Solicitation_GS-01P-13-BZ-D-0003_Attachment_K_(Representative_Project_Specs)_1-18-13.pdf
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General Services Administration Region I
Sixth Floor Renovations, U.S. Customs and Border Protection/ Office of Field Operations
Thomas P. O’Neill Federal Building Boston, MA.
SPECIFICATIONS
Final Amendment Documents November 30, 2012
Submitted by:
BBIX, L.L.C.
10 High Street, Suite 402 Boston, MA 02110
PROPERTY OF THE UNITED STATES GOVERNMENT.
COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE
DRAWINGS AND/OR DOCUMENTS WITHOUT THE
EXPLICIT PERMISSION OF THE U.S. GENERAL SERVICES
ADMINISTRATION IS PROHIBITED. DISTRIBUTION TO THOSE
WITH OTHER THAN A NEED TO KNOW IS STRICTLY FORBIDDEN.
U.S. Customs and Border Protection / Office of Field Operations Sixth Floor Renovations
Thomas P. O’Neill Federal Building Boston, Massachusetts
PROPERTY OF THE UNITED STATES GOVERNMENT
FOR OFFICIAL USE ONLY
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PROJECT DIRECTORY 00002-1
PROJECT DIRECTORY
OWNER
General Services Administration Thomas P. O'Neill Federal Building Boston, Massachusetts
LEAD PROFESSIONAL
BBIX, LLC
10 High Street, Suite 402 Boston, MA 02110
ARCHITECT
Rodney Burnett, Architect 10 High Street, Suite 402 Boston, MA 02110
End of Document
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TABLE OF CONTENTS 00010-1
Document 00010
TABLE OF CONTENTS
INTRODUCTORY INFORMATION
Document 00001 Project Title Document 00002 Project Directory Document 00010 Table of Contents
DIVISION 1 GENERAL REQUIREMENTS
Section 01010 Summary of Work Section 01035 Options Section 01040 Project Coordination Section 01045 Cutting and Patching Section 01300 Submittals Section 01450 Quality Control Section 01505 Construction Waste Management Section 01700 Project Closeout Section 01782 Operation and Maintenance Data
DIVISION 2 SITE CONSTRUCTION
Section 02070 Selective Demolition
DIVISION 3 CONCRETE
Section 03933 Concrete Patching and Underlayment Leveling
DIVISION 4 MASONRY
No Work in this Division
DIVISION 5 METALS
No Work in this Division
DIVISION 6 WOOD AND PLASTICS
Section 06100 Rough Carpentry Section 06200 Finish Carpentry Section 06400 Architectural Woodwork Section 06611 Solid Polymer (Solid Surfacing) Fabrications
DIVISION 7 THERMAL AND MOISTURE PROTECTION
Section 07210 Mineral Fiber Blanket Insulation Section 07812 Spray-Applied Fireproofing Section 07840 Penetration Firestopping Section 07900 Joint Sealers
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DIVISION 8 DOORS AND WINDOWS
Section 08111 Steel Doors and Frames Section 08212 Flush Wood Doors
Section 08710 Finish Hardware Section 08810 Glazing
DIVISION 9 FINISHES
Section 09100 Metal Support Assemblies Section 09250 Gypsum Board Section 09510 Acoustical Ceilings Section 09650 Resilient Flooring Section 09680 Carpet Tile Section 09910 Paints
DIVISION 10 SPECIALTIES
Section 10520 Fire Protection Specialties Section 10552 Mailboxes Section 10615 Liquid Crystal Privacy Glass
DIVISION 11 EQUIPMENT
No Work in This Division
DIVISION 12 FURNISHINGS
No Work in This Division
DIVISION 13 SPECIAL CONSTRUCTION
Section 13915 Wet Pipe Sprinkler Systems
DIVISION 14 CONVEYING SYSTEMS
No Work in This Division
DIVISION 15 MECHANICAL
Section 15050 Common Work Results for HVAC Section 15060 Hangers and Supports Section 15075 Mechanical Identification Section 15080 Mechanical Insulation Section 15815 Metal Ducts Section 15820 Duct Accessories Section 15855 Diffusers, Registers and Grilles Section 15950 Testing, Adjusting, and Balancing
DIVISION 16 ELECTRICAL
Section 16010 Basic Electrical Requirements Section 16050 Basic Electrical Materials and Methods Section 16073 Hangers and Supports for Electrical Systems Section 16120 Conductors and Cables
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Section 16130 Raceways and Boxes Section 16140 Wiring Devices Section 16195 Electric Identification Section 16410 Enclosed Switches and Circuit Breakers Section 16452 Grounding Section 16461 Low-Voltage Transformers Section 16511 Interior Lighting Section 16721 Analog Addressable Fire-Alarm System
COMMUNICATIONS
Section 16800 Basic Telecommunication Requirements Section 16810 Communications Equipment Room Fittings Section 16816 Telecommunication Bonding and Grounding Section 16830 Interior Communication Pathways Section 16850 Communications Horizontal Cabling Section 16860 Backbone Cabling Requirements Section 16870 Testing Identification and Administration Section 16960 Sound Masking System Performance Requirements.
End - Table of Contents
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SUMMARY OF WORK 01010 - 1
SECTION 01010
SUMMARY OF THE WORK
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and conditions of the construction contract, including but not limited to Contract Clauses, and the Special Conditions listed below, apply to work of this section.
1. Section 01010 Summary of the Work.
2. Section 01040 Project Coordination.
3. Section 01045 Cutting and Patching.
4. Section 01300 Submittals.
5. Section 01450 Quality Control
6. Section 01505 Construction Waste Management.
7. Section 01700 Project Closeout.
8. Section 01782 Operation and Maintenance Data.
1.2 PROJECT/WORK IDENTIFICATION
A. Project Name and Location:
US Customs and Border Protection / Office of Field Operations
Thomas P. O’Neill Federal Building
B. Design Lead
BBIX LLC
10 High Street, Suite 402 Boston MA, 02110
C. Contracting Officer for this project is:
Mr. James Adamo US General Services Administration
E. Contract documents indicate the work of contract, and related requirements and conditions that have an impact on the project. Related requirements and conditions that are indicated on the contract documents include, but are not necessarily limited to, the following:
1. Other work prior to work of contract.
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SUMMARY OF WORK 01010 - 2
2. Alterations and coordination with existing work.
3. Items furnished by the Government and installed by Contractor.
4. Requirements for occupancy by Government prior to completion of work of contract.
F. Summary by References: Work of Contract can be summarized by reference to the conditions of the contract, Federal Acquisition Regulation clauses, specification sections as listed in the "Index of Specification Sections" bound herewith, drawings as part of the Contract Documentation package bound herewith, addenda and modifications to the contract documents issued subsequent to the initial printing of this project manual, and including but not necessarily limited to printed matter referenced by any of these.
G. Abbreviated Written Summary: Briefly, and without force and effect upon contract documents, work of contract can be summarized as follows:
1. Base Bid Work: On the 6th Floor as indicated on the contract documents tenant fit up work for the
United States Customs and Border Protection / Office of field operations will consist of the demolition construction and renovation of approximately 14,278 sf of ceiling grid tile and lighting, installation of new 2x2 grid tile and 2x2 lighting, installation of new flooring, walls, offices break room, oconference rooms, lactation rooms, storage rooms, public entry area, file room and work stations, paint all walls, install occupancy sensors, install new flex duct, and electrical power, install new tel data cat 6 cable
1.3 WORK PHASES;
A. The contractor is responsible for submitting a detailed phasing plan for review and approval by the GSA project manager and user group. The work as outlined on the contract documents.
1.4 CONTRACTOR USE OF PREMISES
1. The Contractor’s use of the premises is limited by the Owner’s right to perform work or to retain other contractors on portions of the project.
A. General: The Contractor shall limit his use of the premises to the work indicated, so as to allow for Government occupancy and use and use by the general public.
1. Use of the Site: Confine operations at the site to the areas permitted under the Contract.
Portions of the site beyond areas on which work is indicated are not to be disturbed. Conform to site rules and regulations affecting the work while engaged in project construction. See "Project Coordination" section.
2. Contractor Use of the Existing Building: Maintain the existing building in a safe and weather tight condition throughout the construction period. Repair damage caused by construction operations. Take all precautions necessary to protect the building and its occupants during the construction period. See "Project Coordination" section.
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SUMMARY OF WORK 01010 - 3
a. Owner Occupancy: Allow for Owner occupancy and use by the public.
b. Driveways and Entrances: Keep driveways and entrances serving the premises clear and available to the Owner’s employees, emergency vehicles at all times. Do not use the areas for parking or storage of materials. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on site.
c. Existing toilets shall not be used for cleaning of paint brushes, tools and other construction related debbris.
3. Use of Existing Elevators: Coordinate with building manager.
1.4 GOVERNMENT OCCUPANCY
A. Full Government Occupancy: The Government will occupy the site and the existing building during the entire period of construction. Cooperate fully with the Government representative during construction operations to minimize conflicts and to facilitate Government usage. Perform the work so as not to interfere with the Government operations.
1.5 INSPECTION BY REGULATORY AUTHORITIES (Not Used)
1.6 WORK RESTRICTIONS
A. On-Site Work Hours: Work shall be generally performed inside the existing building during normal business working hours of 7:00a.m. to 6:00 p.m., Monday through Friday, with the exception of utility shutdowns..
1. Weekend Hours: To be coordinated with building manager
2. Early Morning Hours: To be coordinated with building manager
3. Hours for Utility Shutdowns: Refer to shutdown request form attached in this section.
B. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:
1. Notify Building Manager not less than 72 hours in advance of proposed utility interruptions.
Do not proceed with utility interruptions without the building manager’s written permission.
1.7 SPECIFICATION FORMATS AND CONVENTIONS
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SUMMARY OF WORK 01010 - 4
A. Specification Format: The Specifications are organized into Divisions and Sections using the 16-division format and CSI/CSC's "Master Format" numbering system
1. Division 1: Sections in Division 1 govern the execution of the Work of all Sections in the
Specifications.
B. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:
1. Abbreviated Language: Language used in the Specifications and other Contract Documents is abbreviated. Words and meanings shall be interpreted as appropriate. Words implied, but not stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates.
2. Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by Contractor. Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted.
3. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.
1.8 MISCELLANEOUS AND GENERAL PROVISIONS
A. Existing Utilities: Disconnect existing utilities.
B. Tools and equipment requests: Per company policy, building manager will not provide use of its equipment or tools (ladders, tape measure, etc.) to other contractors/ A&E firms - Bring your own tools and equipment.
C. Un-planned / Incomplete utility service work: Contractors working on a utility, which is left partially or completely out of service at the end of the work shift, must provide a status report to the bldg chief engineer – Verbal if during the workday, or in writing (under the door) after hours- must contain information to contact you.
D. Work affecting building services: Contractors must notify GSA Property Management 72 hours in advance of any work which will affect building services.
E. Utility Shut downs: Contractors must complete the Utility Shutdown Request form in the building mangers office 72 hours in advance prior to any work involving utility shut-downs. Authorization must be received BEFORE proceeding with the work.
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SUMMARY OF WORK 01010 - 5
F. Fire Control Panel Shut downs: Contractors must contact building manager 72 hours in advance for fire control panel shutdowns; the building manager will coordinate with Simplex. The building personnel will assume the lead role when the fire protection system is compromised.
H. New Work: Unless otherwise noted on drawings or specified, new work in extension of existing conditions shall correspond in all respects with that to which it connects, or to similar existing conditions, in materials, workmanship, and finish.
I. Access to different floors and apaces outside the scope of work area: Access to the 5th floor from the 6th floor space and the 6th floor space outside of the scope of work area must be coordinated with the building manager and may require off hours escort.
J Off hours work; Off hours work will be required during the installation of the waste line for Break Room 12.
K. Alterations to Existing Work:
1. Existing work shall be cut, drilled altered, removed, or temporarily removed and replaced as necessary for performance of work under the contract. Work that is replaced shall match similar existing work. Structural members shall not be cut or altered, except where noted on drawings, without authorization of the Contracting Officer. Work remaining in place which is damaged or defaced during this contract shall be restored to the condition existing at time of award of contract.
2. Discolored or unfinished surfaces exposed by removal of existing work and indicated to be the final exposed surfaces shall be refinished or the material shall be replaced as necessary to make contiguous work uniform and harmonious. Work out of alignment where exposed by removal of existing work shall be called to the Contracting Officer's attention. Necessary corrective work directed by the Contracting Officer will be subject to adjustment of the contract in accordance with "Differing Site Conditions" clause of the General Conditions.
PART 2 - MISCELLANEOUS BIDDING PROCESS
A: Bid process information solicitation: During the job bidding process, contractors/A&E firms will not solicit information directly from The Buidling Manager OR Design Lead personnel. All questions for information must be directed to the contract officer or her/his designee.
END OF SECTION 01010
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OPTIONS 01035 - 1
SECTION 01035
OPTIONS
1.1 DESCRIPTION OF REQUIREMENTS
A. Definition: An option is an amount proposed by Bidders and stated on the Bid Form that will be added to Base Bid amount if the Government decides to accept a corresponding change in either scope of work or in products, materials, equipment, systems or installation methods described in Contract documents.
1. Government acceptance of the change shall constitute the “exercise” of the option.
2. The Government shall have sole discretion as to whether to exercise the option or not and shall bear no liability to the bidder for the exercise or non-exercise of the option so long as the decision is made on or before the “Deadline for Acceptance”.
B. Deadline for Acceptance: The options, if exercised, shall be exercised in writing not later than the number of calendar days specified for each Option Period.
C. Performance Period: Should the Government exercise any or all of the options, the work included in each option shall be performed concurrently with the base contract work. There shall be no extension in contract performance time with the exercise of any or all of the options.
D. Coordination:
1. Coordinate related work and modify or adjust adjacent work as required to ensure that work affected by each option is complete and fully integrated into the project.
2. Each option description may include certain work which must be included in the Base Bid to make the work complete IF the particular option is NOT exercised. The work shown on the drawings and described below as part of the option shall be priced separately and listed in the appropriate place on the Bid Form, and should NOT be included in the Base Bid. The option price is the difference between the work described in the option and the work included in the Base Bid.
3. All bidders shall provide a price for each option in the place provided on the Bid form.
4. Include as part of each option, miscellaneous devices, appurtenances and similar items incidental to or required for a complete installation whether or not mentioned as part of the option.
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OPTIONS 01035 - 2
5. Include as part of the price of each option all costs attributable to project Contract Clauses, Division 1 requirements, overhead and profit. No additional payments will be made by the Government for the work of any Option which is exercised beyond the option Price listed, except in accordance with contract provisions related to Changes in the Work.
E. Schedule of Options:
Option No. 1
A. Provide Soundmasking System as shown on Drawings T110and specified in Sections 16960
B. Option Period: The government shall have 90 calendar days to exercise this option after the Notice to
Proceed for the base contract is received by the Contractor.
C. The work of this option shall be started no later than 3 calendar days after the receipt by the Contractor of the Government’s exercise of the Option.
1. The Contractor shall coordinate all work of the base bid with the work of the Option so as to expedite the work of the project.
Option No. 2
D. Provide Extending Coax cable to 8th floor as shown noted on Drawings SE600.
E. Option Period: The government shall have 90 calendar days to exercise this option after the Notice to
Proceed for the base contract is received by the Contractor.
F. The work of this option shall be started no later than 3 calendar days after the receipt by the Contractor of the Government’s exercise of the Option.
2. The Contractor shall coordinate all work of the base bid with the work of the Option so as to expedite the work of the project.
END OF SECTION 01035
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PROJECT COORDINATION 01040 - 1
SECTION 01040
PROJECT COORDINATION
1.1 DESCRIPTION OF WORK
A. This section specifies general administrative procedures and performance required, including but not necessarily limited to, the following:
1. Coordination and meetings.
2. Administrative/supervisory personnel.
3. Special Reports
4. Trades people and workmanship standards.
5. General installation provisions.
6. Cutting and patching.
7. Cleaning and protection.
8. Environmental Protection
9. Work Restrictions.
1.2 COORDINATION AND MEETINGS
A. General: Prepare and distribute to each entity performing work at project site, a written memorandum of instructions on required coordination activities, including required notices, reports and attendance at meetings. Prepare similar memorandum for separate government contractors where interfacing of work is required.
B. Coordination drawings: Refer to clause "Shop Drawings, Coordination Drawings, and Schedules," of
"Contract Clauses," for general requirements.
1. Work by Separate Entities: Where work by separate entities requires off-site fabrication of products and materials which must be accurately interfaced and closely intermeshed to produce required results, prepare coordination drawings to indicate how work shown by separate shop drawings will be interfaced, intermeshed, and sequenced for installation. Comply with submittal requirements of "Submittals" section.
2. Sleeves and Inserts: Before any sleeves or inserts are set or any mechanical or electrical equipment or foundations or other work is installed, the Contractor shall prepare and submit for approval by the Contracting Officer composite coordination drawings for all equipment rooms, spaces and other areas in which work of two or more trades or subcontractors is to be installed and in which the probability of interference exists, as determined by either the Contractor or the Contracting Officer. Drawings shall show the work of all trades covered, shall be drawn to a
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PROJECT COORDINATION 01040 - 2
scale not smaller than 1/2" = 1'-0" (1:20 metric), and shall show clearly in both plan and elevation that all work can be installed without interference.
3. Work installed without prior approval: Any work installed prior to approval of coordination drawings shall be at the Contractor's risk. Subsequent relocations required to avoid interferences shall be made without additional expense to the Government. In case interference develops, the Contracting Officer will decide which work shall be relocated, regardless of which was installed first.
C. Coordination of Trades: Coordinate work of different trades so that interference between mechanical, electrical, architectural, and structural work, including existing services, will be avoided and within limits indicated the maximum practical space for operation, repair, removal, and testing of equipment is provided. Keep pipes, ducts, conduit, and the like as close as possible to ceiling slab, walls, and columns to take up a minimum amount of space. Locate pipes, ducts, and equipment so that they do not interfere with the intended use of eyebolts and other lifting devices.
D. Preconstruction Meeting: The Government will conduct a meeting to discuss administrative procedures with the contractor which will be scheduled to occur between the Contract Award and the Notice to Proceed.
E. Weekly Coordination Meeting: In addition to specific preinstallation meetings and coordination meetings for each major element of work, and regular project meetings for other purposes (as indicated elsewhere in contract documents), hold weekly general project coordination meetings at regularly scheduled times which are convenient for everyone involved. Request representation (at each meeting) by every entity currently involved in coordination or planning for work of the entire project. Conduct meetings in a manner which will resolve coordination problems. Record results of meetings and distribute copies to everyone in attendance and to others affected by decisions or actions resulting from each meeting.
1.3 ADMINISTRATIVE/SUPERVISORY PERSONNEL
A. General: The GC shall provide a General Superintendent and any other administrative and supervisory personnel required for performance of the work.
B. Submittal of Staff Names, Duties: Within 15 days of contract date, submit a listing of Contractor's principal staff assignments and consultants, naming persons and listing their addresses and telephone numbers.
1.4 LIMITATIONS FOR USE OF SITE
A. General: In addition to site utilization limitations and requirements shown on drawings, and indicated by other contract documents, administer allocation of available space equitably among entities needing
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PROJECT COORDINATION 01040 - 3
access and space, so as to produce best overall efficiency in performance of total work of project.
Schedule deliveries so as to minimize space and time requirements for storage of materials and equipment on site.
B. Occupancy of Premises: The premises will be occupied during performance of work under the contract.
C. Ceremonies: Subject to mutually satisfactory arrangements between the parties of the contract, the
Government may enter the premises during the term of the contract to conduct ceremonies, such as laying the cornerstone or dedication ceremonies, and to occupy temporarily such portions of the premises as may be necessary.
D. Contractor parking: Contractor parking at the loading dock is on “space available” – one car per project. Public parking is also available for a fee.
J. Materials on the Site: Unless otherwise noted or specified, materials and equipment that are removed and not reused under this contract become the property of the Contractor, and salvage value shall be reflected in the bid.
Storage or Sale of Equipment on Site: Storage or sale of excess salvageable material on the site is not permitted. Remove from site.
L. Access to secured / non-tenant bldg areas (phone/electric/mechanical rooms):
Access to secure areas must first be authorized by GSA; contractors must also have HSPD 12 clearance on hand; doors to these rooms will not be left open when not in use
M. Elevator machine room access: Contractors shall at no time enter an elevator machine room without the proper elevator escort.
1.5 SPECIAL REPORTS
A. General: Except as otherwise indicated, submit special reports to the Contracting Officer within one day of occurrence requiring special report, with copy to others affected by occurrence.
B. Reporting Accidents: Contractor shall report incidents a and accidents in report format to the GSA.
C. Reporting Unusual Events: When an event of unusual and significant nature occurs at site (examples:
visit by news media; extraordinary weather phenomenon), prepare and submit a special report listing chain of events, persons participating, response by Contractor's personnel, evaluation of results or effects, and similar pertinent information. When such events are known or predictable in advance, advise the Contracting Officer in advance at earliest possible date.
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PROJECT COORDINATION 01040 - 4
1.6 TRADESPERSONS AND WORKMANSHIP STANDARDS
A. General: Instigate and maintain procedures to ensure that persons performing work at site are skilled and knowledgeable in methods and craftsmanship needed to produce required quality-levels for workmanship in completed work. Remove and replace work which does not comply with workmanship standards as specified and as recognized in the construction industry for applications indicated. Remove and replace other work damaged or deteriorated by faulty workmanship or its replacement.
B. Availability of Tradespersons: At each progress or coordination meeting, review availability of tradespersons and projected needs to accomplish work as scheduled. Require each entity employing personnel to report on events which might affect progress of work. Where possible, consider alternatives and take actions to avoid disputes and delays.
1.7 INSPECTIONS, TESTS AND REPORTS (Not Applicable)
1.8 OVERTIME WORK, SUSPENSION OF WORK
A. Overtime Work for Utility Shutdown:
1. Work which requires the shutdown of any utility serving the building shall be performed outside of normal working hours of the building occupants.
2. Schedule shutdown of a utility at least 72 hours in advance with the Contracting Officer or his designated representative.
B. Access to different floors and spaces outside the scope of work area: Access to the 5th floor from the 6th floor space and the 6th floor space outside of the scope of work area must be coordinated with the building manager and may require off hours escort.
D. Off hours work; Off hours work will be required during the installation of the waste line for Break
Rooms 12
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION
3.1 GENERAL INSTALLATION PROVISIONS
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PROJECT COORDINATION 01040 - 5
A. Pre-Installation Conferences: Where preinstallation conferences are specified in technical sections, well in advance of installation meet at project site with installers and representatives of manufacturers and fabricators who are involved in or affected by unit of work, and in its coordination or integration with other work which has preceded or will follow. Advise the Contracting Officer of scheduled meeting dates. At each meeting review progress of other work and preparations for particular work under consideration, including requirements of contract documents, options, related change orders, purchases, deliveries, shop drawings, product data; quality control samples, possible conflicts, compatibility problems, time schedules, weather limitations, temporary facilities, space and access limitations, structural limitations, governing regulations, safety, inspection and testing requirements, required performance results, recording requirements, and protection. Record significant discussions of each conference, and record agreements and disagreements, along with final plan of action. Distribute record of meeting promptly to everyone concerned.
1. Do not proceed with the work if associated pre- installation conference cannot be concluded successfully. Instigate actions to resolve impediments to performance of the work, and reconvene conference at earliest date feasible.
B. Installer's Inspection of Conditions: Require Installer of each major unit of work to inspect substrate to receive work, and conditions under which work will be performed, and to report (in writing to Contractor) unsatisfactory conditions. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to Installer.
C. Manufacturer's Instructions: Where installations include manufactured products, comply with manufacturer's applicable instructions and recommendations for installation, to extent these are more explicit or more stringent than requirements indicated in contract documents.
D. Inspect each item of materials or equipment immediately prior to installation, and reject damaged and defective items.
E. Install work during conditions of temperature, humidity, exposure, forecasted weather, and status of project completion which will ensure best possible results for each unit of work, in coordination with entire work. Isolate each unit of work from no compatible work, as required to prevent deterioration.
F. Coordinate enclosure (closing-in) of work with required inspections and tests, so as to minimize necessity of uncovering work for that purpose.
G. Mounting Heights: Where mounting heights are not indicated, mount individual units of work at industry-recognized standard mounting heights for applications indicated. Refer questionable mounting height choices to the Contracting Officer for final decision.
3.2 CUTTING AND PATCHING
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PROJECT COORDINATION 01040 - 6
A. General: Do not cut-and-patch structural work in a manner resulting in reduction of load-carrying capacity or load/deflection ratio; submit proposed cutting and patching to the Contracting Officer for structural approval before proceeding. Do not cut-and-patch operational elements and safety-related components in a manner resulting in reduction of capacities to perform in manner intended or resulting in decreased operational life, increased maintenance, or decreased safety.
1. Engage original Fabricator/Installer to perform cutting-
2. and-patching of structural work, operational/safety- related components, and visually-exposed work; or, if not available, engage only recognized experts; employ only proven methods.
B. Materials: Except as otherwise indicated or approved by the Contracting Officer, provide materials for cutting-and- patching which will result in equal-or-better work than work being cut-and-patched; in terms of performance characteristics and including visual effect where applicable. Use materials identical with original materials where feasible and where recognized that satisfactory results can be produced thereby.
C. Temporary Support and Protection: Provide adequate temporary support for work to be cut, to prevent failure. Do not endanger other work. Provide adequate protection of other work during cutting-and-patching, to prevent damage; and provide protection of the work from adverse weather exposure.
D. Cut work by methods least likely to damage work to be retained and work adjoining.
E. Patch with methods which are durable and as invisible as possible. Comply with specified tolerances for the work.
F. Restore exposed finishes of patched areas; and, where necessary extend finish restoration onto retained work adjoining, in a manner which will eliminate evidence of patching. Where patch occurs in a smooth painted surface, extend final paint coat over entire unbroken surface containing patch, after patched area has received prime and base coats.
3.3 CLEANING AND PROTECTION
A. General: During handling and installation of work at project site clean and protect work in progress and adjoining work on a basis of perpetual maintenance. Apply suitable protective covering on newly installed work where reasonably required to ensure freedom from damage or deterioration at time of substantial completion; otherwise, clean and perform maintenance on newly installed work as frequently as necessarily through remainder of construction period. Adjust and lubricate operable components to ensure operability without damaging effects.
B. Limiting Exposures of Work: To extent possible through reasonable control and protection methods, supervise performance of work in a manner and by means which will ensure that none of the work, whether completed or in progress, will be subjected to harmful, dangerous, damaging, or otherwise deleterious exposures during construction period. Such exposures include (where applicable, but not by way of limitation) static loading, dynamic loading, internal pressures, external pressures, high or low
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PROJECT COORDINATION 01040 - 7
temperatures, thermal shock, high or low humidity, air contamination or pollution, water, ice, solvents, chemicals, light, radiation, puncture, abrasion, heavy traffic, soiling, bacteria, insect infestation, combustion, electrical current, high speed operation, improper lubrication, unusual wear, misuse, incompatible interface, destructive testing, misalignment, excessive weathering, unprotected storage, improper shipping/ handling, theft and vandalism.
C. Refuse disposal: Contractors will not dispose of refuse in any building dumpster without the expressed approval from GSA property management. On-site contractor dumpsters must first be approved / coordinated with GSA property management.
3.4 ENVIRONMENTAL PROTECTION
A. Construction Site Maintenance:
1. Store all supplies and equipment on project site so as to preclude mechanical and climatic damage. Maintain site in a neat and orderly manner.
2. Contractor shall further provide adequate security to prevent the presence of unauthorized persons on the site, and to keep gates / barriers secured when not in actual use to insure the integrity of the barrier as well as for property security.
B. Noise Control:
1. Comply with all applicable state and local laws, ordinances, and regulations relative to noise control.
2. Equipment to be employed on this site shall not produce a noise level exceeding the following limits in Db(A) at a distance of 50 feet from the equipment under test.
3. The following Noise Control provisions must be employed by the Contractor.
A. The floor will remain occupied during demolition activities. Noise control provisions are required to ensure against disturbance or disruptance of work activities of the tenants on this floor, and those on the floors above and below
B. Any proposed interruption to tenant operations during demolition must have prior approval from the gsa building manager with a minimum of 72 hours advance notice.
C. The demolition subcontractor shall adopt quieter types of demolition as best practicable by using power tools equipped with silencers.
D. The gc shall coordinate reasonable hours of working for noisy operations with the gsa building manager. some work may have to be done after hours or on weekends.
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PROJECT COORDINATION 01040 - 8
E. The gc shall provide provisions to ensure against sound and vibration noise to tenants on this floor, and those on the floors above and below.
F. Work / Noise affecting tenants: Daytime work that creates extreme noise, potentially disturbing to tenants adjacent to/above / or below the work site, must be planned early in the morning- before 7:30am or late in the afternoon – after 4:30pm to the best extent possible. 3
4. Equipment:
A. Materials Handling
1) concrete mixer 85
2) concrete pump 82
3) derrick 88
B. Stationary
1) pumps 76
2) generators 78
3) compressors 81
C. Impact
1) jack hammers 88
2) pneumatic tools 86
D. Other
1) saws 78
2) vibrators 76
D. Dust Control Provisions:
A. The floor and space will remain occupied during demolition activities. Dust control provisions are required to ensure against migration of all dust and demolition debris to occupied spaces.
B. The gc shall provide a double containment poly (min 6 mil) at all entry and egress paths in and out of the limit of work area. replace as often as needed to ensure against migration of dust and construction debris outside of the work area.
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PROJECT COORDINATION 01040 - 9
C. The gc shall provide a step-off pads (tack mats) at all entry and egress paths in and out of the limit of work area. the gc shall replace the poly barrier as often as needed, to ensure against migration of dust and construction debris outside of the work area.
D. The gc shall provide daily removal of all demolition debris. do not store any demolition debris on the floor overnight.
E. The gc shall maintain a clean and safe work area throughout the period of demolition and construction.
the gc shall, at the end of each work day, remove all demolition debris and hazardous and potentially dangerous materials used in the work.
F. The gc shall collect construction material and debris frequently and dispose of debris and refuse away from the center in a lawful manner.
G. The gc shall clean the exterior public areas impacted by construction dust, dirt and debris on a daily basis. the gc shall be responsible for all fees, permits, etc., required for waste disposal.
H. The gc shall cover and protect all existing and newly installed surfaces, finishes and equipement during demolition and contstruction until substantial completiona nd project turnover occurs.
3.5 ENERGY CONSERVATION
A. The plan developed by the Energy Conservation Officer and approved by the Contracting Officer shall be adhered to in the execution of the work. Post copies of the plan in conspicuous locations so that all personnel employed on the project may be made aware of the need to conserve energy at all times.
3.6 WORK RESTRICTIONS
A Access:
1. The elevator must be available to the Government at all times.
2. Stairwells must be kept passable between occupied floors and building exits.
B. Housekeeping:
1. Sweep/Vacuum/Wet mop daily the public and employee route from connecting link to first floor elevator and first floor active stairwell.
2. Keep active stairwell broom clean daily.
3. Wet mop occupied levels of active stairwell daily.
4. Provide carpet floor mat at active stairwell landings on occupied floors.
5. Ceiling tiles moved during exploratory evaluations, on-going work etc, must be put back the same day Any tile that is broken, smudged, chipped, scratched, or otherwise damaged during the process must be replaced by the contractor.
6. Maintain filters on RA ducts at shafts on floors with construction activity.
C. Safety:
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PROJECT COORDINATION 01040 - 10
1. Restrict application of products requiring respirator protection to unoccupied hours.
2. Keep fire alarm active during occupied hours.
3. Keep water standpipe active during occupied hours.
4. Maintain emergency power and lighting except during outages. Limit emergency power outages to 72 Hours.
D. Noise:
1. Prohibit any construction activity during occupied hours that generates more than 75 decibels ambient noise in occupied space.
2. Restrict fire alarm test during occupied hours.
E. HVAC:
1. Restrict heat and AC interruptions to occupied floors to off-season or unoccupied periods of time. Otherwise provide temporary service.
F. Plumbing:
1. Maintain service to men’s and women’s toilets facilities during occupied hours.
2. Prohibit contractor use of men’s and women’s toilet facilities.
G. Power and Lighting:
1. Provide 72 Hours advance notice to Government for power outages that will affect the CBP/OFO user space and other occupants.
2. Perform power outages that will affect occupants during unoccupied hours.
3. Provide one day notice for power outages not expected to affect CBP/BFO
4. Perform trial shut down during occupied hours to verify CBP / BFO will not be affected.
END OF SECTION 01040
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CUTTING AND PATCHING 01045 - 1
SECTION 01045
CUTTING AND PATCHING
1.1 DESCRIPTION OF REQUIREMENTS
A. Definition: "Cutting and patching" includes cutting into existing construction to provide for the installation or performance of other work and subsequent fitting and patching required to restore surfaces to their original condition.
1. Cutting and patching is performed for coordination of the work, to uncover work for access or inspection, to obtain samples for testing, to permit alterations to be performed or for other similar purposes.
2. Cutting and patching performed during the manufacture of products, or during the initial fabrication, erection or installation processes is not considered to be "cutting and patching" under this definition. Drilling of holes to install fasteners and similar operations are also not considered to be "cutting and patching".
3. "Demolition" and "Selective Demolition" are recognized as related-but-separate categories of work, which may or may not require cutting and patching as defined in this section.
B. Refer to other sections of these specifications for specific cutting and patching requirements and limitations applicable to individual units of work.
1. Unless otherwise specified, requirements of this section apply to mechanical and electrical work.
Refer to Division-15 and Division-16 sections for additional requirements and limitations on cutting and patching of mechanical and electrical work.
1.2 QUALITY ASSURANCE
A. Requirements for Structural Work: Do not cut and patch structural work in a manner that would result in a reduction of load-carrying capacity or of 1oad-deflection ratio. Prior to such work, obtain approval of project's structural engineer.
B. Before cutting and patching the following categories of work, obtain the Contracting Officer's approval to proceed.
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CUTTING AND PATCHING 01045 - 2
1. Structural steel.
2. Miscellaneous structural metals, including lintels, equipment supports, stair systems and similar categories of work.
3. Structural concrete.
4. Structural decking.
5. Piping, ductwork, vessels and equipment.
6. Shoring, bracing, and sheeting.
7. Primary operational systems and equipment.
8. Water/moisture/vapor/air/smoke barriers, membranes and flashings.
9. Control, communication, conveying, and electrical wiring systems.
C. Where removals leave holes and damaged surfaces exposed in the finished work, patch and repair these holes and damaged surfaces to match adjacent finished surfaces. Where new work is to be applied to existing surfaces, perform removals and patching in a manner to produce surfaces suitable for receiving new work. Finished surfaces of patched area shall be flush with the adjacent existing surface and shall match the existing adjacent surface texture and finish as closely as possible.
1.3 SUBMITTALS
A. Procedural Proposal for Cutting and Patching: Where prior approval of cutting and patching is required, submit proposed procedures for this work well in advance of the time work will be performed and request approval to proceed. Include the following information, as applicable, in the submittal:
1. Describe nature of the work and how it is to be performed, indicating why cutting and patching cannot be avoided. Describe anticipated results of the work in terms of changes to existing work, including structural, operational and visual changes as well as other significant elements.
2. List products to be used and firms including their qualifications that will perform work.
3. Give dates when work is expected to be performed.
4. List utilities that will be disturbed or otherwise be affected by work, including those that will be relocated and those that will be out-of-service temporarily. Indicate how long utility service will be disrupted.
5. When cutting, modifying, and patching of structural work is required to facilitate the installation of work required in this contract, notify the Contracting Officer immediately. Do not cut or modify the structural element without written instructions from the Contracting Officer. The Contractor shall follow the Contracting Officer’s direction.
PART 2 - PRODUCTS
2.1 MATERIALS
A. General: Except as otherwise indicated, or as directed by the Contracting Officer, use materials for cutting and patching that are identical to existing materials. If identical materials are not available, or
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CUTTING AND PATCHING 01045 - 3
cannot be used, use materials that match existing adjacent surfaces to the fullest extent possible with regard to visual effect. Use materials for cutting and patching that will result in equal-or-better performance characteristics.
1. The use of a trade name and suppliers name and address is to indicate a possible source of the product. Products of the same type from other sources shall not be excluded provided they possess like physical and functional characteristics.
PART 3 - EXECUTION
3.1 INSPECTION
A. Before cutting, examine the surfaces to be cut and patched and the conditions under which the work is to be performed. If unsafe or otherwise unsatisfactory conditions are encountered, notify the Contracting Officer. Corrective action shall be taken before proceeding with the work.
1. Before the start of cutting work, meet at the work site with all parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict between the various trades. Coordinate layout of the work and resolve potential conflicts before proceeding with the work.
3.2 PREPARATION
A. Temporary Support: To prevent failure provide temporary support of work to be cut.
B. Protection: Protect other work during cutting and patching to prevent damage. Provide protection from adverse weather conditions of that part of the project that may be exposed during cutting and patching operations.
1. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas.
C. Take precaution not to cut existing pipe, conduit or duct serving the building but scheduled to be relocated until provisions have been made to bypass them.
3.3 PERFORMANCE
A. General: Employ skilled workmen to perform cutting and patching work. Except as otherwise indicated or as approved by the Contracting Officer, proceed with cutting and patching at the earliest feasible time and complete work without delay.
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CUTTING AND PATCHING 01045 - 4
B. Cutting: Cut the work using methods that are least likely to damage work to be retained or adjoining work. Where possible review proposed procedures with the original installer; comply with original installer's recommendations.
1. In general, where cutting is required use hand or small power tools designed for sawing or grinding, not hammering and chopping. Cut through concrete and masonry using a cutting machine such as a carborundum saw or core drill to insure a neat hole.
2. Cut holes and slots neatly to size required with minimum disturbance of adjacent work. To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces. Temporarily cover openings when not in use.
3. Comply with requirements of other applicable sections where cutting and patching requires excavating and backfilling.
4. By-pass utility services such as pipe and conduit, before cutting, where such utility services are shown or required to be removed, relocated or abandoned. ASSURE THAT CONDUITS
HAVE BEEN DE-ENERGIZED PRIOR…
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