15B0004_TSpecs_RTA.pdf

Solicitation No. W912P5-15-B-0004

US Army Corps Of Engineers Nashville District

SPILLWAY BULKHEAD

PROCUREMENT

Cheatham Lock and Dam Cheatham and Dickson Counties, Tennessee

Technical Specifications

May 2015

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Spillway Bulkhead Procurement Cheatham Lock and Dam W912P5-15-B-0004 Cheatham and Dickson Counties, Tennessee

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 22 00 MEASUREMENT AND PAYMENT

01 33 00 SUBMITTAL PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 78 02 AS-BUILT DRAWINGS

DIVISION 05 - METALS

05 50 15 CIVIL WORKS FABRICATIONS

05 59 13 FABRICATION OF HYDRAULIC STEEL STRUCTURES

DIVISION 09 - FINISHES

09 97 02 PAINTING: HYDRAULIC STRUCTURES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 SCOPE

1.2 SUBMITTALS

1.3 FABRICATION SCHEDULE

1.4 INSPECTIONS AND ACCEPTANCE OF WORK

1.4.1 General

1.4.2 Access to Work

1.5 FABRICATION SHOP STORAGE

1.6 DELIVERY OF FABRICATIONS

1.7 NON-DISCLOSURE OF GOVERNMENT INFORMATION

1.8 MEDIA FREE OF VIRUSES, ETC

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 00 00 Page 1

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 SCOPE

This section of the Specifications provides general information and requirements. The work covered by these Specifications consists of furnishing all equipment, labor, and materials required for the fabrication, painting, delivery and off-loading of twelve (12) spillway bulkheads and eight (8) support assemblies for the Cheatham Lock and Dam project, as required in the contract drawings and technical specifications.

1.2 SUBMITTALS

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

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

SD-01 Pre-Fabrication Submittals

Delivery / Shipping Plan; G COR

A plan describing in detail the proposed delivery methods of the fabrications shall be submitted for approval. The plan shall be submitted at least 60 calendar days prior to the proposed delivery of any item.

Fabrication Schedule; G COR

A schedule outlining the fabrication and delivery dates shall be submitted for approval. The schedule shall be submitted within 30 days of issuance of Notice to Proceed (NTP) and monthly thereafter.

1.3 FABRICATION SCHEDULE

A fabrication and delivery schedule shall be submitted within 30 days of issuance Notice to Proceed (NTP) and monthly thereafter. Schedule shall reflect major milestones for the contract, i.e. material procurement, plate cutting, fabrication, machining, painting, delivery, etc. Completed work shall be clearly identified on the schedule updates.

1.4 INSPECTIONS AND ACCEPTANCE OF WORK

1.4.1 General

Not withstanding other provisions of this contract, all materials and work to be performed under this contract shall be inspected and accepted by the Contracting Officer or his authorized representative(s). The Contracting Officer or his authorized representative shall be the individual(s) solely authorized to reject materials, disapprove or approve any work in progress, SECTION 01 00 00 Page 2 or order or direct any revision or change to the plans and specifications as presently shown and stated.

1.4.2 Access to Work

The Contractor shall provide safe access to the fabrication facility and any other areas where work on this contract is performed to permit inspection by the Government.

1.5 FABRICATION SHOP STORAGE

Mill steel, fabricated items, and appurtenances shall be stored in a manner to prevent permanent deflection, distortion, or other damage. Rubber seals and UHMW blocks shall be stored in as cool a place as practicable, preferably at 70 degrees F or less; and in no case shall the rubber or UHMW be stored in the open or exposed to the direct rays of the sun.

1.6 DELIVERY OF FABRICATIONS

All fabrications shall be delivered to the Cheatham Lock and Dam (Powerhouse Side), 2250 Cheatham Dam Road, Charlotte, TN 37036. The Government will inspect and accept (or reject)all deliveries. The Contractor is responsible for off-loading of the spillway bulkheads. 10 of the 12 spillway bulkheads will be stacked on top of the existing spillway bulkheads. The remaining 2 bulkheads shall be off-loaded for ground storage. These 2 bulkheads shall not be stacked and shall have independent cribbing. The Contractor shall provide all appropriate cribbing to ensure the 2 bulkheads identified for ground storage are placed a minimum of 12" off the ground. Cribbing shall consist of 12"x12" oak timbers spaced adequately to prevent distortion of the fabricated structures. No cribbing is necessary for the 10 bulkheads that will be stacked on the existing pedestals. The spillway bulkheads will be off-loaded in a storage area just upstream of the Powerhouse. Access for delivery and off-loading will be by barge only. If a Contractor elects to deliver from the fabrication shop by truck, then transfer to barges will be required in order to off-load at the bulkhead storage area. The contractor is responsible for all delivery and off-loading logistics required for the safe delivery of the spillway bulkheads. It is the contractors responsibility to size the off-loading equipment required for delivery of the 12 spillway bulkheads.

The structures shall be arranged on the delivery vehicles such that no damage occurs during shipping. All sling lifting lugs shall be directed up.

The contractor is required to submit a delivery plan for approval by the Contracting Officer. The plan shall describe in detail the proposed methods of delivery of the fabricated items. The plan shall address equipment, machinery and site limitations identified in the specifications and discussed at a pre-delivery meeting between the Contractor and the Contracting Officer. The plan shall be submitted at least 60 calendar days prior to proposed delivery of any item. The plan shall include, but not be limited to the following:

a. Type and size of truck and/or trailer to be used for delivery.

b. Location and description of intermediate assembly or handling areas (if any) between the fabrication location and the delivery location.

c. Cranes and other lifting and positioning equipment that will be required.

SECTION 01 00 00 Page 3

d. Packaging of components.

e. Blocking.

1.7 NON-DISCLOSURE OF GOVERNMENT INFORMATION

Neither the Contractor, nor Contractor personnel, shall divulge or release data or information developed or obtained under performance of this work statement, except to authorized Government personnel or upon written approval of the Contracting Officer. The Contractor shall not use, disclose, or reproduce proprietary data which bears a restrictive legend, other than as specified in this work statement.

Neither the Contractor nor the Contractor's employees shall disclose or cause to be disseminated, any information concerning the operations of the activity which could result in, or increase the likelihood of, the possibility of a breach of the activities, security or interrupt the continuity of its operation.

All inquiries received by the Contractor for information concerning work performed under this contract shall be referred to the Government for evaluation under the Freedom of Information Act of 1975, Public Law 93-502, 5 U.S.C., Section 552. The determination of whether records will be released will remain with the Government. The Contractor shall assist the COR in compiling information or records for submission upon request by the Government.

The Contractor shall not release any information (including photographs, files, public announcements, statements, denials, or confirmations) on any portion of the subject matter of this contract or any phase of any program hereunder without the prior written approval of the COR. All documentation showing individuals, names or other personal information will be controlled and protected. The provisions of the Privacy Act of 1974, Public Law 93-579, 5 U.S.C., Section 552a, shall apply.

1.8 MEDIA FREE OF VIRUSES, ETC

The contractor shall ensure all media, electronic files, etc., it provides to the government shall be free of viruses, Trojan horses, bots, worms, malware, defects, or any other harmful item of a destructive nature.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 01 00 00 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 PAYMENT ITEMS

1.1.1 Spillway Bulkheads

1.1.2 Spillway Bulkhead Support Steel

1.1.3 Off-Loading of all Fabricated Components

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00 Page 1

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 PAYMENT ITEMS

Payment items for the work of this contract are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular payment item, shall be included in the listed item most closely associated with the work involved. The price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.1.1 Spillway Bulkheads

Payment for all costs in connection with fabricating and delivering the Cheatham spillway bulkheads and related appurtenances will be made at the contract unit price bid per each for the following payment items:

"Spillway Bulkhead #1 thru #8" "Spillway Bulkhead #9" "Spillway Bulkhead #10" "Spillway Bulkhead #11" "Spillway Bulkhead #12"

The price bid for these items will include consideration for all materials, equipment, and labor; and all other related appurtenances; as required in the contract drawings and technical specifications. These prices include consideration for all required paint as specified in Section 09 97 02

PAINTING: HYDRAULIC STRUCTURES.

1.1.2 Spillway Bulkhead Support Steel

Payment for all costs in connection with fabricating and delivering the Cheatham spillway bulkhead support steel and related appurtenances will be made at the contract price bid per Job for "Spillway Bulkhead Support Steel." This price will include consideration for all materials, equipment, and labor; and all other related appurtenances; as required in the contract drawings and technical specifications. The price includes consideration for all required paint as specified in Section 09 97 02

PAINTING: HYDRAULIC STRUCTURES.

1.1.3 Off-Loading of all Fabricated Components

Payment for all costs in connection with off-loading of all fabricated components will be made at the contract price bid per Job for "Off-Loading of all Fabricated Components." This price will include consideration for all materials, equipment, and labor required for the proper off-loading to the delivery location required in the contract.

SECTION 01 22 00 Page 2

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SCOPE

1.2 SUMMARY

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 Information Only

1.6 PREPARATION

1.6.1 Transmittal Form

1.6.2 Electronic File Format

1.7 QUANTITY OF SUBMITTALS

1.7.1 Number of Copies of SD-02 Shop Drawings

1.7.2 Number of Copies of SD-03 Product Data and SD-08

Manufacturer's Instructions

1.7.3 Number of Copies SD-05 Design Data and SD-07 Certificates

1.7.4 Number of Copies SD-06 Test Reports and SD-09 Manufacturer's

Field Reports

1.7.5 Number of Copies of SD-10 Operation and Maintenance Data

1.7.6 Number of Copies of SD-01 Pre-Fabrication Submittals and SD-11

Closeout Submittals

1.8 INFORMATION ONLY SUBMITTALS

1.9 VARIATIONS

1.9.1 Considering Variations

1.9.2 Proposing Variations

1.9.3 Warranting That Variations Are Compatible

1.9.4 Review Schedule Is Modified

1.10 SUBMITTAL REGISTER

1.10.1 Use of Submittal Register

1.10.2 Contractor Use of Submittal Register

1.10.3 Approving Authority Use of Submittal Register

1.10.4 Copies Delivered to the Government

1.11 SCHEDULING

1.12 GOVERNMENT APPROVING AUTHORITY

1.12.1 Review Notations

1.13 DISAPPROVED OR REJECTED SUBMITTALS

1.14 APPROVED/ACCEPTED SUBMITTALS

1.15 APPROVED SAMPLES

1.16 WITHHOLDING OF PAYMENT

1.17 STAMPS

PART 2 PRODUCTS

SECTION 01 33 00 Page 1

PART 3 EXECUTION

ATTACHMENTS:

ENG Form 4025

SUBMITTAL REGISTER

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SCOPE

The scope of this Section covers the submittal procedures required by this contract. All required submittals shall be provided in both hard copy and electronic format (PDF). Electronic submittals shall be sent to the Contracting Officer or designated representative via E-Mail to the extent possible.

1.2 SUMMARY

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

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

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

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

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

Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

1.3 DEFINITIONS

1.3.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

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

SD-01 Pre-Fabrication Submittals

Submittals which are required prior to or the start of the next major phase of the fabrication on a multi-phase contract, includes schedules, tabular list of data, or tabular list including location, features, or other pertinent information regarding products, materials, equipment, SECTION 01 33 00 Page 3 or components to be used in the work.

Certificates of insurance

Surety bonds

List of proposed Subcontractors

List of proposed products

Progress schedule

Submittal register

Schedule of prices

Work plan

Quality Control(QC) plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, 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-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.

SECTION 01 33 00 Page 4

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 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.

Text of posted operating instructions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and must state the test results; and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

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

1.3.2 Approving Authority

Office or designated person authorized to approve submittal.

1.3.3 Work

As used in this section, off-site fabrication required by contract documents, including labor necessary to produce submittals, except those SD-01 Pre-Fabrication Submittals noted above, fabrication, materials, products, equipment, and systems incorporated or to be incorporated in such fabrication.

1.4 SUBMITTALS

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

SECTION 01 33 00 Page 5 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 Pre-Fabrication Submittals

Submittal Register; G

1.5 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.5.1 Government Approved G

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

Within the terms of the contract, they are considered to be "shop drawings."

1.5.2 Information Only

Submittals not requiring Government approval will be for information only.

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

1.6 PREPARATION

1.6.1 Transmittal Form

Use the attached sample transmittal form (ENG Form 4025) for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form. These forms will be furnished to the Contractor. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.6.2 Electronic File Format

Provide submittals other than material samples in both hard copy (paper) and electronic formats. The electronic submittal file must be compiled as a single, complete document, to include the Transmittal Form described in paragraph 1.6.1 Transmittal Form. The electronic submittal file must be named specifically according to its contents (e.g. 01 45 01-1.2_Quality Control Plan.pdf).

Electronic files must be of sufficient quality that all information is legible. Electronic format shall be in Adobe.PDF format, unless otherwise specified or directed by the Contracting Officer's Representative (COR).

Whenever possible, PDF files shall be generated from original documents so that the text included in the PDF file is both searchable and can be copied. If documents are scanned, Optical Character Resolution (OCR) routines are required. Files exceeding 30 pages shall be indexed and bookmarked to allow efficient navigation of the file. When required, the electronic file must include a valid electronic signature, or scan of a signature.

SECTION 01 33 00 Page 6

Email electronic submittal documents fewer than 10MB to an email address as directed by the COR. Electronic documents over 10MB shall be provided on a CD/DVD, or through an electronic file sharing system such as the AMRDEC SAFE Web Application located at the following website:

https://safe.amrdec.army.mil/safe/

Provide hard copies of submittals as specified in this or other specification sections.

1.7 QUANTITY OF SUBMITTALS

1.7.1 Number of Copies of SD-02 Shop Drawings

Submit one electronic (PDF format) and two hard copies of submittals of shop drawings requiring review and approval only by QC organization and one electronic (PDF format) and two hard copies of shop drawings requiring review and approval by Contracting Officer.

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

Submit in compliance with quantity requirements specified for shop drawings.

1.7.3 Number of Copies SD-05 Design Data and SD-07 Certificates

Submit in compliance with quantity requirements specified for shop drawings.

1.7.4 Number of Copies SD-06 Test Reports and SD-09 Manufacturer's Field Reports

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

1.7.5 Number of Copies of SD-10 Operation and Maintenance Data

Submit one electronic (PDF format) and two hard copies of O&M Data to the Contracting Officer for review and approval.

1.7.6 Number of Copies of SD-01 Pre-Fabrication Submittals and SD-11 Closeout Submittals

Unless otherwise specified, submit one electronic (PDF format) and two hard sets of administrative submittals.

1.8 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval of the Contracting Officer is not required on information only submittals.

The Government reserves the right to 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 plans 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 7

1.9 VARIATIONS

Variations from contract requirements require both Designer of Record (DOR) and Government approval pursuant to contract Clause FAR 52.236-21 and will be considered where advantageous to Government.

1.9.1 Considering Variations

Discussion with Contracting Officer prior to submission, after consulting with the DOR, will help ensure functional and quality requirements are met and minimize rejections and re-submittals.

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

1.9.2 Proposing Variations

When proposing variation, deliver 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, including 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.

Check the column "variation" of ENG Form 4025 for submittals which include proposed deviations requested by the Contractor. 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.

1.9.3 Warranting That Variations Are Compatible

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

1.9.4 Review Schedule Is Modified

In addition to normal submittal review period, a period of 5 working days will be allowed for consideration by the Government of submittals with variations.

1.10 SUBMITTAL REGISTER

Prepare and maintain SUBMITTAL REGISTER, as the work progresses. Do not change data which is output in columns (c), (d), (e), and (f) as delivered by Government; retain data which is output in columns (a), (g), (h), and

(i) as approved. A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required. The Government will provide the initial submittal register with the following fields completed, to the extent that will be required by the Government during subsequent usage.

SECTION 01 33 00 Page 8

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

Column (d): Lists each submittal description (SD No. and type, e.g. SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in 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 project requirements.

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

1.10.1 Use of Submittal Register

Submit submittal register. Verify that all submittals required for project are listed and add missing submittals. Coordinate and complete the following fields on the register:

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

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

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

1.10.2 Contractor Use of Submittal Register

Update the following fields in the Government-furnished submittal register or equivalent fields in program utilized by Contractor with each submittal throughout contract.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

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

Column (l) List date of submittal transmission.

Column (q) List date approval received.

1.10.3 Approving Authority Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (l) List date of submittal receipt.

Column (m) through (p) List Date related to review actions.

Column (q) List date returned to Contractor.

SECTION 01 33 00 Page 9

1.10.4 Copies Delivered to the Government

Deliver one copy of submittal register updated by Contractor to Government.

1.11 SCHEDULING

Schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Include certifications to be submitted with the pertinent drawings at the same time. No delay damages or time extensions will be allowed for time lost in late submittals.

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 resubmittal of requirements.

b. Submittals called for by the contract documents will be listed on the register. If a submittal is called for 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 which have been omitted from the register or marked "N/A."

c. Re-submit register and annotate monthly by the Contractor with actual submission and approval dates. When all items on the register have been fully approved, no further re-submittal is required.

d. Carefully control procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal Register."

e. Except as specified otherwise, allow review period, beginning with receipt by approving authority, that includes at least 30 working days for Contracting Officer approval. Period of review for submittals with Contracting Officer approval begins when Government receives submittal from Contractor.

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

1.12 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, the Government will:

a. Note date on which submittal was received.

b. Review submittals for approval within 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 entitled, "Review Notations," of this section and with markings appropriate for action indicated.

Upon completion of review of submittals requiring Government approval, stamp and date approved submittals. One copy of the approved submittal will be retained by the Contracting Officer and one copy of the submittal

SECTION 01 33 00 Page 10 will be returned to the Contractor. If the Government performs a conformance review of other Designer of Record approved submittals, the submittals will be so identified and returned, as described above.

1.12.1 Review Notations

Contracting Officer review will be completed within 30 calendar days after date of submission. Submittals will be returned to the Contractor with the following notations:

a. Submittals marked "approved" or "accepted" authorize the Contractor to proceed with the work covered.

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

c. Submittals marked "not approved" or "disapproved," or "revise and resubmit," indicate noncompliance with the contract requirements or design concept, or that submittal is incomplete. Resubmit with appropriate changes. No work shall proceed for this item until resubmittal is approved.

d. Submittals marked "not reviewed" will indicate 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.

1.13 DISAPPROVED OR REJECTED SUBMITTALS

Contractor shall 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; notice as required under the clause entitled, "Changes," is to be given to the Contracting Officer. Contractor is responsible for the dimensions and design of connection details and execution of work. Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.

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

1.14 APPROVED/ACCEPTED SUBMITTALS

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

Approval or acceptance will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for dimensions, the design of adequate connections and details, and the satisfactory fabrication of all work.

SECTION 01 33 00 Page 11

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.

1.15 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, the Contractor to assure 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 which may be damaged in testing, will be returned to the Contractor, at his expense, upon completion of the contract. Samples not approved will also be returned to 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 of that material. Government reserves the right to disapprove any material or equipment which previously has 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.

Contractor to replace such materials or equipment to meet contract requirements.

Approval of the Contractor's samples by the Contracting Officer does not relieve the Contractor of his responsibilities under the contract.

1.16 WITHHOLDING OF PAYMENT

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

1.17 STAMPS

Stamps used by the Contractor on the submittal data to certify that the submittal meets contract requirements is to be similar to the following:

SECTION 01 33 00 Page 12

| CONTRACTOR |

| (Firm Name) | | _____ Approved | | _____ Approved with corrections as noted on submittal data and/or | | attached sheets(s) |

| SIGNATURE: __________________________________________________________ |

| TITLE: ______________________________________________________________ |

| DATE: _______________________________________________________________ |

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 33 00 Page 13

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

PART 1 GENERAL

1.1 REFERENCES

1.2 ORDERING INFORMATION

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 42 00 Page 1

SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

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 B564 Standard Specification for 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.

1.2 ORDERING INFORMATION

The addresses of the standards publishing organizations whose documents are referenced in other sections of these specifications are listed below, and if the source of the publications is different from the address of the sponsoring organization, that information is also provided. Documents listed in the specifications with numbers which were not assigned by the standards producing organization should be ordered from the source by title rather than by number.

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

444 North Capital Street, NW, Suite 249 Washington, DC 20001 Ph: 202-624-5800 Fax: 202-624-5806 E-Mail: info@aashto.org Internet: http://www.aashto.org

AMERICAN SOCIETY FOR NONDESTRUCTIVE TESTING (ASNT)

P.O. Box 28518 1711 Arlingate Lane Columbus, OH 43228-0518 Ph: 800-222-2768; 614-274-6003 Fax: 614-274-6899 E-mail: tjones@asnt.org Internet: http://www.asnt.org

AMERICAN WELDING SOCIETY (AWS)

13301 NW 47 Ave Miami, FL 33054

Ph: 888-WELDING, 305-824-1177, 305-826-6192 Fax: 305-826-6195 E-mail: customer.service@awspubs.com Internet: http://www.aws.org

SECTION 01 42 00 Page 2

ASME INTERNATIONAL (ASME)

Two Park Avenue, M/S 10E New York, NY 10016-5990 Ph: 800-843-2763 Fax: 973-882-1717 E-mail: customercare@asme.org Internet: http://www.asme.org

ASTM INTERNATIONAL (ASTM)

100 Barr Harbor Drive, P.O. Box C700 West Conshohocken, PA 19428-2959 Ph: 877-909-2786 Internet: http://www.astm.org

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

40 24th Street, 6th Floor Pittsburgh, PA 15222 Ph: 412-281-2331 Fax: 412-281-9992 E-mail: info@sspc.org Internet: http://www.sspc.org

U.S. ARMY CORPS OF ENGINEERS (USACE)

CRD-C DOCUMENTS available on Internet:

http://www.wbdg.org/ccb/browse_cat.php?c=68 Order Other Documents from:

USACE Publications Depot Attn: CEHEC-IM-PD 2803 52nd Avenue Hyattsville, MD 20781-1102 Ph: 301-394-0081 Fax: 301-394-0084 E-mail: pubs-army@usace.army.mil Internet: http://www.publications.usace.army.mil/ or http://www.hnc.usace.army.mil/Missions/Engineering/TECHINFO.aspx

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

General Services Administration 1275 First St. NE Washington, DC 20417 Ph: 202-501-1231 Internet: http://www.gsaelibrary.gsa.gov/ElibMain/home.do Obtain documents from:

Acquisition Streamlining and Standardization Information System

(ASSIST)

Internet: https://assist.dla.mil/online/start/; account registration required

PART 2 PRODUCTS

Not used

PART 3 EXECUTION

Not used

SECTION 01 42 00 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 78 02

AS-BUILT DRAWINGS

PART 1 GENERAL

1.1 SUBMITTALS

1.2 PROJECT RECORD DOCUMENTS

1.2.1 As-Built Drawings

1.2.1.1 Government Furnished Materials

1.2.1.2 Working As-Built and Final As-Built Drawings

1.2.1.3 Drawing Preparation

1.2.1.4 Computer Aided Design and Drafting (CADD) Drawings

1.2.1.5 Payment

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

SECTION 01 78 02 Page 1

SECTION 01 78 02

AS-BUILT DRAWINGS

PART 1 GENERAL

1.1 SUBMITTALS

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

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

SD-11 Closeout Submittals

As-Built Shop Drawings

Drawings showing final as-built conditions of the fabricated components. The final CADD as-built shop drawings must consist of one set of electronic CADD drawing files in Microstation or AutoCad format. Additionally all final as-built shop drawings shall be provided in PDF format.

Red-line Contract Drawings

Red-line marked paper drawings incorporating deviations from the contract drawings shall be submitted to assist the Government with creating the as-built project drawings.

1.2 PROJECT RECORD DOCUMENTS

1.2.1 As-Built Drawings

This paragraph covers as-built drawings completed as a requirement of the contract. The terms as-built shop drawings refers to approved shop drawings which are revised to reflect as-fabricated conditions. Red-line paper drawings are contract draiwngs red-lined to reflect deviations from the original design.

1.2.1.1 Government Furnished Materials

One set of electronic CADD files in Microstation format revised to reflect all bid amendments will be provided by the Government at the preconstruction conference if requested by the Contractor.

1.2.1.2 Working As-Built and Final As-Built Drawings

Revise one set of paper drawings by red-line process to show the as-built conditions during the prosecution of the project. Keep this set of working as-built marked drawings current on a weekly basis and available on the jobsite at all times. Changes from the contract plans which are made in the work or additional information which might be uncovered in the course of fabrication must be accurately and neatly recorded as they occur by means of details and notes. The working as-built marked prints and final as-built drawings will be jointly reviewed for accuracy and completeness by

SECTION 01 78 02 Page 2 the Contracting Officer and the Contractor prior to submission of each monthly pay estimate. If the Contractor fails to maintain the working and final as-buit drawings as specified herein, the Contracting Officer will deduct from the monthly progress payment an amount representing the estimated cost of maintaining the as-built drawings.