Attachment_1_-_Specifications_dated_11_Jun_2015.pdf

SPECIFICATIONS

RPR, Sewer System Housing Area 2

AT

JOINT BASE CHARLESTON, WEAPON

STATION

SOUTH CAROLINA

PROJECT No.: DKGV 11-2057

DATE: 11 Jun 2015

FA4418-15-R-0023

Attachment 1 11 June 2015

DKGV 11-2057 RPR, Sewer Mains, Housing Area 2

PROJECT TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 00 CONSTRUCTION SCHEDULE AND PROGRESS DOCUMENTATION

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 00 CONSTRUCTION QUALITY CONTROL

01 50 10 ENVIRONMENTAL

01 54 00 GREEN PROCUREMENT

01 57 20 WASTE MANAGEMENT

01 57 50 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 – EXISTING CONDITIONS

02 41 13 SELECTIVE SITE DEMOLITION

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 32 11 SOIL SURFACE EROSION CONTROL

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 92 19 SEEDING

32 92 23 SODDING

DIVISION 22 – PLUMBING

22 05 83.63 CURED-IN-PLACE PIPE (CIPP) LINING

DIVISION 33 - UTILITIES

33 30 00 REPAIR SEWER MAIN

-- End of Project Table of Contents --

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Attachment 1

Section 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

01/08

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. The following shall be submitted in accordance with Section 01 33

00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Submit the following items to the Contracting Officer:

Proposed Contractor Laydown Area Plan; G

Utility Outage Requests; G

Utility Connection Requests; G

Excavation Permits; G

Welding Permits; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work consists of rehabilitation of existing gravity sewer systems as described in the project documents. Rehabilitation methods will include removal and replacement as well as cured in place pipe (CIPP), and incidental related work. The work includes the relining of approximately 8,854 L.F. of 8 inch diameter (vitrified clay pipe (VCP) and Truss pipe) gravity sanitary sewer main with cured in place pipe (CIPP); reinstate of approximately 112 gravity service laterals, 15 point repair/replacement of approximately 219

L.F. of 8 inch diameter pipe (VCP, Truss, and polyvinyl chloride (PVC)), 4 manholes adjustments to grade, paving repairs, grassing/sodding of disturbed areas, erosion and sediment control. Replacement of gravity sewer will be by method of open cut and trench. All replaced sanitary sewer will be laid in the location and elevation of the existing pipe. All demolished structures shall be salvaged and removed from the site. (See attachments for more project details)

1.2.2 Location

The work shall be located at the Joint Base Charleston - Weapons Station in

South Carolina.

1.3 CONTRACT DRAWINGS

The following drawings accompany this specification and are a part thereof.

Drawing Nos.

G001 Cover Sheet

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Section 01 11 00 Page 2

G002 Location Maps Sheet Index

C100 Project Area

C101 Erosion Control Details

C102 Sewer Details

Contractor shall immediately check furnished drawings and notify the

Government of any discrepancies.

1.4 PROJECT ENVIRONMENTAL GOALS

Contractor shall distribute copies of the Environmental Goals to each subcontractor and the Contracting Officer. The overall goal for design, construction, and operation is to produce a building that meets the functional program needs and incorporates the principles of sustainability.

Specifically:

a. Preserve and restore the site ecosystem and biodiversity; avoid site degradation and erosion. Minimize offsite environmental impact.

b. Use the minimum amount of energy, water, and materials feasible to meet the design intent. Select energy and water efficient equipment and strategies.

c. Use environmentally preferable products and decrease toxicity level of materials used.

d. Use renewable energy and material resources.

f. Manage construction site and storage of materials to ensure no negative impact on the indoor environmental quality of the building.

g. Reduce construction waste through reuse, recycling, and supplier take-back.

*1.5 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 shall be in a condition equal to or better than that which existed before new work started.

c. Protect existing work that is to remain in place, be reused, or remain the property of the Government. Repair items which are to remain and which are damaged during performance of the work to their original condition, or replace with new. Do not overload pavements to remain. Provide new supports and reinforcement for existing construction weakened by demolition or removal work. Repairs, reinforcement, or structural replacement must have

Contracting Officer approval.

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1.6 LOCATION OF UNDERGROUND FACILITIES

Obtain digging permits prior to start of excavation by contacting the

Contracting Officer 15 calendar days in advance. Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed but indicated in locations to be traversed by piping, ducts, and other work to be installed. Verify locations and elevations before installing new work.

If any communication cables, pipes, utility service wires or other Government property is damaged by the Contractor by unauthorized digging or other excavating, the Contractor shall be responsible for the repairs and any incidental and consequential damages, and the Contractor shall provide, where applicable, an estimate and plan for making the repairs or other proposals, to the Contracting Officer and Communication Squadron within one hour. If the

Contractor fails to respond and report the damage within four (4) hours, the

Government has the option to repair the damage and deduct all cost associated with the repairs of the damage from the contract price or bill the Contractor if the cost of repair is more than the contract price.

Repairs of Government-owned communications cable shall be in accordance with

AFTO 31W3-10-13 standards. A copy of these standards can be obtained from the

Contracting Office.

The Contractor shall coordinate with the Contracting Officer on materials and down-time prior to beginning any work. All work will undergo a final inspection by the Contracting Officer and representative of the Communication

Squadron before acceptance. In accordance with Air Force Instruction 51-502

Chapter 4 (Claims in Favor of the Government), a copy of the invoice for repairs shall be submitted to the Contracting Officer for administrative purposes.

1.7 ON-SITE PERMITS

1.7.1 Utility Outage Requests and Utility Connection Requests

Notify the Contracting Officer at least 72 hours prior to starting excavation work. Contractor is responsible for marking and verifying all utilities not marked.

The Contractor shall verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed, but indicated in locations to be transversed by piping, ducts, and other work to be installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

Work shall be scheduled to hold outages to a minimum.

Utility outages and connections required during the prosecution of work that affect existing systems shall be arranged for at the convenience of the

Government and shall be scheduled outside the regular working hours or on weekends.

Attachment 1

Section 01 11 00 Page 4

1.7.2 Contractor Laydown Area

Contractor shall submit Proposed Contractor Laydown Area Plan

1.7.2 Excavation, Welding, and Burning Permits

The Contractor may not begin any excavation or welding activities on the project site without prior approval from the Contracting Officer. A request for permission to conduct such activities shall be submitted for approval.

The scope of the required activities shall be described in detail, including locations of the activities, an estimated start date and finish date.

Provide additional information as required by the Contracting Officer.

ACTIVITY SUBMISSION DATE

Excavation Permits 15 calendar days prior to work

Welding Permits 15 calendar days prior to work

Permits shall be posted at a conspicuous location in the construction area.

Burning of trash or rubbish is not permitted on project site.

1.7.3 Contractor Laydown Area

Contractor shall submit Proposed Contractor Laydown Area Plan

*PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 By-Pass Plan: The sanitary sewer system must remain operational during the repair of the pipelines. A By-Pass Pumping Plan shall be developed to convey sewage flows around the sections being repaired. The plan shall indicate the methodology and equipment proposed for implementation of the by-pass pumping, scheduling, phasing and consideration for sections of piping crossing roadways. During the project if there is a discharge of wastewater to waters of the state or that pose a threat to the environment, immediately contact the S.C. DHEC and comply with DHEC document Sanitary Sewer Overflow

Compliance and Enforcement Document of October 2000.

3.2 Excavation and Trenching: Excavation shall be performed to provide access for repair of the sewer pipes. Prior to excavation, remove existing sod and topsoil to a depth of 6 inches. Stockpile sod and topsoil separately from other excavated material. Make trench sides as nearly vertical as practicable except where sloping of sides is allowed. Sides of trenches shall not be sloped from the bottom of the trench up to the elevation of the top of the pipe. All trenches shall be kept free of water and as dry as possible during bedding, laying, and jointing and for as long a period as

FA4418-15-R-0023

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Section 01 11 00 Page 5 required. When work is not in progress, open ends of pipe and fittings shall be satisfactorily closed so that no trench water or other material will enter the pipe or fittings. The sewer contractor shall provide adequate support for all trench sidewalls, by the use of side-sloping or trench boxes. The bottom of trenches shall be graded accurately to provide uniform bearing and support for each section of pipe.

3.2.1 The competent person for excavation performed as a result of contract work shall be on-site when work is being performed in excavation, and shall inspect excavations prior to entry by workers. The competent person must evaluate for all hazards, including atmospheric, that may be associated with the work, and shall have the resources necessary to correct hazards promptly.

Prior to digging the appropriate digging permit must be obtained. All underground utilities in the work area must be positively identified by a utility locating service and coordinated with station utility departments.

The contractor must physically verify underground utility locations by hand digging using wood or fiberglass handled tools when any adjacent construction work is expected to come within three feet of the underground system. If construction is parallel to an existing utility the utility shall be exposed by hand digging every 100 feet if parallel within 5 feet of the excavation.

Trench and shoring systems must be identified in the accepted safety plan and activity hazard analysis. Extreme care must be used when excavating near direct burial electric underground cables.

-- End of Section --

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Section 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

11/11 submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

List of Contact Personnel; G

Personnel List and Badge Applications; G

Outage Requests; G

Utility Connection Requests; G

Excavation Permits; G

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

It should be recognized that requirements for security and base access varies between bases as well as between various locations within individual bases. It is incumbent on the Contractor to ascertain the current security and base access requirements appropriate to the project location and incorporate the cost, if any, for compliance to said requirements into Contractor's proposal. Lack of knowledge of current requirements does not constitute a basis for an adjustment to the contract.

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats and required Personal

Protective Equipment in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. The

Contractor's equipment shall be conspicuously marked for identification.

Section 01 14 00 Page 2

1.4.1 Subcontractors and Personnel Contacts

Furnish a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.4.2 Security Requirements

Contract Clause "FAR 52.204-2, Security Requirements - Alternate II," and the following apply.

1.4.2.1 Identification Badges and Installation Access

Identification badges will be furnished without charge. Application for and use of badges shall be coordinated through the Contracting Officer and processed as directed below. Immediately report instances of lost or stolen badges to the Contracting Officer.

1.4.2.2 Personnel List and Badge Applications

Personnel require security clearance obtained by background check, and security badges, prior to entering Joint Base Charleston. Submit for approval to the Contracting Officer, at least 14 calendar days (30 days is recommended) prior to the desired date of entry, an alphabetized list of personnel who require entry into the facility to perform work on the project. For each worker, submit a completed USAF JB 74 Form and attachments required by the instructions (varies based on worker's legal status), which include, but are not limited to copies of state driver's license/state issued ID, passport, Social Security Card, Birth

Certificate, Permanent Resident Card, Alien Registration Receipt Card

(Form I-551), INS Form I-9, and Certificate of Naturalization.

The request for personnel passes shall be accompanied with the following certification:

"I hereby certify that all personnel on this list are either born U.S.

citizens, naturalized U.S. citizens with the naturalization number shown, or legal aliens with the alien registration number indicated.

Signature/Printed Name/Firm Name"

1.4.2.3 Vehicle Passes

Personal and commercial vehicles entering the facility require proof of

Attachment 1

Section 01 14 00 Page 3 valid vehicle registration, valid vehicle insurance, and valid driver’s license and may require obtaining vehicle passes depending on threat conditions. If required, obtain vehicle pass application from the security office and provide information required therein. No allowance will be made for failure to obtain vehicle passes sufficiently in advance as to gain admission when needed for the work.

1.4.4 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installations under the cognizance of Joint Base Charleston except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.4.5 Working Hours

Regular working hours shall consist of a 9 1/2 hour period established by the Contractor Officer, between 7:00 a.m. and 4:30 p.m., Monday through

Friday, excluding Government holidays.

1.4.6 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 5 working days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the SSHO.

1.4.7 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise. Conform to procedures required in the paragraph "Work

Outside Regular Hours."

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, data service, electric service, air conditioning, heating, service lines from Central Energy Plants, fire alarm, fire sprinkler, compressed air, and natural gas shall be considered utility cutovers

FA4418-15-R-0023

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Section 01 14 00 Page 4 pursuant to the paragraph entitled "Work Outside Regular Hours."

d. Operation of Station Utilities: The Contractor shall not operate nor disturb the setting of control devices in the station utilities systems without approval of the Contracting Officer. The Government will operate the control devices as required for normal conduct of the work. The Contractor shall notify the Contracting Officer giving reasonable advance notice when such operation is required.

e. Temporary Utilities for Existing Facilities: The Contractor shall provide any temporary utilities required to maintain operation of existing occupied facilities while existing utility systems are being reworked for this project. Temporary Utilities include, but are not limited to, electric power, communications, water, sanitary sewer, and natural gas.

1.5 WORK REQUESTS AND PERMITS

1.5.1 Outage Requests and Utility Connection Requests

Work shall be scheduled to hold outages to a minimum.

Utility outages and connections required during the prosecution of work that affect existing systems shall be arranged for at the convenience of the Government and shall be scheduled outside the regular working hours or on weekends if required. Contractor shall not be entitled to additional payment for utility outages and connections required to be performed outside the regular work hours.

Requests for roads and/or utility service outages and connections shall be made in writing to the Contracting Officer at least 30 calendar days in advance of the time required. Each request shall state the system involved, area involved, approximate duration of outage, and the nature of work involved.

1.5.2 Excavation Permits

Notify the Contracting Officer at least 15 calendar days prior to starting excavation work and submit an AF From 103 Work Clearance Request

(Digging Permit) on the form provided. Contractor is responsible for requesting excavation permits, utility location markings, and verify all marked and resolve unmarked utilities prior to excavation. Obtain approved digging permits prior to start of excavation. In addition to notifying the Contracting Officer, the Contractor shall follow the procedures of the Public Utility Protection Services (PUPS) to recieve a markings and a tracking number. The Contractor shall also follow the procedures of the Joint Base Charleston 628th CES Customer Service (Bldg

661) as directed by the Contracting Officer to request and receive excavation permits.

Section 01 14 00 Page 5

Specific Requirements:

a. The Contractor is responsible for maintaining utility markings after marked.

b. Permits are valid for 30 days and shall be renewed prior to expiration date if required.

c. The Contractor shall hand dig within three feet of markings to locate utilities and avoid damage.

d. If a properly marked utility is damaged, the Contractor shall be responsible for materials and labor to make repairs or reimburse the Government if they perform the repairs.

The Contractor shall verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed, but indicated in locations to be transversed by piping, ducts, and other work to be installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made. Mark the elevations of all existing exposed utilities on the As-built Record Drawings.

Excavation Permits shall be posted at a conspicuous location in the construction area.

PART 2 PRODUCTS

Not Used

Section 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/11

List of contact personnel; G,

1.2 MINIMUM INSURANCE REQUIREMENTS

Procure and maintain during the entire period of performance under this contract the following minimum insurance coverage:

a. Comprehensive general liability: $500,000 per occurrence

b. Automobile liability: $200,000 per person, $500,000 per occurrence for bodily injury, $20,000 per occurrence for property damage

c. Workmen's compensation as required by Federal and State workers' compensation and occupational disease laws.

d. Employer's liability coverage of $100,000, except in States where workers compensation may not be written by private carriers,

e. Others as required by South Carolina.

1.3 CONTRACTOR PERSONNEL REQUIREMENTS

1.3.1 Subcontractors and Personnel

Furnish a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.3.2 Identification Badges

Identification badges will be furnished without charge. Application for and use of badges will be as directed. Immediately report instances of lost or stolen badges to the Contracting Officer.

1.3.3 Contractor Personnel Requirements

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Section 01 30 00 Page 2

Failure to obtain entry approval will not affect the contract price or time of completion.

1.4 SUPERVISION

Provide at least one qualified Project Manager and one on-site Project

Superintendent. Project Superintendent must be on the job site during working hours. Both should be capable of reading, writing, and conversing fluently in the English language. The Project Manager must have a minimum of

5 years experiences as a Project Manager or Superintendent on projects similar in size and complexity. The Project Superintendent must have a minimum 5 years experiences as a Superintendent on project of the same scope, size and complexity as required by this project. The Project Manager can be the Project Superintendent.

In addition to the above experience requirements, the PM and on-site Project

Superintendent shall have completed the course entitled “Construction

Quality Management for Contractors” prior to the start of construction.

The Project Manager in this context shall mean the individual with the responsibility for the overall management of the project and the Project

Superintendent shall mean the individual with the responsibility for quality and production. Both the Project Manager and Project

Superintendent are subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion. Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders shall be made the subject of claim for extension of time for excess costs or damages by the Contractor.

Approval of Project Manager and on-site Project Superintendent is required prior to start of construction. Provide resumes for the proposed Project

Manager and on-site Project Superintendent describing their experience with references and qualifications to the Contracting Officer for approval.

1.5 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the safety program, preparation of the schedule prices, shop drawings, and other submittals, scheduling programming, and prosecution of the work. Major subcontractors who will engage in the work shall also attend.

1.6 ELECTRONIC MAIL (E-MAIL) ADDRESS

The Contractor shall establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments in Microsoft, Adobe Acrobat, and other similar formats. Within 10 days after contract award, the Contractor shall provide the Contracting Officer a single (only one) e-mail address for electronic communications from the

Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the

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Section 01 30 00 Page 3

Contractor of base access conditions when emergency conditions warrant, such as hurricanes, terrorist threats, etc. Multiple email address will not be allowed.

It is the Contractor's responsibility to make timely distribution of all

Contracting Officer initiated e-mail with its own organization including field office(s). The Contractor shall promptly notify the Contracting

Officer, in writing, of any changes to this email address.

Attachment 1

Section 01 32 16.00 20 Page 1

SECTION 01 32 00

CONATRUCTION PROJECT AND PROGRESS DOCUMENTATION

11/09

Pursuant to Contract Clause "FAR 52.236-15, Schedules for Construction

Contracts," a Project Schedule as described below shall be prepared.

Scheduling of construction shall be the responsibility of the Contractor.

Contractor management personnel shall actively participate in the development and maintenance of the schedule. The approved schedule shall be used to measure the progress of work, to aid in evaluating time extensions, and to provide the basis of all progress payments. This schedule shall provide a reasonable sequence of activities throughout the entire project.

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:

Project schedule; G, Initial Contract Progress Report (AF IMT 3065); G, Initial Contract Progress Schedule (AF IMT 3064); G, SD-07 Certificates

Monthly Contract Progress Report (AF IMT 3065); G

Monthly Contract Progress Schedule (AF IMT 3064); G

1.2 GENERAL REQUIREMENT

1.2.1 The Project Schedule shall be submitted for approval within 15 calendar days after the Notice to Proceed (NTP) has been acknowledged.

Construction activities will be interrelated on a single schedule that represents the entire project duration from project award to completion.

1.2.2 Submittals and Procedures

Submit schedule and updates in hard copy and on electronic media acceptable to the Contracting Officer. Submittals shall be understood to be the

Contractor's certification that the submitted schedule meets all requirements of the Contract documents, represents the Contractor's plan on

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Section 01 32 16.00 20 Page 2 how the work shall be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

1.2.3 Project Schedule Updates

The Project Schedule shall be kept current, reflecting actual activity progress and plan for completing the remaining work. Updated Project

Schedules shall be submitted for Government approval upon request of the

Contracting Officer or in conjunction with any Contractor requests for additional time. Submit copies of purchase orders and confirmation of delivery dates as directed by the Contracting Officer.

1.3 BASIS FOR PAYMENT

The Project Schedule shall be the basis for measuring Contractor progress.

Lack of an approved schedule will result in an inability of the Contracting

Officer to evaluate the Contractor's progress for the purposes of payment.

Failure of the Contractor to provide all required information will result in the disapproval of the preliminary, initial and subsequent schedule updates.

In the event schedule revisions are directed by the Contracting Officer and those revisions have not been included in subsequent revisions or updates, the Contracting Officer may hold retainage up to the maximum allowed by contract, each payment period, until such revisions to the Project Schedule have been made.

Review comments made by the Government on the Contractor’s schedule(s) will not relieve the Contractor from compliance with the requirements of the

Contract Documents. The Contractor is responsible for scheduling, sequencing and prosecuting work to comply with the requirements of the

Contract Documents. Government acceptance extends only to the activities of the Contractor’s schedule that the Government has been assigned responsibility and agrees it is responsible. Comments offered on other parts of the schedule, to which the Contractor is assigned responsibility, are offered as a courtesy and are not conditions of Government acceptance;

but are for the general conformance with established industry scheduling concepts.

1.4 PROGRESS DOCUMENTATION

1.4.1 Contract Progress Reports

Prior to commencement of work, submit the Initial Contract Progress Report

(AF IMT 3065). The number of line items on the Contract Progress Schedule shall appropriately reflect the sequence of the work, phasing requirements and other project constraints. At a minimum, the Contract Progress Report shall include a line item for each Definable Feature of Work. Once the

Initial Contract Progress Report has been approved by the Contracting

Officer, submit updated Monthly Contract Progress Reports (AF IMT 3065) for

Government approval for the duration of the contract.

1.4.2 Contract Progress Schedules

Prior to commencement of work, submit the Initial Contract Progress Schedule

(AF IMT 3064). Work elements shall be identical to the elements listed on the Contract Progress Report (AF IMT 3065) and the overall progress schedule

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Section 01 32 16.00 20 Page 3 shall reflect the more detailed Project Schedule. Once the Initial Contract

Progress Schedule has been approved by the Contracting Officer, submit updated Monthly Contract Progress Schedules (AF IMT 3064) for Government approval for the duration of the contract.

Not used.

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Section 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections. Submittals are identified by Submittal Description (SD) numbers and titles as follows:

Submittals which are required prior to commencing work on site.

Certificates of insurance

Surety bonds

List of proposed subcontractors

Construction initial Progress Schedule

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.

SD-03 Product Data

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

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

SD-05 Design Data

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

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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 Material Safety Data Sheets concerning impedances, 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

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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.

1.1.2 Approving Authority

Office or designated person authorized to approve submittal.

1.1.3 Work

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

1.2 SUBMITTALS

approval.

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.4 FORWARDING SUBMITTALS REQUIRING GOVERNMENT APPROVAL

1.4.1 Submittals Required from the Contractor

As soon as practicable after award of contract, and before procurement of fabrication, forward to the Contracting Officer submittals required in the technical sections of this specification, including shop drawings, product data and samples. One copy of the transmittal form for all submittals shall be forwarded to the Contracting Officer.

JBC will review and approve for the Contracting Officer those submittals reserved for Contracting Officer approval to verify submittals comply with the contract requirements.

1.4.1.1 O&M Data

JBC will review and approve for the Contracting Officer 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.

a. 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.

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1.5 PREPARATION

1.5.1 Transmittal Form

Transmit each submittal, except sample installations and sample panels to office of approving authority. Transmit submittals with transmittal form prescribed by Contracting Officer and standard for project. On the transmittal form identify Contractor, indicate date of submittal, and include information prescribed by transmittal form and required in paragraph entitled

"Identifying Submittals." Process transmittal forms to record actions regarding samples.

1.5.2 Identifying Submittals

When submittals are provided by a Subcontractor, the Prime Contractor is to prepare, review and stamp with Contractor's approval all specified submittals prior to submitting for Government approval.

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

a. Project title and location

b. Construction contract number

c. Date of the drawings and revisions

d. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other subcontractor associated with the submittal

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

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

g. When a resubmission, add alphabetic suffix on submittal description, for example, submittal 2 would become 2A, to indicate resubmission

h. Product identification and location in project

1.5.3 Format for SD-02 Shop Drawings

a. Shop drawings are not to be less than 8 1/2 by 11 inches nor more than 30 by 42 inches, except for full size patterns or templates.

Prepare drawings to accurate size, with scale indicated, unless other form is required. Drawings are to be suitable for reproduction and be of a quality to produce clear, distinct lines and letters with dark lines on a white background.

b. Present A4 8 1/2 by 11 inches sized shop drawings as part of the bound volume for submittals required by section. Present larger drawings in sets.

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c. Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph entitled "Identifying Submittals."

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

e. Reserve a blank space, no smaller than 3 inches on the right hand side of each sheet for the Government disposition stamp.

f. Dimension drawings, except diagrams and schematic drawings; prepare drawings demonstrating interface with other trades to scale. Use the same unit of measure for shop drawings as indicated on the contract drawings. Identify materials and products for work shown.

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

1.5.4 Format of SD-03 Product Data and SD-08 Manufacturer's Instructions

a. Present product data submittals for each section as a complete, bound volume. Include table of contents, listing page and catalog item numbers for product data.

b. Indicate, by prominent notation, each product which is being submitted; indicate specification section number and paragraph number to which it pertains.

c. Supplement product data with material prepared for project to satisfy submittal requirements for which product data does not exist. Identify this material as developed specifically for project, with information and format as required for submission of

SD-07 Certificates.

d. Provide product data in metric dimensions. Where product data are included in preprinted catalogs with English units only, submit metric dimensions on separate sheet.

e. Include the manufacturer's name, trade name, place of manufacture, and catalog model or number on product data. Also include applicable federal, military, industry and technical society publication references. Should manufacturer's data require supplemental information for clarification, submit as specified for

SD-07 Certificates.

f. Where equipment or materials are specified to conform to industry and technical society reference standards of the organizations such as American National Standards Institute (ANSI), ASTM International

(ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), and Association of Edison

Illuminating Companies (AEIC), submit proof of such compliance.

The label or listing by the specified organization will be

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Section 01 33 00 Page 6 acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the

Contracting Officer. State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.

g. Collect required data submittals for each specific material, product, unit of work, or system into a single submittal and marked for choices, options, and portions applicable to the submittal.

Mark each copy of the product data identically. Partial submittals will not be accepted for expedition of construction effort.

h. Submit manufacturer's instructions prior to installation.

1.5.5 Format of SD-05 Design Data and SD-07 Certificates

Provide design data and certificates on 8 1/2 by 11 inches paper.

Provide a bound volume for submittals containing numerous pages.

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

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

b. Indicate by prominent notation, each report in the submittal.

Indicate specification number and paragraph number to which it pertains.

1.5.7 Format of SD-10 Operation and Maintenance Data (O&M)

Comply with the requirements specified in Section 01 78 23

OPERATION AND MAINTENANCE DATA for O&M Data format.

1.5.8 Format of SD-01 Preconstruction Submittals and SD-11 Closeout

Submittals

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

b. Provide all dimensions in administrative submittals in metric.

Where data are included in preprinted material with English units only, submit metric dimensions on separate sheet.

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of Copies of SD-02 Shop Drawings

Submit three copies of submittals of shop drawings requiring review and approval by Contracting Officer.

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

Instructions

Submit in compliance with quantity requirements specified for shop drawings.

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

Submit in compliance with quantity requirements specified for shop drawings.

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

Reports

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

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

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

1.6.6 Number of Copies of SD-01 Preconstruction Submittals and SD-11

Closeout Submittals

Unless otherwise specified, submit three sets of administrative submittals.

1.7 VARIATIONS / SUBSTITUTION REQUESTS

Variations from contract requirements require Government approval pursuant to contract Clause FAR 52.236-21 and will be considered where advantageous to Government.

1.7.1 Considering Variations

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

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.

1.7.2 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.

1.7.3 Warranting That Variations Are Compatible

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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.

1.7.4 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.

1.8 SCHEDULING

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

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

b. Submittals called for by the contract documents will be listed on the register. If a submittal is called for but does not pertain to the contract work, the Contractor is to include the submittal in the register and annotate it "N/A" with a brief explanation.

Approval by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but which have been omitted from the register or marked "N/A".

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

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

e. Except as specified otherwise, allow review period, beginning with receipt by approving authority, that includes at least 15 working days for submittals for QC Manager 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 QC organization.

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

1.9 DISAPPROVED OR REJECTED SUBMITTALS

Contractor shall make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications; notice as required under the clause entitled, "Changes" is

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Section 01 33 00 Page 9 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.

1.10 APPROVED/ACCEPTED SUBMITTALS

The Contracting Officer's approval or acceptance of submittals is not 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 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 design, dimensions, all design extensions, such as the design of adequate connections and details, etc., 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…