Technical_Specifications_207_pgs.pdf

TECHNICAL SPECIFICATIONS

934 Airlift Wing Minneapolis – St. Paul Air Reserve Station

Minneapolis, MN 55450-2100

Project No. QJKL 15-0026

REPAIR ASPHALT TOWWAY

934th Civil Engineering 760 Military Highway, Building 744

Minneapolis, MN 55450

JANUARY 2016

QJKL 15-0026

Repair Asphalt Towway

PROJECT TABLE OF CONTENTS – Page 1

PROJECT TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00.00 40 SUMMARY OF WORK

01 33 00 SUBMITTAL PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 23.00 10 NPDES PERMIT REQUIREMENTS FOR STORM WATER DISCHARGES FROM

CONSTRUCTION SITES

01 62 35 RECYCLED / RECOVERED MATERIALS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

DIVISION 02 – EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 31 - EARTHWORK

31 23 00.00 20 EXCAVATION AND FILL

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 01 19 JOINTS IN CONCRETE PAVEMENTS

32 11 16 AGGREGATE BASE COURSE

32 11 26 BITUMINOUS BINDER COURSE

32 12 10 BITUMINOUS TACK COAT

32 12 17 BITUMINOUS SURFACE COURSE

32 13 13.03 PORTLAND CEMENT CONCRETE PAVEMENT

32 17 24.00 10 PAVEMENT MARKINGS

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

33 71 00 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT

-- End of Project Table of Contents --

DIVISION 03 - MASONRY

04 20 00 UNIT MASONRY

SECTION 01 11 00.00 40

SUMMARY OF WORK

Rev 01/16 (934 MSG/CEC)

PART 1 GENERAL

1.1 ATTACHMENTS

AF IMT 3064 (Construction Progress Schedule)

AF IMT 3065 (Progress Report)

1.2 DESCRIPTION OF WORK

The scope of this project is to furnish all plant, labor, materials, and equipment and performing all work for Repair Asphalt Towway.

1.3 CONTRACT DRAWINGS AND SPECIFICATIONS

1.3.1 SETS FURNISHED

The Contractor shall check and be responsible for making copies of specifications including amendments. The bid drawings as amended shall be utilized in the performance of the work the contract drawings (i.e., bid drawings that have been posted with all amendment changes) are provided to the contractor. See the paragraph below for contract drawing and distribution requirements. The work shall conform to the contract drawings, set out in the drawing index, all of which form a part of these specifications. The work shall also conform to any standard details bound or referenced herein.

1.3.2 NOTIFICATIONS OF DISCREPANCIES

The Contractor shall check all drawing files furnished him immediately upon their receipt and shall promptly notify the Contracting Officer of any discrepancies. Dimensions marked on drawings shall be followed in lieu of scale measurements. Enlarged plans and details shall govern where the same work is shown at smaller scales. All scales shown are based on a standard drawing size of 24" x 36". If any other size drawings are furnished or plotted the contractor shall adjust the scales accordingly. The Contractor shall also advise sub-contractors of the above. The Contractor shall compare all drawings and verify the figures before laying out the work and will be responsible for any errors which might have been avoided thereby.

1.3.3 OMISSIONS

Omissions from the drawings or specifications or the mis-description of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or which are customarily performed, shall not relieve the Contractor from performing such omitted or mis-described details of the work and will be responsible for any errors which might have been avoided thereby.

1.4 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SECTION 01 11 00.00 40 Page 1

SD-01 Preconstruction Submittals

Submit the following items to the Contracting Officer:

Construction Progress Schedule (AF IMT 3064) Temporary Fencing and Security Fencing Phasing Plan

See Sub-section 1.7 SCHEDULING OF WORK.

SD-11 Closeout Submittals

Submit the following items to the Contracting Officer:

AF IMT 3065 (Progress Report)

Contractor shall submit for approval within 10 days after NTP, a plan indicating the location and phasing of the temporary fencing and new security fencing to ensure security and emergency access are maintained to the Air Reserve Station throughout the life of the contract. Close coordination with Base Security personnel and Civil Engineering is required. Proposed location for the fencing and proposed construction phasing plan are identified on the drawings.

1.5 SCHEDULING OF WORK

The Contractor shall, within five days after the work commences or another period of time determined by the Contracting Officer, prepare and submit to the Contracting Officer for approval, a Construction Progress Schedule (AF IMT 3064) showing the order in which the Contractor proposes to perform the work. The schedule shall separate the work into phases developed in cooperation with the Government. The schedule shall include the dates on which the Contractor contemplates starting and completing the salient elements of the work. The Contractor shall also specifically identify on each progress report, any apparent, anticipated or proposed deviation form the previously approved schedule.

1.6 REGULATIONS

The Contractor shall comply with all standard and special safety and fire regulations, including those in the Corps of Engineers Safety Manual, the American General Contractors Safety Manual, OSHA, and certain base regulations. Prior to the start of the work, the Contractor may be required to meet with the Contracting Officer to review specific safety and fire regulations.

1.7 TESTING

The contractor shall furnish all material testing and certifications as required by this contract. Any expense associated with the use of an independent testing agency, as may be required by this contract shall be provided unless otherwise specified.

1.8 WARRANTIES AND OPERATING INSTRUCTIONS

Warranties and operating instructions are required to be submitted directly to the Contracting Officer at the completion of the contract work. Four copies of all warranties and operating instructions shall be provided

SECTION 01 11 00.00 40 Page 2 unless otherwise specified.

1.9 GOVERNMENT OCCUPANCY

The Government will occupy areas adjacent to the work site during construction. Contractor shall schedule and perform the work so as not to interfere with the Government's operations. The Contractor shall cooperate fully with the Government during construction operations to minimize conflicts and to facilitate Government usage.

1.10 BASE HOURS

Base operation hours are 7:00 a.m. to 5:00 p.m. daily (Monday through Friday), excluding federal holidays. Access to the base during other times must be requested in writing from the Contracting Officer and will be granted only for extenuating circumstances.

1.11 BASE ACCESS

Access onto and across the grounds shall be as directed by the Government.

Employee parking shall be as directed by the Contracting Officer. Also, the Government may impose restrictions regarding methods and points of contractor access in order to maintain orderly operation of the facility during the construction period.

1.12 TEMPORARY BARRICADES AND FENCES

The Contractor shall furnish, install, and maintain barricades, fences, warning signs, steps, bridges, platforms and scaffolds required for execution of the Contractor's work and to secure hazardous areas and equipment from the general public or the building occupants. Prior to beginning project work the Contractor shall submit a Temporary Fencing and Security Fencing Phasing Plan. The proposed location for the fencing and proposed phasing plan are identified on the drawings.

Maintain all temporary facilities and controls as long as needed for the safe and proper completion of the work. Remove all such temporary facilities and controls as rapidly as progress of the work will permit or as directed by the Contracting Officer.

1.13 TEMPORARY CONSTRUCTION FACILITIES

1.13.1 Not Used

1.13.2 Sanitary Facilities

The Contractor is required to furnish and maintain a temporary water closet or privy. The water closet/privy type and location will be coordinated with Civil Engineering. The Contractor shall allow every person associated with the project use of the water closet/privy.

1.14 AVAILABILITY OF UTILITY SERVICES

The Contractor may use Government utilities in the vicinity of the project area. The Contractor shall not be wasteful of the Government utilities and the Government reserves the right to assess the Contractor for utility use

SECTION 01 11 00.00 40 Page 3 upon discovery of negligence with respect to utility usage. All temporary lines shall be maintained by the Contractor in a workmanlike manner satisfactory to the Contracting Officer and shall be removed by the Contractor in like manner prior to final acceptance of the construction.

1.15 UTILITY SERVICE INTERRUPTIONS

The Contractor shall submit written notification not less than 15 calendar days in accordance of each interruption of each utility and communication service to or within existing buildings and facilities being used by others. No single outage will exceed 4 hours unless approved in writing.

The time and duration of all outages will be coordinated and approved with the using agency by the Contracting Officer.

1.16 PERMITS

1.16.1 Digging Permit

To ensure personnel safety and utility safety when work is to be done below grade, it is the responsibility of the Contractor to obtain an on-base (AF IMT 103) digging permit and a GOPHER ONE digging permit. For an on-base digging permit the Contractor shall provide the Contracting Officer with not less than 10 calendar days written notice of the intent to perform digging or excavation work to allow the Government the opportunity to locate and mark its utilities which may interfere with the proposed work.

For a GOPHER ONE digging permit, the Contractor shall follow standard Minnesota State procedures.

1.16.2 MAC Public Works Permit

If any of the work affects property (buildings, facilities, utilities, etc.) belonging to the Metropolitan Airports Commission (MAC), the Contractor is responsible for obtaining a MAC Public Works Permit through Civil Engineering prior to starting the work.

1.16.3 Aerospace Clearances

MAC Aerospace Evaluation Application: If any of the work requires a crane, boom truck or any other type of equipment that will affect local aerospace;

the Contractor is responsible for obtaining prior clearance from MAC through Civil Engineering.

FAA Form 7460-1, Notice of Proposed Construction or Alteration: In addition to obtaining clearance from MAC, the Contractor shall also be required to ensure the necessary coordination and/or clearance is obtained for an approved FAA Form 7460-1 from the Federal Aviation Administration through Civil Engineering.

1.16.4 Free Zone Letter

The work is to be accomplished in a restricted or controlled area.

Therefore, it is the responsibility of the Contractor to obtain a "free zone letter" so a free zone can be established prior to starting work.

Free zones are areas established within restricted/controlled areas when a construction work and similar activities make it inappropriate or impractical to apply normal circulation security controls. For a "free zone letter", the Contractor shall provide the Contracting Officer with not less than 14 calendar days written notice of the intent to perform work in a controlled or restricted area to allow the Government the opportunity to

SECTION 01 11 00.00 40 Page 4 get the letter drafted, coordinated and approved.

1.17 PROTECTION OF FACILITIES

The Contractor shall preserve and protect all structures, equipment, pavements and vegetation on or adjacent to the work site, which are not to be removed and which do not unreasonably interfere with the work required under this contract. The Contractor shall repair or replace any damage resulting from failure to comply with the requirements of this contract or failure to exercise reasonable care in performing the work. Any repair or replacement shall be accomplished at the expense of the Contractor and to the satisfaction of the Contracting Officer.

1.18 NOT USED

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 11 00.00 40 Page 5

CONTRACT PROGRESS SCHEDULE

I

Form Approved

(See Contractor's Instructions on Reverse) OMB NO. 0704-0188

Public reporting burden for this collection of information is estimated to average 15 minutes per response, including the time for reviewing instructions, searching exisling 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 suggeslions 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

1. CONTRACT NO. 8. PROJECT TITLE 10. APPROVAL RECOMMENDED BY:

DATE SIGNED INSTALLATIONS ENGINEER'S SIGNATURE

2. STARTING DATE

3. COMPLETION DATE 9. SUBMITTED BY:

4. PURCHASE REQUEST NO. DATE SIGNED CONTRACTOR'S NAME (Last, First, Middle Initial) CONTRACTOR'S SIGNATURE 11. APPROVED BY:

5 PROJECT NO.

ADDRESS (Street, City, State, Zip Code) DATE SIGNED CONTRACTING OFFICER'S SIGNATURE

6. ACTUAL STARTING DATE

7. ACTUAL COMPLETION DATE

N 0 P Q

WEEKSLINE

%WORK ELEMENTSNO

C FD G K L ME H I JBA

AF IMT 3064, 20030901, V1 PREVIOUS EDITIONS ARE OBSOLETE

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 306"5, "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

CONTRACT PROGRESS REPORT 10MB NO. 0704-0188

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. IPERIOD COVERED IPROJECT NO. CONTRACT NO. ICOMPLETION DATE

FROM: TO:

LINE

WORK ELEMENT

% OF % COMPLETED % COMPLETED

NO. TOTAL JOB THIS PERIOD CUMULATIVE

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

0 CONTRACTOR 0 BASE CIVIL ENGINEER

TYPE OR PRINT NAME AND TITLE ISIGNATURE IDATE

REVIEWED BY OR FOR CONTRACTING OFFICER

TYPE OR PRINT NAME AND TITLE ISIGNATURE IDATE

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

SECTION 01 33 00

SUBMITTAL PROCEDURES

Rev 01/16 934 MSG/CEC

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal

Contract Clauses "FAR 52.236-5, Material and Workmanship," paragraph (b) and "FAR 52.236-21, Specifications and Drawings for Construction," paragraphs (d), (e), and (f) apply to all "submittals."

1.1.2 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by SD numbers and titles as follows.

SD-01 Preconstruction Submittals

Submittals which are required prior to a notice to proceed on a new contract. Submittals required prior to the start of the next major phase of the construction on a multi-phase contract. 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.

Construction Progress Schedule.

Environmental Protection Plan.

Storm Water Pollution Prevention Plan (SWPPP)

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

SECTION 01 33 00 Page 1 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.

SWPPP Compliance Inspection Reports

SD-07 Certificates

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

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

Confined space entry permits.

Text of posted operating instructions.

SD-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, manufacturer's help and product lines necessary to maintain and install equipment. Also, SECTION 01 33 00 Page 2 submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.1.3 Approving Authority

Office or designated person authorized to approve submittal.

1.1.4 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

At the end of this section is a submittal register (submittal form) showing items of equipment and materials for which submittals are required by the specifications.

1.3 PROCEDURES FOR SUBMITTALS

1.3.1 Reviewing, Certifying, Approving Authority

The 934th Civil Engineering Division firm shall be responsible for reviewing and certifying that submittals are in compliance with contract requirements. Approving authority on submittals is the Contracting Officer.

1.3.2 Constraints

a. Submittals listed or specified in this contract shall conform to provisions of this section, unless explicitly stated otherwise.

b. Submittals shall be complete for each definable feature of work;

components of definable feature interrelated as a system shall be submitted at same time.

c. When acceptability of a submittal is dependent on conditions, items, or materials included in separate subsequent submittals, submittal will be returned without review.

d. Approval of a separate material, product, or component does not imply approval of assembly in which item functions.

1.3.3 Scheduling

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

b. Except as specified otherwise, allow a review period, beginning with receipt by approving authority, that includes at least 10 working days for submittals for Contracting Officer approval.

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

SECTION 01 33 00 Page 3

1.4 FORMAT OF SUBMITTALS

1.4.1 Transmittal Form

APPROVAL MUST BE OBTAINED FROM THE CONTRACTING OFFICER PRIOR TO INITIATING

ANY WORK WHICH INCLUDES MATERIAL FROM THIS LIST. All submittals shall be submitted to the Contracting Officer for approval. All submittals shall be accomplished by the use of the AF IMT 3000. All submittals except warranties and operating instructions, as noted below, shall be furnished for review no later than 10 calendar days after receipt of the Notice to Proceed, or at a time frame specified by the Contracting Officer. The submittal shall be appropriately marked either APPROVED or DISAPPROVED, and may include additional comments. If submittals can not be made within 10 calendar days after receipt of the Notice to Proceed, or within a time frame specified by the Contracting Officer, the Contracting Officer shall be advised of the difficulty and of any extension of the time being requested.

1.4.2 Identifying Submittals

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

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

e. When a resubmission, add alphabetic suffix on submittal description, for example, SD-10A, to indicate resubmission.

f. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other second tier Contractor associated with submittal.

g. Product identification and location in project.

1.4.3 Format for SD-02 Shop Drawings

a. Shop drawings shall be formatted not be less than 8 1/2 by 11 inches nor more than 30 by 42 inches and can be provided digitally.

b. Not used.

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. Dimension drawings, except diagrams and schematic drawings;

prepare drawings demonstrating interface with other trades to scale. Shop drawing dimensions shall be the same unit of measure as indicated on the contract drawings. Identify materials and products for work shown.

SECTION 01 33 00 Page 4

e. Drawings shall include the nameplate data, size and capacity.

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 Instruction

a. Present product data submittals for each section as a complete, bound volume. It can be provided digitally. 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.

e. Product data shall include the manufacturer's name, trade name, place of manufacture, and catalog model or number. Submittals shall also include applicable federal, military, industry and technical society publication references. Should manufacturer's data require supplemental information for clarification, the supplemental information shall be submitted 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. The certificate shall state 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. Submit manufacturer's instruction 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 8 1/2 by 11 inches.

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

SECTION 01 33 00 Page 5 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.

b. Samples Showing Range of Variation: Where variations are unavoidable due to nature of the materials, submit sets of samples of not less than three units showing extremes and middle of range.

c. Reusable Samples: Incorporate returned samples into work only if so specified or indicated. Incorporated samples shall 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

a. Provide design data and certificates formatted on 8 1/2 by 11 and digitally submit, e.g PDF file.

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

a. Provide reports fromatted on 8 1/2 by 11 inches and submitted digitally.

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.

1.5 APPROVED SUBMITTALS

The Contracting Officer's approval of submittals shall not be construed as a complete check, but will indicate only that the general method of construction, materials, detailing and other information are satisfactory.

Approval will not relieve the Contractor of the responsibility for any error which may exist. After submittals have been approved by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

SECTION 01 33 00 Page 6

1.6 DISAPPROVED SUBMITTALS

The Contractor shall make all corrections required by the Contracting Officer and promptly furnish a corrected submittal in the form and number of copies specified for the initial submittal. If the Contractor considers any correction indicated on the submittals to constitute a change to the contract, a notice in accordance with the Contract Clause "Changes" shall be given promptly to the Contracting Officer.

1.7 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if required approvals have not been obtained.

1.8 GENERAL

The Contractor shall make submittals as required by the specifications.

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 shall be the same as those used in the contract drawings. Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Submittals shall include 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 shall be scheduled and made prior to the acquisition of the material or equipment covered thereby. Samples remaining upon completion of the work shall be picked up and disposed of in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

1.9 SCHEDULING

Submittals covering component items forming a system or items that are interrelated shall be scheduled to be coordinated and submitted concurrently. Certifications to be submitted with the pertinent drawings shall be so scheduled. Adequate time shall be allowed.

1.10 TRANSMITTAL FORM (AF IMT 3000)

The sample transmittal form (AF IMT 3000) attached to this section shall be used for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form. This form shall be properly completed by filling out all the heading blank spaces and identifying each item submitted. Special care shall be exercised to ensure proper listing of the specification paragraph and/or sheet number of the contract drawings pertinent to the data submitted for each item. The form shall be submitted digitally.

PART 2 PRODUCTS

Not Used

SECTION 01 33 00 Page 7

PART 3 EXECUTION

Not Used

SECTION 01 33 00 Page 8

Form Approved MATERIAL APPROVAL SUBMITTAL OMB No 9000-0062

(See Instructions on Reverse) Expires May 31, 2005

UDIIC repD Ing Dureen Dr lOIS cOllec Ion 0 In orma Ion IS es Irna eo 0 average "uffilnU es per response, inC uOlng me Ime or reviewing inS ruc Ions, searcnlng eXls Ing oa a 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, 1215 Jefferson Davis Highway, Suite 1204, Arlington VA 22202-4302, and to the Office of Management and Budget, Paperwork Reduction Project OMB No 9000-0062, Washington DC 20503. Please DO NOT RETURN your form to either of these addresses. Send your completed form to: SAF/AQCP, 1060 Air Force Pentagon, Washington DC

DATE (VYYYMMDD)FROM: (Contractor)TO: (Contracting Officer)

SUBMISSION NUMBER SUBMITTALCONTRACT NUMBER

NEW RESUBMITTALD D

PREVIOUS SUBMISSION NUMBER IPROJECT NUMBER

TO BE COMPLETED BY CONTRACTOR FOR GOVERNMENT USE ONLY

DESCRIPTION OF MATERIAL AP DISAPSPECIFICATION SECTIONI SEEITEM

INITIALPROVEDPROVED REVERSE(Include Type, Model Number, Catalog Number, Mfg., etc.) PARA NO.lDRAWING NO.NO.

D D D

D D D

D D D

D D D

D D D

D D D

DD D

D D D

D D D

D D D

D D D

BY COMPLETING THIS FORM, THE UNDERSIGNED CONTRACTOR CERTIFIES THAT

THE MATERIAL COMPLIES WITH ALL SPECIFICATIONS OF SUBJECT CONTRACT.

TYPE OR PRINT NAME AND TITLEDATE (VYVYMMDD) ISIGNATURE

FOR GOVERNMENT USE ONLY

TO: (Base Civil Engineering Officer)

For Evaluation and Action

TYPE OR PRINT NAME AND GRADEDATE (YYYYMMDD) ISIGNATURE

TO: (AF Contracting Office)

I I APPROVAL I I I DISAPPROVAL AS INDICATED ABOVE AND SUBJECT TO ANY APPLICABLE COMMENTS ON THE REVERSERECOMMEND

TYPE OR PRINT NAME AND GRADEDATE (YYVYMMDD) ISIGNATURE

TO: (Contractor)

DISAPROVED AS INDICATED ABOVE AND SUBJECT TO ANY APPLICABLE COMMENTS ON THE REVERSE SIDE. REQUEST

APPROVEDD D

RESUBMITTAL ON DISAPPROVED ITEMS WITHIN DAYS OF DATE SHOWN BELOW.

TYPE OR PRINT NAME AND GRADEDATE (YYYYMMDD) ISIGNATURE

AF IMT 3000, 20030901, V1 PREVIOUS EDITION IS OBSOLETE.

COMMENTS

(Number to correspond with applicable Item Number on reverse) work required by the contract.

2.

4.

5.

officer under the terms of this contract.

INSTRUCTIONS TO CONTRACTORS

1. The term "material· is defined as articles, supplies, raw materials, equipment, parts, components, and end items that are to be incorporated into the

This form is to be used by contractors for submitting Shop Drawings, Equipment Data, Manufacturer's Literature and Certificates and samples of Materials to the Government for approval in accordance with the provisions of this contract. Unless otherwise specified, it is to be prepared in 4 copies, signed, and provided to the contracting officer with appropriate attachments.

3. Item(s) to be approved will be clearly tabbed or identified. Data pertaining to item(s) to be approved will be clearly identified or tabbed, particularly where documents are voluminous, in order to properly evaluate the materials or articles to be incorporated in the work. Each attachment will be numbered to correspond with the item number shown on the face of this form.

Requests submitted shall be numbered consecutively, by contract, in the space entitled "Submission No. ". This number, in addition to the Contract No., will be used to identify each Material Approval Submittal. Resubmissions will be indicated in the appropriate block and the insertion of previous submission number and data in addition to a new submission number. A single submission should be used for all work of a section of the specifications, but in NO instance should the submission include work for more than one (1) contract. Submittals requiring priority handling will be submitted by separate submittal using the form and so marked across the face of the form.

This Material Approval Submittal is not valid unless it is signed by the contracting officer. This approval is required as called for by the contracting

AF IMT 3000, 20030901, V1 (REVERSE)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 9 PAGES

TITLE AND LOCATION

QJKL 15-0026 Repair Asphalt Towway

01 11 00.00 40 SD-01 Preconstruction Submittals 1.5Construction Progress Schedule

(AF IMT 3064)

1.12Temporary Fencing and Security

Fencing Phasing Plan SD-11 Closeout Submittals

1.1AF IMT 3065 (Progress Report) 01 57 20.00 10 SD-01 Preconstruction Submittals

1.8Environmental Protection Plan 3.5.1Material Safety Data Sheet

(MSDS)

01 57 23.00 10 SD-01 Preconstruction Submittals

3.2.1Storm Water Pollution Prevention Plan (SWPPP)

SD-06 Test Reports 3.2.7SWPPP Compliance Inspection

Reports 01 74 19 SD-01 Preconstruction Submittals

1.4Construction Waste Management Plan

SD-07 Certificates 1.7.1Receipts of Recycled Materials 1.7.1Receipts of Solid Waste

02 41 00 SD-01 Preconstruction Submittals 1.6.2Existing Conditions 1.9Demolition Plan

SUBMITTAL REGISTER

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(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 9 PAGES

QJKL 15-0026 Repair Asphalt Towway

03 30 00 SD-01 Preconstruction Submittals 1.6.3.1Concrete Curing Plan 1.6.5Quality Control Plan 1.6.6Quality Control Personnel

Certifications SD-02 Shop Drawings

1.6.2.1Reinforcing steel SD-03 Product Data

2.4.5Admixtures SD-05 Design Data

2.3.1mix design SD-06 Test Reports

1.6.1.1Concrete mix design 3.13.2.3Compressive strength tests 3.13.2.4Air Content 3.13.2.1Slump Tests

SD-07 Certificates 1.9Welder Qualifications

SUBMITTAL REGISTER

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 9 PAGES

QJKL 15-0026 Repair Asphalt Towway

04 20 00 SD-03 Product Data 1.4.1Hot Weather Procedures 1.4.2Cold Weather Procedures

Cement 2.2.1.1Cementitious Materials

SD-04 Samples 2.2.1.3Admixtures for Masonry Mortar

Anchors, Ties, and Bar Positioners

2.4.2Joint Reinforcement SD-06 Test Reports Field Testing of Mortar

SD-07 Certificates Precast Concrete Units

2.2.1.1Cementitious Materials 2.2.1.3Admixtures for Masonry Mortar

Anchors, Ties, and Bar Positioners

2.4.2Joint Reinforcement SD-08 Manufacturer’s Instructions

2.2.1.3Admixtures for Masonry Mortar

SUBMITTAL REGISTER

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 9 PAGES

QJKL 15-0026 Repair Asphalt Towway

32 01 19 SD-03 Product Data 3.3.2Manufacturer's

Recommendations - JS 1.3Equipment - JS

SD-04 Samples 1.5.2Materials - JS

32 11 16 SD-03 Product Data 3.5Equipment - ABC 3.5Waybills and Delivery Tickets -

ABC

SD-06 Test Reports

1.6Sampling and Testing - ABC 1.6.2.4Field Density Tests - ABC

32 11 26 SD-05 Design Data 2.2Asphalt Cement Binder - BBC 2.2Mix Design - BBC

SD-06 Test Reports 1.4Sampling and Testing - BBC

32 12 17 SD-05 Design Data 2.2Asphalt Cement Binder - BSC 2.3Mix Design - BSC

SD-06 Test Reports 3.4.2.1Bituminous Mix Tests - BSC 3.4.2.2Pavement Courses - BSC

32 13 13.03 SD-03 Product Data 1.9Equipment - PCCP

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 5 OF 9 PAGES

QJKL 15-0026 Repair Asphalt Towway

32 13 13.03 1.10Proposed Techniques - PCCP SD-05 Design Data

2.11.2Proportioning Studies- PCCP SD-06 Test Reports

1.6Sampling and Testing - PCCP 3.12.2.2Concrete Slump - PCCP 3.12.2.2Air Content - PCCP 3.12.2.2Pavement Thickness - PCCP 3.12.2.2Flexural Strength - PCCP 3.12.2.2Control Charts - PCCP

SD-07 Certificates 1.7.1Quality Control - PCCP 1.6Laboratory Accreditation - PCCP 1.7.3Laboratory Accreditation - PCCP

32 17 24.00 10 SD-03 Product Data 1.2Equipment - PM 1.4.1Qualifications - PM

SD-06 Test Reports 2.3Sampling and Testing - PM

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 6 OF 9 PAGES

33 40 00 SD-03 Product Data 3.3Placing Pipe

SD-04 Samples 2.1Pipe for Culverts and Storm

Drains SD-07 Certificates Resin Certification Pipeline Testing Hydrostatic Test on Watertight Joints

3.7.5Determination of Density

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QJKL 15-0026 Repair Asphalt Towway

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 7 OF 9 PAGES

33 40 00 2.3.7Frame and Cover for Gratings

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QJKL 15-0026 Repair Asphalt Towway

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 8 OF 9 PAGES

QJKL 15-0026 Repair Asphalt Towway

33 71 02 SD-03 Product Data 2.4Medium voltage cable 2.6Medium voltage cable joints 2.5Medium voltage cable terminations SD-06 Test Reports

2.10.1Medium voltage cable qualification and production tests

3.12.1Field Acceptance Checks and Tests

33 82 00 SD-02 Shop Drawings 1.5.1.1Telecommunications Outside

Plant

SD-06 Test Reports 3.4.1Pre-installation tests

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 9 OF 9 PAGES

QJKL 15-0026 Repair Asphalt Towway

33 82 00 3.4.2Acceptance tests 1.5.3Outside Plant Test Plan

SD-07 Certificates 1.5.2.1Telecommunications Contractor 1.5.2.2Key Personnel 1.5.2.3Manufacturer's Qualifications

SD-08 Manufacturer’s Instructions

3.1.5.1Cable tensions 3.1.6.2Fiber Optic Splices

SD-09 Manufacturer’s Field Reports

2.10.1Factory Reel Test Data SD-10 Operation and Maintenance Data

1.5.1.1Telecommunications outside plant (OSP)

SD-11 Closeout Submittals 1.7.1Record Documentation

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SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

Rev 1/16 (934 MSG/CEC)

PART 1 GENERAL

1.1 REFERENCES

Various publications are referenced in other sections of the specifications to establish requirements for the work. These references are identified in each section by document number, date and title. The document number used in the citation is the number assigned by the standards producing organization, (e.g. ASTM B 564 Nickel Alloy Forgings). However, when the standards producing organization has not assigned a number to a document, an identifying number has been assigned for reference purposes.