Attachment__1_-_Specifications_dated_11_June_2010.pdf

Attachment #1 FA4418-15-R-0029

Repair IMC Pavements-Area D DKFX 09-1009D Charleston Air Force Base 100% Design Submittal

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 01 14 00 01 30 00 01 32 16.00 20 01 33 00 01 35 13 01 35 18 01 35 29 01 42 00 01 45 00.00 20 01 50 02.00 10 01 57 19.00 20 01 57 20 01 74 20 01 78 02.00 20

SUMMARY OF WORK

WORK RESTRICTIONS

ADMINISTRATIVE REQUIREMENTS

PROJECT SCHEDULE AND PROGRESS DOCUMENTATION

SUBMITTAL PROCEDURES

SPECIAL PROJECT PROCEDURES

GREEN PROCUREMENT

SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

SOURCES FOR REFERENCE PUBLICATIONS

CONSTRUCTION QUALITY CONTROL

TEMPORARY CONSTRUCTION FACILITIES

TEMPORARY ENVIRONMENTAL CONTROLS

ENVIRONMENTAL

WASTE MANAGEMENT

PROJECT RECORD DOCUMENTS

DIVISION 02 - EXISTING CONDITIONS

02 01 00.00 00 GEOTECHNICAL DATA

02 01 00.00 10 ENVIRONMENTAL ASSESSMENT

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 01 29.61 PARTIAL DEPTH PATCHING OF RIGID PAVEMENT

32 11 16 BASE COURSE FOR RIGID PAVING

32 11 23 AGGREGATE BASE COURSE

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 17 HOT MIX BITUMINOUS PAVEMENT

32 13 13.03 AIRFIELDS AND HEAVY-DUTY CONCRETE PAVEMENT LESS THAN

10000 CUBIC YARDS

32 17 24.00 10 PAVEMENT MARKINGS

32 92 19 SEEDING

32 92 23 SODDING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 01 11 00

SUMMARY OF WORK

07/06

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

This project is located in the vicinity of Building 63, Building 519 and the AMC Maintenance Apron on the Charleston Air Force Base. The project consists of the replacement of existing asphalt and concrete pavements with new asphalt and concrete pavement sections, placement of new pavement markings, improvements to an existing trench drain and incidental work.

This project will also repair spalls, cracks and joints in the existing concrete access aprons for Building 63 and Building 519.

1.1.2 Location

The work shall be located at the Charleston Air Force Base in Charleston, South Carolina, approximately as indicated. The exact location will be shown by the Contracting Officer.

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

1.3 LOCATION OF UNDERGROUND FACILITIES

Obtain digging permits prior to start of excavation. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.3.1 Notification Prior to Excavation

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

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 11 00 Page 1

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SECTION 01 11 00 Page 2

SECTION 01 14 00

WORK RESTRICTIONS

07/07

PART 1 GENERAL

1.1 SPECIAL SCHEDULING REQUIREMENTS

a. The airfield, IMC area, Building 575, Building 519 and Building 63 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 these facilities and Charleston Air Force Base.

b. Permission to interrupt any Activity roads, railroads, and/or utility service shall be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

c. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations. Identify on the construction schedule each factor which constitutes a potential interruption to operations.

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, trafic 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. The Contractor's equipment shall be conspicuously marked for identification.

1.2.1.1 Subcontractors and Personnel Contacts

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

1.2.1.2 Identification Badges

Identification badges, if required, will be furnished without charge.

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.

1.2.2 Working Hours

Regular working hours shall consist of a 9 hour period, between 7:30 and 16:30 , Monday through Friday, excluding Government holidays.

SECTION 01 14 00 Page 1

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 shall be lighted in a manner approved by the Contracting Officer.

1.2.4 Use of Radioactive Equipment

Contractor shall obtain approval, at least 30 calendar days prior to the planned date for commencement of activities, from the Charleston Air Force Base Radiation Safety Officer (RSO), 437 MG/SGPB (963-6289), in order to bring any equipment with a radioactive source (such as a nuclear density gauge) or any other radioactive material onto Charleston Air Force Base (reference AFI 40-2001, Paragraph 3.4.4.10 for specific requirements).

Contractor shall provide the following, a miminum of thirty (30) days prior to bringing equipment onto the Base:

1. Contract Number;

2. Swipe Sampling Data;

3. Copy of permit to own and operate equipment;

4. Certificate of training for the operator;

5. Valid South Carolina State Drivers License;

6. Written approval from the Base Radiation Safety Officer; and

7. Current NRC Form 241, NRC Reciprocity Form.

1.2.5 Hazardous Noise

Contractor shall ensure that base personnel are protected from hazardous noise that may be produced by work being conducted.

1.2.6 Occupied and Existing Buildings

The Contractor shall be working around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 14 00 Page 2

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/08

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 Quality Control approval. 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 PERSONNEL REQUIREMENTS

1.2.1 Subcontractors and Personnel

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

1.2.2 Identification Badges

Identification badges, if required, will be furnished without charge.

Application for and use of badges will be as directed. Immediately report instances of lost or stolen badges to the Contracting Officer.

1.3 SUPERVISION

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

1.4 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule prices, shop drawings, and other submittals, scheduling programming, and prosecution of the work.

Major subcontractors who will engage in the work shall also attend.

Within 72 hours of the preconstruction conference, the Contractor shall prepare and distribute minutes of the meeting to all attendees via email.

1.5 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

SECTION 01 30 00 Page 1 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 data related to this contract, all previous indicia of ownership (seals, logos, signatures, initials and dates) shall be removed.

1.6 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 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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SECTION 01 30 00 Page 2

PART 3 EXECUTION

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SECTION 01 30 00 Page 3

SECTION 01 32 16.00 20

PROJECT SCHEDULE AND PROGRESS DOCUMENTATION

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/CEMNP 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, 628 CES/CENMP

Initial Contract Progress Report (AF IMT 3065); G, 628 CES/CENM

Initial Contract Progress Schedule (AF IMT 3064); G, 628 CES/CENM

SD-07 Certificates

Monthly Project Schedule Update; G, 628 CES/CENMP

Monthly Contract Progress Report (AF IMT 3065); G

Monthly Contract Progress Schedule (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.

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 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 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

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 will 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 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.

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 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.

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

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

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.

SECTION 01 33 00

SUBMITTAL PROCEDURES

02/09

PART 1 GENERAL

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

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

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

Contractor's Quality Control (CQC) System Manager to check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as:

Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals (including parts list); certifications; warranties; and other such required submittals.

Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby. Picked up and disposed of in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations samples remaining upon completion of the work.

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 a notice to proceed or commencing work on site. Schedules or tabular list of data or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work, submitted prior to contract notice to proceed or next major phase of construction.

Certificates of insurance Surety bonds List of proposed subcontractors List of proposed products Construction Progress Schedule Network Analysis Schedule (NAS) Submittal register Schedule of prices

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Health and safety plan Work plan Quality control(QC) plan Environmental protection plan

SD-03 Product Data

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

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

SD-04 Samples

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

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

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

SD-05 Design Data

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

SD-06 Test Reports

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

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

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

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

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

Confined space entry permits.

Text of posted operating instructions.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and Material Safety Data sheets concerning impedances, hazards and safety precautions.

SD-11 Closeout Submittals

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

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

1.1.2 Approving Authority

Office or designated person authorized to approve submittal.

1.1.3 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

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

Submittal register; G

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

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1.3.1 Government Approved

Government approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer.

Within the terms of the Contract Clause entitled "Specifications and Drawings for Construction," they are considered to be "shop drawings."

1.3.2 Information Only

Submittals not requiring Government approval will be for information only.

They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above.

1.4 PREPARATION

1.4.1 Transmittal Form

Transmit each submittal, except sample installations and sample panels to office of approving authority. Transmit submittals with transmittal form prescribed by Contracting Officer and standard for project. On the transmittal form identify Contractor, indicate date of submittal, and include information prescribed by transmittal form and required in paragraph entitled "Identifying Submittals." Process transmittal forms to record actions regarding samples.

1.4.2 Identifying Submittals

When submittals are provided by a Subcontractor, the Prime Contractor is to prepare, review and stamp with Contractor's approval all specified submittals prior to submitting for Government approval.

Identify submittals, except sample installations and sample panels, with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal form. Mark each copy of each submittal identically, with the following:

a. Project title and location.

b. Construction contract number.

c. Date of the drawings and revisions.

d. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other subcontractor associated with the submittal.

e. Section number of the specification section by which submittal is required.

f. Submittal description (SD) number of each component of submittal.

g. When a resubmission, add alphabetic suffix on submittal description, for example, submittal 18 would become 18A, to indicate resubmission.

h. Product identification and location in project.

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1.4.3 Format for SD-02 Shop Drawings

a. Shop drawings are not to be less than 8 1/2 by 11 inches nor more than 30 by 42 inches, except for full size patterns or templates.

Prepare drawings to accurate size, with scale indicated, unless other form is required. Drawings are to be suitable for reproduction and be of a quality to produce clear, distinct lines and letters with dark lines on a white background.

b. Present A4 8 1/2 by 11 inches sized shop drawings as part of the bound volume for submittals required by section. Present larger drawings in sets.

c. Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph entitled "Identifying Submittals."

d. Number drawings in a logical sequence. Each drawing is to bear the number of the submittal in a uniform location adjacent to the title block. Place the Government contract number in the margin, immediately below the title block, for each drawing.

e. Reserve a blank space, no smaller than 4x6 inches on the right hand side of each sheet for the Government disposition stamp.

f. Dimension drawings, except diagrams and schematic drawings;

prepare drawings demonstrating interface with other trades to scale. Use the same unit of measure for shop drawings as indicated on the contract drawings. Identify materials and products for work shown.

g. Include the nameplate data, size and capacity on drawings. Also include applicable federal, military, industry and technical society publication references.

1.4.4 Format of SD-03 Product Data and SD-08 Manufacturer's Instructions

a. Present product data submittals for each section as a complete, bound volume. Include table of contents, listing page and catalog item numbers for product data.

b. Indicate, by prominent notation, each product which is being submitted; indicate specification section number and paragraph number to which it pertains.

c. Supplement product data with material prepared for project to satisfy submittal requirements for which product data does not exist. Identify this material as developed specifically for project, with information and format as required for submission of SD-07 Certificates.

d. Provide product data in metric dimensions. Where product data are included in preprinted catalogs with English units only, submit metric dimensions on separate sheet.

e. Include the manufacturer's name, trade name, place of manufacture, and catalog model or number on product data. Also include applicable federal, military, industry and technical society publication references. Should manufacturer's data require

SECTION 01 33 00 Page 5 supplemental information for clarification, submit as specified for SD-07 Certificates.

f. Where equipment or materials are specified to conform to industry and technical society reference standards of the organizations such as American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), and Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Contracting Officer. State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.

g. Collect required data submittals for each specific material, product, unit of work, or system into a single submittal and marked for choices, options, and portions applicable to the submittal. Mark each copy of the product data identically.

Partial submittals will not be accepted for expedition of construction effort.

h. Submit manufacturer's instructions prior to installation.

1.4.5 Format of SD-04 Samples

a. Furnish samples in sizes below, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately same size as specified:

(1) Sample of Equipment or Device: Full size.

(2) Sample of Materials Less Than 2 by 3 inches: Built up to A4 8 1/2 by 11 inches.

(3) Sample of Materials Exceeding A4 8 1/2 by 11 inches: Cut down to A4 8 1/2 by 11 inches and adequate to indicate color, texture, and material variations.

(4) Sample of Linear Devices or Materials: 10 inch length or length to be supplied, if less than 10 inches. Examples of linear devices or materials are conduit and handrails.

(5) Sample of Non-Solid Materials: Pint. Examples of non-solid materials are sand and paint.

(6) Color Selection Samples: 2 by 4 inches. Where samples are specified for selection of color, finish, pattern, or texture, submit the full set of available choices for the material or product specified. Sizes and quantities of samples are to represent their respective standard unit.

(7) Sample Panel: 4 by 4 feet.

(8) Sample Installation: 100 square feet.

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b. Samples Showing Range of Variation: Where variations in color, finish, pattern, or texture are unavoidable due to nature of the materials, submit sets of samples of not less than three units showing extremes and middle of range. Mark each unit to describe its relation to the range of the variation.

c. Reusable Samples: Incorporate returned samples into work only if so specified or indicated. Incorporated samples are to be in undamaged condition at time of use.

d. Recording of Sample Installation: Note and preserve the notation of area constituting sample installation but remove notation at final clean up of project.

e. When color, texture or pattern is specified by naming a particular manufacturer and style, include one sample of that manufacturer and style, for comparison.

1.4.6 Format of SD-05 Design Data and SD-07 Certificates

Provide design data and certificates on 8 1/2 by 11 inches paper. Provide a bound volume for submittals containing numerous pages.

1.4.7 Format of SD-06 Test Reports and SD-09 Manufacturer's Field Reports

a. Provide reports on 8 1/2 by 11 inches paper in a complete bound volume.

b. Indicate by prominent notation, each report in the submittal.

Indicate specification number and paragraph number to which it pertains.

1.4.8 Format of SD-01 Preconstruction Submittals and SD-11 Closeout Submittals

a. When submittal includes a document which is to be used in project or become part of project record, other than as a submittal, do not apply Contractor's approval stamp to document, but to a separate sheet accompanying document.

b. Provide all dimensions in administrative submittals in metric.

Where data are included in preprinted material with English units only, submit metric dimensions on separate sheet.

1.5 QUANTITY OF SUBMITTALS

1.5.1 Number of Copies of SD-02 Shop Drawings

Submit five copies of submittals of shop drawings requiring review and approval only by QC organization and five copies of shop drawings requiring review and approval by Contracting Officer.

1.5.2 Number of Copies of SD-03 Product Data and SD-08 Manufacturer's Instructions

Submit in compliance with quantity requirements specified for shop drawings.

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1.5.3 Number of Samples SD-04 Samples

a. Submit five samples, or five sets of samples showing range of variation, of each required item. One approved sample or set of samples will be retained by approving authority and one will be returned to Contractor.

b. Submit one sample panel or provide one sample installation where directed.