SPECS - NOT FOR CONSTRUCTION.pdf

Huxtable Pumping Plant Fuel Platform Rehabilitation

FOR SOLICITATION - NOT FOR CONSTRUCTION

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 33 00 SUBMITTAL PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 57 20.00 11 ENVIRONMENTAL PROTECTION

01 58 00 PROJECT IDENTIFICATION

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DECONSTRUCTION

DIVISION 03 - CONCRETE

03 01 00 REHABILITATION OF CONCRETE

DIVISION 09 - FINISHES

09 90 00 PAINTS AND COATINGS

09 97 02 PAINTING: HYDRAULIC STRUCTURES

DIVISION 26 - ELECTRICAL

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 05 26.00 40 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 56 00 EXTERIOR LIGHTING

26 56 36.00 40 FLOOD LIGHTING

DIVISION 33 - UTILITIES

33 52 40 FUEL SYSTEMS PIPING (NON-HYDRANT)

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 23.19 MONORAIL HOISTS

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Location

1.2 OCCUPANCY OF PREMISES

1.3 EXISTING WORK

1.4 LOCATION OF UNDERGROUND UTILITIES

1.4.1 Notification Prior to Excavation

PART 2 PRODUCTS

PART 3 EXECUTION

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SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work consists of repairing/patching the existing concrete access bridge deck, encapsulating lead paint at handrails, access bridge and platform bents, painting the handrails, access bridge and platform bents, installation of monitoring points on access bridge and platform, installation of pathway lighting for access bridge and platform, installation of new foundationless jib crane, installation of a new security fence, replacement of fuel lines and flanges, and incidental related work.

1.1.2 Location

The work is located at the Huxtable Pumping Plant. The exact location will be shown by the Contracting Officer at the two organized site visits.

1.2 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.3 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.4 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service to mark utilities within sufficient time required prior to excavating. Verify existing utility locations indicated on contract drawings, within area of work.

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1.4.1 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SINGLE JOB PAYMENT ITEMS

1.1.1 Mobilization and Demobilization

1.1.1.1 Payment

1.1.1.2 Unit of Measure

1.1.2 Environmental Protection

1.1.2.1 Payment

1.1.2.2 Unit of Measure

1.1.3 Lead-Based Paint Abatement

1.1.3.1 Payment

1.1.3.2 Unit of Measure

1.1.4 Electrical Work

1.1.4.1 Payment

1.1.4.2 Unit of Measure

1.1.5 Furnish and Install 1/2 Ton Jib Crane, Trolley and Hoist

1.1.5.1 Payment

1.1.5.2 Unit of Measure

1.1.6 Installation of Control Points

1.1.6.1 Payment

1.1.6.2 Unit of Measure

1.1.7 Furnish and Install Security Fence

1.1.7.1 Payment

1.1.7.2 Unit of Measure

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 Concrete Repair and Patch

1.2.1.1 Payment

1.2.1.2 Measurement

1.2.1.3 Unit of Measure

1.2.2 Concrete Repair - Cracks

1.2.2.1 Payment

1.2.2.2 Measurement

1.2.2.3 Unit of Measure

1.2.3 Paint Handrails

1.2.3.1 Payment

1.2.3.2 Measurement

1.2.3.3 Unit of Measure

1.2.4 Paint Bridge Piers and Platform Tower

1.2.4.1 Payment

1.2.4.2 Measurement

1.2.4.3 Unit of Measure

1.2.5 6" Flexible Braided Metal Hose (1')

1.2.5.1 Payment

1.2.5.2 Measurement

1.2.5.3 Unit of Measure

1.2.6 6" Rigid Pipe (20')

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1.2.6.1 Payment

1.2.6.2 Measurement

1.2.6.3 Unit of Measure

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

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SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made 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 job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes 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.

The Contractor must furnish within 30 days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer to agree with a reasonable cost of the work included in the various items. This contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

1.1.1 Mobilization and Demobilization

1.1.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in Special Contract Clause PAYMENT FOR

MOBILIZATION AND DEMOBILIZATION.

(A) The Government will pay all costs for the mobilization and demobilization of all of the Contractor's plant and equipment at the contract job price for this item.

(1) Sixty percent of the job price upon completion of the Contractor's mobilization at the work site.

(2) The remaining forty percent upon completion of demobilization.

(B) The Contracting Officer may require the Contractor to furnish cost data to justify this portion of the bid if the Contracting Officer believes that the percentages in paragraphs (A) (1) and (2) of this clause do not bear a reasonable relation to the cost of the work in this contract.

(1) Failure to justify such price to the satisfaction of the Contracting Officer will result in payment, as determined by the Contracting Officer, of:

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(i) Actual mobilization costs at completion of mobilization;

(ii) Actual demobilization costs at completion of demobilization; and

(iii) The remainder of this item in the final payment under this contract.

1.1.1.2 Unit of Measure

No measurement will be made for Mobilization and Demobilization.

Unit of measure, JOB: JA.

1.1.2 Environmental Protection

1.1.2.1 Payment

Payment will be made for costs associated with operations necessary for "Environmental Protection" as specified in Section 01 57 20.00 11 ENVIRONMENTAL PROTECTION. This price and payment shall be considered full compensation for furnishing all plant, labor, materials, and equipment and for performing all operations necessary for "Environmental Protection".

The Contractor shall be responsible for payment of fees associated with environmental permits, application, and/or notices obtained by the Contractor. The Contractor shall be responsible for payment of all fines/fees arriving from violation or non-compliance with Federal, State, Regional, and local laws or regulations. The Government will not provide any compensation for payments of fines/fees, in the event that fines/fees are incurred by the Contractor.

1.1.2.2 Unit of Measure

No measurement will be made for Environmental Protection.

Unit of measure, Job: JA

1.1.3 Lead-Based Paint Abatement

1.1.3.1 Payment

Payment will be made for costs associated with operations necessary for "Lead-Based Paint Abatement" for handrails, bridge piers and platform tower as specified in Section 01 57 20.00 11 ENVIRONMENTAL PROTECTION and Section 09 97 02 PAINTING: HYDRAULIC STRUCTURES consisting of properly encapsulating these features. This price and payment shall be considered full compensation for furnishing all plant, labor, materials, and equipment and for performing all operations necessary for "Lead-Based Paint Abatement" for hardrails, bridge piers and platform tower. The Contractor shall be responsible for payment of fees associated with environmental permits, application, and/or notices obtained by the Contractor. The Contractor shall be responsible for payment of all fines/fees arriving from violation or non-compliance with Federal, State, Regional, and local laws or regulations. The Government will not provide any compensation for payments of fines/fees, in the event that fines/fees are incurred by the Contractor.

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1.1.3.2 Unit of Measure

No measurement will be made for Lead-Based Paint Abatement.

Unit of measure, Job: JA

1.1.4 Electrical Work

1.1.4.1 Payment

Payment will be made for furnishing all materials, equipment, and labor and performing all operations necessary for "Electrical Work" as shown and specified. Work shall include, but is not limited to, controls, control panels, wire and cable, solar panels, conduits and raceways, switches, circuit breaker, connections, and any demolition required for work to be performed.

1.1.4.2 Unit of Measure

No measurement will be made for Electrical Work.

Unit of measure, JOB: JA

1.1.5 Furnish and Install 1/2 Ton Jib Crane, Trolley and Hoist

1.1.5.1 Payment

Payment will be made for furnishing all materials, equipment, and labor and performing all operations necessary for the delivery and installation of the 1/2 ton jib crane, trolley and hoist as shown and specified. Work shall include, but is not limited to, jib crane, trolley, hoist, anchor bolts, base plates and miscellaneous metal accessories, connections to existing concrete, finishes and coatings, and any incidental items related to the work.

1.1.5.2 Unit of Measure

No measurement will be made for Furnish and Install 1/2 Ton Jib Crane, Trolley and Hoist.

Unit of measure, Job: JA

1.1.6 Installation of Control Points

1.1.6.1 Payment

Payment will be made for furnishing all material, equipment, and labor and performing all operations necessary for "Installation of Control Points" within the project as shown and specified. Work shall include, but is not limited to, supplying control points, connections to existing concrete and any incidental items related to the work.

1.1.6.2 Unit of Measure

No measurement will be made for Installation of Control Points.

Unit of measure, Job: JA

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1.1.7 Furnish and Install Security Fence

1.1.7.1 Payment

Payment will be made for furnishing all materials, equipment, and labor and performing all operations necessary for installation of security fence.

Work shall include, but is not limited to, security fence, pad locks, embedded materials, miscellaneous metal connectors, connections to existing concrete, finishes and coatings, and any incidental items related to the work.

1.1.7.2 Unit of Measure

Unit of measure, Job: JA

1.2 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed constitutes 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 Concrete Repair and Patch

1.2.1.1 Payment

Payment will be made for furnishing all materials, equipment, and labor and performing all operations necessary for concrete repair and patch to the existing bridge deck and platform. The extent concrete repair and patch is determined by the concrete repair plan. Concrete repair and patch work items include, but are not limited to saw cutting, removal of concrete to obtain a sound surface, cleaning of reinforcing steel, surface preparation, connections to existing concrete, concrete patching, and any incidental items related to the work.

1.2.1.2 Measurement

Concrete repair cut and patch shall be measured for payment by the square foot of repaired concrete area as determined in the concrete repair plan described in Section 03 01 00 REHABILITATION OF CONCRETE. No payment will be made for work outside the limits identified in the repair plan.

Lengths and widths of each repair area will be measured, averaged and multiplied to calculate areas for each repair.

1.2.1.3 Unit of Measure

Unit of measure, Square Foot: SF

1.2.2 Concrete Repair - Cracks

1.2.2.1 Payment

Payment will be made for furnishing all materials, equipment, and labor and performing all operations necessary for concrete repair of cracks for the existing bridge deck and platform. All cracks in excess of 0.02 inches wide must be documented and repaired.

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1.2.2.2 Measurement

Concrete crack repair shall be measured for payment by the linear foot of repaired concrete cracks as determined in the concrete repair plan described in Section 03 01 00 REHABILITATION OF CONCRETE. No payment will be made for work outside the limits identified in the repair plan.

1.2.2.3 Unit of Measure

Unit of measure, Linear Foot: LF

1.2.3 Paint Handrails

1.2.3.1 Payment

Payment will be made for furnishing all materials, equipment and labor and performing all operations necessary to paint handrails after lead paint has been encapsulated as shown and specified in 09 97 02 PAINTING:

HYDRAULIC STRUCTURES. Work shall include, but is not limited to, painting existing handrails, providing coating system as specified, and any other items associated with the painting of handrails that does not have a contract line item.

1.2.3.2 Measurement

Painting handrails shall be measured for payment by the linear foot acceptably sandblasted and painted. Portions of the handrails not acceptably painted shall not be measured for payment.

1.2.3.3 Unit of Measure

Unit of measure, Linear Foot: LF.

1.2.4 Paint Bridge Piers and Platform Tower

1.2.4.1 Payment

Payment will be made for furnishing all materials, equipment and labor and performing all operations necessary to paint all exposed areas of the bridge piers and platform tower as shown and specified in 09 97 02 PAINTING: HYDRAULIC STRUCTURES. Work shall include, but is not limited to, painting existing bridge piers and platform tower, stairs and walkways connected to bridge piers and platform tower, and any other items associated with the painting of bridge piers and platform tower that does not have a contract line item.

1.2.4.2 Measurement

Painting bridge piers and platform shall be measured for payment for each acceptably painted. Bridge piers and platform tower not acceptably painted shall not be measured for payment.

1.2.4.3 Unit of Measure

Unit of measure, Each: EA

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1.2.5 6" Flexible Braided Metal Hose (1')

1.2.5.1 Payment

Payment for metal hose performed as described in Section 33 52 40 FUEL SYSTEMS PIPING (NON-HYDRANT) will be made at the contract unit price for "6" Flexible Braided Metal Hose". The 6" Flexible Braided Metal Hose includes stainless steel flanges and all fittings necessary for installation. Price and payment shall constitute full compensation for furnishing all equipment and performing all labor for construction of the completed metal hose system.

1.2.5.2 Measurement

Measurement for 6" Flexible Braided Metal Hose" satisfactorily installed shall be made by unit.

1.2.5.3 Unit of Measure

Unit of measure, Linear Foot: LF.

1.2.6 6" Rigid Pipe (20')

1.2.6.1 Payment

Payment for rigid pipe installed in accordance with the contract drawings, will be made at the contract unit price per linear foot for "6" Rigid Pipe 304/316SS". Payment will be provided for all materials, labor, and equipment required for furnishing, and installation of the rigid pipe.

1.2.6.2 Measurement

Measurement for pipe shall be per linear foot of pipe satisfactorily installed.

1.2.6.3 Unit of Measure

Unit of measure, Linear Foot: LF.

PART 2 PRODUCTS (Not Applicable)

Not Used

PART 3 EXECUTION (Not Applicable)

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

1.1.2 Project Type

1.1.3 Submission of Submittals

1.2 DEFINITIONS

1.2.1 Submittals

1.2.2 Submittal Descriptions (SD)

1.2.3 Approving Authority

1.2.4 Work

1.3 SUBMITTALS

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved (G)

1.4.2 For Information Only

1.5 SUBMITTAL REGISTER

1.6 CONTRACTOR USE OF SUBMITTAL REGISTER

1.7 APPROVING AUTHORITY USE OF SUBMITTAL REGISTERe

1.8 COPIES DELIVERED TO THE GOVERNMENT

1.9 INFORMATION ONLY SUBMITTALS

1.10 PROCEDURES FOR SUBMITTALS

1.10.1 Reviewing, Certifying, and Approving Authority

1.10.2 Constraints

1.10.3 Scheduling

1.10.4 Variations

1.10.4.1 Considering Varations

1.10.4.2 Proposing Variations

1.10.4.3 Warranting That Variations Are Compatible

1.10.4.4 Review Schedule is Modified

1.11 CONTRACTOR'S RESPONSIBILITIES

1.12 GOVERNMENT APPROVING AUTHORITY

1.13 FORMAT OF SUBMITTALS

1.13.1 Transmittal Sheet

1.13.2 Identifying Submittals

1.14 SUBMISSION AND CONTROL OF SUBMITTALS

1.14.1 Submittals Required from the Contractor

1.14.2 Submittal Procedures and Deviations

1.14.3 Control of Submittals

1.14.4 O&M Data

1.15 DISAPPROVED SUBMITTALS

1.16 APPROVED SUBMITTALS

1.17 APPROVED SAMPLES

1.18 WITHHOLDING OF PAYMENT

1.19 GENERAL

1.20 SCHEDULING

1.21 TRANSMITTAL SHEET (ENG FORM 4025)

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1.22 GOVERNMENT APPROVED SUBMITTALS

1.23 INFORMATION ONLY SUBMITTALS

1.24 STAMPS

PART 2 PRODUCTS

PART 3 EXECUTION

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SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

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

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

1.1.2 Project Type

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

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

The Contractor and the Designer of Record (DOR), if applicable, are to check and approve all items before submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as: Contractor's, manufacturer's, or fabricator's drawings;

descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders;

samples; O&M manuals (including parts list); certifications; warranties;

and other such required submittals.

1.1.3 Submission of Submittals

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

1.2 DEFINITIONS

1.2.1 Submittals

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."

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1.2.2 Submittal Descriptions (SD)

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

SD-01 Preconstruction Submittals

Submittals that are required prior to or commencing with the start of work on site. Submittals that are required prior to or at the start of construction (work) or the next major phase of the construction on a multiphase contract.

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

Certificates Of Insurance

Surety Bonds

List Of Proposed Subcontractors

List Of Proposed Products

Baseline Network Analysis Schedule (NAS)

Submittal Register

Schedule Of Prices Or Earned Value Report

Accident Prevention Plan Health And Safety 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.

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.

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

SD-05 Design Data

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

SD-06 Test Reports

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

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

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

Investigation reports

Daily logs and checklists

Final acceptance test and operational test procedure

SD-07 Certificates

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

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

Confined space entry permits

Text of posted operating instructions

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (SDS)concerning impedances, hazards and safety precautions.

SD-10 Operation and Maintenance Data

Data provided by the manufacturer, or the system provider, including manufacturer's help and product line documentation, necessary to

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Data required by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

Data 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.

Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).

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.

1.2.3 Approving Authority

Approving authority rests with the Contracting Officer and his/her Authorized Representative(s). Approval actions and correspondence with the Contractor shall be made through the Wynne Area Office.

1.2.4 Work

As used in this section, on-site and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction. In exception, excludes work to produce SD-01 submittals.

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register; G

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved (G)

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

Government approval is required for any variations from the Solicitation or the Accepted Proposal and for other items as designated by the Government.

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

1.4.2 For Information Only

Submittals not requiring Government approval will be for information only. Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are not considered to be "shop drawings."

1.5 SUBMITTAL REGISTER

At the end of this section is a submittal register showing items of equipment and materials for which submittals are required by the specifications; this list may not be all inclusive and additional submittals may be required. The Government will provide the initial submittal register in electronic format. Thereafter, the Contractor shall maintain a complete list of all submittals, including completion of all data columns. Dates on which submittals are received and returned by the Government will be tracked. The Contractor shall monitor the progress of all submittals.

Submit the submittal register at least seven days prior to the prework conference. Verify that all submittals required for the project are listed and add any missing submittals. Complete the following 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.

1.6 CONTRACTOR USE OF SUBMITTAL REGISTER

Update the following fields:

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 Area Engineer.

Column (l) List date of submittal transmission.

Column (q) List date approval received.

1.7 APPROVING AUTHORITY USE OF SUBMITTAL REGISTERe

Update the following fields:

Column (b).

Column (l) List date of submittal receipt.

Column (m) through (p).

Column (q) List date returned to Contractor.

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1.8 COPIES DELIVERED TO THE GOVERNMENT

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

1.9 INFORMATION ONLY SUBMITTALS

Submittals without a "G" designation must be certified by the QC manager and submitted to the Contracting Officer for information-only. Approval of the Contracting Officer is not required on information only submittals. The Contracting Officer will mark "receipt acknowledged" on submittals for information and will return only the transmittal cover sheet to the Contractor. Normally, submittals for information only will not be returned. However, the Government reserves the right to return unsatisfactory submittals and require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the 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.

1.10 PROCEDURES FOR SUBMITTALS

1.10.1 Reviewing, Certifying, and Approving Authority

The Contractor Quality Control (CQC) organization shall be responsible for reviewing and certifying that submittals are in compliance with contract requirements. Approving authority on submittals ultimately rests with the Contracting Officer, and his/her Authorized Representative(s). Approval of all submittals will be made through the Wynne Area Office.

1.10.2 Constraints

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

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

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

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

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

1.10.3 Scheduling

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

b. Except as specified otherwise, allow review period, beginning with receipt by approving authority, that includes at least 15 working

SECTION 01 33 00 Page 8

W912EQ22B0001 Page 20 of 227 days for submittals for Contracting Officer's Authorized Representative approval and 20 working days for submittals for Contracting Officer approval. Period of review for submittals with Contracting Officer approval begins when Government receives submittal from CQC organization. Period of review for each resubmittal is the same as for initial submittal.

1.10.4 Variations

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

1.10.4.1 Considering Varations

Discussion with Wynne Area Office prior to submission, will help ensure functional and quality requirements are met and minimize rejections and resubmittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).

1.10.4.2 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 saving. In addition to documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.

1.10.4.3 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.

1.10.4.4 Review Schedule is Modified

In addition to normal submittal review period, a period of 15 working days will be allowed for consideration by the Government of submittals with variations.

1.11 CONTRACTOR'S RESPONSIBILITIES

a. Determine and verify field measurements, materials, field construction criteria; review each submittal; and check and coordinate each submittal with requirements of the work and contract documents.

b. Transmit submittals to the Government in accordance with the approved Submittal Register. To prevent delays in the work, delays to Government, or delays to separate Contractors transmit submittals using ENG FORM 4025 (Transmittal Sheet).

c. Stamp submittal data to certify that the submittal meets contract requirements.

d. Advise Contracting Officer of variation, as required by paragraph entitled "Variations."

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W912EQ22B0001 Page 21 of 227

e. Correct and resubmit submittal as directed by approving authority. When resubmitting disapproved transmittals or transmittals noted for resubmittal, the Contractor shall provide copy of that previously submitted transmittal including all reviewer comments for use by approving authority. Direct specific attention in writing or on resubmitted submittal, to revisions not requested by approving authority on previous submissions.

f. Furnish additional copies of submittal when requested by Contracting Officer, to a limit of 20 copies per submittal.

g. Complete work which must be accomplished as basis of a submittal in time to allow submittal to occur as scheduled.

h. Ensure no work has begun until submittals for that work have been returned as "Approved as submitted" or "Approved, except as noted...", except to the extent that a portion of work must be accomplished as basis of submittal.

1.12 GOVERNMENT APPROVING AUTHORITY

a. Note date on which submittal was received from Contractor on each submittal.

b. Review each submittal; and check and coordinate each submittal with requirements of work and contract documents.

c. Review submittals for conformance with project design concepts and compliance with contract documents.

d. Act on submittals, determining appropriate action.

(1) When the Contracting Officer's Authorized Representative is the approving authority, take appropriate action on submittal.

(2) When Contracting Officer is approving authority or when variation has been proposed, forward submittal to Memphis District Office, care of the Construction Branch, with the necessary certifying statement.

e. Ensure that material is clearly legible.

f. When approving authority is Contracting Officer, Wynne Area Office will certify submittals forwarded to Contracting Officer with the following certifying statement:

"I hereby certify that the (equipment) (material) (article) shown and marked in this submittal is that proposed to be incorporated with contract No. W912EQ-__-C-____, is in compliance with the contract drawings and specification, can be installed in the allocated spaces, and is submitted for Contracting Officer approval.

Certified by Submittal Reviewer _____________________, Date _______ (Signature when applicable)

Certified by Area Engineer __________________________, Date ______" (Signature)

Stamp each sheet of each submittal with certifying statement, SECTION 01 33 00 Page 10

W912EQ22B0001 Page 22 of 227 except that data submitted in bound volume or on one sheet printed on two sides may be stamped on the front of the first sheet only.

g. When approving authority is the Contracting Officer's Authorized Representative, the Area Engineer will take approval action on ENG FORM 4025 (Transmittal Sheet).

h. Sign certifying statement or ENG FORM 4025 (Transmittal Sheet).

i. Update submittal register as submittal actions occur and maintain the submittal register at project site until final acceptance of all work by Contracting Officer.

j. Retain a copy of approved submittals at project site, including Contractor's copy of approved samples.

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

(1) Note date on which submittal was received by Contracting Officer, on each submittal for which the Contracting Officer is approving authority.

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

(3) Returned submittals with appropriate action indicated.

1.13 FORMAT OF SUBMITTALS

1.13.1 Transmittal Sheet

Transmit each submittal, except sample installations and sample panels, to office of approving authority. Transmit submittals on ENG FORM 4025 (Transmittal Sheet) located at the following website:

http://www.mvm.usace.army.mil/BusinessWithUs/Contracting/Forms.aspx . The transmittal sheet shall identify Contractor, indicate date of submittal, and include information prescribed by transmittal sheet and required in paragraph entitled "Identifying Submittals." Process transmittal sheets to record actions regarding sample panels and sample installations.

1.13.2 Identifying Submittals

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

a. Project title and location.

b. Construction contract number.

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

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

e. When a resubmission, add alphabetic suffix on submittal

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W912EQ22B0001 Page 23 of 227 description, for example, SD-10A, to indicate resubmission.

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

g. Product identification and location in project.

1.14 SUBMISSION AND CONTROL OF SUBMITTALS

1.14.1 Submittals Required from the Contractor

Within 15 calendar days after receipt of notice to proceed, the Contractor shall complete and submit to Mr. Loy A. Hamilton, Wynne Area Office, 1932 N. Falls Boulevard, P.O. Box 729, Wynne, Arkansas 72396-0729 submittals required in the technical sections of this specification, including shop drawings, product data and samples.

1.14.2 Submittal Procedures and Deviations

The Government will further discuss detailed submittal procedures with the Contractor at the Preconstruction Conference. For submittals which include proposed deviations requested by the Contractor, the column "variation" of ENG Form 4025 shall be checked. The Contractor shall 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.

1.14.3 Control of Submittals

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

1.14.4 O&M Data

Contracting Officer will review and approve the O&M Data to verify the submittals comply with the contract requirements; submit data specified for a given item within 30 calendar days after the item is delivered to the contract site. In the event the Contractor fails to deliver O&M Data within the time limits specified, the Contracting Officer may withhold from progress payments 50 percent of the price of the item with which such O&M Data are applicable.

1.15 DISAPPROVED SUBMITTALS

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

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

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W912EQ22B0001 Page 24 of 227 approved.

1.16 APPROVED SUBMITTALS

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

the design, general method of construction, materials, detailing, and other information appear to meet the Solicitation and Accepted Proposal.

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

After submittals have been approved or accepted by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.17 APPROVED SAMPLES

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

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

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

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

1.18 WITHHOLDING OF PAYMENT

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

1.19 GENERAL

The Contractor shall make submittals as required by the specifications.

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

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W912EQ22B0001 Page 25 of 227 the respective sections. Units of weights and measures used on all submittals shall be the same as those used in the contract drawings. Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Prior to submittal, all items shall be checked and approved by the CQC System Manager and each item shall be stamped, signed, and dated by the CQC System Manager indicating action taken. Proposed deviations from the contract requirements shall be clearly identified. Submittals shall include items such as: Contractor's, manufacturer's, or fabricator's drawings;

descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders;

samples; O&M manuals (including parts list); certifications; warranties;

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

1.20 SCHEDULING

Submittals covering component items forming a system or items that are interrelated shall be scheduled to be coordinated and submitted concurrently. Certifications to be submitted with the pertinent drawings shall be so scheduled. Adequate time (a minimum of 21 calendar days exclusive of mailing time) shall be allowed and shown on the register for review and approval. No delay damages or time extensions will be allowed for time lost in late submittals.

1.21 TRANSMITTAL SHEET (ENG FORM 4025)

A sample transmittal sheet (ENG Form 4025), which can be found at http://www.mvm.usace.army.mil/BusinessWithUs/Contracting/Forms.aspx shall be used for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form. Additionally, these forms are included in the QCS software that is available for Contractor use. The transmittal sheet shall be properly completed by filling out all the heading blank spaces and identifying each item submitted. Special care shall be exercised to ensure proper listing of the specification paragraph and/or sheet number of the contract drawings pertinent to the data submitted for each item.

1.22 GOVERNMENT APPROVED SUBMITTALS

Upon completion of review of submittals requiring Government approval, the submittals will be identified as having received approval by being so stamped and dated. Three copies of the submittal will be retained by the Contracting Officer and three copies of the submittal will be returned to the Contractor.

1.23 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;

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W912EQ22B0001 Page 26 of 227 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.

1.24 STAMPS

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

______NAME OF CONTRACTOR ______ SIGNATURE OF CONTRACTOR

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 11 PAGES

00 70 00.00 11 SD-07 Certificates

1.7 GCertificate or Written Evidence of

Insurance

1.12 GField Notes and All Other

Records Relating to the Survey 00 80 00.00 11 SD-01 Preconstruction Submittals

1.7 GActivity Hazard Analysis

1.7 GAccident Prevention Program

1.7 GHazard Communication Program

Coast Guard Notification

1.4 GAuthenticated Copy of the

Conveyance under which the Contractor Acquired the Rights-of-Way

1.27 GList of all Personnel, Vehicles

and Equipment

SD-02 Shop Drawings

1.10 GShop Drawings

SD-03 Product Data

1.7 GMaterial Safety Data Sheets of

Each Substance SD-05 Design Data

G EC-DPre-Construction Surveys;

G EC-DPost-Construction Surveys;

SD-11 Closeout Submittals GField Book

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

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DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

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NEEDED

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A C T I O N

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OF

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AUTH/

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REVIEWER

DATE…