AppendixA_Division_1_General_Requirement_Project_Specs.rtf

Project JBSF110004 2 April 2018

01 30 00-Submittal Procedures

SECTION 01 00 00 00

CODE REQUIREMENTS

1.1 Follow the most up-to-date LEED, building code, electrical code, and fire code requirements that exist during the construction of this contract. The most up-to-date codes supersede any others printed within these specifications that may be out-dated at the time of construction.

END OF SECTION 01 00 00 00

SECTION 01 30 00

SUBMITTAL PROCEDURES

SUMMARY – NOT APPLICABLE

REFERENCES – NOT APPLICABLE

SUBMITTALS: The submittals described below are those required and further described in other sections of the specifications. Other requirements pertaining to submittals are included in individual specification sections.

SD-01 Data Submittals, which provide calculations, descriptions, or documentation regarding the work.

SD-04 Drawings Submittals which graphically show relationship of various components of the work, schematic diagrams of systems, details of fabrication, layouts of particular elements, connections, and other relational aspects of the work.

SD-06 Instructions Pre-printed material describing installation of a product, system or material, including special notices and material safety data sheets, if any, concerning impedances, hazards, and safety precautions.

SD-07 Schedules Tabular lists showing location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.

SD-08 Statements A document, required of the Contractor, or through the Contractor, from a supplier, installer, manufacturer, or other lower tier Contractor, the purpose of which is to confirm the quality or orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel, qualifications, or other verifications of quality.

SD-09 Reports Reports of inspections or tests, including analysis and interpretation of test results. Each report shall be properly identified. Test methods used shall be identified and test results shall be recorded.

SD-13 Certificates Statement signed by an official authorized to certify on behalf of the manufacturer of a product, system or material, attesting that the product, system or material meets specified requirements. The statement must be dated after the award of this contract, must state the Contractor's name and address, must name the project and location, and must list the specific requirements, which are being certified.

SD-14 Samples Samples, including both fabricated and unfabricated physical examples of materials, products, and units of work as complete units or as portions of units of work.

SD-18 Records Documentation to record compliance with technical or administrative requirements.

SD-19 Operation and Maintenance Manuals Data, which forms a part of an operation and maintenance manual.

PART 2 GENERAL

SUMMARY – NOT APPLICABLE

REFERENCES – NOT APPLICABLE

DEFINITIONS:

Submittal: A submittal is a package of project information, samples, drawings, schedules, certificates, etc., submitted to the Contracting Officer for Government review.

Deviation: A specific submittal where an item is identified as not agreeing with the contract requirements and the Contractor is requesting a substitution or change.

Approval/Disapproval: Specific judgments reserved to the Government concerning a submittal's compliance with the plans and specifications.

PURPOSE: Submittals are directed for the convenience of the Government in reviewing the Contractor's planned approach and compliance with the requirements of the contract. It is also a mechanism whereby the Contractor may propose deviations, color choices, shop drawings, etc., at an early point in the contract where changes in approach will have less impact on the materials ordering process.

SUBMITTAL CLASSIFICATION: Submittals are classified as follows:

Government Approved (GA): Governmental approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer.

Information Only (FIO): All submittals not requiring Government approval will be for information only. They are not considered to be "shop drawings" within the terms of 1.3.1 SUBMITTAL paragraph referred to above.

APPROVED SUBMITTALS: The approval of submittals by the Contracting Officer shall not be construed as a complete check, but will indicate only that the general method of construction, materials, detailing and other information are satisfactory. Approval will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the CQC requirements of this contract, is responsible for the dimensions and design of adequate connections, details and satisfactory construction of all work. After submittals have been approved by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be given consideration unless accompanied by an explanation as to why a substitution is necessary.

DISAPPROVED SUBMITTALS: The Contractor shall make all corrections required by the Contracting Officer and promptly furnish a corrected submittal in the form and number of copies as specified for the initial submittal. If the Contractor considers any correction indicated on the submittals to constitute a change to the contract, notice shall be given promptly in writing to the Contracting Officer.

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

PART 3 PRODUCTS – NOT APPLICABLE PART 4 EXECUTION

SCHEDULING

Contractor shall submit Shop Drawings and Material Submittals within fourteen (14) calendar days after date of receipt of notice to proceed. Each submittal shall be scheduled and coordinated with the Progress Schedule in order to obtain Government approval prior to the acquisition of the material or equipment covered by the submittal. Fourteen (14) calendar days, exclusive of any mailing time, shall be allowed for Government review of submittals or resubmittals.

SUBMITTAL PROCEDURES:

All submittals shall be accomplished on and in accordance with instructions pertaining to AF Form 3000, Material Approval Submittal, except as otherwise directed herein. These forms will be furnished to the Contractor. This form shall be properly completed by filling out all the heading blank spaces and identifying each item submitted. Special care will be exercised to ensure proper listing of the specification paragraph and/or sheet number of the contract drawings pertinent to the data submitted for each item.

Forward all submittals directly to the Contracting Officer, 1655 Selfridge Ave., Bldg. 5450, JBSA-Lackland, Texas, 78236.

Submittals shall be made in four (4) sets except as otherwise noted. One copy of each submittal will be returned to the Contractor.

DEVIATIONS: All requests for deviations shall be clearly identified by the Contractor on AF Form 3000. The Contractor shall set forth in writing the reason for any deviations and annotate such deviations on the submittal. The Government reserves the right to rescind inadvertent approval of submittals containing unnoticed deviations.

GOVERNMENT APPROVED SUBMITTALS: Upon completion of review of submittals requiring Government approval (GA), the appropriate blocks on the AF Form 3000 will be completed by the Government, including signature(s) and dates, indicating approval or disapproval of the submittal. One (1) copy of the submittal and AF Form 3000 will be returned to the Contractor.

INFORMATION ONLY SUBMITTALS: Normally submittals for information only will not be returned. Government approval is not required on information only submittals. These submittals will be used for information purposes. 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 and will not prevent the Government from requiring removal and replacement if nonconforming material is incorporated in the work. This does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or check testing by the Government in those instances where the technical specifications so prescribe.

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

(Firm Name)

Approved

Approved with corrections as noted on submittal data and/or attached sheets(s).

SIGNATURE: TITLE: DATE:

file_0.wmf

01 30 00-Submittal Procedures

PROJECT MEETINGS

SECTION 01 31 00.00 44 PROJECT MEETINGS

GENERAL

04.40 44 CONTRACTOR QUALITY CONTROL. Other meetings are specified in various Division 1 and technical sections.

PRODUCTS (not applicable)

EXECUTION (not applicable) END OF SECTION

Project Schedule

SECTION 01 32 01.00 10 – PROJECT SCHEDULE

1.1 GENERAL

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) Progress, Schedules, and Network Analysis Systems

B.

1.

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

C.

1.

Submittals Government approval is required for submittals with a "GA" designation; submittals having a "FIO" designation are for information only. When used, a designation following the "GA" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 30 00 SUBMITTAL PROCEDURES:

Project Schedule (CPM); GA.

1.2

PRODUCTS – NOT USED

1.3

EXECUTION

A.

GENERAL REQUIREMENTS: A Project Schedule as described below shall be prepared. The scheduling of construction shall be the responsibility of the Contractor. Contractor management personnel shall actively participate in its development. Subcontractors and suppliers, subcontractors and suppliers working on the project shall also contribute in developing and maintaining an accurate Project Schedule. The approved Project Schedule shall be used to measure the progress of the work, to aid in evaluating time extensions, and to provide the basis of all progress payments.

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

Correction of punch list from pre-final inspection.

Final inspection.

Construction phasing.

Modification or Claim Number: Any activity that is added or changed by contract modification or used to justify claimed time shall be identified by a mod or claim code that changed the activity. Activities shall not belong to more than one modification or claim item. The modification or claim number of each activity shall

Be identified by the Mod or Claim Number. Whenever possible, changes shall be added to the schedule by adding new activities. Existing activities shall not normally be changed to reflect modifications.

Early Project Completion: In the event the project schedule shows completion of the project prior to the contract completion date, the Contractor shall identify those activities that have been accelerated and/or those activities that are scheduled in parallel to support the Contractor's "early" completion. Contractor shall specifically address each of the activities noted in the narrative report at every project schedule update period to assist the Contracting Officer in evaluating the Contractor's ability to actually complete prior to the Contract period.

End Phase: The Contractor shall include as the last activity in a project phase an activity called "End Phase X" where "X" refers to the phase of work. The "End Phase X" activity shall have an "LF" constraint date equal to the completion date for the project, and a zero day duration.

document the Actual Start and Finish dates on the Daily Quality Control report for every in-progress or completed activity, and failure to ensure that the data contained on the Daily Quality Control reports is the sole basis for schedule updating shall result in the disapproval of the Contractor's schedule and the inability of the Contracting Officer to evaluate Contractor progress for payment purposes. Updating of the percent complete and the remaining duration of any activity shall be independent functions. Program features which calculate one of these parameters from the other shall be disabled.

Out-of-Sequence Progress: Activities that have posted progress without all preceding logic being satisfied (Out-of-Sequence Progress) will be allowed only on a case-by-case approval of the Contracting Officer. The Contractor shall propose logic corrections to eliminate all out of sequence progress or justify not changing the sequencing for approval prior to submitting an updated project schedule.

Negative Lags: Lag durations contained in the project schedule shall not have a negative value.

Periodic Schedule Updates: Based on the result of progress meetings, specified in "Periodic Progress Meetings," the Contractor shall submit periodic schedule updates. These submissions shall enable the Contracting Officer to assess Contractor's progress. If the Contractor fails or refuses to furnish the information and project schedule data, which in the judgment of the Contracting Officer or authorized representative is necessary for verifying the Contractor's progress, the Contractor shall be deemed not to have provided an estimate upon which progress payment may be made.

Progress Meeting Contents: Update information, including Actual Start Dates, Actual Finish Dates, Remaining Durations, and Cost-to-Date shall be subject to the approval of the Contracting Officer. As a minimum, the Contractor shall address the following items on an activity by activity basis during each progress meeting. 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 the extension of the schedule, will not be a cause for a time extension to the contract completion date.

A brief explanation of the causes of the change.

An analysis of the overall impact of the changes proposed.

A sub-network of the affected area.

OWNERSHIP OF FLOAT: Float available in the schedule, at any time, shall not be considered for the exclusive use of either the Government or the Contractor.

END OF SECTION 01 32 01.00

SECTION 01 32 33 00 SCHEDULE OF VALUES

Submittal: Submit two copies of Schedule, or any other number of copies as directed by the Contracting Officer, to the Contracting Officer for approval at least 20 days prior to submitting first application for a progress payment. After review by the Contracting Officer, revise and resubmit Schedule as required until it is approved.

PRODUCTS (Not Used)

EXECUTION (Not Used) END OF SECTION 01 32 33 00

Schedule of Values

Occupational Safety And Health

SECTION 01 35 29 - OCCUPATIONAL SAFETY AND HEALTH

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI A10.32 Personal Fall Protection - Safety Requirements for Construction and Demolition Operations

ANSI/ASSE A10.34 (2001) Protection of the Public on or Adjacent to Construction Sites

ANSI Z359.1 (1992; R 1999) Safety Requirements for Personal Fall Arrest Systems, Subsystems and Components

ASME INTERNATIONAL (ASME)

ASME B30.22 (2000) Articulating Boom Cranes ASME B30.5 (2000) Mobile and Locomotive Cranes

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2002) Portable Fire Extinguishers

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2003) Safety -- Safety and Health Requirements

29 CFR 1915 Confined and Enclosed Spaces and Other Dangerous Atmospheres in Shipyard Employment

SD-01 Preconstruction Submittals Accident Prevention Plan (APP); GA.

Crane Critical Lift Plan; GA Proof of qualification for Crane Operators; FIO

SD-06 Test Reports Reports: Submit reports as their incidence occurs, in accordance with the requirements of the paragraph entitled, "Reports."; GA.

Accident Reports; GA.

Monthly Exposure Reports; GA. Crane Reports; GA.

Regulatory Citations and Violations; GA.

SD-07 Certificates Hot work permit; GA.

Safety, Health and Emergency Response

The Contractor Quality Control (QC) person can be the SSHO on this project. The SSHO shall meet the following requirements:

Level 2: A minimum of 3 years safety work on similar project. 30-hour OSHA construction safety class or equivalent within last 3 years.

Officer, the APP and attachments will be enforced as part of the contract. Disregarding the provisions of this contract or the accepted APP will be cause for stopping of work, at the discretion of the Contracting Officer, until the matter has been rectified. Once work begins, changes to the accepted APP shall be made with the knowledge and concurrence of the Contracting Officer, project superintendent, SSHO and quality control manager. Should any hazard become evident, stop work in the area, secure the area, and develop a plan to remove the hazard. Notify the Contracting Officer within 24 hours of discovery. Eliminate/remove the hazard. In the interim, all necessary action shall be taken to restore and maintain safe working conditions in order to safeguard onsite personnel, visitors, the public (as defined by ANSI/ASSE A10.34,) and the environment. Copies of the accepted plan will be maintained at the job site. The APP shall be continuously reviewed and amended, as necessary, throughout the life of the contract. Unusual or high-hazard activities not identified in the original APP shall be incorporated in the plan as they are discovered.

A qualified person for fall protection shall prepare and sign the plan. The plan shall include fall protection and prevention systems, equipment and methods employed for every phase of work, responsibilities, assisted rescue, self-rescue and evacuation procedures, training requirements, and monitoring methods. Fall Protection and Prevention Plan shall be revised every six months for lengthy projects, reflecting any changes during the course of construction due to changes in personnel, equipment, systems or work habits. The accepted Fall Protection and Prevention Plan shall be kept and maintained at the job site for the duration of the project. The Fall Protection and Prevention Plan shall be included in the Accident Prevention Plan (APP).

Occupant Protection Plan: Provide a safety and health plan with respects to lead-based paint removal, asbestos abatement, demolition and new roof repairs or replacement.

Activity Hazard Analysis (AHA)

The Activity Hazard Analysis (AHA) format shall be in accordance with USACE EM 385-1-1. Submit the AHA for review at least 7 calendar days prior to the start of each phase of work. Format subsequent AHAs as amendments to the APP. The analysis should be used during daily inspections to ensure the implementation and effectiveness of the activity's safety and health controls. The AHA list will be reviewed periodically at least monthly at the Contractor supervisory safety meeting and updated as necessary when procedures, scheduling, or hazards change. The activity hazard analyses shall be developed using the project schedule as the basis for the activities performed. Any activities listed on the project schedule will require an AHA. The AHAs will be developed by the contractor, supplier or subcontractor and provided to the prime Contractor for submittal to the Contracting Officer.

PRODUCTS – NOT APPLICABLE

EXECUTION

SECTION 01 35 30

SAFETY, HEALTH AND EMERGENCY RESPONSE

GENERAL

CODE OF FEDERAL REGULATIONS (CFR)

ENGINEERING MANUALS

E 385-1-1 (1996) U.S. Army Corps of Engineers Safety and Health Requirements Manual

FSH REG 385-10 Fort Sam Houston Safety Program

SD-08 Statement Site Safety and Health Plan, GA.

SD-09 Reports Safety and Health Phase-Out Report; GA. 1.4 REGULATORY REQUIREMENTS

Work performed under this Contract shall comply with EM 385-1-1, applicable Federal, state, and local safety and occupational health laws and regulations. This includes, but is not limited to, Occupational Safety and Health Administration (OSHA) standards, 29 CFR 1910 and 29 CFR 1926.

.65 (b) (4) and the Accident Prevention Plan as described in Appendix A of EM 385- 1-1 and those described in this section shall be addressed in the SSHP. Where the use of a specific topic is not applicable to the project, the SSHP shall include a statement to justify its omission or reduced level of detail and establish that adequate consideration was given the topic.

Site Description and Contamination Characterization

1 Project/Site Conditions: A record of site contaminants and a description of site shall be part of each Contract Scope of Work. Additional sources of information are available as listed below.

If unexploded ordnance is discovered during operations, the Contractor shall:

Notify the Contracting Officer.