Tygart_Dam_Bulkhead_Hoist_Repairs_Technical_Specifications_W911WN-16-B-8009.pdf

W911WN-16-B-8009

Bulkhead Hoist Repairs

Tygart Dam Taylor County West Virginia

Technical Specifications Certified Final Documents – RTA W911WN-16-B-8009

May 2016

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 22 00.00 10 MEASUREMENT AND PAYMENT

01 32 17 CONSTRUCTION PROGRESS SCHEDULE

01 32 33 DIGITAL PROGRESS IMAGES

01 33 00 SUBMITTAL PROCEDURES

01 35 00.00 08 SPECIAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 01 USACE QUALITY CONTROL

01 45 01.10 USACE QUALITY CONTROL SYSTEM (QCS)

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 73 19.00 08 GOVERNMENT-FURNISHED PROPERTY

01 78 02.00 15 CLOSEOUT SUBMITTALS (AS-BUILT DRAWINGS)

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 01 32 CONCRETE REHABILITATION FOR CIVIL WORKS

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

DIVISION 09 - FINISHES

09 97 02 PAINTING: HYDRAULIC STRUCTURES

DIVISION 26 - ELECTRICAL

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 23.19 08 BULKHEAD HOIST CONDUCTOR RAIL SYSTEM

41 22 23.51 08 INSTALLATION OF GOVERNMENT FURNISHED BULKHEAD MONORAIL

HOIST

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1 Certified Final Technical Specifications - RTA W911WN-16-B-8009

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 JOB PAYMENT ITEMS

1.1.1 Reimbursement For Actual Performance And Payment Bond Premiums

1.1.2 Mobilization And Demobilization

1.1.2.1 Payment

1.1.2.2 Unit of Measure

1.1.2.3 Payment Items

1.1.3 Demolition of Existing Conductor Rail System

1.1.3.1 Payment

1.1.3.2 Unit of Measure

1.1.3.3 Payment Item

1.1.4 Furnish and Install New Conductor Rail System

1.1.4.1 Payment

1.1.4.2 Unit of Measure

1.1.4.3 Payment Item

1.1.5 Furnish and Install New Bulkhead Hoist Beam

1.1.5.1 Payment

1.1.5.2 Unit of Measure

1.1.5.3 Payment Item

1.1.6 New Removable Roof Canopy for Bulkhead Hoist

1.1.6.1 Payment

1.1.6.2 Unit of Measure

1.1.6.3 Payment Items

1.1.7 Relocate Bulkhead Hoist

1.1.7.1 Payment

1.1.7.2 Unit of Measure

1.1.7.3 Payment Items

1.1.8 Replace Hoist Cable on Existing Bulkhead Hoist

1.1.8.1 Payment

1.1.8.2 Unit of Measure

1.1.8.3 Payment Items

1.1.9 Repair of Concrete Corbel

1.1.9.1 Payment

1.1.9.2 Unit of Measure

1.1.9.3 Payment Items

1.1.10 Modifications at Bulkhead Storage Platform

1.1.10.1 Payment

1.1.10.2 Unit of Measure

1.1.10.3 Payment Item

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 Digital Progress Images

1.2.1.1 Payment

1.2.1.2 Measurement

1.2.1.3 Unit of Measure

1.2.1.4 Payment Items

1.2.2 Repaint Anchorages

1.2.2.1 Payment

SECTION 01 22 00.00 10 Page 1

1.2.2.2 Measurement

1.2.2.3 Unit of Measure

1.2.2.4 Payment Items

1.2.3 Repair Of Existing Paint Coating

1.2.3.1 Payment

1.2.3.2 Measurement

1.2.3.3 Unit of Measure

1.2.3.4 Payment Items

1.2.4 Rehabilitation of Bulkheads

1.2.4.1 Payment

1.2.4.2 Measurement

1.2.4.3 Unit of Measure

1.2.4.4 Payment Items

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

SECTION 01 22 00.00 10 Page 2

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the PRICE SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job item, shall be included in the listed job item most closely associated with the work involved. The job 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 Reimbursement For Actual Performance And Payment Bond Premiums

Payment for reimbursement for actual performance and payment bond premiums will be made as specified in 00800 SPECIAL CONTRACT REQUIREMENTS, clause

PAYMENT FOR PERFORMANCE AND PAYMENT BONDS.

0001 REIMBURSEMENT FOR ACTUAL PERFORMANCE AND PAYMENT BOND PREMIUMS

1.1.2 Mobilization And Demobilization

1.1.2.1 Payment

Payment for mobilization and demobilization will be made in accordance with Section 00800 SPECIAL CONTRACT REQUIREMENTS, DFARS 252.236-7004 PAYMENT FOR

MOBILIZATION AND DEMOBILIZATION.

1.1.2.2 Unit of Measure

Unit of measure: Job

1.1.2.3 Payment Items

0002 MOBILIZATION AND DEMOBILIZATION

1.1.3 Demolition of Existing Conductor Rail System

1.1.3.1 Payment

Payment for this item shall constitute full compensation for removal and disposal of the existing conductor rail system as shown on the drawings and as specified in Section 41 22 23.19 BULKHEAD HOIST CONDUCTOR RAIL SYSTEM.

The Contractor shall reflect the salvage value of copper materials in this contract line item.

1.1.3.2 Unit of Measure

Unit of measure: Job

SECTION 01 22 00.00 10 Page 3

1.1.3.3 Payment Item

0004 DEMOLITION OF EXISTING CONDUCTOR RAIL SYSTEM

1.1.4 Furnish and Install New Conductor Rail System

1.1.4.1 Payment

Payment for this item shall constitute full compensation for furnishing, installing, and testing the new conductor rail system and collector system and associated electrical work as shown on the drawings and as specified in Section 41 22 23.19 BULKHEAD HOIST CONDUCTOR RAIL SYSTEM. This item shall also include payment for furnishing, maintaining, and removing the temporary power supply for the bulkhead hoist.

1.1.4.2 Unit of Measure

Unit of measure: Job

1.1.4.3 Payment Item

0005 FURNISH AND INSTALL NEW BULKHEAD HOIST CONDUCTOR RAIL SYSTEM AND

ASSOCIATED ELECTRICAL WORK

1.1.5 Furnish and Install New Bulkhead Hoist Beam

1.1.5.1 Payment

Payment for this item shall constitute full compensation for furnishing and installing the new section of bulkhead hoist beam as shown on the drawings and as specified.

1.1.5.2 Unit of Measure

Unit of measure: Job

1.1.5.3 Payment Item

0006 FURNISH AND INSTALL NEW BULKHEAD HOIST BEAM

1.1.6 New Removable Roof Canopy for Bulkhead Hoist

1.1.6.1 Payment

Payment shall constitute full compensation for all labor, equipment, material and supply costs to construct the new removable roof canopy at the upper bulkhead hoist storage location on the Service Bridge as shown on the drawings and as specified.

1.1.6.2 Unit of Measure

Unit of measure: Job

1.1.6.3 Payment Items

0007 NEW REMOVABLE ROOF CANOPY, BULKHEAD HOIST

1.1.7 Relocate Bulkhead Hoist

SECTION 01 22 00.00 10 Page 4

1.1.7.1 Payment

Payment shall constitute full compensation for all labor, equipment, material and supply costs to remove the existing bulkhead hoist from the storage location, deliver and install the new Government-furnished bulkhead hoist at the lower storage position, and install the existing bulkhead hoist at the upper storage location as specified.

1.1.7.2 Unit of Measure

Unit of measure: Job

1.1.7.3 Payment Items

0008 RELOCATE BULKHEAD HOIST

1.1.8 Replace Hoist Cable on Existing Bulkhead Hoist

1.1.8.1 Payment

Payment shall constitute full compensation for all labor, equipment, material and supply costs to remove the existing hoist cable from the existing bulkhead hoist and furnish and install new hoist cable as specified.

1.1.8.2 Unit of Measure

Unit of measure: Job

1.1.8.3 Payment Items

0009 REPLACE HOIST CABLE ON BULKHEAD HOIST

1.1.9 Repair of Concrete Corbel

1.1.9.1 Payment

Payment for repair of the existing concrete corbel will be made at the contract Job price. These payments shall constitute full compensation for performing the work and shall include the cost of all labor, equipment and tools, materials and supplies required to remove existing concrete and complete the mortar and concrete work under this contract. No measurement and payment will be made for polymer-modified mortar or concrete, as such, which is placed in structures for which payment is made as a Job.

1.1.9.2 Unit of Measure

Unit of measure: Job

1.1.9.3 Payment Items

0017 REPAIR OF CONCRETE CORBEL

1.1.10 Modifications at Bulkhead Storage Platform

1.1.10.1 Payment

Payment for this item shall constitute full compensation for furnishing and

SECTION 01 22 00.00 10 Page 5 installing the new movable handrails and pipe guards at the bulkhead storage platform as shown on the drawings and as specified.

1.1.10.2 Unit of Measure

Unit of measure: Job

1.1.10.3 Payment Item

0018 MODIFICATIONS AT BULKHEAD STORAGE PLATFORM

1.2 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract progress payments will be based are listed in the PRICE SCHEDULE and described below. The unit 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 each of the unit price items.

1.2.1 Digital Progress Images

1.2.1.1 Payment

Payment shall constitute full compensation for all costs in connection with completing this item of work as specified in Section 01 32 33 DIGITAL

PROGRESS IMAGES.

1.2.1.2 Measurement

Measurement shall be based on monthly sets of progress photographs that are approved and accepted by the Contracting Officer.

1.2.1.3 Unit of Measure

Unit of measure: Sets

1.2.1.4 Payment Items

0002 DIGITAL PROGRESS IMAGES

1.2.2 Repaint Anchorages

1.2.2.1 Payment

Payment for cleaning anchorages on the bulkhead hoist, storage platform, and bulkhead guides will be made at the respective contract unit prices per each. These payments shall constitute full compensation for performing the work and shall include the cost of all labor, equipment and tools, materials and supplies required for surface preparation, removal and disposal of debris, and painting the area(s) as approved by the Contracting Officer. Each anchorage shall consist of the anchor bolts and adjacent plate surfaces.

For the bulkhead guides, there are 230 anchorages with 4 bolts and 240 anchorages with 2 bolts. For the bulkhead storage platform below EL 1118, there are anchorages with 4 bolts and 8 anchorages with 2 bolts. The bulkhead hoist supports anchorages have 2, 4 or 6 bolts.

SECTION 01 22 00.00 10 Page 6

1.2.2.2 Measurement

Measurement of repainting anchorages will be made on the number of anchorages which are cleaned and repainted, as approved by the Contracting Officer.

1.2.2.3 Unit of Measure

Unit of measure: each

1.2.2.4 Payment Items

0010 CLEAN AND PAINT ANCHOR BOLTS AND PLATES ON EXISTING BULKHEAD

GUIDE ASSEMBLIES

0012 CLEAN AND PAINT ANCHORAGES OF BULKHEAD STORAGE PLATFORM AT AND

BELOW EL 1118

0013AA CLEAN AND PAINT ANCHORAGES OF BULKHEAD HOIST WALL SUPPORTS

ABOVE EL 1118, FIRST 100 EACH

0013AB CLEAN AND PAINT ANCHORAGES OF BULKHEAD HOIST WALL SUPPORTS

ABOVE EL 1118, ALL OVER 100 EACH

1.2.3 Repair Of Existing Paint Coating

1.2.3.1 Payment

Payment for repair of existing paint coating on the bulkhead hoist system will be made at the respective contract unit prices per square foot. These payments shall constitute full compensation for performing the work and shall include the cost of all labor, equipment and tools, materials and supplies required for surface preparation, removal and disposal of debris, and painting the area(s) as approved by the Contracting Officer.

1.2.3.2 Measurement

Measurement of repair of coating on bulkhead hoist system structure and bulkhead guide structure will be made on the basis of the actual area of existing coating repaired, as approved by the Contracting Officer.

1.2.3.3 Unit of Measure

Unit of measure: square feet.

1.2.3.4 Payment Items

0011 CLEAN AND PAINT BOTTOM FLANGE OF EXISTING BULKHEAD MONORAIL BEAM

0014AA TOUCHUP CLEAN AND PAINT SURFACE OF BULKHEAD HOIST BRACKET

MEMBERS, FIRST 550 SF

0014AB TOUCHUP CLEAN AND PAINT SURFACE OF BULKHEAD HOIST BRACKET

MEMBERS, ALL OVER 550 SF

0015AA TOUCHUP CLEAN AND PAINT SURFACE OF BULKHEAD GUIDES, FIRST 300 SF

0015AB TOUCHUP CLEAN AND PAINT SURFACE OF BULKHEAD GUIDES, ALL OVER

300 SF

1.2.4 Rehabilitation of Bulkheads

1.2.4.1 Payment

Payment for rehabilitation of existing bulkheads will be made at the respective contract unit prices per each. These payments shall constitute

SECTION 01 22 00.00 10 Page 7 full compensation for performing the work as specified, and shall include the cost of all labor, equipment and tools, materials and supplies required to for installing weepholes, replacing timber seals, installing new steel chairs, and cleaning and painting the bulkheads.

1.2.4.2 Measurement

Measurement will be made on the basis of the number of bulkheads repaired as specified and as shown on the drawings.

1.2.4.3 Unit of Measure

Unit of measure: each.

1.2.4.4 Payment Items

0016 HABILITATION OF BULKHEADS

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

SECTION 01 22 00.00 10 Page 8

DIVISION 01 - GENERAL REQUIREMENTS

01 32 17

CONSTRUCTION PROGRESS SCHEDULE

PART 1 GENERAL

1.1 SUBMITTALS

1.2 QUALIFICATIONS

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 MONITORING CONSTRUCTION PROGRESS

3.3 PROGRESS SCHEDULE - BAR CHART

-- End of Section Table of Contents --

SECTION 01 32 17 Page 1

01 32 17

CONSTRUCTION PROGRESS SCHEDULE

PART 1 GENERAL

1.1 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Bar Chart Schedule; G, RO

1.2 QUALIFICATIONS

The Contractor shall designate an authorized representative who shall be responsible for the preparation of all required project schedule reports.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Pursuant to Section 00700 CONTRACT CLAUSES, FAR 52.236-15 SCHEDULE FOR CONSTRUCTION CONTRACTS, a Project Schedule as described below shall be prepared. The scheduling of construction shall be the responsibility of the Contractor. Contractor management personnel shall actively participate in its development. Subcontractors and suppliers working on the project shall also contribute in developing and maintaining an accurate Project Schedule. A bar chart shall be prepared in accordance with paragraph PROGRESS SCHEDULE - BAR CHART. The schedule shall be submitted within 20 days after receipt of Notice to Proceed.

3.2 MONITORING CONSTRUCTION PROGRESS

The schedule shall be the basis for measuring Contractor progress. Lack of an approved schedule or scheduling personnel will result in an inability of the Contracting Officer to evaluate Contractor's progress. Failure of the Contractor to provide all information, as specified below, shall result in the disapproval of the entire Project Schedule submission and the inability of the Contracting Officer to evaluate Contractor progress for payment purposes. In the case where Project Schedule revisions have been directed by the Contracting Officer and those revisions have not been included in the Project Schedule, the Contracting Officer may hold retainage up to the maximum allowed by contract, each payment period, until revisions to the Project Schedule have been made.

3.3 PROGRESS SCHEDULE - BAR CHART

The progress chart to be prepared by the Contractor pursuant to Section

SECTION 01 32 17 Page 2

00700 CONTRACT CLAUSE, 52.236-15 SCHEDULES FOR CONSTRUCTION CONTRACTS shall consist of a bar chart as described herein. In preparing this schedule, the scheduling of construction is the responsibility of the Contractor and contractor management personnel shall actively participate in its development. The chart may be prepared in a format proposed by the Contractor and approved by the Contracting Officer. Each activity shall include the applicable Price Schedule item number and show the estimated cost. The chart shall be prepared in sufficient detail to clearly show the Contractor's planned progress and the relationship of the various items of work. Larger activities shall be broken down into smaller activities with clearly defined limits (i.e. Excavation between STA xx and STA yy). In general, the estimated cost of any individual activity should not exceed $50,000. The selection and number of activities shall be subject to the Contracting Officer's approval. The chart shall be updated monthly to show actual progress and percentage of work completed for each activity. The Contractor shall submit, as part of his monthly request for payment, updated copies of his progress schedule identifying the work completed during the reporting period. If the Government issues changes to the existing work or adds additional work items to the contract, the Contractor shall revise his progress schedule accordingly. All costs associated with revising the schedule shall be included as part of the modification of the contract. If the Contractor's progress falls behind his planned work effort, a revised schedule shall be furnished to show how the Contractor proposes to complete the remaining work within the contract time. If the Contractor fails to submit updates as required, the Contracting Officer may withhold approval of partial payment estimates, until such submittals are made.

-- End of Section --

SECTION 01 32 17 Page 3

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 33

DIGITAL PROGRESS IMAGES

PART 1 GENERAL

1.1 SCOPE

1.2 SUBMITTALS

1.3 GENERAL REQUIREMENTS

1.3.1 Description

1.3.2 Digital Photographs

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 EQUIPMENT

3.2 PHOTOGRAPHY

-- End of Section Table of Contents --

SECTION 01 32 33 Page 1

SECTION 01 32 33

DIGITAL PROGRESS IMAGES

PART 1 GENERAL

1.1 SCOPE

The work under this section includes furnishing digital photographs showing the progress of the construction operations throughout the contract period.

1.2 SUBMITTALS

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

submittals not having an "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-11 Closeout Submittals

Thumbnail Hard Copy Prints of Progress Images; G, RO Glossy Prints of Selected Official Progress Images; G, RO Electronic Copy of Selected Official Progress Images; G, RO Electronic Copy of All Other Progress Images; G, RO

Copies of digital progress images in electronic form and hard copy form shall be submitted monthly for approval in accordance with paragraph PHOTOGRAPHY. Progress images shall be submitted in a timely manner as coordinated with the Contracting Officer.

1.3 GENERAL REQUIREMENTS

1.3.1 Description

The Contractor shall, during the progress of the project (including progress of fabrication), furnish the Contracting Officer progress photographs to depict progress of construction throughout the life of the contract. The photographs shall be taken using digital photography equipment furnished by the Contractor. Electronic copies of approved photographs shall be furnished on CD-ROM or other storage media as approved by the Contracting Officer.

1.3.2 Digital Photographs

Digital photographs shall comply with the requirements of paragraph PHOTOGRAPHY. The Contractor shall furnish, using Microsoft Word 2003 or later version, a file with each set of photographs which lists the following identifying information for each photographic image:

Name and location of project Contract number Date taken Contractor (and subcontractor, if applicable) Orientation of view and brief description of work depicted

SECTION 01 32 33 Page 2

Each photograph shall be sequentially numbered. The identifying data shall be placed in the document accompanying the photographs. No identifying data, except the date stamp, shall appear on the photographs.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 EQUIPMENT

The Contractor shall be responsible for furnishing all photographic equipment to perform the work specified by this section. The camera shall have a CCD resolution no less than 7.0 million pixels per image (3072 by 2304) which will provide enough detail to print an 8" by 10" high-resolution photograph. The camera shall produce files that allows the user to download the images onto an IBM-compatible personal computer running Windows 7, and allow the images to be saved in one of the following graphic formats: JPG (Joint Photographic Experts Group), TIFF (Tagged Image File Format) or BMP (Windows Bitmap).

3.2 PHOTOGRAPHY

The Contractor shall, during the progress of the work, furnish the Contracting Officer digitally produced progress photographs to depict the progress of the work both on-site and off-site at fabrication facilities.

All progress images shall be taken at the camera's highest resolution. In coordination with the Contracting Officer, one set of progress photographs per month shall be taken over the full duration of this contract, except photographs will not be required for periods when no work is in progress.

Thumbnail Hard Copy Prints of Progress Images shall be submitted to the Contracting Officer for approval between the first and fifth day of each month. The Contracting Officer will select from the thumbnail views, unless directed otherwise, at least ten views to become official progress images. The selected official progress images shall be printed in color in 8" by 10" format, shall be identified on the back in accordance with paragraph Digital Photographs, and shall be submitted for approval. Glossy Prints of Selected Official Progress Images and Electronic Copy of Selected Official Progress Images shall be furnished within ten days of approval of the thumbnail images. Electronic copies shall be furnished on CD-ROM with file of required photographic information. Electronic Copy of All Other Progress Images (including those not selected) shall be furnished on separate CD-ROM with file of required photographic information with the selected official progress images. Digital photographs shall be taken continuously throughout each month in which work is in progress. Unless otherwise directed by the Contracting Officer, photographs will not be required for periods of time in which work is not being performed.

Additional sets of photographs shall be taken as directed by the Contracting Officer. Enough digital photographs shall be taken to adequately depict each phase of the work and shall show progress made during those phases and at the completion of the project. Digital photographs shall show work accomplished since the previous photographs.

Progress photographs shall be submitted as specified herein and in paragraph SUBMITTALS.

-- End of Section --

SECTION 01 32 33 Page 3

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

1.2.2 Approving Authority

1.2.3 Work

1.3 MEASUREMENT AND PAYMENT

1.4 SUBMITTALS

1.5 SUBMITTAL CLASSIFICATION

1.5.1 Government Approved (G)

1.5.2 Information Only

1.6 PREPARATION OF CONSTRUCTION SUBMITTALS

1.6.1 Transmittal Form

1.6.2 Procedures

1.6.3 Electronic File Format

1.7 QUANTITY OF SUBMITTALS

1.7.1 Number of Copies of 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 SUBMITTALS

1.14 APPROVED SUBMITTALS

1.15 APPROVED SAMPLES

1.16 WITHHOLDING OF PAYMENT

1.17 STAMPS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 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. Except as specified herein, the Contractor shall allow for 30 calendar days from date of receipt by the Contracting Officer for Government review of initial submission of submittals. If submittal is incomplete and requires resubmittal, each iteration requires 30 days from date of resubmission for comment and response from Government.

Contractor's Quality Control (CQC) System Manager shall 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.

All submittals shall be in English.

Section 00700 CONTRACT CLAUSES, FAR 52.236-5, Material and Workmanship, paragraph (b) and FAR 52.236-21, Specifications and Drawings for Construction, paragraphs (d), (e), and (f) apply to all submittals.

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

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

SD-01 Preconstruction Submittals

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

SECTION 01 33 00 Page 2 includes schedules, tabular list of data, or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates of insurance

Surety bonds

List of proposed Subcontractors

List of proposed products

Construction Progress Schedule

Network Analysis Schedule (NAS)

Submittal register

Schedule of prices

Accident Prevention Plan

Work plan

Quality Control(QC) plan

Environmental protection plan

SD-02 Shop Drawings

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

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

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

Unless otherwise specified, shop drawings shall be 22" x 34". Approved shop drawings shall also be submitted electronically on CD-ROM or DVD.

SD-03 Product Data

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

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

SD-04 Samples

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

SECTION 01 33 00 Page 3

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

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

SD-05 Design Data

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

SD-06 Test Reports

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

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

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

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

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

Confined space entry permits.

Text of posted operating instructions.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (MSDS)concerning impedances, SECTION 01 33 00 Page 4 hazards and safety precautions.

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

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

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

1.2.2 Approving Authority

Office or designated person authorized to approve submittal.

1.2.3 Work

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

1.3 MEASUREMENT AND PAYMENT

No separate payment will be made for the work covered under this section, and the cost of such work shall be included in the item to which the work pertains.

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, RO

1.5 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.5.1 Government Approved (G)

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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 Section 00700 CONTRACT CLAUSES FAR 52.236-21 Specifications and Drawings for Construction, 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 OF CONSTRUCTION SUBMITTALS

1.6.1 Transmittal Form

Use the 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 are included in the QCS software that the Contractor is required to use for this contract.

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 Procedures

Five hard copies and one electronic Portable Document Format (PDF) of all submittals shall be submitted to:

Resident Engineer Upper Ohio Area Office 3510 Grand Avenue Pittsburgh, PA 15225

1.6.3 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 Transmittal Form. The electronic submittal file must be named specifically according to its contents (e.g. 01 45 01-3.2 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. 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.

Email electronic submittal documents fewer than 10MB to an email address as directed by the Contracting Officer. Electronic documents over 10MB shall be provided on a CD/DVD, or through an electronic file sharing system such

SECTION 01 33 00 Page 6 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. Up to four additional hard copies of any submittal may be requested from the Contractor at the discretion of the Contracting Officer, at no additional cost to the Government.

1.7 QUANTITY OF SUBMITTALS

1.7.1 Number of Copies of Submittals

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

1.8 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 for Government approval. 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.

1.9 VARIATIONS

Variations from contract requirements require Government approval pursuant to Section 00700 CONTRACT CLAUSES, FAR 52.236-21 Specifications and Drawings for Construction and will be considered where advantageous to Government.

1.9.1 Considering Variations

Discussion with Contracting Officer prior to submission will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which 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 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. 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.

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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, 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 10 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 attached to these specifications. This list may not be all inclusive and additional submittals may be required. Maintain a submittal register for the project in accordance with Section 01 45 01.10 QUALITY CONTROL SYSTEM (QCS). The Government will provide the initial submittal register in electronic format with the following fields completed, to the extent that will be required by the Government during subsequent usage.

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. Submit with QC plan and project schedule.

Verify that all submittals required for 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 approving

SECTION 01 33 00 Page 8 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 program 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.

1.10.4 Copies Delivered to the Government

Deliver one copy of submittal register updated by Contractor to Government with each invoice request.

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

SECTION 01 33 00 Page 9 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."

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 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. Four copies of the approved submittal will be retained by the Contracting Officer and one copy of the submittal will be returned to the Contractor.

1.12.1 Review Notations

Contracting Officer review will be completed within 30 calendar days after date of submission, except as specified in paragraph SUMMARY. Submittals will be returned to the Contractor with the following notations:

Code Description Status

A Approved as submitted. Completed B Approved, except as noted on drawings. Resubmission not required.

Completed C Approved, except as noted on drawings. Refer to attached comments.

Resubmission required. Resubmit D Will be returned by separate correspondence. Completed E Disapproved. Refer to attachments. Resubmit F Receipt Acknowledged Completed X Receipt acknowledged, does not comply with contract requirements, as noted. Resubmit G Other action required (Specify) Resubmit R Design submittal is acceptable for release for construction. (for D-B

Contracts) Completed K Government concurs with the Interim Design. (for D-B Contracts) Completed

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

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. (B Code)

SECTION 01 33 00 Page 10

c. Submittals marked "Approved, resubmission required" will be returned with comments noting that certain aspects are not approved.

Work may proceed on portions of the work not impacted by the Government's comments. The comments must be addressed by the Contractor and resubmittal is required before work can start for the work associated with the entire submittal. (C Code)

d. 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. (E Code)

e. Submittals marked "receipt acknowledged" indicate that the Government has received the submittal and work shall proceed for this item providing it meets contract requirements. This is used for "For Information Only" submittals. (F Code)

f. Submittals marked "receipt acknowledged, does not comply" indicate that the Government has reviewed the submittal and it does not comply with the contract requirements. Work associated with this submittal will not be accepted until the necessary corrections are made. This response is used for "For Information Only" submittals. The Contractor shall resubmit all non-complying "For Information Only" submittals for Government approval. (X code)

g. All other coded are as noted in the table above and will be returned with additional details from the Government.

1.13 DISAPPROVED SUBMITTALS

Contractor shall make corrections required by the Contracting Officer. The changes shall be made by the Contractor and submitted in accordance with paragraphs SUMMARY and PREPARATION. Any delay caused by iterations of submittals is the Contractor's to bear; unless such process can be shown to have made constructive changes to the contract - in which case the Contractor must notify the Government of such position in writing. 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 Section 00700 CONTRACT CLAUSES, FAR 52.243-4 Changes, is to be given to the Contracting Officer. Contractor is responsible for the dimensions and design of connection details and construction 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 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 construction, materials, detailing and other information are satisfactory.

Approval or acceptance will not relieve the Contractor of the

SECTION 01 33 00 Page 11 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 construction of all work.

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 shall 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…