Cut Sheet 2381 AM0002 2022-03-07.pdf

SOLICITATION NUMBER: W91238-22-R-0015

1 of 1 Amendment 0002

FLIGHT TEST APRON REPAIR, FY21 – HILL AIR FORCE BASE, UTAH

AMENDMENT 0002

SUMMARY:

A) SPECIFICATION 2381:

1) Section 01 33 00, Paragraph 1.10.4 language updated.

2) Section 32 13 14.13, Paragraphs 1.4.6.1 & 2.2.1 language updated.

REPAIR FLIGHT TEST APRON B5009 PHASE B 2381

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 13 SPECIAL PROJECT PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

01 45 00.15 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 21 - FIRE SUPPRESSION

21 13 13 WET PIPE SPRINKLER SYSTEMS, FIRE PROTECTION

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 11.51 PAINT REMOVAL FROM AIRFIELD PAVEMENTS

32 01 16.71 COLD MILLING ASPHALT PAVING

32 01 19.61 SEALING OF JOINTS IN RIGID PAVEMENT

32 11 23 AGGREGATE BASE COURSES

32 11 23.23 BASE COURSE DRAINAGE LAYERS

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 15.13 ASPHALT PAVING FOR AIRFIELDS

32 13 14.13 CONCRETE PAVING FOR AIRFIELDS AND OTHER HEAVY DUTY

PAVEMENTS

32 13 73.19 COMPRESSION CONCRETE PAVING JOINT SEALANT

32 17 23 PAVEMENT MARKINGS

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 40 00 STORM DRAINAGE UTILITIES

33 46 16 SUBDRAINAGE PIPING

DIVISION 34 - TRANSPORTATION

34 73 16 AIRFIELD GROUNDING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

1.1.2 Project Type

1.1.3 Submision of Submittals

1.2 REFERENCES

1.3 DEFINITIONS

1.3.1 Submittal Descriptions (SD)

1.3.2 Approving Authority

1.3.3 Work

1.4 SUBMITTALS

1.5 SUBMITTAL CLASSIFICATION

1.5.1 Government Approved (G)

1.5.2 For Information Only

1.6 PREPARATION

1.6.1 Transmittal Form

1.6.2 Submittal Format

1.6.2.1 Format of SD-01 Preconstruction Submittals

1.6.2.2 Format for SD-02 Shop Drawings

1.6.2.2.1 Drawing Identification

1.6.2.3 Format of SD-03 Product Data

1.6.2.3.1 Product Information

1.6.2.3.2 Standards

1.6.2.3.3 Data Submission

1.6.2.4 Format of SD-04 Samples

1.6.2.4.1 Sample Characteristics

1.6.2.4.2 Sample Incorporation

1.6.2.4.3 Comparison Sample

1.6.2.5 Format of SD-05 Design Data

1.6.2.6 Format of SD-06 Test Reports

1.6.2.7 Format of SD-07 Certificates

1.6.2.8 Format of SD-08 Manufacturer's Instructions

1.6.2.8.1 Standards

1.6.2.9 Format of SD-09 Manufacturer's Field Reports

1.6.2.10 Format of SD-11 Closeout Submittals

1.6.3 Source Drawings for Shop Drawings

1.6.3.1 Source Drawings

1.6.3.2 Terms and Conditions

1.6.4 Electronic File Format

1.7 QUANTITY OF SUBMITTALS

1.7.1 Number of SD-01 Preconstruction Submittal Copies

1.7.2 Number of SD-02 Shop Drawing Copies

1.7.3 Number of SD-03 Product Data Copies

1.7.4 Number of SD-04 Samples

1.7.5 Number of SD-05 Design Data Copies

SECTION 01 33 00 Page 1

1.7.6 Number of SD-06 Test Report Copies

1.7.7 Number of SD-07 Certificate Copies

1.7.8 Number of SD-08 Manufacturer's Instructions Copies

1.7.9 Number of SD-09 Manufacturer's Field Report Copies

1.7.10 Number of SD-10 Operation and Maintenance Data Copies

1.7.11 Number of SD-11 Closeout Submittals Copies

1.8 INFORMATION ONLY SUBMITTALS

1.9 PROJECT SUBMITTAL REGISTER

1.9.1 Submittal Management

1.9.2 Preconstruction Use of Submittal Register

1.9.3 Contractor Use of Submittal Register

1.9.4 Approving Authority Use of Submittal Register

1.9.5 Action Codes

1.9.6 Delivery of Copies

1.10 VARIATIONS

1.10.1 Considering Variations

1.10.2 Proposing Variations

1.10.3 Warranting that Variations are Compatible

1.10.4 Review Schedule Extension

1.11 SCHEDULING

1.12 SUPPLEMENTAL SUBMITTAL PROCEDURES

1.12.1 Supplemental Procedures

1.12.1.1 Resubmittals

1.12.2 Deviations

1.13 COLOR BOARDS

1.14 TYPICAL ROOM MOCK-UP (QUALITY CONTROL)

1.14.1 Samples

1.14.2 Receipt of Approval

1.15 GOVERNMENT APPROVING AUTHORITY

1.15.1 Review Notations

1.16 DISAPPROVED SUBMITTALS

1.17 APPROVED SUBMITTALS

1.18 APPROVED SAMPLES

1.19 WITHHOLDING OF PAYMENT

1.20 STAMPS

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

Appendix A - Submittal Register

ENG FORM 4025

-- End of Section Table of Contents --

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18

PART 1 GENERAL

1.1 SUMMARY1.1.1 Submittal Information

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with Contract requirements.

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

1.1.2 Project Type

The Contractor's Quality Control (CQC) System Manager are to check and approve all items before 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.

1.1.3 Submision of Submittals

Schedule and provide submittals requiring Government approval before acquiring the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Safety Data Sheets (SDS) and in compliance with existing laws and regulations.

1.2 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

ENG FORM 4025 (2012) Transmittal of Shop Drawings, Equipment Data, Material Samples, or Manufacturer's Certificates of Compliance

1.3 DEFINITIONS

1.3.1 Submittal Descriptions (SD)

Submittal requirements are specified in the technical sections. Examples and descriptions of submittals identified by the Submittal Description (SD) numbers and titles follow:

SECTION 01 33 00 Page 3

SD-01 Preconstruction Submittals

Preconstruction Submittals include schedules and a tabular list of locations, features, and other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates Of Insurance

Surety Bonds

List Of Proposed Subcontractors

List Of Proposed Products

Baseline Network Analysis Schedule (NAS)

Submittal Register

Schedule Of Prices Or Earned Value Report

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-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. Unless specified in another section, testing must have been within three years of date of Contract award for the project.

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

Report that 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.

SECTION 01 33 00 Page 4

Investigation reports

Daily logs and checklists

Final acceptance test and operational test procedure

SD-07 Certificates

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

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

Confined space entry permits

Text of posted operating instructions

1.3.2 Approving Authority

Office or designated person authorized to approve the submittal.

1.3.3 Work

As used in this section, on-site 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. In exception, excludes work to produce SD-01 submittals.

1.4 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 this section.

SD-01 Preconstruction Submittals

Submittal Register; G

1.5 SUBMITTAL CLASSIFICATION

1.5.1 Government Approved (G)

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

Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, submittals are considered to be "shop drawings."

SECTION 01 33 00 Page 5

1.5.2 For Information Only

Submittals not requiring Government approval will be for information only.

Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are not considered to be "shop drawings."

1.6 PREPARATION

1.6.1 Transmittal Form

1.6.2 Submittal Format

1.6.2.1 Format of SD-01 Preconstruction Submittals

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

Provide data in the unit of measure used in the contract documents.

1.6.2.2 Format for SD-02 Shop Drawings

Provide shop drawings not 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 another form is required.

Ensure drawings are suitable for reproduction and of a quality to produce clear, distinct lines and letters, with dark lines on a white background.

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

b. 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.

Present shop drawings sized 8 1/2 by 11 inches as part of the bound volume for submittals. Present larger drawings in sets. Submit an electronic copy of drawings in PDF format.

1.6.2.2.1 Drawing Identification

Include on each drawing the drawing title, number, date, and revision numbers and dates.

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

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

1.6.2.3 Format of SD-03 Product Data

Present product data submittals for each section as a complete, bound volume.

Include a table of contents, listing the page and catalog item numbers for

SECTION 01 33 00 Page 6 product data.

Indicate, by prominent notation, each product that is being submitted;

indicate the specification section number and paragraph number to which it pertains.

1.6.2.3.1 Product Information

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

Provide product data in units used in the Contract documents. Where product data are included in preprinted catalogs with another unit, submit the dimensions in contract document units, on a separate sheet.

1.6.2.3.2 Standards

Where equipment or materials are specified to conform to industry or technical-society reference standards of such organizations as the American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), or 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.

1.6.2.3.3 Data Submission

Collect required data submittals for each specific material, product, unit of work, or system into a single submittal that is 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 the construction effort.

Submit the manufacturer's instructions before installation.

1.6.2.4 Format of SD-04 Samples

1.6.2.4.1 Sample Characteristics

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

a. Sample of Equipment or Device: Full size.

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

c. 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 material variations.

SECTION 01 33 00 Page 7

d. 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.

e. Sample Volume of Nonsolid Materials: Pint. Examples of nonsolid materials are sand and paint.

f. 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.

g. Sample Panel: 4 by 4 feet.

h. Sample Installation: 100 square feet.

1.6.2.4.2 Sample Incorporation

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

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

1.6.2.4.3 Comparison Sample

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.

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

1.6.2.5 Format of SD-05 Design Data

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

1.6.2.6 Format of SD-06 Test Reports

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

By prominent notation, indicate each report in the submittal. Indicate the specification number and paragraph number to which each report pertains.

1.6.2.7 Format of SD-07 Certificates

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

1.6.2.8 Format of SD-08 Manufacturer's Instructions

Present manufacturer's instructions submittals for each section as a

SECTION 01 33 00 Page 8 complete, bound volume. 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. If supplemental information is needed to clarify the manufacturer's data, submit it as specified for SD-07 Certificates.

Submit the manufacturer's instructions before installation.

1.6.2.8.1 Standards

Where equipment or materials are specified to conform to industry or technical-society reference standards of such organizations as the American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), or 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.

1.6.2.9 Format of SD-09 Manufacturer's Field Reports

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

By prominent notation, indicate each report in the submittal. Indicate the specification number and paragraph number to which each report pertains.

1.6.2.10 Format of SD-11 Closeout Submittals

Provide data in the unit of measure used in the contract documents.

1.6.3 Source Drawings for Shop Drawings

1.6.3.1 Source Drawings

The entire set of source drawing files ( or DGN) will not be provided to the Contractor. Request the specific Drawing Number for the preparation of shop drawings. Only those drawings requested to prepare shop drawings will be provided. These drawings are provided only after award.

1.6.3.2 Terms and Conditions

Data contained on these electronic files must 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 is at the sole risk of the Contractor and without liability or legal exposure to the Government. The Contractor must 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 its subconsultants that may arise out of or in connection with the use of these electronic files. The Contractor must, 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 source drawing files are not construction documents.

SECTION 01 33 00 Page 9

Differences may exist between the source drawing files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic source drawing files, nor does it make representation to the compatibility of these files with the Contractor hardware or software. The Contractor is responsible for determining if any conflict exists. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished source drawing files, the signed and sealed construction documents govern. Use of these source drawing files does not relieve the Contractor of the 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 or modifies these electronic source drawing files for use in producing construction data related to this contract, remove all previous indication of ownership (seals, logos, signatures, initials and dates).

1.6.4 Electronic File Format

Provide submittals in electronic format, with the exception of material samples required for SD-04 Samples items. In addition to the electronic submittal, provide two hard copies of the submittals. Compile the submittal file as a single, complete document, to include the Transmittal Form described within. Name the electronic submittal file specifically according to its contents, and coordinate the file naming convention with the Contracting Officer. Electronic files must be of sufficient quality that all information is legible. Use PDF as the electronic format, unless otherwise specified or directed by the Contracting Officer. Generate PDF files from original documents with bookmarks so that the text included in the PDF file is searchable and can be copied. If documents are scanned, optical character resolution (OCR) routines are required. Index and bookmark files exceeding 30 pages to allow efficient navigation of the file. When required, the electronic file must include a valid electronic signature or a scan of a signature.

1.7 QUANTITY OF SUBMITTALS

1.7.1 Number of SD-01 Preconstruction Submittal Copies

Unless otherwise specified, submit two administrative submittals.

1.7.2 Number of SD-02 Shop Drawing Copies

Submit two of submittals of shop drawings requiring review and approval by a QC organization. Submit two copies of shop drawings requiring review and approval by the Contracting Officer.

1.7.3 Number of SD-03 Product Data Copies

Submit in compliance with quantity requirements specified for shop drawings.

1.7.4 Number of SD-04 Samples

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

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

SECTION 01 33 00 Page 10 directed. Include components listed in the technical section or as directed.

c. Submit one sample installation, where directed.

d. Submit one sample of nonsolid materials.

1.7.5 Number of SD-05 Design Data Copies

Submit in compliance with quantity requirements specified for shop drawings.

1.7.6 Number of SD-06 Test Report Copies

Submit in compliance with quantity and quality requirements specified for shop drawings, other than field test results that will be submitted with QC reports.

1.7.7 Number of SD-07 Certificate Copies

Submit in compliance with quantity requirements specified for shop drawings.

1.7.8 Number of SD-08 Manufacturer's Instructions Copies

Submit in compliance with quantity requirements specified for shop drawings.

1.7.9 Number of SD-09 Manufacturer's Field Report Copies

Submit in compliance with quantity and quality requirements specified for shop drawings other than field test results that will be submitted with QC reports.

1.7.10 Number of SD-10 Operation and Maintenance Data Copies

Submit three copies of O&M data to the Contracting Officer for review and approval.

1.7.11 Number of SD-11 Closeout Submittals Copies

Unless otherwise specified, submit two sets of administrative submittals.

1.8 INFORMATION ONLY SUBMITTALS

Submittals without a "G" designation must be certified by the QC manager and submitted to the Contracting Officer for information-only. Approval of the Contracting Officer is not required on information only submittals.

The Contracting Officer will mark "receipt acknowledged" on submittals for information and will return only the transmittal cover sheet to the Contractor. Normally, submittals for information only will not be returned. However, the Government reserves the right to return unsatisfactory submittals and require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the drawings and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work; and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

SECTION 01 33 00 Page 11

1.9 PROJECT SUBMITTAL REGISTER

A sample Project Submittal Register showing items of equipment and materials for when submittals are required by the specifications is provided as "Appendix A - Submittal Register."

1.9.1 Submittal Management

Prepare and maintain a submittal register, as the work progresses. Do not change data that is output in columns (c), (d), (e), and (f) as delivered by Government; retain data that is output in columns (a), (g), (h), and (i) as approved. As an attachment, provide a submittal register showing items of equipment and materials for which submittals are required by the specifications. This list may not be all-inclusive and additional submittals may be required.

Column (c): Lists specification section in which submittal is required.

Column (d): Lists each submittal description (SD Number. and type, e.g., SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in each specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting the project requirements.

Thereafter, the Contractor is to track all submittals by maintaining a complete list, including completion of all data columns and all dates on which submittals are received by and returned by the Government.

1.9.2 Preconstruction Use of Submittal Register

Submit the submittal register. Include the QC plan and the project schedule. Verify that all submittals required for the project are listed and add missing submittals. Coordinate and complete the following fields on the register submitted with the QC plan and the project schedule:

Column (a) Activity Number: Activity number from the project schedule.

Column (g) Contractor Submit Date: Scheduled date for the approving authority to receive submittals.

Column (h) Contractor Approval Date: Date that Contractor needs approval of submittal.

Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.

1.9.3 Contractor Use of Submittal Register

Update the following fields with each submittal throughout the contract.

Column (b) Transmittal Number: List of consecutive, Contractor-assigned numbers.

SECTION 01 33 00 Page 12

Column (j) Action Code (k): Date of action used to record Contractor's review when forwarding submittals to QC.

Column (l) Date submittal transmitted.

Column (q) Date approval was received.

1.9.4 Approving Authority Use of Submittal Register

Update the following fields:

Column (b) Transmittal Number: List of consecutive, Contractor-assigned numbers.

Column (l) Date submittal was received.

Column (m) through (p) Dates of review actions.

Column (q) Date of return to Contractor.

1.9.5 Action Codes

1.9.6 Delivery of Copies

Submit an updated electronic copy of the submittal register to the Contracting Officer with each invoice request. Provide an updated Submittal Register monthly regardless of whether an invoice is submitted.

1.10 VARIATIONS

Variations from contract requirements require Contracting Officer approval pursuant to contract Clause FAR 52.236-21 Specifications and Drawings for Construction, and will be considered where advantageous to the Government.

1.10.1 Considering Variations

Discussion of variations with the Contracting Officer before submission will help ensure that functional and quality requirements are met and minimize rejections and resubmittals. When contemplating a variation that results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).

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

1.10.2 Proposing Variations

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

Clearly mark the proposed variation in all documentation.

SECTION 01 33 00 Page 13

1.10.3 Warranting that Variations are Compatible

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

1.10.4 Review Schedule Extension

In addition to the normal submittal review period, a period of 35 days for Government Approval and 14 days for FIO submittals will be allowed for the Government to consider submittals with variations.

1.11 SCHEDULING

Schedule and submit concurrently product data and shop drawings covering component items forming a system or items that are interrelated. Submit pertinent certifications at the same time. No delay damages or time extensions will be allowed for time lost in late submittals. Allow an additional 14 days for review and approval of submittals for refrigeration and HVAC control systems.

a. Coordinate scheduling, sequencing, preparing, and processing of submittals with performance of work so that work will not be delayed by submittal processing. The Contractor is responsible for additional time required for Government reviews resulting from required resubmittals. The review period for each resubmittal is the same as for the initial submittal. Attention is drawn to the submission of the Airfield Concrete Mixture Proportioning Study that requires the determination of flexural strength of concrete in 90 days. See Specification Section 32 13 14.13 CONCRETE PAVING FOR AIRFIELDS AND OTHER HEAVY DUTY PAVEMENTS for details. Concrete placement is not allowed to commence prior to the approval of the Concrete Mixture Proportioning Study. Contractor is strongly advised to provide this submission accordingly and in a timely manner in order to prevent delay of construction schedule.

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

c. Resubmit the submittal register and annotate it monthly with actual submission and approval dates. When all items on the register have been fully approved, no further resubmittal is required.

Contracting Officer review will be completed within 35days after the date of submission for GA submittals and 14 days for FIO submittals.

1.12 SUPPLEMENTAL SUBMITTAL PROCEDURES

Submittals must be made as follows:

1.12.1 Supplemental Procedures

Submittals required by the CONTRACT CLAUSES and other non-technical parts of the contract are not included in this section. Submit one PDF

SECTION 01 33 00 Page 14 electronic set, and four (4) copies for information only, of all shop drawings, certificates of compliance, materials, fixtures and equipment lists called for under the various headings of these specifications. These drawings, certificates and lists must be complete and detailed and, prior to submission, must be reviewed and certified correct by the Contractor as required by the Quality Control System paragraph of the Construction Quality Control Section. If approved by the Contracting Officer,.

Submittals for information only usually will not be returned. Submit paper documents that are printed/copied double-sided on recycled paper that has at least 20% post consumer material when required.

1.12.1.1 Resubmittals

If a submittal is returned for correction or is not satisfactory and is disapproved by the Contracting Officer, the Contractor must resubmit the corrected material in the same quantity, including reproducibles as specified for the original submittal for approval within 14 days after receipt by him of the disapproved material.

1.12.2 Deviations

For submittals which include proposed deviations requested by the Contractor, the column "variation" of ENG FORM 4025 must be checked. The Contractor must set forth in writing the reason for any deviations and annotate such deviations on the submittal. The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.

1.13 COLOR BOARDS

Five sets of color boards must be submitted within 90 calendar days after receipt of Notice to Proceed for all projects which involve building construction or building modifications. The board must include samples of colors and finishes of all interior surfaces such as walls, floors, and ceilings. Material must be submitted in a standard 8-1/2 inches by 11 inches three-ring binder. Fold-outs may be employed to 25-1/2 inches by 33 inches as long as they refold within the standard binder. Actual material samples must be displayed showing color, texture, pattern, finish, thickness, etc., for all appearance related items where choice exists.

These samples must be large enough to indicate true patterns. However, care should be taken to present materials in proportion to that which may be installed in a given situation. Samples must be organized by color schemes with a separate sample for each scheme. The schemes must be coordinated by room names and numbers shown on the architectural floor plans. Colors must be labeled with generic color names. Project title and location (Base) must be placed in the lower right-hand corner of each module. Where special finishes such as architectural concrete, carpet, or prefinished textured metal panels are required, separate samples not less than 8 inches x 10 inches square must be submitted with the board. If more space is needed, more than one board per set may be submitted. The Contractor must certify that he has reviewed the color boards in detail and that they are in strict accordance with the contract drawings and specifications except as may be otherwise explicitly stated. Submittal of the color board must not relieve the Contractor of the responsibility to submit the samples required by the Technical Specifications.

SECTION 01 33 00 Page 15

1.14 TYPICAL ROOM MOCK-UP (QUALITY CONTROL)

1.14.1 Samples

Submit color and finish samples to Contracting Officer for approval.

1.14.2 Receipt of Approval

Following receipt of approval for all color and finish selections from the Contracting Officer, completely mock-up one typical room unit to include;

living/sleeping area, closet, bath and kitchen with approved finish materials. These finish materials must include all wall covering, paint, floor coverings, trim, doors, hardware, woodwork, casework, countertops, glass, electrical, mechanical, and plumbing fixtures and appliances as called for in the contract. If mock-up is not approved by the Contracting Officer, refabricate and reinstall until approval is secured. All rejected materials and finishes must be removed from the project site. The Contracting Officer will indicate acceptance of the quality of the finishes prior to permitting the Contractor to complete the remainder of the units.

Maintain the level of quality approved for the typical room unit throughout the project.

1.15 GOVERNMENT APPROVING AUTHORITY

When the approving authority is the Contracting Officer, the Government will:

a. Note the date on which the submittal was received.

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

c. Identify returned submittals with one of the actions defined in paragraph REVIEW NOTATIONS and with comments and markings appropriate for the action indicated.

Upon completion of review of submittals requiring Government approval, stamp and date submittals. Two copies of the submittal will be retained by the Contracting Officer and two copies of the submittal will be returned to the Contractor.

1.15.1 Review Notations

Submittals will be returned to the Contractor with the following notations:

a. Submittals marked "approved" or "accepted" authorize proceeding with the work covered.

b. Submittals marked "approved as noted" or "approved, except as noted, resubmittal not required," authorize proceeding with the work covered provided that the Contractor takes no exception to the corrections.

c. Submittals marked "not approved," "disapproved," or "revise and resubmit" indicate incomplete submittal or noncompliance with the contract requirements or design concept. Resubmit with appropriate changes. Do not proceed with work for this item until the resubmittal is approved.

SECTION 01 33 00 Page 16

d. Submittals marked "not reviewed" indicate that the submittal has been previously reviewed and approved, is not required, does not have evidence of being reviewed and approved by Contractor, or is not complete. A submittal marked "not reviewed" will be returned with an explanation of the reason it is not reviewed. Resubmit submittals returned for lack of review by Contractor or for being incomplete, with appropriate action, coordination, or change.

e. Submittals marked "receipt acknowledged" indicate that submittals have been received by the Government. This applies only to "information-only submittals" as previously defined.

1.16 DISAPPROVED SUBMITTALS

Make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications, give notice to the Contracting Officer as required under the FAR clause titled CHANGES. The Contractor is responsible for the dimensions and design of connection details and the construction of work. Failure to point out variations may cause the Government to require rejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, make such revisions and resubmit in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

1.17 APPROVED SUBMITTALS

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

Approval or acceptance by the Government for a submittal does not relieve the Contractor of the responsibility for meeting the contract requirements or for any error that may exist, because under the Quality Control (QC) requirements of this contract, the Contractor is responsible for ensuring information contained with in each submittal accurately conforms with the requirements of the contract documents.

After submittals have been approved or accepted 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.

1.18 APPROVED SAMPLES

Approval of a sample is only for the characteristics or use named in such approval and is not be construed to change or modify any contract requirements. Before submitting samples, provide assurance that the materials or equipment will be available in quantities required in the project. No change or substitution will be permitted after a sample has been approved.

Match the approved samples for materials and equipment incorporated in the work. If requested, approved samples, including those that may be damaged in testing, will be returned to the Contractor, at its expense, upon completion of the contract. Unapproved samples will also be returned to

SECTION 01 33 00 Page 17 the Contractor at its expense, if so requested.

Failure of any materials to pass the specified tests will be sufficient cause for refusal to consider, under this contract, any further samples of the same brand or make as that material. The Government reserves the right to disapprove any material or equipment that has previously proved unsatisfactory in service.

Samples of various materials or equipment delivered on the site or in place may be taken by the Contracting Officer for testing. Samples failing to meet contract requirements will automatically void previous approvals.

Replace such materials or equipment to meet contract requirements.

1.19 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if required approvals have not been obtained. Payment for materials incorporated in the work will not be made if required approvals have not been obtained. No payment for materials incorporated in the work will be made unless all required DOR approvals or required Government approvals have been obtained. No payment will be made for any materials incorporated into the work for any conformance review submittals or information-only submittals found to contain errors or deviations from the Solicitation or Accepted Proposal.

1.20 STAMPS

Certify the submittal data as follows on Form ENG 4025: "I certify that the above submitted items had been reviewed in detail and are correct and in strict conformance with the contract drawings and specifications except as otherwise stated.

______NAME OF CONTRACTOR ______ SIGNATURE OF CONTRACTOR

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 33 00 Page 18

SECTION TABLE OF CONTENTS

DIVISION 32 - EXTERIOR IMPROVEMENTS

SECTION 32 13 14.13

CONCRETE PAVING FOR AIRFIELDS AND OTHER HEAVY DUTY PAVEMENTS

08/19

PART 1 GENERAL

1.1 UNIT PRICES

1.1.1 Payments

1.1.1.1 Lump Sum

1.1.2 Payment of Lots

1.1.3 Payment Adjustment for Smoothness

1.1.3.1 Straightedge Testing

1.1.3.2 Profilograph Testing

1.1.4 Payment Adjustment for Plan Grade

1.1.5 Payment Adjustment for Thickness

1.2 REFERENCES

1.3 SUBMITTALS

1.4 QUALITY CONTROL

1.4.1 Contractor Quality Control Staff

1.4.2 Other Staff

1.4.3 Laboratory Accreditation and Validation

1.4.3.1 Aggregate Testing and Mix Proportioning

1.4.3.2 Acceptance Testing

1.4.3.3 Contractor Quality Control

1.4.3.4 Laboratory Inspection

1.4.4 Preconstruction Testing of Materials

1.4.4.1 Aggregates

1.4.4.2 Chemical Admixtures, Curing Compounds and Epoxies

1.4.4.3 Cementitious Materials

1.4.5 Testing During Construction

1.4.6 Test Section

1.4.6.1 Pilot Lane

1.4.6.2 Fill-In Lane

1.4.7 Acceptability of Work

1.4.8 Acceptance Requirements

1.4.8.1 Pavement Lots

1.4.8.2 Evaluation

1.5 DELIVERY, STORAGE, AND HANDLING

1.5.1 Bulk Cementitious Materials

1.5.2 Aggregate Materials

1.5.3 Other Materials

PART 2 PRODUCTS

2.1 SYSTEM DESCRIPTION

2.1.1 Surface Smoothness

2.1.1.1 Straightedge Testing

2.1.1.2 Profilograph Testing

2.1.1.3 Bumps ("Must Grind" Areas)

2.1.1.4 Testing Method

SECTION 32 13 14.13 Page 1

2.1.1.4.1 Straightedge Testing

2.1.1.4.2 Profilograph Testing

2.1.2 Edge Slump and Joint Face Deformation

2.1.2.1 Edge Slump

2.1.2.2 Joint Face Deformation

2.1.2.3 Slump Determination

2.1.2.4 Excessive Edge Slump

2.1.3 Plan Grade

2.1.4 Flexural Strength

2.1.4.1 Sampling and Testing

2.1.4.2 Computations

2.1.5 Thickness

2.1.6 Evaluation of Cores

2.1.7 Diamond Grinding of PCC Surfaces

2.2 CEMENTITIOUS MATERIALS

2.2.1 Portland Cement

2.2.2 Pozzolan

2.2.2.1 Fly Ash

2.2.2.2 Raw or Calcined Natural Pozzolan

2.2.3 Slag Cement

2.2.4 Supplementary Cementitious Materials (SCM) Content

2.3 AGGREGATES

2.3.1 Aggregate Sources

2.3.1.1 Durability of Coarse Aggregate

2.3.1.2 Alkali-Silica Reactivity

2.3.1.3 Combined Aggregate Gradation

2.3.2 Coarse Aggregate

2.3.2.1 Material Composition

2.3.2.2 Particle Shape Characteristics

2.3.2.3 Size and Grading

2.3.2.4 Deleterious Materials - Airfield Pavements

2.3.2.5 Testing Sequence for Deleterious Materials in Coarse

Aggregate - Airfields Only

2.3.3 Fine Aggregate

2.3.3.1 Composition

2.3.3.2 Grading

2.3.3.3 Deleterious Material

2.4 CHEMICAL ADMIXTURES

2.4.1 General Requirements

2.5 MEMBRANE FORMING CURING COMPOUND

2.6 WATER

2.7 JOINT MATERIALS

2.7.1 Expansion Joint Material

2.7.2 Slip Joint Material

2.8 REINFORCING

2.8.1 Reinforcing Bars and Bar Mats

2.8.2 Welded Wire Reinforcement

2.9 DOWELS

2.9.1 Dowels

2.9.2 Dowel Bar Assemblies

2.10 EPOXY RESIN

2.11 EQUIPMENT

2.11.1 Batching and Mixing Plant

2.11.1.1 Location

2.11.1.2 Type and Capacity

2.11.1.3 Tolerances

2.11.1.4 Moisture Control

2.11.2 Concrete Mixers

2.11.2.1 Stationary

SECTION 32 13 14.13 Page 2

2.11.2.2 Mixing Time and Uniformity for Stationary Mixers

2.11.2.3 Abbreviated Test

2.11.2.4 Truck

2.11.3 Transporting Equipment

2.11.4 Transfer and Spreading Equipment

2.11.5 Paver-Finisher

2.11.5.1 Vibrators

2.11.5.2 Screed or Extrusion Plate

2.11.5.3 Longitudinal Mechanical Float

2.11.5.4 Other Types of Finishing Equipment

2.11.5.5 Fixed Forms

2.11.5.6 Slipform

2.11.6 Curing Equipment

2.11.7 Texturing Equipment

2.11.7.1 Burlap Drag

2.11.8 Sawing Equipment

2.11.9 Straightedge

2.11.10 Work Bridge

2.12 SPECIFIED CONCRETE STRENGTH AND OTHER PROPERTIES

2.12.1 Specified Flexural Strength

2.12.2 Water-Cementitious Materials Ratio

2.12.3 Air Content

2.12.4 Slump

2.12.5 Concrete Temperature

2.12.6 Concrete Strength for Final Acceptance

2.13 MIXTURE PROPORTIONS

2.13.1 Composition

2.13.2 Proportioning Studies

2.13.2.1 Water-Cementitious Materials Ratio

2.13.2.2 Trial Mixture Studies

2.13.2.3 Mixture Proportioning for Flexural Strength

2.13.3 Average CQC Flexural Strength Required for Mixtures

2.13.3.1 From Previous Test Records

2.13.3.2 Without Previous Test Records

PART 3 EXECUTION

3.1 PREPARATION FOR PAVING

3.1.1 Weather Precaution

3.1.2 Proposed Techniques

3.2 CONDITIONING OF UNDERLYING MATERIAL

3.2.1 General Procedures

3.2.2 Traffic on Underlying Material

3.3 WEATHER LIMITATIONS

3.3.1 Placement and Protection During Inclement Weather

3.3.2 Paving in Hot Weather

3.3.3 Prevention of Plastic Shrinkage Cracking

3.3.4 Paving in Cold Weather

3.4 CONCRETE PRODUCTION

3.4.1 Batching and Mixing Concrete

3.4.2 Transporting and Transfer - Spreading Operations

3.5 PAVING

3.5.1 General Requirements

3.5.2 Consolidation

3.5.3 Operation

3.5.4 Required Results

3.5.5 Fixed Form Paving

3.5.5.1 Forms for Fixed-Form Paving

3.5.5.2 Form Removal

SECTION 32 13 14.13 Page 3

3.5.6 Slipform Paving

3.5.6.1 General

3.5.6.2 Guideline for Slipform Paving

3.5.6.3 Stringless Technology

3.5.7 Placing Reinforcing Steel

3.5.7.1 Pavement Thickness Greater Than 12 inches

3.5.7.2 Pavement Thickness Less Than 12 Inches

3.5.8 Placing Dowels

3.5.8.1 Contraction Joints

3.5.8.2 Construction Joints-Fixed Form Paving

3.5.8.3 Dowels Installed in Hardened Concrete

3.5.8.4 Lubricating Dowel Bars

3.6 FINISHING

3.6.1 Machine Finishing With Fixed Forms

3.6.2 Machine Finishing with Slipform Pavers

3.6.3 Surface Correction and Testing

3.6.4 Hand Finishing

3.6.4.1 Equipment and Template

3.6.4.2 Finishing and Floating

3.6.5 Texturing

3.6.5.1 Burlap Drag Surface

3.6.6 Edging

3.6.7 Outlets in Pavement

3.7 CURING

3.7.1 Protection of Concrete

3.7.2 Membrane Curing

3.8 JOINTS

3.8.1 General Requirements for Joints

3.8.2 Longitudinal Construction Joints

3.8.3 Transverse Construction Joints

3.8.4 Expansion Joints

3.8.5 Slip Joints

3.8.6 Contraction Joints

3.8.7 Thickened Edge Joints

3.9 REPAIR, REMOVAL AND REPLACEMENT OF NEWLY CONSTRUCTED SLABS

3.9.1 General Criteria

3.9.2 Slabs with Cracks

3.9.3 Removal and Replacement of Full Slabs

3.9.4 Repairing Spalls Along Joints

3.9.5 Repair of Weak Surfaces

3.9.6 Repair of Pilot Lane Vertical Faces

3.10 EXISTING CONCRETE PAVEMENT REMOVAL AND REPAIR

3.10.1 Removal of Existing Pavement Slab

3.10.2 Edge Repair

3.10.2.1 Spall Repair

3.10.2.2 Underbreak and Underlying Material

3.11 PAVEMENT PROTECTION

3.12 TESTING AND INSPECTION FOR CONTRACTOR QUALITY CONTROL DURING

CONSTRUCTION

3.12.1 Testing and Inspection by Contractor

3.12.2 Testing and Inspection Requirements

3.12.3 Concrete Strength Testing for CQC

3.12.4 Reports

-- End of Section Table of Contents --

SECTION 32 13 14.13 Page 4

SECTION 32 13 14.13

CONCRETE PAVING FOR AIRFIELDS AND OTHER HEAVY DUTY PAVEMENTS

08/19

PART 1 GENERAL

1.1 UNIT PRICES

1.1.1 Payments

1.1.1.1 Lump Sum

The quantity of concrete will be paid for and included in the lump-sum contract price. If less than 100 percent payment is due based on the pay factors stipulated below, a unit price of $200 per cubic yard will be used for purposes of calculating the payment reduction. Payment will constitute full compensation for all materials, equipment, plant and tools, and for all labor and other incidentals necessary to complete the concrete pavement, except for other items specified herein for separate payment.