35 13 11/20 SPECIAL PROJECT PROCEDURES

01 35 23 01/13 OPERATIONAL SAFETY ON AIRFIELDS DURING

CONSTRUCTION

01 35 26 07/15 GOVERNMENTAL SAFETY REQUIREMENTS (JB

CHS)

01 42 00 08/10 SOURCES FOR REFERENCE PUBLICATIONS (JB

CHS)

01 45 00 06/15 QUALITY CONTROL FOR MINOR CONSTRUCTION

(JB CHS)

01 50 00 08/09 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS (JB CHS)

01 54 00.00 31 07/14 GREEN PROCUREMENT (JB CHS)

01 57 19.00 31 07/14 TEMPORARY ENVIRONMENTAL CONTROLS (JB

CHS)

01 57 20.00 31 06/15 ENVIRONMENTAL PROTECTION (JB CHS)

01 74 19.00 31 07/14 CONSTRUCTION AND DEMOLITION WASTE

MANAGEMENT (JB CHS)

01 78 00 08/11 CLOSEOUT SUBMITTALS (JB CHS)

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 01 00.00 08/07 GEOTECHNICAL DATA

02 41 00 05/10, CHG 2: 02/19 DEMOLITION

DI VI SI ON 03 - CONCRETE

03 30 53 05/14 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 01 11.51 05/16, CHG 2: 08/17 RUBBER AND PAINT REMOVAL FROM AIRFIELD

PAVEMENTS

32 01 16.71 02/17 COLD MILLING ASPHALT PAVING

32 01 19.61 11/19 SEALING OF JOINTS IN RIGID PAVEMENT

32 01 29.61 05/17, CHG 1: 08/17 PARTIAL DEPTH PATCHING OF RIGID PAVING

32 12 13 05/17 BITUMINOUS TACK COAT

32 12 15.13 11/20 ASPHALT PAVING FOR AIRFIELDS

32 17 23 08/16, CHG 5: 11/18 PAVEMENT MARKINGS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 01 11 00

SUMMARY OF WORK (JB CHS)

06/15

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Utility Outage Requests ; G

Road Closure Requests ; G

Air Force Work Clearance Permit; G

Contractor's Proposed Laydown Area Plan ; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

In the event of conflict or inconsistency between any of the below described portions of the contract, precedence shall be given in the following order:

a. Any portions of the proposal or final design (for design/build contracts) which exceed the requirements of the solicitation.

b. Any portion of the proposal which exceeds the final design.

c. Any portion of the final design which exceeds the proposal.Where portions within either the proposal or the final design conflict, the portion that most exceeds the requirements of the solicitation has precedence.

d. The requirements of the solicitation, in the following descending order of precedence:

(i) Standard Form 1442, Price Schedule, and Davis Bacon wage rates.

(ii) Part 1 - Contract Clauses.

(iii) Part 2 - General Requirements.

(iv) Part 3 - Statement of Work/Project Program Requirements.

(v) Part 6 - Attachments (excluding Concept Drawings).

(vi) Part 5 - Prescriptive Specifications, exclusive of performance specifications.

SECTION 01 11 00 Page 1

(vii) Part 4 - Minimum Materials, Engineering and Construction Requirements, exclusive of prescriptive specifications.

(viii) Part 6 - Attachments (including Concept Drawings).

1.2.1 Summary of Work

Work includes the milling and overlay of asphalt pavements at 9 aircraft parking spaces on the JBC aircraft parking ramp. The work includes new pavement markings, joint reseal, miscellaneous concrete repairs and incidental related work.

1.2.2 Location

The work shall be located on Joint Base Charleston, approximately as indicated on drawings. The exact location will be shown by the Contracting Officer.

1.3 OCCUPANCY OF PREMISES

Building(s) may be occupied during performance of work under this Contract.

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 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 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.

SECTION 01 11 00 Page 2

1.5 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.

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 must be in a condition equal to or better than that which existed before new work started.

1.6 ON-SITE PERMITS

Obtain a work clearance /digging permit prior to start of excavation. The Contractor is responsible for marking and verifying all utilities. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated to be specified or removed but indicated or discovered in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.6.1 Notifications

Notify the Contracting Officer at least 72 hours prior to starting excavation work.

1.6.2 Outage Requests

Utility outages and road closures required during the prosecution of work shall be arranged for the convenience of the Government. Utility outages and connections shall be scheduled outside regular working hours. Utility outage, and road closure requests shall be submitted to the Contracting Officer for coordination and Government approval at least 21 days prior to the desired outage or closure date. Requests shall clearly identify the need for the outage or closure, the requested date(s) for the outage or closure, the expected length of the outage or closure and proposed backup dates.

1.7 SALVAGE MATERIAL AND EQUIPMENT

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

The salvaged property shall be segregated, itemized, delivered and off-loaded at the Government designated storage area located on Joint Base Charleston.

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.

SECTION 01 11 00 Page 3

PART 2 PRODUCTS

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PART 3 EXECUTION

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-- End of Section --

SECTION 01 11 00 Page 4

SECTION 01 14 00

WORK RESTRICTIONS (JB CHS)

06/15

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel ; G

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

It should be recognized that requirements for security and base access varies between various locations within Joint Base Charleston. It is incumbent on the Contractor to ascertain the current security and base access requirements appropriate to the project location and incorporate the cost, if any, for compliance to said requirements into Contractor's proposal. Lack of knowledge of current requirements does not constitute a basis for an adjustment to the contract. Should requirements change during the construction timeframe, Contractor may be eligible, subject to documentation acceptable to the Government, for an adjustment to the contract.

Ensure that all Contractor personnel employed on Joint Base Charleston become familiar with and obey Installation 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 any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.2.1.1 Subcontractors and Personnel Contacts

Provide 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.

1.2.1.2 Identification Badges and Installation Access

Identification badges, if required, may be furnished without charge under certain circumstances. Confirm security requirements with the Contracting Officer. Application for and use of badges will be as directed. Furnish a completed EMPLOYMENT ELIGIBILITY VERIFICATION (DHS FORM I-9) form for all personnel requesting badges. This form is available at http://www.uscis.gov/files/form/I-9_IFR_02-02-09.pdf. Immediately report instances of lost or stolen badges to the Contracting Officer.

SECTION 01 14 00 Page 1

1.2.1.3 Tobacco Use Policy

Tobacco use is prohibited within and outside of all buildings on installation, except in designated Tobacco Use 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. The Contracting Officer will identify designated Tobacco Use areas.

1.2.2 Working Hours

Regular working hours must consist of an 8 1/2 hour period established by the Contractor Officer, between 7 a.m. and 6: 00 p.m., Monday through Friday, excluding Government holidays.

1.2.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 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 must be lighted in a manner approved by the Contracting Officer.

1.2.4 Occupied Buildings

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

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 during the construction period.

Relocate movable furniture away from the Contractor's working area as required to perform the work, protect the furniture, and replace the furniture in its original location upon completion of the work. Leave attached equipment in place, and protect against damage, or temporarily disconnect, relocate, protect, and reinstall at the completion of the work.

1.2.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required paragraph WORK OUTSIDE REGULAR HOURS.

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, compressed air, and natural gas are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.

SECTION 01 14 00 Page 2

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services without Government notification and approval. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 14 00 Page 3

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS (JB CHS)

06/15

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map ; G

Progress and Completion Pictures ; G

Resume for the proposed Superintendent ; G

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 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color 5 MegaPixel minimum resolution in JPEG file format showing the sequence and progress of work.

Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit a view location sketch indicating points of view. Submit with the monthly invoice two sets of digital photographs, each set on a separate CD-R, cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Photographs for each month shall be in a separate monthly directory and each file shall be named to indicate its location on the view location sketch. The view location sketch shall also be provided on the CD as a digital file. All file names shall include a date designator. Cross reference submittals in the appropriate daily report. Photographs shall be provided for unrestricted use by the Government.

1.4 MINIMUM INSURANCE REQUIREMENTS

Procure and maintain during the entire period of performance under this contract the following minimum insurance coverage:

a. Comprehensive general liability: $500,000 per occurrence

b. Automobile liability: $200,000 per person, $500,000 per occurrence for bodily injury, $20,000 per occurrence for property damage

SECTION 01 30 00 Page 1

c. Workmen's compensation as required by Federal and State workers'compensation and occupational disease laws.

d. Employer's liability coverage of $100,000, except in States where workers compensation may not be written by private carriers.

e. Others as required by State law.

1.5 SUPERVISION

1.5.1 Minimum Communication Requirements

Have at least one qualified superintendent 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 must also have fluent English communication skills.

1.5.2 Superintendent Qualifications

Superintendent must have a minimum of 5 years experience as a project manager, project engineer, superintendent, or quality control manager on projects similar in size, scope and complexity to this project. The project superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion. Furthermore, the Contracting Officer may issue an order stopping work on all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop work orders shall be made the subject of a claim for extension of time for excess costs or damages by the contractor.

Approval of the project superintendent is required prior to the start of construction. Provide a resume for the proposed superintendent describing their experience with references and qualifications to the contracting officer for approval. The contracting officer reserves the right to interview the proposed project superintendent at any time in order to verify the submitted qualifications.

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 contract and safety program, preparation of the schedule of 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 must also attend.

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 personnel from the Supported Command, the End User (who will occupy the facility), 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.

SECTION 01 30 00 Page 2

The Contracting Officer will provide Information on the Partnering Process and a list of key and optional personnel who should attend the Partnering meeting.

1.7.1 Informal Partnering

The Contracting Officer will organize the Partnering Sessions with key personnel of the project team, including Contractor personnel and Government personnel.

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.

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 drawings and 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 drawings and 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 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.

SECTION 01 30 00 Page 3

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 or terrorist threats, etc.. Multiple email addresses will not 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 Officer, in writing, of any changes to this email address.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 30 00 Page 4

SECTION 01 32 16.00 20

PROJECT SCHEDULE AND PROGRESS DOCUMENTATION (JB CHS)

11/09

PART 1 GENERAL

Pursuant to Contract Clause "FAR 52.236-15, Schedules for Construction Contracts," a Project Schedule as described below shall be prepared.

Scheduling of construction shall be the responsibility of the Contractor.

Contractor management personnel actively participate in the development of the project schedule. Contractor management personnel shall coordinate closely with Contracting Officer/Galley Management/CENMP in the maintenance of the schedule. Subcontractors and suppliers working on the project shall also contribute in developing and maintaining an accurate schedule. The approved schedule shall be used to measure the progress of work, to aid in evaluating time extensions, and to provide the basis of all progress payments.

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Qualifications ; G

Baseline Project Schedule ; G, CENMP

Initial Contract Progress Report (AF IMT 3065) ; G, CENMP

Initial Contract Progress Schedule (AF IMT 3064) ; G, CENMP

SD-07 Certificates

Monthly Project Schedule Updates ; G, CENMP

Monthly Contract Progress Reports (AF IMT 3065) ; G

Monthly Contract Progress Schedules (AF IMT 3064) ; G

1.2 QUALIFICATIONS

The Contractor shall designate an authorized representative responsible for preparing and maintaining the project schedule for this contract. This individual shall have prepared and maintained at least 3 previous schedules of similar size, scope and complexity to this contract. A resume outlining the individual's qualifications shall be submitted for acceptance by the Contracting Officer.

SECTION 01 32 16.00 20 Page 1

1.3 PROJECT SCHEDULE

1.3.1 Basis for Payment

The Project Schedule shall be the basis for measuring Contractor progress.

Lack of an approved updated project schedule may result in an inability of the Contracting Officer to evaluate the Contractor's progress for the purposes of payment. The Baseline Project Schedule shall be submitted for approval within 30 calendar days after the Notice to Proceed (NTP) has been acknowledged. Acceptance of an error free current Project Schedule is a condition precedent to processing any Contractor's pay request except bond payments. In the cases 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 amount allowed by the contract, each payment period, until the revisions have been made.

Review comments made by the Government on the Contractor’s schedule(s) will not relieve the Contractor from compliance with the requirements of the Contract Documents. The Contractor is responsible for scheduling, sequencing and prosecuting work to comply with the requirements of the Contract Documents. Government acceptance extends only to the activities of the Contractor’s schedule that the Government has been assigned responsibility and agrees it is responsible. Comments offered on other parts of the schedule, to which the Contractor is assigned responsibility, are offered as a courtesy and are not conditions of Government acceptance;

but are for the general conformance with established industry scheduling concepts.

1.3.2 Schedule Format

1.3.2.1 Use of the Critical Path Method

The Contractor shall use the critical path method (CPM) and the Precedence Diagram Method (PDM) to schedule and control project activities.

1.3.2.2 Scheduling Software

Project schedules shall be prepared and maintained using a commercially available scheduling software program capable of providing all requirements of this specification. Manual methods used to produce any required information shall require prior approval by the Contracting Officer.

1.3.2.3 Level of Detail Required

The Project Schedule shall include an appropriate level of detail to appropriately reflect the complexity of work and to clearly show all construction activities planned for the project as well as all other activities which could impact project completion if delayed, including but not limited to; submittals, government review periods, environmental permitting, material/equipment delivery, utility outages, anticipated weather delays, inspection, testing, and closeout activities. Government and Contractor on-site work activities shall be driven by calendars that reflect Saturdays, Sundays and all Federal Holidays as non-work days.

Activities on the critical path shall be clearly indicated. Separate activities shall be created for each Phase, Area, Floor Level and Location the activity is occurring. On-site construction activities with anticipated durations in excess of 20 working days shall be broken into

SECTION 01 32 16.00 20 Page 2 multiple activities. Tasks related to procurement of long lead materials or equipment (procurement cycles of over 90 days) shall be included as separate activities.

At a minimum, each activity shall include the following information:

a. Activity ID

b. Activity Description

c. Original Duration in Work Days

d. Early Start Date

e. Early Finish Date

f. Late Start Date

g. Late Finish Date

h. Total Float

i. Bid Item

j. Percent Complete

All activities shall be identified in the Project Schedule by the Bid Item to which the activity belongs. An activity shall not contain work in more than one bid item.

k. Feature of Work

All activities shall be identified in the Project Schedule according to the Contractor designated Definable Feature of Work to which the activity belongs. An activity shall not contain work in more than one feature of work.

l. Responsibility

All activities shall be identified in the Project Schedule according to the party responsible for accomplishing the work encompassed by the activity. Responsibility includes, but is not limited to, the subcontracting firm, contractor work force, or government agency performing a given task. Activities shall not be assigned to more than one responsible party in the Project Schedule.

Project Start Date Milestone: The Contractor shall include as the first activity on the schedule a start milestone titled "Contract Award", which shall have a Mandatory Start constraint equal to the Contract Award Date.

Projected Completion Milestone: The Contractor shall include an unconstrained finish milestone on the schedule titled "Projected Completion", indicating the point in time at which the project is complete and ready for its intended use. This milestone shall have the Contract Completion Date (CCD) as its only successor.

Contract Completion Date (CCD) Milestone: The Contractor shall include as the last activity on the schedule a finish milestone titled "Contract

SECTION 01 32 16.00 20 Page 3

Completion (CCD)", which shall have a Mandatory Finish constraint equal to the Contract Completion Date. The only predecessor to the Contract Completion Date Milestone shall be the Projected Completion milestone.

With the exception of the Contract Award and Contract Completion Date (CCD) milestone activities, no activity shall be open-ended; each activity shall have predecessor and successor ties. Once an activity exists on the approved schedule, it shall not be deleted or renamed to change the scope of the activity, nor shall it be removed from the schedule logic without approval from the Contracting Officer.

Date/time constraint(s) and/or lags, other than those required by the contract, shall not be allowed unless accepted by the Contracting Officer.

1.3.2.4 Submittals and Procedures

Submit project schedule and updates in hard copy and on electronic media acceptable to the Contracting Officer. Submittals shall be understood to be the Contractor's certification that the submitted schedule meets all requirements of the Contract documents, represents the Contractor's plan on how the work shall be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

Actual start and Finish dates shall not be automatically updated by default mechanisms that may be included in the CPM scheduling software system. Actual Start and Finish dates shall match those dates from the Contractor Quality Control Reports. 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.

1.3.3 PROJECT SCHEDULE UPDATES

The Project Schedule shall be kept current, reflecting actual activity progress and plan for completing the remaining work. Contractor and Government representatives shall meet at monthly intervals to review and agree on the information presented in the updated project schedule.

Updated Project Schedules shall also be submitted for Government approval in conjunction with any Contractor requests for additional time. Submit copies of purchase orders and confirmation of delivery dates as directed by the Contracting Officer.

1.3.3.1 Narrative Report

Each updated project schedule shall be accompanied by a narrative report identifying and justifying:

a. progress made in each area of the project;

b. the current Critical Path;

c. date/time constraint(s), other than those required by the contract;

d. changes in the following:

i. added or deleted activities;

ii. original and remaining durations for activities which have not started;

SECTION 01 32 16.00 20 Page 4

iii. logic;

iv. milestones;

v. planned sequence of operations;

vi. critical path.

e. pending items and status thereof, including permits, changes orders, and time extensions;

f. status of Contract Completion Date and interim milestones;

g. current and anticipated delays (describe cause of delay and corrective actions);

h. description of current and future schedule problem areas.

Each entry in the narrative report must cite the respective Activity ID and Activity Description, the date and reason for the change, and description of the change.

1.4 PROGRESS DOCUMENTATION

1.4.1 Contract Progress Reports

Prior to commencement of work, submit the Initial Contract Progress Report (AF IMT 3065) . The number of line items on the Contract Progress Schedule shall appropriately reflect the complexity of the work, phasing requirements and other project constraints. At a minimum, the Contract Progress Report shall include a line item for each Definable Feature of Work identified in the approved Quality Control Plan. Once the Initial Contract Progress Report has been approved by the Contracting Officer, submit updated Monthly Contract Progress Reports (AF IMT 3065) for Government approval for the duration of the contract.

1.4.2 Contract Progress Schedules

Prior to commencement of work, submit the Initial Contract Progress Schedule (AF IMT 3064) . Work elements shall be identical to the elements listed on the Contract Progress Report (AF IMT 3065) and the overall progress schedule shall reflect the more detailed Project Schedule. Once the Initial Contract Progress Schedule has been approved by the Contracting Officer, submit updated Monthly Contract Progress Schedules (AF IMT 3064) for Government approval for the duration of the contract.

1.4.3 3-WEEK LOOK AHEAD SCHEDULE

The Contractor shall prepare and issue a 3-Week Look Ahead schedule to provide a more detailed day-to-day plan of upcoming work identified on the Project Schedule. The work plans shall cover the planned work for the current and following two-week period and shall include upcoming outages, closures, preparatory meetings, and initial meetings. Identify critical path activities on the Three-Week Look Ahead Schedule. Three hard copies and one electronic file of the 3-Week Look Ahead Schedule shall be delivered to the Contracting Officer no later than 9 a.m. each Monday and reviewed during the CQC Coordination Meetings.

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

SECTION 01 32 16.00 20 Page 5 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.

1.6 ADDITIONAL SCHEDULING REQUIREMENTS

Any references to additional scheduling requirements, including systems to be inspected, tested and commissioned, that are located throughout the remainder of the Contract Documents, are subject to all requirements of this section.

1.7 ANTICIPATED WEATHER LOST WORK DAYS

Use the National Oceanic and Atmospheric Administration's (NOAA) historical monthly averages for days with precipitation, using a nominal 30-year, greater than 2.5 mm 0.10 inch amount parameter, as indicated on the Station Report for the NOAA location closest to the project site as the basis for establishing a "Weather Calendar" showing the number of anticipated non-workdays for each month due to adverse weather, in addition to Saturdays, Sundays and all Federal Holidays as non-work days.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAYS

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

6 5 5 5 5 8 9 9 7 5 4 6

Assign the Weather Calendar to any activity that could be impacted by adverse weather. The Contracting Officer will issue a modification in accordance with the contract clauses, giving the Contractor a time extension for the difference of days between the anticipated and actual adverse weather delay if the number of actual adverse weather delay days exceeds the number of days anticipated for the month in which the delay occurs and the adverse weather delayed activities are critical to contract comletion. A lost workday due to weather conditions is defined as a day in which the Contractor cannot work at least 50 percent of the day on the impacted activity.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 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.

3.2 CONTRACT MODIFICATION

Submit a Time Impact Analysis (TIA) with each cost and time proposal for a proposed change clearly illustrating the influence of each change or delay on the Contract Completion Date (CCD) or milestones. TIAs shall be in both narrative and schedule form demonstrating the delay impact. The TIA shall identify the predecessors to new activities and demonstrate impacts to

SECTION 01 32 16.00 20 Page 6 successor activities. The TIA shall show all activity progress as of the date of the proposal. If the impact to the schedule occurs prior to the proposal submission, the TIA schedule shall be updated to show all activity progress as of the time of the impact. If the proposed change does not impact the CCD, a TIA shall not be required.

3.3 ATTACHMENTS TO THIS SECTION

a. Contract Progress Schedule (AF IMT 3064)

b. Contract Progress Report (AF IMT 3065

SECTION 01 32 16.00 20 Page 7

OMB NO. 0704-0188CONTRACT PROGRESS REPORT

Public reporting burden for this collection of information is estimated to average 15 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden to the Department of Defense, Washington Headquarters Services, Directorate for Information Operations and Reports (OMB No. 9000-0058), 1215 Jefferson Davis Highway, Suite 1204, Arlington VA 22202-4302. Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number.

PLEASE DO NOT RETURN YOUR FORM TO THE ABOVE ADDRESS. RETURN COMPLETED FORM TO : SAF/AQCO, 1060 Air Force Pentagon, Washington DC 20330-1060.

CONTRACTOR ADDRESS

REPORT NO. PERIOD COVERED

FROM:

PROJECT NO. CONTRACT NO. COMPLETION DATE

TO:

LINE

NO.

% OF

TOTAL JOB

% COMPLETED

THIS PERIOD

% COMPLETED

CUMULATIVE

WORK ELEMENT

TOTAL

REMARKS

At the Contracting Officer's discretion and according to the payments clause of the contract, the information provided on this form may be used for computing progress payments.

PROGRESS OR COMPLETION CERTIFICATE

I hereby certify that the contractor has satisfactorily completed the indicated percentage of the contract per contract specifications.

SUBMITTED BY OR FOR

CONTRACTOR BASE CIVIL ENGINEER

TYPE OR PRINT NAME AND TITLE SIGNATURE DATE

REVIEWED BY OR FOR CONTRACTING OFFICER

TYPE OR PRINT NAME AND TITLE SIGNATURE DATE

AF IMT 3065, 19960401, V1 PREVIOUS EDITION IS OBSOLETE.

Click to sign

CONTRACT PROGRESS SCHEDULE Form Approved OMB NO. 0704-0188(See Contractor's Instructions on Reverse)

Public reporting burden for this collection of information is estimated to average 15 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden to Department of Defense, Washington Headquarters Services, Directorate for Information, Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington VA 22202-4302, and to the Office of Management and Budget Paperwork Reduction Project 0704-0188, Washington DC 20503. Please DO NOT RETURN your form/questionnaire to either of these addresses. Send your completed form/questionnaire to : SAF/AQCP, 1060 Air Force Pentagon, Washington DC 20330-1060

DATE SIGNED

DATE SIGNED CONTRACTING OFFICER'S SIGNATURE

CONTRACTOR'S NAME (Last, First, Middle Initial)

1. CONTRACT NO. 8. PROJECT TITLE

3. COMPLETION DATE

4. PURCHASE REQUEST NO.

LINE

NO

A

WORK ELEMENTS� %

C

WEEKS

D E F G H I J K L M N O P Q

10. APPROVAL RECOMMENDED BY:

DATE SIGNED

2. STARTING DATE

INSTALLATIONS ENGINEER'S SIGNATURE

5. PROJECT NO.

6. ACTUAL STARTING DATE

7. ACTUAL COMPLETION DATE

9. SUBMITTED BY:

ADDRESS (Street, City, State, Zip Code)

CONTRACTOR'S SIGNATURE 11. APPROVED BY:

AF IMT 3064, 20030901, V1 PREVIOUS EDITIONS ARE OBSOLETE

Click to sign

INSTRUCTIONS TO CONTRACTORS

1. Prepare three copies of AF Form 3064, in accordance with these instructions, and submit to the contracting officer at the time stated in the contract or as established by the contracting officer.

2. Blocks 1, 2, and 3. Enter the contract number, starting date, and completion date as shown on the contract.

3. Block 8. Enter the title of the project as shown on the contract.

4. Block 9. Enter name and address of your firm. The three copies submitted to the contracting officer must be dated and signed by the contractor or an authorized representative of the firm.

5. Lines 1 through 12. Major elements of work (whether unit price or lump sum contract) such as excavation, concrete work, carpentry, engineering, installation of communication electronic facilities, etc., will be shown in Column B in logical sequence and in sufficient detail to identify the element. If the contract calls for more than 11 work elements, additional copies of the AF Form 3064 may be used as a continuation for the work elements.

6. The percentage of each listed work element to the complete job will be shown opposite each element in Column C. As an example, if 3 work elements are shown: excavation, concrete work, and backfill, and it is estimated that excavation is 50% of the total job, concrete 30%, and backfill 20%, these percentages will be shown opposite each element. The total must equal 100%.

7. Columns D through Q will be used to show planned periodic progress, as required by the contracting officer, during the period of the contract. Only the top half of the space under these columns will be used by contractors. Using the example cited above and assuming that the contract period for performance is 8 weeks, and it is planned to accomplish 10% of the excavation work the 1st week and 20% each week until excavation is complete, 10 would be shown in the upper half of Line 1 under Column D, 20 under Column E, and 20 under Column F for a total of 50%. If it is planned to accomplish the concrete work during the 4th, 5th, and 6th weeks in equal amounts, 10 would be entered under Columns G, H, and I on Line 2. Assuming the backfill will be accomplished during the 7th and 8th weeks, 10 would be entered under Columns J and K on Line 3. If the contract extends beyond 14 weeks, additional copies of AF Form 3064 may be used as a continuation of performance record.

8. Total amount of work planned at intervals as shown in Columns D through Q will be totaled and entered in the top half of the space under the appropriate column of Line 12. Again, using the example cited above, the totals under Columns D through K would read 10, 20, 20, 10, 10, 10, 10, 10 for a total of 100%. These totals will be used to plot an overlay graph using Lines 4 through 11, beginning with Column D and extending to the right the number of columns (weeks) authorized by the contract for performance time.

9. In the event the contract is modified by the contracting officer under terms of the contract, changing the progress of work as originally scheduled, adding or deleting work or changing the original completion date, a revised progress schedule will be prepared and submitted to the contracting officer for approval. In preparing the revised schedule, the amount of work completed will be considered, together with the changed new completion date set forth in the contract modification. Considering these factors, the work under the contract will be rescheduled over the new total performance time in the same manner that the original schedule was prepared. The new completion date will be entered in Block 3. "First Revised Schedule," "Second Revised Schedule," etc., will be entered to the left of the form title. Time of submission of the revised schedule will be determined by the contracting officer.

10. At such intervals as may be established by the contracting officer, the contractor will submit to the contracting officer AF Form 3065, "Contract Progress Report," indicating the percentage of work accomplished for each work element during the established reporting period. Accurate reports are of the utmost importance to the contractor and to the Government, since the percentage of completion, or progress, thus reported is used in administration of the contract and may be used in connection with approval of partial payments under the contract. Care should be taken to plan the work in such manner that it can be accomplished as stated in this schedule. If, for any reason, it becomes known that any part of the progress under this contract will be delayed, this fact should be reported to the contracting officer immediately.

AF IMT 3064, 20030901, V1 PREVIOUS EDITIONS ARE OBSOLETE

SECTION 01 33 00

SUBMITTAL PROCEDURES (JB CHS)

05/11

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

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

Certificates of insurance

Surety bonds

List of proposed Subcontractors

List of proposed products

Project Schedule

Contract progress schedule

Submittal register

Schedule of prices

Health and safety plan

Work plan

Quality Control(QC) plan

Environmental protection plan

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, SECTION 01 33 00 Page 1 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-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. Unless specified in another section, 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.

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 the 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 document purpose is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.

SECTION 01 33 00 Page 2

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…