Attachment_A_-_Specifications.pdf

Campus Carpet Replacement Phase II CAMPUSCARPETII

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 33 00 SUBMITTAL PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

DIVISION 09 - FINISHES

09 68 00 CARPETING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The National Conservation Training Center (NCTC) is an active training facility for the U.S. Fish and Wildlife Service. The NCTC site is a campus setting with multiple buildings, which include lodges, offices, training rooms, a large auditorium, a laboratory, dining facilities, gymnasium, operations support, etc.

This project consists of removing and replacing carpet on the ground floor hallways of Lodges H1 (Aldo Leopold Lodge) and H3 (Rachel Carson Lodge), and replacing carpet on the ground floor hallways, 1st floor hallways, and 2nd floor hallways of Lodges H2 (Ding Darling Lodge) and H4 (Murie Lodge).

This project also consists of removing and replacing carpet in the 2nd floor main entrance foyer of Instructional East, the second floor foyer of the Director's corridor in Instructional West, and the auditorium foyer located in Entry Auditorium.

All work shall be performed as described in the construction documents.

1.1.2 Location

The work is located at the National Conservation Training Center, 698 Conservation Way, Shepherdstown, WV, as indicated.

1.2 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract.

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 will 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 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the

SECTION 01 11 00 Page 1 property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located within 1 mile of the construction site.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

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SECTION 01 11 00 Page 2

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

List of Contact Personnel; G

Personnel List; G

1.2 GENERAL FACILITY HOURS, ACCESS AND COORDINATION

a. Buisness Hours: NCTC is an active training campus. Normal facility business hours are between 8:00 am and 5:00 pm, Monday through Friday, excluding Government holidays.

b. Access: The Contractor, subcontractor, and all employees shall stop and check in with the guard on duty at the Guard Station every time they come on campus.

c. The schedule and sequencing of all work shall be closely coordinated with the Contracting Officer.

1.3 SPECIAL SCHEDULING REQUIREMENTS

a. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work.

b. Buildings will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

c. Permission to interrupt any public or private roads, railroads, or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

d. Work within the hallways of Housing (Lodges) 1 through 4 shall be performed during times when the particular floor is not occupied by students, or on closed weekends, and shall be strictly coordinated with the C.O.R.

e. Work within Instructional East, Instructional West, and Entry Auditorium may be performed after normal business hours, or on a weekend, unless other arangements are pre-planned by the COR. Office furniture, i.e. bookcases, desks, credenzas, chairs, etc. will need to be temporarily moved/relocated by the contractor, and replaced in the

SECTION 01 14 00 Page 1 original configuration upon completion of the installation. Personal items and electronics, i.e. computers, monitors, printers, etc. will be removed by others prior to contractor participation.

1.4 CONTRACTOR ACCESS AND USE OF PREMISES

1.4.1 Activity Regulations

Ensure that Contractor personnel employed on the project become familiar with and obey NCTC regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

a. Emergency Contacts: Provide a list of contact personnel of the Contractor and subcontractors including 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.

b. Identification Badges and Access: Submit a personnel list(access roster). Access will be granted based on the access roster and an official photo identification via a state issued driver's license or other means of identification as approved by the Contracing Officer.

The Contractor shall provide the Contracting Officer with an updated access roster as necessary.

d. Vehicle Identification: The Contractor and subcontractor(s) shall have signage (magnetic ok) on each side of vehicles, clearly identifying the associated company.

d. No Smoking Policy: Smoking is prohibited within and outside of all buildings at NCTC, 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.

1.4.2 Contractor Work Outside of Normal Buisness Hours

The contractor's work hours are constrained by the facility business hours as noted above. However, these constraints on the contractor's activities are governed by the actual work being performed, and how that may disturb the guests, rather than the actual hours of operations. Any work that involves loud or continuous noise shall be scheduled outside of operational hours. This could include activities such as excavation equipment, saw cutting, compaction, demolition hammers, mortar mixers close to the work areas, etc. Work to be scheduled outside of normal buisness hours shall be closely coordinated with the Contracting Officer.

1.4.3 Special Requirements

a. Facility Events: From time-to-time there are various public events held at the facility. Contractor shall adjust his work schedule and work areas as directed by the Government.

SECTION 01 14 00 Page 2

b. Facility Restrooms - Use of the building restrooms are a priviledge.

Inappropriate use will result in loss of use and contractor shall provide portable toilets for their use.

c. The dining facility and other amenities are not available for Contractor use.

d. No parking in fire lanes. Fire lanes can be used for access into the building for the delivery of material only. Vehicles shall be removed immediately after the delivery is complete.

e. Drive and park only on paved roads and pathways.

f. Parking: Employees shall park at the Support Services parking lot.

Generally, only one (1) vehicle, such as a foreman's vehicle, shall be permitted to park near the worksite.

1.4.4 Storage and Staging Areas

a. There is no storage or staging area within the buildings other than the work area.

b. There is a contracting staging area that is adjacent to Support Services. Storage trailer(s) can be parked here, in area(s) designated by the Contracting Officer.

1.4.5 Building Environment Protection - Source Control

a. Construction and demolition techniques that minimize dust are to be employed as much as possible.

b. Containers of wet products (such as paintes, adhesives and sealants) are to be kept closed or covered as much as possible.

c. Select low VOC construction materials whenever possible.

d. Restrict idling of vehicles.

e. Ensure ventiliation to occupied areas is protected from toxic materials and fumes from vehicles and equipment.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 14 00 Page 3

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Schedule Of Work

1.2 SCHEDULE OF WORK

1.3.1 Submit within 15 days after Notice-To-Proceed a construction progress schedule showing the proposed sequence of construction broken down into the major work activities. The schedule time frame format shall be weekly with the first day of each week indicated. Update monthly.

1.3 SUPERVISION

1.3.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. The Superintendent shall have the authority to act on behalf of the Contractor in all areas, to include schedule and price.

1.3.2 Superintendent Qualifications

The project superintendent shall have a minimum of 5 years experience in construction with at least 2 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar and have experience in the areas of hazard identification and safety compliance.

The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

1.3.2.1 Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.

The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

SECTION 01 30 00 Page 1

1.3.3 Non-Compliance Actions

The Project Superintendent is 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 is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.4 PRECONSTRUCTION

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 value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling, prosecution of the work, and clear expectations in the performance of this contract. Major subcontractors who will engage in the work must also attend.

1.5 PROGRESS & COORDINATION MEETINGS

Coordination meetings shall be held as requested by either the Government or the Contractor. The intent of the meeting shall be to discuss the progress of work, schedule, work hours, potential changes, etc.

The Government may choose to schedule recurring progress/coordination meetings on a weekly or biweekly basis.

1.6 HOUSEKEEPING

a. The General Contractor and all subcontractors are to remove dust, debris and other waste from the job site on a daily basis.

b. Waste is to be properly bagged and stored for removal in a timely manner.

c. A wetting agent is to be used ot suppress dust where possible.

d. All interior absorptive materials are to be protected from moisture and inspected for signs of moisture damage prior to installation.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 30 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

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

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

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

The contractor shall check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders;

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

and other such required submittals.

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

A submittal register showing items of equipment and materials for when submittals are required by the specifications is provided in the attached Submittal Register".

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

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

1.2.2 Approving Authority

Office or designated person authorized to approve submittal.

1.2.3 Work

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

SECTION 01 33 00 Page 1

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

Submittals are classified as follows:

1.4.1 Government Approved Submittals (G)

Within the terms of the Contract Clause 52.236-21 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, these are considered to be "shop drawings."

1.4.2 For Information Only Submittals (FIO)

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

1.5 PREPARATION

1.5.1 Transmittal Form

Use the sample transmittal form, Eng Form 4025-R, at the end of this specification section, for submitting both Government approved and information only submittals. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.5.2 Electronic File Format

Provide submittals in electronic format, with the exception of material samples required for SD-04 Samples items. In addition to the electronic submittal, provide two (2) hard copies of the submittals. These hard copies will be retained by the Government. If the contractor wants hard copies returned, these must be provided in the quantity desired to be returned - not to exceed four (4) each. Compile the submittal file as a single, complete document, to include the Transmittal Form described within. Name the electronic submittal file specifically according to its contents, coordinate the file naming convention with the Contracting Officer. Electronic files must be of sufficient quality that all information is legible. Use PDF as the electronic format, unless otherwise specified or directed by the Contracting Officer. Generate PDF files from original documents with bookmarks so that the text included in the PDF file is both searchable and can be copied. If documents are scanned, Optical Character Resolution (OCR) routines are required. Index and bookmark files exceeding 30 pages to allow efficient navigation of the file. When required, the electronic file must include a valid electronic signature, or scan of a signature.

SECTION 01 33 00 Page 2

Email electronic submittal documents fewer than 10MB to an email address as directed by the Contracting Officer. Provide electronic documents over 10MB on an optical disc, or through a secure electronic file sharing system.

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of Samples SD-04 Samples

a. Submit one sample, or one set of samples showing range of variation, of each required item. The sample or set of samples will be retained by approving authority.

b. Submit one sample panel or provide one sample installation where directed. Include components listed in technical section or as directed.

c. Submit one sample installation, where directed.

d. Submit one sample of non-solid materials.

1.6.2 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.

1.7 INFORMATION ONLY SUBMITTALS

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

The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work;

and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

1.8 SUBMITTAL REGISTER

See Submittal Register, at the end of this specification section, for a submittal register showing items of equipment and materials for which submittals are required by the specifications. Prepare and maintain the submittal register, as the work progresses. Do not change data which is output in columns (c), (d), (e), and (f) as delivered by Government; retain data which is output in columns (a), (g), (h), and (i) as approved. This list may not be all inclusive and additional submittals may be required.

The Government will provide the initial submittal register in electronic format with the following fields completed, to the extent that will be required by the Government during subsequent usage.

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

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

SECTION 01 33 00 Page 3

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

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

1.8.1 Use of Submittal Register

Submit submittal register. Submit project schedule. Verify that all submittals required for project are listed and add missing submittals.

Coordinate and complete the following fields on the register submitted with the QC plan and the project schedule:

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

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

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

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

1.8.2 Contractor Use of Submittal Register

Update the following fields with each submittal throughout contract.

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

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

Column (l) List date of submittal transmission.

Column (q) List date approval received.

1.8.3 Approving Authority Use of Submittal Register

Update the following fields in the program utilized by Contractor.

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

Column (l) List date of submittal receipt.

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

Column (q) List date returned to Contractor.

1.8.4 Copies Delivered to the Government

Deliver one copy of submittal register updated by Contractor to Government

SECTION 01 33 00 Page 4 with each invoice request.

1.9 VARIATIONS

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

1.9.1 Considering Variations

Discussion with Contracting Officer prior to submission will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP), see clause 52.248-3..

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

1.9.2 Proposing Variations

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

Clearly mark the proposed variation in all documentation.

Check the column "variation" of ENG Form 4025 for submittals which include proposed deviations requested by the Contractor. Set forth in writing the reason for any deviations and annotate such deviations on the submittal.

The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.

1.9.3 Warranting that Variations are Compatible

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

1.9.4 Review Schedule Extension

In addition to normal submittal review period, a period of 14 calendar days will be allowed for consideration by the Government of submittals with variations.

1.10 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

SECTION 01 33 00 Page 5 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."

1.11 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, the Government will:

a. Note date on which submittal was received.

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

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

Upon completion of review of submittals requiring Government approval, stamp and date submittals. Two copies of the submittal will be retained by the Contracting Officer and zero copies of the submittal will be returned to the Contractor, unless additonal hard copies have been provided for this purpose.

1.11.1 Review Notations

Contracting Officer review will be completed no later than 20 calendar days after receipt by the Government. Submittals will be returned to the Contractor with the following notations:

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

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

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

d. Submittals marked "not reviewed" will indicate submittal has been

SECTION 01 33 00 Page 6 previously reviewed and approved, is not required, does not have evidence of being reviewed and approved by Contractor, or is not complete. A submittal marked "not reviewed" will be returned with an explanation of the reason it is not reviewed. Resubmit submittals returned for lack of review by Contractor or for being incomplete, with appropriate action, coordination, or change.

1.12 DISAPPROVED OR REJECTED 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; notice as required under the FAR clause entitled CHANGES, is to be given to the Contracting Officer. Contractor is responsible for the dimensions and design of connection details and construction of work. Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, 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.

1.13 APPROVED/ACCEPTED SUBMITTALS

The Contracting Officer's approval or acceptance of submittals is not to be construed as a complete check.

Approval or acceptance will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor is responsible for the project quality control.

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.

1.14 APPROVED SAMPLES

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

Match the approved samples for materials and equipment incorporated in the work. If requested, approved samples, including those which may be damaged in testing, will be returned to the Contractor, at his expense, upon completion of the contract. Samples not approved will also be returned to the Contractor at its expense, if so requested.

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

Samples of various materials or equipment delivered on the site or in place

SECTION 01 33 00 Page 7 may be taken by the Contracting Officer for testing. Samples failing to meet contract requirements will automatically void previous approvals.

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

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

1.15 STAMPS

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

SECTION 01 33 00 Page 8

| CONTRACTOR |

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

| SIGNATURE: __________________________________________________________ |

| TITLE: ______________________________________________________________ |

| DATE: _______________________________________________________________ |

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PART 3 EXECUTION

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SECTION 01 33 00 Page 9

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

Campus Carpet Project 2017

01 14 00 SD-01 Preconstruction Submittals

1.4.1 GList of Contact Personnel

1.4.1 GPersonnel List

01 30 00 SD-01 Preconstruction Submittals 1.2Schedule Of Work

01 33 00 SD-01 Preconstruction Submittals

1.8 GSubmittal Register

09 68 00 SD-03 Product Data

2.1 GCarpet

2.4 GMoldings

SD-04 Samples

2.1 GCarpet

2.4 GMoldings

SD-06 Test Reports

3.2 GMoisture and Alkalinity Tests

SD-08 Manufacturer’s Instructions 3.1Surface Preparation 3.5Installation

SD-10 Operation and Maintenance Data

2.1 GCarpet

3.6 GCleaning and Protection

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

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

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

PART 1 GENERAL

1.1 REFERENCES

Various publications are referenced in other sections of the specifications to establish requirements for the work. These references are identified in each section by document number, date and title. The document number used in the citation is the number assigned by the standards producing organization (e.g. ASTM B564 Standard Specification for Nickel Alloy Forgings). However, when the standards producing organization has not assigned a number to a document, an identifying number has been assigned for reference purposes.

1.2 ORDERING INFORMATION

The addresses of the standards publishing organizations whose documents are referenced in other sections of these specifications are listed below, and if the source of the publications is different from the address of the sponsoring organization, that information is also provided.

AMERICAN ASSOCIATION OF TEXTILE CHEMISTS AND COLORISTS (AATCC)

1 Davis Drive P.O. Box 12215 Research Triangle Park, NC 27709-2215 Ph: 919-549-8141 Fax: 919-549-8933 Internet: http://www.aatcc.org

ASTM INTERNATIONAL (ASTM)

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

CARPET AND RUG INSTITUTE (CRI)

P.O. Box 2048 Dalton, GA 30722-2048 Ph: 706-278-3176 Fax: 706-278-8835 Internet: http://www.carpet-rug.com

PART 2 PRODUCTS

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PART 3 EXECUTION

Not used

SECTION 01 42 00 Page 1

SECTION 09 68 00

CARPETING

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN ASSOCIATION OF TEXTILE CHEMISTS AND COLORISTS (AATCC)

AATCC 107 (2013) Colorfastness to Water

AATCC 134 (2011; E 2013) Electrostatic Propensity of Carpets

AATCC 16 (2004; E 2008; E 2010) Colorfastness to Light

AATCC 165 (2013) Colorfastness to Crocking: Textile Floor Coverings - Crockmeter Method

AATCC 174 (2011) Antimicrobial Activity Assessment of Carpets

ASTM INTERNATIONAL (ASTM)

ASTM D1335 (2012) Standard Test Method for Tuft Bind of Pile Yarn Floor Coverings

ASTM D297 (2015) Rubber Products - Chemical Analysis

ASTM D3676 (2013) Rubber Cellular Cushion Used for Carpet or Rug Underlay

ASTM D5793 (2013) Binding Sites Per Unit Length or Width of Pile Yarn Floor Coverings

ASTM D5848 (2010; E 2010) Mass Per Unit Area of Pile Yarn Floor Coverings

ASTM D6859 (2011) Standard Test Method for Pile Thickness of Finished Level Pile Yarn Floor Coverings

CARPET AND RUG INSTITUTE (CRI)

CRI CIS (2011) Carpet Installation Standard

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When

SECTION 09 68 00 Page 1 used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Carpet; G Moldings; G

SD-04 Samples

Carpet; G Moldings; G

SD-06 Test Reports

Moisture and Alkalinity Tests; G

SD-08 Manufacturer's Instructions

Surface Preparation Installation

SD-10 Operation and Maintenance Data

Carpet; G Cleaning and Protection; G

1.3 QUALITY ASSURANCE

Provide the Carpet and Rug Institute (CRI) Indoor Air Quality (IAQ) label for carpet, carpet cushion, and adhesives or demonstrate compliance with testing criteria and frequencies through independent laboratory test results. Carpet, carpet cushion, and adhesives bearing the label indicate that the carpet has been tested and meets the regulatory requirement and criteria of the CRI IAQ Carpet Testing Program, and minimizes the impact on indoor air quality. Submit certificates, showing conformance with the referenced standards contained in this section, for the following: Carpet, Carpet Cushion and Molding. Include in the report percentage of post-industrial and post-consumer recycled material.

1.4 DELIVERY, STORAGE, AND HANDLING

Deliver materials to the site in the manufacturer's original wrappings and packages clearly labeled with the manufacturer's name, brand name, size, dye lot number, and related information. Remove materials from packaging and store them in a clean, dry, well ventilated area protected from damage, soiling, and moisture, and maintain at a temperature above 60 degrees F for 2 days prior to installation. Do not store carpet near materials that may off gas or emit harmful fumes, such as kerosene heaters, fresh paint, or adhesives.

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1.5 AMBIENT CONDITIONS

Maintain areas in which carpeting is to be installed at a temperature above 60 degrees F and below 90 degrees F for 2 days before installation, during installation, and for 2 days after installation. Provide temporary ventilation during work of this section. Maintain a minimum temperature of 55 degrees F thereafter for the duration of the contract.

1.6 WARRANTY

Provide manufacturer's standard performance guarantees or warranties including minimum ten year wear warranty, two year material and workmanship and ten year tuft bind and delamination warranty, unless noted otherwise, below.

PART 2 PRODUCTS

2.1 CARPET

Furnish first quality carpet; free of visual blemishes, streaks, poorly dyed areas, fuzzing of pile yarn, spots or stains, and other physical and manufacturing defects. Provide carpet materials and treatments as reasonably nonallergenic and free of other recognized health hazards.

Provide a static control construction on all grade carpets which gives adequate durability and performance. Submit manufacturer's catalog data and printed documentation stating physical characteristics, durability, resistance to fading, and flame resistance characteristics for each type of carpet material and installation accessory. Submit manufacturer's catalog data for 1) Carpet, 2) Carpet Cushion, and 3) Moldings. Also, submit samples of the following:

a. Carpet: One "Production Quality" samples 24 by 24 inches of each carpet proposed for use, showing quality, pattern, and color specified

b. Moldings: One pieces of each type at least 12 inches long

2.1.1 Broadloom Carpet

2.1.1.1 Carpet Construction

Tufted

2.1.1.2 Pile Type

Pattern Loop Cut and loop

2.1.1.3 Pile Fiber

Commercial 100 percent branded (federally registered trademark) nylon continuous filament.

2.1.1.4 Gauge or Pitch

Minimum 1/10 inch in accordance with ASTM D5793

2.1.1.5 Stitches or Rows/Wires

Minimum 11 per square inch

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2.1.1.6 Surface Pile Weight

Minimum 26 ounces per square yard. This does not include weight of backings. Determine weight in accordance with ASTM D5848.

2.1.1.7 Pile Thickness

Minimum 0.133 inch in accordance with ASTM D6859

2.1.1.8 Pile Density

Minimum 7,000 oz/sq. yd.

2.1.1.9 Dye Method

54% Solution dyed, 46% Yarn (or Skein) dyed

2.1.1.10 Backing Materials

Provide primary backing materials and secondary backing to suit project requirements of those customarily used and accepted by the trade for each type of carpet.

2.1.1.11 Attached Cushion

Provide an attached cushion mechanically frothed polyurethane with minimum weight of 22 oz/sq. yard, minimum density of 14 lb/cubic foot, minimum thickness of 0.100 inch, and maximum compression resistance of 5 psi, and compression set of 15 percent in accordance with ASTM D3676. Do not exceed the maximum ash content of 50 percent when tested in accordance with ASTM D297. Pass the accelerated aging test in accordance with ASTM D3676 for the cushion.

2.1.1.12 Basis of Design Product

Shaw Contract, Groundworks III from the Groundworks Collection, #5A090, or approved equal. Color to be selected from submitted samples.

2.1.2 Carpet Tile

2.1.2.1 Carpet Construction

Tufted

2.1.2.2 Pile Type

Multi-level pattern cut/loop

2.1.2.3 Pile Fiber

Commercial 100 percent branded (federally registered trademark) nylon continuous filament.

2.1.2.4 Gauge or Pitch

Minimum 1/10 inch in accordance with ASTM D5793

SECTION 09 68 00 Page 4

2.1.2.5 Stitches or Rows/Wires

Minimum 10 per square inch

2.1.2.6 Surface Pile Weight

Minimum 38 ounces per square yard. This does not include weight of backings. Determine weight in accordance with ASTM D5848.

2.1.2.7 Pile Thickness

Minimum 0.111 inch in accordance with ASTM D6859

2.1.2.8 Pile Density

Minimum 12,000 oz/sq. yd.

2.1.2.9 Dye Method

41% Solution dyed, 59% Yarn (or Skein) dyed

2.1.2.10 Backing Materials

Provide primary backing materials and secondary backing to suit project requirements of those customarily used and accepted by the trade for each type of carpet.

2.1.2.11 Attached Cushion

Provide an attached cushion mechanically frothed polyurethane with minimum weight of 22 oz/sq. yard, minimum density of 14 lb/cubic foot, minimum thickness of 0.100 inch, and maximum compression resistance of 5 psi, and compression set of 15 percent in accordance with ASTM D3676. Do not exceed the maximum ash content of 50 percent when tested in accordance with ASTM D297. Pass the accelerated aging test in accordance with ASTM D3676 for the cushion.

2.1.2.12 Basis of Design Product

Shaw Contract, Chok Tile from the Design Journey, Novice & Master Collection, #5T100, or approved equal. Color to be selected from submitted samples.

2.2 PERFORMANCE REQUIREMENTS - ALL CARPETS

2.2.1 Static Control

Provide static control to permanently regulate static buildup to less than

3.5 kV when tested at 20 percent relative humidity and 70 degrees F in accordance with AATCC 134.

2.2.2 Tuft Bind

Ccomply with ASTM D1335 for tuft bind force required to pull a tuft or loop free from carpet backing with a minimum 8 pound average force for modular carpet tile.

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2.2.3 Colorfastness to Crocking

Comply dry and wet crocking with AATCC 165 and with a Class 4 minimum rating on the AATCC Color Transference Chart for all colors.

2.2.4 Colorfastness to Light

Comply colorfastness to light with AATCC 16, Test Option E "Water-Cooled Xenon-Arc Lamp, Continuous Light" and with a minimum 4 grey scale rating after 40 hours.

2.2.5 Colorfastness to Water

Comply colorfastness to water with AATCC 107 and with a minimum 4.0 gray scale rating and a minimum 4.0 transfer scale rating.

2.2.6 Delamination Strength

Provide delamination strength for tufted carpet with a secondary back of minimum 2.5 lbs/inch.

2.2.7 Antimicrobial

Nontoxic antimicrobial treatment in accordance with AATCC 174 Part I (qualitative), guaranteed by the carpet manufacturer to last the life of the carpet.

2.3 ADHESIVES AND CONCRETE PRIMER

Comply with applicable regulations regarding toxic and hazardous materials.

2.4 MOLDINGS

Install carpet moldings where floor covering material changes or carpet edge does not abut a vertical surface. Provide floor flange of a minimum 1 1/2 inches wide. Provide color as selected by Contracting Officer.

2.5 COLOR, TEXTURE, AND PATTERN

Provide color, texture, and pattern as selected by the Contracting Officer.

PART 3 EXECUTION

3.1 SURFACE PREPARATION

Remove all existing carpet, and associated adhesives, that is identified to be replaced in the construction documents.

Do not install carpet on surfaces that are unsuitable and will prevent a proper installation. All existing subfloors are concrete. Prepare subfloor in accordance with flooring manufacturer's recommended instructions. Repair holes, cracks, depressions, or rough areas using material recommended by the carpet or adhesive manufacturer. Free floor of any foreign materials and sweep clean. Before beginning work, test subfloor with glue and carpet to determine "open time" and bond. Submit two copies of the manufacturer's printed installation instructions for the carpet, including preparation of substrate, seaming techniques, and

SECTION 09 68 00 Page 6 recommended adhesives and tapes.

3.2 MOISTURE AND ALKALINITY TESTS

Test concrete slab for moisture content and excessive alkalinity in accordance with CRI CIS. Submit three copies of test reports of moisture and alkalinity content of concrete slab stating date of test, person conducting the test, and the area tested.

3.3 EXISTING THRESHOLDS AND TRANSITIONS

All existing marble, vinyl and aluminum thresholds shall be reused.

Carpet-to-carpet transitions at doors shall occur directly beneath the door, and shall be mated precisely with the abuting carpet. The surface below the transition shall not be visible.

3.4 PREPARATION OF CONCRETE SUBFLOOR

Prepare the concrete surfaces in accordance with the carpet manufacturer's instructions for carpet replacements on existing concrete floors.. Match carpet, when required, and adhesives to prevent off-gassing to a type of curing compounds, leveling agents, and concrete sealer.

3.5 INSTALLATION

Perform all work by manufacturer's approved installers. Conduct installation in accordance with the manufacturer's printed instructions and CRI CIS. Protect edges of carpet meeting hard surface flooring and existing carpet to remain with molding and install in accordance with the molding manufacturer's printed instructions. Follow ventilation, personal protection, and other safety precautions recommended by the adhesive manufacturer. Continue ventilation during installation and for at least 72 hours following installation. Do not permit traffic or movement of furniture or equipment in carpeted area for 24 hours after installation. Complete other work which would damage the carpet prior to installation of carpet.

3.6 CLEANING AND PROTECTION

Submit three copies of carpet manufacturer's maintenance instructions describing recommended type of cleaning equipment and material, spotting and cleaning methods, and cleaning cycles.

3.6.1 Cleaning

After installation of the carpet, remove debris, scraps, and other foreign matter. Remove soiled spots and adhesive from the face of the carpet with appropriate spot remover. Cut off and remove protruding face yarn. Vacuum carpet clean.

3.6.2 Protection

Protect the installed carpet from soiling and damage with heavy, reinforced, nonstaining kraft paper, plywood, or hardboard sheets. Lap and secure edges of kraft paper protection to provide a continuous cover.

Restrict traffic for at least 48 hours. Remove protective covering when directed by the Contracting Officer.

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3.7 DISPOSAL

Remove used carpet in large pieces, roll tightly, and pack neatly in a container. Remove adhesive according to recommendations of the Carpet and Rug Institute (CRI). Adhesive removal solvents shall comply with CRI CIS.

All debris, rubbish, scrap, and other nonsalvageable materials resulting from removal operations shall be disposed of off-site in accordance with all applicable federal, state and local regulations.

3.8 MAINTENANCE

3.8.1 Extra Materials

Provide extra material from same dye lot. Provide a minimum of 5% percent of total square yards of each broadloom carpet type, pattern, and color.

Provied an extra 40 SY of carpet tile from the same dye lot as those tiles installed as part of the work of this project.

SECTION 09 68 00 Page 8