1C1902122P_Specifications_-_BLDG_6940_Replace_Chiller.pdf

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Replace Chiller, Building 6940 Federal contract opportunity
Solicitation number
W91151-13-T-0010
Issued by
Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood

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Exhibit B - Specifications

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Headquarters III Corps, Fort Hood Directorate of Public Works (DPW)

Technical Exhibit “A”

Replace Chiller

BLDG 6940

SPECIFICATIONS

11 October 2012

For Bidding Purposes Only

Directorate of Public Works Engineering Division

US Army, III Corps 4612 Engineer Dr.

Fort Hood, TX 76544

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 3 PAGES

Replace Chiller BLDG 6940

01 32 01.00 10 SD-01 Preconstruction Submittals 3.4Project Schedule

01 35 23.00 40 SD-01 Preconstruction Submittals 1.3.1Contractor's Health and Safety

Plan SD-06 Test Reports

1.14Gas Protection SD-07 Certificates

1.3.2Protection Plan 1.11License Certificates

01 35 29 SD-01 Preconstruction Submittals Activity Hazard Analysis Crane Critical Lift Plan Crane Operators Confined Space Entry Permit

SD-06 Test Reports Accident Reports

1.11.1Regulatory Citations and Violations

01 45 01.00 20 SD-03 Product Data 3.2Contractor Quality Control Plan

(QCP)

01 57 20.00 10 SD-01 Preconstruction Submittals

Air Program Submittals 3.3.1Contractor Hazardous Material

Inventory and Consumption Log

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)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 3 PAGES

01 57 20.00 10 Appointment of an Environmental Manager

SD-11 Closeout Submittals 3.3.1Contractor Hazardous Material

Inventory and Consumption Log Air Program Submittals Emission Inventory

3.9.2Weight Tickets 01 77 00 SD-10 Operation and Maintenance

Data Equipment/Product Warranty List

SD-11 Closeout Submittals Certification of EPA Designated Items

Form DD1354 (and Appendix D where applicable)

Videos Final Operation and Maintenance Manuals

Final Record Drawings Inventory of Contractor Furnished and Installed Equipment

23 64 00.00 10 SD-03 Product Data 3.2.1Refrigeration System

SD-10 Operation and Maintenance Data

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

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

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 3 PAGES

23 64 00.00 10 3.6Operation and Maintenance Manuals

23 64 26 SD-03 Product Data 2.6Pumps

SD-08 Manufacturer’s Instructions 3.5Lesson plan for the Instruction

Course SD-10 Operation and Maintenance Data

2.6Pumps 26 20 00 SD-03 Product Data

2.10Switches

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

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

Project Number: 1C1902122P Replace Chiller BLDG 6940 October 11, 2012 For Bidding Purposes Only Technical Exhibit "A"

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 13 SPECIAL PROJECT PROCEDURES

01 35 23.00 40 OWNER SAFETY REQUIREMENTS

01 35 29 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01 45 01.00 20 QUALITY CONTROL (QC)

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 77 00 CLOSEOUT PROCEDURES

01 78 23 OPERATION AND MAINTENANCE DATA

01 80 00 UTILITIES

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 64 00.00 10 LIQUID CHILLERS

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

DIVISION 26 - ELECTRICAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 Project Location

The work shall be located at Bldg 6940, Located near Murphy Loop at Hood Army Airfield, Fort Hood Texas. The exact location will be shown by the Contracting Officer.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

This project is to replace the air cooled chiller and chilled water pump that serve building 6940.

1.2.2 Project Duration

Contract performance period, defined as date of contract award to completion of all contractual obligations is: 180 CALENDAR DAYS.

1.3 CONTRACT DRAWINGS

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

G-101 COVER SHEET

A-101 FLOOR PLAN

D-101 DEMO PLAN

M-101 MECHANICAL PLAN

M-601 MECHANICAL SCHEDULE

One set of solicitation documents, including plans, specifications, and miscellaneous data, will be furnished to the contractor on CD in Adobe PDF format. After award, one set of Adobe PDF contract drawings and PDF specifications, and one set of Microstation format drawings (if available) will be furnished to the Contractor on CD. Reference publications will not be furnished.

Contractor shall immediately check furnished drawings and notify the Government of any discrepancies.

1.4 OCCUPANCY OF PREMISES

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

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 11 00

-- End of Section --

SECTION 01 11 00

SECTION 01 32 01.00 10

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

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

Federal Acquisition Regulation

52.236-15 SCHEDULES FOR CONSTRUCTION CONTRACTS

Federal Acquisition Regulation

52.211-13 TIME EXTENSIONS

1.2 SUBMITTALS

The following shall be submitted in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Schedule

1.3 QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating (activity status) and preparation of reports. The authorized representative shall be experienced in scheduling projects similar in nature and complexity to this project and shall be experienced in the use of the scheduling software that meets the requirements of this specification.

PART 2 PRODUCTS

Not Applicable

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to Special Requirements Section, 00800 PROGRESS SCHEDULES AND REPORTS. Show in the schedule the sequence of work elements in which the Contractor proposes to perform the work, and dates on which the Contractor contemplates starting and completing all schedule activities. The scheduling of the entire project is required. Contractor management personnel shall actively participate in its development. Subcontractors and suppliers working on the project shall also contribute in developing and maintaining an accurate Project Schedule. The schedule must be a forward planning as well as a project monitoring tool. The following information shall be shown at the top of the project schedule (format in

SECTION 01 32 01.00 10

Appendix A):

a. Contract number

b. Contractor's name and address

c. Notice To Proceed (NTP) Date

d. Contract Completion Date

e. Government Project Number

f. Government Project Title

g. Contracting Officer's name, with signature and date approved blocks

h. COR's name, with signature and date approved blocks

i. Contractor Project Manager name, with signature and date approved

j. Cost associated with each work element

k. Percentage of total project cost for each work element

l. Performance period scheduled in bi-weekly periods

3.1.1 Approved Project Schedule

The approved Project Schedule shall be used to measure the performance period of the work and to aid in evaluating time extensions. The schedule shall provide the basis for all progress payments. If the Contractor fails to submit the schedule within the time prescribed, the COR may withhold approval of progress payments until the Contractor submits the required schedule.

3.1.2 Schedule Progress Reports

Provide a bi-weekly Schedule Progress Report in which the performance period coincides with the approved Projects Schedule. The Schedule Progress Report is to be a signed original and two copies. If, in the opinion of the COR, the Contractor falls behind the approved schedule, the Contractor shall take steps necessary to improve its progress including those that may be required by the Contracting Officer, without additional cost to the Government. In this circumstance, the Contracting Officer may require the Contractor to increase the number of shifts, overtime operations, days of work, and/or the amount of construction planned, and to submit for approval any supplementary schedule or schedules as the Contracting Officer deems necessary to demonstrate how the approved rate of progress shall be regained. The following information shall be provided in each progress report(format in Appendix A):

a. Contract number

b. Contractor's name and address

c. Notice To Proceed (NTP) Date

d. Biweekly Report Number (sequential)

e. Contract Completion Date

f. Project Number

g. COR's name, with signature and date approved blocks

h. Contractor Project Manager name, with signature and date approved

i. Performance Period covered

j. Total % actual work completed by work element for contract

k. Total % scheduled work completed by work element for contract

l. If required, narrative justifying deviations from approved schedule

3.1.3 Default Terms

Failure of the Contractor to comply with the requirements of the Contracting Officer shall be grounds for a determination by the Contracting Officer that the Contractor is not prosecuting the work with sufficient diligence to ensure completion within the time specified in the contract.

Upon making this determination, the Contracting Officer may terminate the Contractor's right to proceed with the work, or any separable part of it, in accordance with the default terms of the contract.

3.2 BASIS FOR PAYMENT AND COST LOADING

The Schedule Progress Report shall be used as the basis for determining contract earnings during each update period and therefore the amount of each progress payment. Lack of an approved schedule update or qualified scheduling personnel shall result in an inability of the COR to evaluate contract earned value for the purposes of payment. Failure of the Contractor to provide all required information shall 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 COR may hold retainage up to the maximum allowed by contract, each payment period, until such revisions to the Project Schedule have been made.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

The contractor shall submit a detailed project schedule showing all phases of work in a logical sequence, for approval, within 5 days after the Notice to Proceed and prior to the commencement of any on-site activity. The schedule shall be submitted as three originals signed by the Contractor.

In the event of a contract modification, a revised schedule shall be required.

3.3.1 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to: utility and digging permit inspections, environmental permit approvals by state and federal regulators, access-restricted time periods, utility tie-in, Government Furnished Equipment (GFE), and Notice to Proceed (NTP) for phasing requirements.

3.3.2 Project Start Date

The schedule shall start no earlier than the date on which the NTP was acknowledged. Include as the first activity in the project schedule an activity called "Start Project"(or NTP). The "Start Project" activity shall have an "Estimated Start" constraint date equal to the date that the NTP was acknowledged, and have a zero day duration.

3.3.3 Scheduled Project Completion

The schedule interval shall extend from NTP date to the required contract completion date. The contract completion activity (End Project) shall finish based on the required contract duration, as adjusted for any approved contract time extensions. The first scheduled work period shall be the day after NTP is acknowledged by the Contractor.

3.4 PROJECT SCHEDULE SUBMISSIONS

Provide the submissions as described below. The reports required for each submission are contained in Section 01 33 00 SUBMITTAL PROCEDURES.

3.5 PERIODIC SCHEDULE UPDATE MEETINGS

At the direction of the COR, the Contractor shall conduct periodic schedule update meetings for the purposes of reviewing the Contractor's proposed out of sequence corrections, determining causes for delay, correcting logic, maintaining schedule accuracy and determining earned value.

3.6 REQUEST FOR TIME EXTENSIONS

In the event the Contractor believes it is entitled to an extension of the contract performance period or completion date, the Contractor shall furnish the following information for a determination by the Contracting Officer: justification, project schedule data, and supporting evidence as the Contracting Officer shall deem necessary. Submission of proof of excusable delay, based on revised schedule, duration, and costs (updated to the specific date that the delay occurred), is a condition precedent to any approvals by the Government. All justification documentation must be in writing and signed by a company official approved to commit the Contractor prior to the completion date of the contract.

3.6.1 Justification of Delay

The project schedule shall clearly display that the overall project schedule has been used in full due to the work involved with this request. The Contracting Officer's determination as to the number of allowable days of contract extension shall be based upon the project schedule updates in effect for the time period in question, and other factual information. Actual delays that are found to be caused by the Contractor's own actions, which result in a calculated schedule delay, shall not be a cause for an extension to the completion date.

3.6.2 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This provision is in accordance with FAR 52.211-13 TIME EXTENSIONS. In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

(1) The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

(2) The unusually severe weather must actually cause a delay to the completion of the project and adversely affect activities. The delay must be beyond the control and without fault or negligence of the Contractor.

The following schedule of monthly anticipated adverse weather delays due to precipitation is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and shall constitute the base line for monthly weather time evaluations. The Contractor's project schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

TABLE 3.6.2 MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

KILLEEN, TX AREA (FORT HOOD)

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

4 4 4 4 6 4 3 3 4 4 3 4

Upon acknowledgment of the notice to proceed (NTP) and continuing throughout the contract, the Contractor shall record on the daily inspection report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day.

The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated as shown in table 3.6.2, the Contracting Officer shall convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with FAR 52.211-13 TIME

EXTENSIONS.

-- End of Section --

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

The attached submittal register contains the required items the Contractor shall submit for Government approval. All submittals listed on the submittal register shall require approval by the Government unless otherwise noted. The COR 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 items delivered to the job site.

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

The Contractor's Quality Control Manager (QCM)shall check and approve all items prior to submittal, 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.

All electronic submittals (Disk) shall be on a CD-R disk only and clearly state the Contractor's name, date, contract number and submittal number. A hardcopy ENG FORM 4025 shall accompany the CD-R.

1.1 REFERENCES

Federal Acquisition Regulation

52.243-4 Changes

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

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

SD-01 Preconstruction Submittals

Submittals required prior to a notice to proceed:

Certificates of insurance

Surety bonds

Submittals required prior to the start of construction on a contract:

Construction Project Schedule

SECTION 01 33 00

Submittal register

Health and Safety 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.

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

SD-03 Product Data

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

SD-04 Samples

Physical examples of materials, equipment or workmanship, illustrating functional and aesthetic characteristics of a material, or product; and establish standards by which the work can be judged.

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

SD-05 Design Data

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

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements.

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.

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.

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-09 Manufacturer's Field Reports

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

SD-10 Operation and Maintenance Data

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

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

SD-11 Closeout Submittals

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

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

1.2.2 Approving Authority

Office or designated person authorized to approve submittal (QCM is the only authorized personnel to approve submittals).

1.2.3 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.

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

(a) For Government approval as listed on submittal register (shall be coded as G).

(b) For Information Only as listed on submittal register (shall be coded as FIO).

1.4 FORWARDING SUBMITTALS REQUIRING GOVERNMENT APPROVAL

Submittals Required from the Contractor

Preconstruction submittals - Forward to the assigned COR, submittals required in the technical sections of this specification, as soon as practicable after award of contract, and before procurement of fabrication; except when a specific timeframe is identified in the technical section.

Product and Material submittals - Forward to the assigned COR, all product and material submittals are due within 60 days of contract award and before any preparatory meetings or installation.

O&M Data - The COR shall review and approve for the Contracting Officer O&M Data to verify the submittals comply with the contract requirements.

1.5 PREPARATION

1.5.1 Transmittal Form

Transmit each submittal, except sample installations and sample panels (mock ups) to the COR. Transmit submittals with transmittal form (ENG Form 4025) prescribed by Contracting Officer. On the transmittal form identify Contractor, indicate date of submittal, include a date stamp from the Contracting Officer, and include information prescribed by transmittal form and required in paragraph entitled "Identifying Submittals."

Use the attached Appendix A sample transmittal form (ENG Form 4025) for submitting both Government approved and information only submittals.

1.6 SUBMITTAL REGISTER

Maintain submittal register, as the work progresses. Do not change data which is provided by the Government in columns (c), (d), (e), and (f);

retain and update data which is approved or as noted by Government in columns (a), (g), (h), and (i). A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required.

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

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

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

1.6.1 Use of Submittal Register

Submit submittal register with with each payment requested. Verify that all submittals required for project are listed and add missing submittals.

Coordinate and complete all fields on the register.

1.6.2 Contractor Action Code and Action Code

Entries for columns (j) and (o), are to be used are as prescribed by Transmittal Form.

1.7 SCHEDULING

a. No delay damages or time extensions shall be allowed for time lost in late submittals.

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

c. Prior to the start of any construction, provide for approval by the COR all preconstruction submittals.

d. Within 60 calendar days of contract award, provide for approval by the COR all other product and material submittals to be incorporated into the project.

1.8 REVIEWING, CERTIFYING, APPROVING AUTHORITY

The QC Manager (QCM) is responsible for reviewing and certifying that submittals are in compliance with contract requirements. Contractor approving authority on submittals is the QCM.

1.8.1 QC Organization Responsibilities

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

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

c. Sign certifying statement or approval statement. The QCM is the designated person signing certifying statements. The use of original ink for signatures is required. Stamped signatures are not acceptable.

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

1.8.2 The Contracting Officer's Representative (COR) shall:

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

b. Identify returned submittals with one of the actions defined in paragraph entitled "Review Notations" and with markings appropriate for action indicated.

Upon completion of review of submittals, date approved submittals. Two copies of the approved submittal shall be retained by the COR and one copy of the submittal shall be returned to the Contractor.

1.8.3 Review Notations

COR's review shall be completed within 14 calendar days after date of submission. Submittals shall 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 except as noted on drawings" 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" shall indicate submittal has been previously reviewed and approved, is not required, does not have evidence of being reviewed and approved by Contractor, or is not complete. A submittal marked "not reviewed" shall 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.

1.9 DISAPPROVED SUBMITTALS

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

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 SUBMITTALS

The COR's approval of submittals is not to be construed as a complete and thorough check of the adequacy of the submittal. Approval or acceptance shall not relieve the Contractor of the responsibility for any error which may exist.

1.11 APPROVED SAMPLES

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

Match the approved samples for Materials and equipment incorporated in the work.

Failure of any materials to pass the specified tests shall be sufficient cause for refusal to consider, under this contract, any further samples of the same brand or make of that material.

Samples of various materials or equipment delivered on the site or in place may be taken by the COR for testing. Samples failing to meet contract requirements shall automatically void previous approvals. Contractor shall replace such materials or equipment to meet contract requirements.

1.12 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work shall not be made if required approvals have not been obtained. No payment for materials incorporated in the work shall be made if all required Designer of Record or required Government approvals have not been previously obtained. No payment shall be made for any materials incorporated into the work for any conformance review submittals or information only submittals found to contain errors or deviations from the Contract.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 35 13

SPECIAL PROJECT PROCEDURES

PART 1 GENERAL

This Section covers the project requirements unique to Fort Hood, Texas.

These unique requirements relate to items such as the digging permit process, use of Fort Hood airfields, and Fort Hood permit requirements. No separate payment shall be made for work covered under this section.

1.1 REFERENCES

Texas Administrative Code

Title 30, Part 1, Ch 117, Subchapter D, Rule 117.465 Emission Specifications

Title 30, Part 1, Ch 117, Subchapter D, Rule 117.467 Certification Requirements

Title 25, Part 1, Ch 295, Subchapter C, Rule 295.34 Asbestos Management in Facilities and Public Buildings

Army Regulation 385-11

32 CFR 655.10 Use of Radiation Sources by Non-Army Entities on Army Land

1.2 SUMMARY

The requirements of this Section apply to, and are a component part of, each section of the specifications.

1.3 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES and as applicable:

SD-07 Certificates

a. Digging And Water Use Permits - Digging permits must be obtained prior to any digging, drilling or excavation. See paragraph DIGGING PERMITS for additional information.

b. Fort Hood Airfield Use - Installation Airfield use is prohibited.

c. Certification of Natural Gas Heating Equipment -

The Contractor shall comply with the Texas Commission on Environmental Quality (TCEQ) air emission requirement for water heaters, small boilers and process heaters. Submit a certificate stating that the natural gas-fired heating equipment having a maximum rated capacity of 2.0 million British Thermal Units per hour (MBtu/hr) or less is in compliance with the Nitrogen Oxide limits as specified in Texas Administrative Code (TAC), Title 30, Chapter 117 Control of Pollution From Nitrogen Compounds, SECTION 01 35 13

Subchapter D Small Combustion Sources, Division 1, Water Heaters, Small Boilers, and Process Heaters, Rule 117.465 Emission Specifications and Rule 117.467 Certification Requirements.

d. Certificate of Proof on Asbestos Free Construction Material and Material Safety Data Sheet (MSDS) for Construction Materials and Products; must be for Government Approval -

Submittal of a certificate of proof on asbestos free construction (per TAC 295.34 j) and also on other regulated materials (see SECTION 01 57 20.00 10) shall be provided to the SPW COR and Environmental hazardous materials office. Also include MSDS of all construction materials and products.

e. List of Regulated Material On-site and MSDS - Submittal of regulated materials list and MSDS to DPW COR and ENV office.

1.4 FORT HOOD AIRFIELD ACCESS

Contractors performing work under this contract requiring access to either Hood Army Air Field or Robert Gray Army Air Field must obtain access badges from the COR prior to starting site work. Security of these badges is the responsibility of the General Contractor who shall sign for the badges from the COR. No progress payments greater than 80% shall be approved until all badges are returned to the COR.

1.5 DIGGING PERMITS, STORM WATER, POLLUTION PREVENTION PLAN (SWPPP)

REQUIREMENTS, ARMY RADIATION AND WATER USE PERMITS

1.5.1 Digging Permits

The Contractor shall submit for and obtain digging permits directly from the Fort Hood Post DPW (254-287-9735), immediately upon contract award, before any drilling, digging, or excavation is undertaken.

a. Provide a completed form FHT 200-X10, Coordination for Land Excavation & Water Use, to the DPW building 4612, Fort Hood, Texas for each permit. Allow 30 days for Government review of digging permit requests. A digging permit for a specified area of excavation expires 15 days after the issue date; the Contractor must re-apply for a new permit to perform excavation in the area if the excavation was not started within the 15-day period. The Contractor is required to maintain all utility markings at project site.

b. Permits shall identify all underground utilities within 5 feet of the designated area. The Contractor shall be responsible for all repairs, costs, and damages due to excavating without permit or damaging an identified utility. Unidentified utilities shall be repaired by the Contractor at Government expense.

c. All personnel performing the digging, including all subcontractor personnel must be present at the digging permit inspection. The permit must be kept on-site and presented if requested.

1.5.2 SWPPP Requirement

When contract specifications require a SWPPP in conjunction with digging permit, the Contractor shall submit the SWPPP to the COR within 5 business days of contract award. The Contractor shall respond to all SWPPP comments within 5 business days of notification of comments. A digging permit shall not be issued to the Contractor until the SWPPP is approved by the Government.

1.5.3 Army Radiation Permit

Non-Army agencies (including civilian contractors) require an Army radiation permit (ARP) to use, store, or possess ionizing radiation sources on an Army installation IAW 32 CFR 655.10. The Contractor shall apply by letter with supporting documentation through the COR to the III Corp Safety Office. Submit the letter to the III Corp Safety Office. Allow 30 days for Government review of the application. The permit shall allow the contractor to use, store, or possess ionizing radiation sources for the duration of the task order.

1.5.4 Water Use Permit

All usage of surface water or ground water must be coordinated in writing also using Fort Hood 200-X10 with both the DPW Environmental Management Branch and Natural Resources Management Branch, at least 30 days in advance of such a need. The information required includes the proposed use for the water, estimated dates of the operation, estimated amount of water to be used, and desired locations of the water source.

A temporary water use permit from the TCEQ may also be required. More information regarding a temporary water use permit can be found on the TCEQ home page at www.tceq.state.tx.us. Such permits can be anticipated to take a minimum of 30 days and require an application fee plus other minor application-related expenses.

Any alteration to the stream such as dikes or other modifications involving placing fill in the stream would require a Section 404 Permit application and approval. This process is elaborate and 180 days should be allowed for the process.

1.6 LANDSCAPE FEATURES PRESERVATION, TREE REPLACEMENT, AND NESTING SEASON

Preserve as many trees, shrubs, vines, grasses, land forms and other landscape features as possible at the disturbed site. The preserved items shall be clearly identified by marking, fencing, or wrapping with boards, or any other approved techniques. The Contractor shall contact the Fort Hood Sanitary Landfill on wood recycling for trees removed from site clearing and grubbing. The trees could be shredded on-site and the shredded material spread over adjacent vegetative areas for "soil amendments". The material shall not spread to exceed 1.5 inches in depth. Trees may also be loaded and hauled by the Contractor to the Fort Hood Sanitary Landfill (telephone 287-532-2256) where they shall be weighed and dumped in the recycle yard for later shredding. If there are any native hardwood trees that cannot be preserved but have to be removed from the disturbed site, then mitigation is required at the rate of 10 new trees for each native hardwood removed. A tree is defined as at least 3 inches in diameter measured at approximately 5 feet above ground level. Avoid removal of endangered species habitat. If endangered species habitat cannot be avoided, coordination must occur with DPW COR and ENV. If habitat is removed without coordination through DPW COR and ENV, the Contractor shall be responsible for replacement and/or mitigation costs.

1.7 PROTECTION OF WORK IN PROGRESS

During construction (following demolition and during the build back phase) inside a building or structure, the Contractor shall maintain a constant temperature no less than 45 degrees Fahrenheit AT ALL TIMES. Door and window openings shall be covered with heavy plastic or similar material suitable to preserve and protect existing building features; temporary heating equipment shall be provided as necessary to comply with this requirement. This is a minimum temperature requirement; however, the installation of different fixtures and finishes may require the air temperature to be higher to comply with the manufacturer's recommendation for an appropriate environment. Existing water pipes shall be properly insulated to prevent freezing; flooring materials shall be protected from buckling, puckering, loosening, cracking and breaking; drywall, drywall finishing and paint shall only be applied at the proper temperature, etc.

The Contractor shall not be entitled to claim differing site conditions in situations where reasonable care was not taken to ensure protection of the facility during construction; time extensions shall not be granted based on weather conditions inside facilities and buildings where the interior temperature is not maintained at the appropriate level and prevents work from continuing on schedule. Existing building features and fixtures damaged through the negligence of the Contractor in not complying with this requirement shall be repaired/replaced at the Government's discretion and solely at the Contractor's expense. Verification shall be accomplished by the Contractor maintaining an approved data log system.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

All forms and procedures herein are subject to revision as directed by the Contracting Officer.

3.1 FORMS

3.1.1 Landfill Permit

See Appendix A Section Titled Landfill Permit

3.1.2 Digging Permit Form

See Appendix A Section Titled Digging Permit

-- End of Section --

SECTION 01 35 23.00 40

OWNER SAFETY REQUIREMENTS

PART 1 GENERAL

1.1 SUMMARY

The requirements of this Section apply to, and are a component part of, each section of the specifications.

1.2 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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

COE EM-385-1-1 (2008) U.S. Army Corps of Engineers Safety and Health Requirements Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

10 CFR 20 Standards for Protection Against Radiation

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1926 Safety and Health Regulations for Construction

1.3 SUBMITTALS

Submit the following in accordance with SECTION 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Contractor's Health and Safety Plan

SD-06 Test Reports

Records shall be submitted in accordance with paragraph entitled, " Gas Protection," of this section

SD-07 Certificates

Statements shall be submitted for the following items in accordance with paragraphs entitled, "Contractor's Health and Safety Plan" and "Protection Plan," of this section

Protection Plan

License Certificates for radiation materials and equipment shall be submitted to the Contracting Officer prior to the start of work

SECTION 01 35 23.00 40

1.3.1 Contractor's Health and Safety Plan

Contractor shall submit a health and safety plan to the COR for approval.

Comply with the requirements in 29 CFR 1926.

Safety plan shall include, as a minimum, the following:

a. Health and Safety program objectives.

b. Methods to attain health and safety objectives.

c. Responsibility of key personnel for the Contractor.

d. Safety meetings, surveys, inspections, and reports.

e. Disaster and emergency programs.

f. Lists of key personnel to be contacted in times of emergency.

g. Program to show compliance with Federal OSHA Safety and Health Standards 29 CFR 1910 and 29 CFR 1926 and various safety requirements of COE EM-385-1-1.

h. Methods to comply with the requirement for immediate reporting of mishaps to the COR.

i. Statement that the Contractor shall not invalidate the integrity of safety systems without proper authorization.

j. Procedures for emergency actions to be taken to secure dangerous conditions, to protect personnel, and secure work areas in the event of accident or an act of nature.

l. Procedures for securing the mishap site so that the area remains secure until arrival of a safety investigator. Mishap site shall remain secured until released by the COR.

1.3.2 Protection Plan

Structures, utilities, sidewalks, pavements, and other facilities immediately adjacent to excavations shall be protected against damage.

1.4 GENERAL SAFETY PROVISIONS

Contractor shall take safety and health measures in performing work under this Contract. Contractor shall meet with the Contracting Officer to develop a mutual understanding relative to administration of the safety plan. Contractor is subject to applicable federal, state, and local laws, regulations, ordinances, codes, and orders relating to safety and health in effect on the date of this Contract.

During the performance of work under this Contract, the Contractor shall comply with procedures prescribed for control and safety of persons visiting the project site. Contractor is responsible for his personnel and for familiarizing each of his subcontractors with safety requirements.

Contractor shall advise the Contracting Officer of any special safety restriction he has established so that Government personnel can be notified of these restrictions.

1.5 SAFETY LOCKOUT/TAGOUT PROCEDURES

Contractor shall ensure that each employee is familiar with and complies with these procedures and 29 CFR 1910.147.

Contractor shall utilize lockout/tagout procedures as defined in health and Safety Plan. Contractor shall take other actions that, because of experience and knowledge, are known to be necessary to make the particular equipment safe to work on.

No person, regardless of position or authority, shall operate any switch, valve, or equipment that has an official lockout/tagout tag attached to it, nor shall such tag be removed except as provided in this section.

No person shall work on any equipment that requires a lockout/tagout tag unless he, his immediate supervisor, project leader, or a subordinate has in his possession the stubs of the required lockout/tagout tags.

When work is to be performed on electrical circuits, only qualified personnel shall perform work on electrical circuits.

A supervisor who is required to enter an area protected by a lockout/tagout tag shall be considered a member of the protected group provided he notifies the holder of the tag stub each time he enters and departs from the protected area.

Identification markings on building light and power distribution circuits shall not be relied on for established safe work conditions.

Before clearance shall be given on any equipment other than electrical (generally referred to as mechanical apparatus), the apparatus, valves, or systems shall be secured in a passive condition with the appropriate vents, pins, and locks.

Pressurized or vacuum systems shall be vented to relieve differential pressure completely.

Vent valves shall be tagged open during the course of the work.

Where dangerous gas or fluid systems are involved, or in areas where the environment may be oxygen deficient, system or areas shall be purged, ventilated, or otherwise made safe prior to entry.

1.5.1 Tag Placement

Lockout/tagout tags shall be completed in accordance with the regulations printed on the back thereof and attached to any device which, if operated, could cause an unsafe condition to exist.

If more than one group is to work on any circuit or equipment, the employee in charge of each group shall have a separate set of lockout/tagout tags completed and properly attached.

When it is required that certain equipment be tagged, the Government shall review the characteristics of the various systems involved that affect the safety of the operations and the work to be done; take the necessary actions, including voltage and pressure checks, grounding, and venting, to make the system and equipment safe to work on; and apply such lockout/tagout tags to those switches, valves, vents, or other mechanical devices needed to preserve the safety provided. This operation is referred to as "Providing Safety Clearance."

1.5.2 Tag Removal

When any individual or group has completed its part of the work and is clear of the circuits or equipment, the supervisor, project leader, or individual for whom the equipment was tagged shall turn in his signed lockout/tagout tag stub to the COR. That group's or individual's lockout/tagout tags on equipment may then be removed on authorization by the COR.

1.6 ACCIDENT TREATMENT AND RECORDS

Contractor shall post emergency first aid and ambulance information at project site.

Injury shall be reported by the Contractor on attached Accident Investigation Form, promptly.

1.7 FIRE PREVENTION AND PROTECTION

Open-flame heating devices shall only be permitted if utilized in accordance with COE EM-385-1-1. Approval for the use of open fires and open-flame heating devices shall not relieve the Contractor from the responsibility for any damage incurred because of fires.

Burning trash, brush, or wood on the project site shall not be permitted.

1.8 USE OF EXPLOSIVES

Explosives shall not be used or brought to the project site without prior written approval from the COR. Such approval shall not relieve the Contractor of responsibility for injury to persons or for damage to property due to blasting operations.

Storage of explosives, when permitted on Government property, shall be only where directed and in approved storage facilities. These facilities shall be kept locked at all times except for inspection, delivery, and withdrawal of explosives.

1.9 ELECTRICAL

Contractor is responsible for the safety of each work team and is required to restrict entry to dangerous locations.

1.10 UNDERGROUND UTILITIES

Safety clearance from the COR is required before any Contractor personnel enters a manhole. Contractor shall contact the COR at least 48 hours in advance.

Contractor shall be responsible for removing water and debris before commencement and during execution of work in manholes.

1.11 RADIATION SAFETY REQUIREMENTS

License Certificates for radiation materials and equipment shall be submitted to the COR for all specialized…

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