LRF_-_Specifications_4.23.2018.pdf
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- Attached to
- LOWER ROOSEVELT SPORTS FACILITY PROJECT Federal contract opportunity
- Solicitation number
- 693JF719R000002
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 693JF719R000002_-_0003_-_Lower_Roosevelt_Facility_Project.pdf | ||
| Site_Visit_Log_-_Lower_Roosevelt_Field_Project.pdf | ||
| LOWER_ROOSEVELT_FACILITY_PROJECT_QA_1.15.19_response_SD_.pdf | ||
| SHPO_Response.pdf | ||
| USMMA_GEO_RPT.PDF | ||
| LRF-STRUCTURAL-071818.pdf | ||
| PSK-18.06.25-A_-_Entry_Structure_Signage_Details.pdf | ||
| PSK-18.06.25-B_-_Pressbox_Signage_Details.pdf | ||
| Three_Signage_Details.pdf | ||
| LRF-SITE-070618.pdf | ||
| SECTION_10_14_30-Exterior_Signage-06.25.2018.pdf | ||
| 693JF719R000002_Amendment_0002.pdf | ||
| 693JF719R000002_-_0001_-_Lower_Roosevelt_Facility.pdf | ||
| Lower_Roosevelt_Feild_(LRF)_-_Questions_and_Answers.pdf | ||
| LRF_-_Drawings.pdf | ||
| LRF_-_NEPA.pdf | ||
| 693JF719R000002_LRF_Solicitation.pdf | ||
| LOWER_ROOSEVELT_FIELD_PROJECT_WD.pdf |
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Text version
Amended April 23, 2018 February 13, 2018
LOWER ROOSEVELT FIELD RENOVATION PROJECT
United States Merchant Marine Academy 300 Steamboat Road
Kings Point, NY 11024
Project Manual and Specification
VOLUME I
339 North Front Street, Camden, NJ 08102
Lower Roosevelt Field Renovation TABLE OF CONTENTS
Kings Point, New York
DCM Architecture & Engineering, LLC 000000- 1 Project No. 17-003
TABLE OF CONTENTS
VOLUME I
DIVISION 01 – GENERAL REQUIREMENTS
011000 Summary of Work 012200 Unit Prices 012500 Substitution Procedures 012616 Contractor Requests for Information (RFIs) 012900 Payment Procedures 013100 Project Management and Coordination 013110 Critical Path Method Scheduling 013200 Construction Progress Documentation 013220 Photographic Documentation 013300 Submittal Procedures 014000 Quality Assurance and Control Requirements 014100 Structural Testing Laboratory Services 014200 References 015000 Temporary Facilities and Controls 015930 Security Regulations 015950 Safety and Health 016000 Product Requirements 017000 Execution Requirements 017310 Cutting and Patching 017350 Fire Prevention Precautions for Hot Work 017419 Nonhazardous Waste Management and Disposal 017700 Close out Procedures 017822 Operation and Maintenance Documentation 017839 Project Record Documents 018200 Demonstration and Training 019113 General Commissioning Requirements
DIVISION 02 – EXISTING CONDITIONS
020000 Site Requirements 024119 Selective Demolition 028220 Health and Safety Product Data Sheet
DIVISION 03 – CONCRETE
033000 Cast-in-Place Concrete 035416 Hydraulic Cement Underlayment
TABLE OF CONTENTS Lower Roosevelt Field Renovation
000000 - 2 DCM Architecture & Engineering, LLC
February 13, 2018
DIVISION 04 – MASONRY
042000 Unit Masonry
DIVISION 05 – METALS
051200 Structural Steel Framing 053100 Steel Decking 054000 Cold-Formed Metal Framing 055000 Metal Fabrications 055213 Pipe and Tube Railings 057000 Decorative Metal
DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES
061053 Miscellaneous Rough Carpentry 061600 Sheathing 064023 Interior Architectural Woodwork
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
071326 Self-Adhering Sheet Waterproofing 072100 Thermal Insulation 074213 Formed Metal Wall Panels 076200 Sheet Metal Flashing and Trim 078100 Applied Fireproofing 078413 Penetration Firestopping 079200 Joint Sealants
VOLUME II
DIVISION 08 – OPENINGS
081113 Hollow Metal Doors and Frames 083113 Access Doors and Frames 085113 Aluminum Windows 087100 Door Hardware 088000 Glazing
DIVISION 09 – FINISHES
092216 Non-Structural Metal Framing 092900 Gypsum Board 096513 Resilient Base and Accessories 099000 Painting and Coating 099733 Concrete Floor Sealer
Lower Roosevelt Field Renovation TABLE OF CONTENTS
DCM Architecture & Engineering, LLC 000000- 3
February 13, 2018
DIVISION 10 – SPECIALTIES
101400 Signage 104413 Fire Protection Cabinets 104416 Fire Extinguishers
DIVISION 12 – FURNISHINGS
123600 Countertop
DIVISION 22 – PLUMBING
221000 Plumbing Piping
DIVISION 23 – HEATING VENTILATING AND AIR CONDITIONING
238316 Electric Radiant Heating
DIVISION 26 – ELECTRICAL
260533 Conduit, Raceway and Boxes for Electrical Systems 262400 Switchboards & Panelboards 262726 Wiring Devices 262816 Enclosed Switches and Circuit Breakers 265100 Interior Lighting 265600 Exterior Lighting 265668 Exterior Athletic Lighting
DIVISION 31 – EARTHWORK
310000 Earthwork 311000 Site Preparation 312500 Erosion and Sedimentation Controls
DIVISION 32 – EXTERIOR IMPROVEMENTS
321216 Bituminous Concrete Paving 321313 Concrete Paving
321416.10 Permeable Brick Paving
321613.16 Cast-In-Place Concrete Turf Anchor
321613.23 Precast Concrete Curb
321640 Granite Curbs 321723 Pavement Markings
321823.13 Infield Mix at Mounds
321823.29 Infilled Synthetic Turf System
TABLE OF CONTENTS Lower Roosevelt Field Renovation
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February 13, 2018
323100 Chain Link Fencing and Athletic Ball Netting 323200 Site Walls 323300 Site Furnishings 324000 Athletic Equipment 329223 Loam and Seed/SOD 329300 Plants
DIVISION 33 – UTILITIES
334000 Storm Drainage Utilities 337173 Electrical Utility Services
END OF SECTION 000000
Lower Roosevelt Field Renovation SUMMARY OF WORK
DCM Architecture & Engineering, LLC 011000 - 1
SECTION 01 10 00 – SUMMARY OF WORK
PART 1 - GENERAL
1.1 GENERAL REQUIREMENTS
A. Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division 01 Specification sections, apply to this section.
1.2 PROJECT/WORK IDENTIFICA TION
B. Project Name:
1. Lower Roosevelt Field Renovation, United States Merchant Marine Academy
C. Project Location:
1. USMMA, 300 Steamboat Road, Kings Point, NY 11024
D. Project Owner:
1. Department of Transportation, MARAD
2. Owner’s Representative: Robert Ditroia, USMMA
E. The work is defined by contract documents prepared by:
DCM Architecture & Engineering, LLC, 339 North Front Street, Cam-den, NJ 08102. Office 856-479-9101, Fax 856-757-0082, E-mail:
bwood@dcm-ae.com
F. Construction Manager
1. It is the Owner’s intent to engage a Construction Manager(CM) for this project to serve as an advisor to Owner and to provide assistance in administering the Contract for construction between Owner and Con-tractor, according to a separate contract between Owner and CM.
1.3 SUMMARY OF WORK
A. General Requirements:
1. Conform to ALL of the provisions delineated in Division 00 and Division 01 of the Contract Documents.
2. Obtain and pay for licenses, permits, and connections to outside services when required
3. The provision of Bonds, Insurance, Warranties, and other instru-ments required by the Contract Documents, and paying costs thereof.
B. Specific Work covered by Contract Documents as follows:
mailto:bwood@dcm-ae.com
SUMMARY OF WORK Lower Roosevelt Field Renovation
011000 - 2 DCM Architecture & Engineering, LLC
1. These specifications cover all phases of the contract including the
Demolition and Construction, and are meant to protect students and facility personnel, and to minimize disruption of the USMMA opera-tions, during the work.
2. Scope of work under these specifications includes abatement of ACBM (asbestos containing building materials), to be completed prior to construction activities.
3. Scope of work under these specifications includes interior and ex-terior selective demolition and construction of 1 building and its surrounding site. The work includes renovations, new finishes, new mechanical, electrical, plumbing and fire protection systems.
a. Lower Roosevelt Field – type II-B, 3-story, 57,000 GSF
4. Refer to the drawings for complete Scope of the Work.
1.4 PHASED CONSTRUCTION
A. General Requirements:
1.5 ACCESS TO THE SITE
A. General: Contractor shall have limited use of project site for construction operations as indicated on Drawings by the Contract limits and as indicated by requirements of this section.
B. Use of Site: Limit use of project site to areas within the Contract limits indi-cated. Do not disturb portions of project site beyond areas in which the Work is indicated.
1. Confine construction operations to areas indicated.
2. Limits: Limit site disturbance, including earthwork and clearing of vegetation, to
40 feet beyond building perimeter; 10 feet beyond surface walkways, patios, sur-face parking, and utilities less than 12 inches in diameter; 15 feet beyond pri-mary roadway curbs and main utility branch trenches; and 25 feet beyond con-structed areas with permeable surfaces (such as pervious paving areas, storm water detention facilities, and playing fields) that require additional staging areas in order to limit compaction in the constructed area.
3. Driveways, Walkways and Entrances: Keep driveways, loading areas, and en-trances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.
a. Schedule deliveries to minimize use of driveways and entrances by con-struction operations.
b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.
C. Condition of Existing Building: Maintain portions of existing building affected by construct-ton operations in a weathertight condition throughout construction period. Repair dam -age caused by construction operations.
Lower Roosevelt Field Renovation SUMMARY OF WORK
DCM Architecture & Engineering, LLC 011000 - 3
1.6 COORDINATION WITH OCCUPANTS
A. Full Owner Occupancy: Owner will occupy site, existing adjacent buildings and ex-isting bridge simulator at the western end of Lower Roosevelt Field during entire con-struction period. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's day-to-day operations. Maintain existing exits unless otherwise indicated.
1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other oc-cupied or used facilities without written permission from Owner and approval of authorities having jurisdiction.
2. Notify Owner not less than 72 hours in advance of activities that will affect Owner's operations.
B. Owner Limited Occupancy of Completed Areas of Construction: Owner reserves the right to occupy and to place and install equipment in completed portions of the Work, prior to Substantial Completion of the Work, provided such occupancy does not inter-fere with completion of the Work. Such placement of equipment and limited occu-pancy shall not constitute acceptance of the total Work.
1.7 WORK RESTRICTIONS
A. Work Restrictions, General: Comply with restrictions on construction operations.
1. Comply with limitations on use of public streets and with other require-ments of authorities having jurisdiction.
B. On-Site Work Hours: Limit work in the existing building to normal business work-ing hours of 7:00 a.m. to 4:00 p.m., Monday through Friday, unless otherwise indi-cated.
1. Weekend Hours: Weekend work shall be permitted at the approval of the Owner.
2. Early Morning Hours: Early morning hours if necessary shall be coordinated and approved by the Owner.
3. Hours for Utility Shutdowns: Hours for utility shutdowns shall be coordinated with the Owner.
4. Hours for noisy work shall be coordinated and approved by the Owner.
C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by
Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated:
1. Notify Owner not less than two (2) days in advance of proposed utility interruptions.
2. Obtain Owner's written permission before proceeding with utility interruptions.
D. Noise, Vibration, and Odors: Coordinate operations that may result in high lev-els of noise and vibration, odors, or other disruption to Owner occupancy with Owner.
1. Notify Owner not less than two (2) days in advance of proposed disruptive operations.
SUMMARY OF WORK Lower Roosevelt Field Renovation
011000 - 4 DCM Architecture & Engineering, LLC
2. Obtain Owner's written permission before proceeding with disruptive operations.
E. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet of entrances, operable windows, or outdoor-air intakes.
F. Controlled Substances: Use of tobacco products and other controlled sub-stances on project site is not permitted.
G. Employee Identification: Provide identification tags for Contractor personnel working on project site. Require personnel to use identification tags at all times.
H. Employee Screening: Comply with Owner's requirements for drug and back-ground screening of Contractor personnel working on project site.
1. Maintain list of approved screened personnel with Owner's representative.
1.8 SPECIFICATION AND DRAWING CONVENTIONS
A. 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. Imperative mood and streamlined language are generally used in the specifica-tions. 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.
2. Specification requirements are to be performed by Contractor unless specifi-cally stated otherwise.
B. Division 01 General Requirements: Requirements of sections in Division 01 apply to the Work of all sections in the specifications.
C. Drawing Coordination: Requirements for materials and products identified on Draw-ings are described in detail in the specifications. One (1) or more of the following are used on Drawings to identify materials and products:
1. Terminology: Materials and products are identified by the typical generic terms used in the individual specifications sections.
2. Abbreviations: Materials and products are identified by abbreviations pub-lished as part of the U.S. National CAD Standard and as scheduled on the Drawings.
3. Keynoting: Materials and products are identified by reference keynotes referencing specification section numbers found in this Project Manual.
PART 2 - PRODUCTS
Not Applicable
PART 3 - EXECUTION
END OF SECTION 01 10 00
Lower Roosevelt Field Renovation UNIT PRICES
DCM Architecture & Engineering, LLC 012200 - 1
SECTION 01 22 00 – UNIT PRICES
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplemen-tary Conditions and other Division 01 specification sections, apply to this section.
1.2 SECTION INCLUDES
A. Administrative and procedural requirements for unit prices.
1.3 RELATED REQUIREMENTS
A. Section 01 26 00 - Contract Modification Procedures: Procedures for submitting and handling Change Orders.
B. Section 01 40 00 - Quality Requirements: General testing and inspecting requirements.
1.4 DEFINITIONS
A. Unit price is an amount incorporated in the Agreement, applicable during the duration of the Work as a price per unit of measurement for materials, equipment, or services, or a portion of the Work, added to or deducted from the Contract Sum by appropriate modification, if the scope of Work or estimated quantities of Work required by the Contract Documents are in-creased or decreased.
1.5 PROCEDURES
A. Unit prices include all necessary material, plus cost for delivery, installation, insurance, over-head and profit.
B. Measurement and Payment: See individual specification sections for work that requires es-tablishment of unit prices. Methods of measurement and payment for unit prices are specified in those sections.
C. Owner reserves the right to reject Contractor's measurement of work-in-place that involves use of established unit prices and to have this work measured, at Owner's expense, by an inde-pendent surveyor acceptable to Contractor.
D. List of Unit Prices: A schedule of unit prices is included on the Bid Form(s). Specification sections referenced in the schedule contain requirements for materials described under each unit price.
UNIT PRICES Lower Roosevelt Field Renovation
012200 - 2 DCM Architecture & Engineering, LLC
END OF SECTION 01 22 00
Lower Roosevelt Field Renovation SUBSTITUTION PROCEDURES
DCM Architecture & Engineering, LLC 012500 - 1
SECTION 01 25 00 - SUBSTITUTION PROCEDURES
A. The Government is providing the references included in this sub-section for information purposes only and is not intended to provide a comprehensive, all-inclusive list of any and all potentially relevant portions of the Contract Documents. Drawings and general provi-sions of the Contract and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes administrative and procedural requirements for substitutions.
B. Related Sections:
1. Division 012400 Section “Options” for products selected under an option.
2. Division 016000 Section "Product Requirements" for requirements for sub-mitting comparable product submittals for products by listed manufactur-ers.
3. Divisions 02 through 49 Sections for specific requirements and limita-tions for substitutions.
1.3 DEFINITIONS
A. Substitutions: Proposed changes to the Contract Documents by the Contractor for products, materials, equipment, and methods of construction.
1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms
2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required in order to meet other Project requirements but may offer advantage to Contractor or Owner
1.4 SUBMITTALS FOR CAUSE OR C O N V E N I E N C E :
A. Substitution Requests: Per Submittal Procedures Section 013300 submit electronic copies through ePM of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing num-bers and titles.
1. Substitution Request Form shall be provided under separate cover.
2. Documentation: Show compliance with requirements for substitutions and the fol-lowing, as applicable:
SUBSTITUTION PROCEDURES Lower Roosevelt Field Renovation
012500 - 2 DCM Architecture & Engineering, LLC
February 13, 2018
a. Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by the Government and separate contractors that will be necessary to accommodate proposed substitution.
b. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Include annotated copy of applicable specification sec-tion. Significant qualities may include attributes such as performance, weight, size, durability, visual effect, sustainable design characteristics, energy and resource performance goals, warranties, and specific features and require-ments indicated. Indicate deviations, if any, from the Work specified.
c. Product Data, including drawings and descriptions of products and fabrication and installation procedures.
d. Samples, where applicable or requested.
e. Certificates and qualification data, where applicable or requested.
f. List of similar installations for completed projects with project name, location and contact information of owner and architect/engineer of record.
g. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated.
h. Research reports evidencing compliance with building code in effect for pro-ject, when applicable for the proposed substitution.
i. Detailed comparison of Contractor's construction schedule using proposed substitution with products specified for the Work. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of pur-chase order, lack of availability, or delays in delivery. Provide a schedule frag-net with a time impact analysis to allow the Government to consider the pro-posed substitution.
j. Cost information, including a proposal of change, if any, in the Contract Sum.
k. Proposed substitution complies with requirements in the Contract Documents except as indicated in substitution request, is compatible with related materi-als, and is appropriate for applications indicated.
l. The Contracting Officer may require the Contractor to provide a contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated re-sults.
3. The Contracting Officer or Contracting Officer’s Representative (CO) or (COR) Ac-tion: If necessary, the Contracting Officer or COR will request additional information or documentation for evaluation. The Contractor shall be entitled to receive notice of action on submittals within a reasonable time, given the volume or complexity of the submittals and the criticality of the affected activities to Substantial Completion as may be indicated in the Project Schedule. The Contractor shall not be entitled to receive notice of action on submittals containing variations from Contract require-ments in less than twenty working days. Failure by the government to respond does not constitute acceptance of the proposed substitution.
1.5 QUALITY ASSURANCE
Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage qualified testing agency to perform compatibility tests recommended by manufacturers.
Lower Roosevelt Field Renovation SUBSTITUTION PROCEDURES
DCM Architecture & Engineering, LLC 012500 - 3
1.6 PROCEDURES
Coordination: Modify or adjust affected work as necessary to integrate work of the ap-proved substitutions.
2.1 SUBSTITUTIONS
A. Substitutions for Cause: Submit requests for substitution immediately upon discovery of need for change, but not later than fifteen (15) business days prior to time required for preparation and review of related submittals.
1. Conditions: The Contracting Officer (CO) will consider Contractor's request for sub-stitution when the following conditions are satisfied. If the following conditions are not satisfied, the Contracting Officer (CO) will return requests without action, except to record noncompliance with these requirements:
a. Requested substitution is consistent with the Contract Documents and will pro-duce indicated results.
b. Substitution request is fully documented and properly submitted.
c. If requested substitution involves schedule impact Contractor has identified time impact and a mitigation plan.
d. Requested substitution has received necessary approvals of authorities having jurisdiction.
e. Requested substitution is compatible with other portions of the Work.
f. Requested substitution has been coordinated with other portions of the Work.
g. Requested substitution provides specified warranty.
h. If requested substitution involves more than one contractor, requested substitu-tion has been coordinated with other portions of the Work, is uniform and con-sistent, is compatible with other products, and is acceptable to all contractors involved.
B. Substitutions for Convenience: The Contracting Officer (CO) will consider requests for substitution if received within sixty (60) calendar days after the Notice to Proceed. Requests received after that time may be considered or rejected at discretion of the Contracting Of-ficer (CO) or the Contracting Officer Representative (COR).
1. Conditions: The Contracting Officer will consider Contractor's request for substitu-tion when the following conditions are satisfied:
a. Requested substitution offers the Government a substantial advantage in cost, time, energy conservation, or other considerations, after deducting addi-tional obligations the Government incurs.
b. Requested substitution does not require extensive revisions to the Contract Documents.
c. Requested substitution is consistent with the Contract Documents and will pro-duce indicated results.
d. Substitution request is fully documented and properly submitted.
e. If requested substitution involves schedule
SUBSTITUTION PROCEDURES Lower Roosevelt Field Renovation
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February 13, 2018
f. Requested substitution has received necessary approvals of authorities having jurisdiction.
g. Requested substitution is compatible with other portions of the Work.
h. Requested substitution has been coordinated with other portions of the Work.
Requested substitution provides specified warranty.
i. If requested substitution involves more than one contractor, requested substitu-tion has been coordinated with other portions of the Work, is uniform and con-sistent, is compatible with other products, and is acceptable to all contractors involved.
END OF SECTION 012500
Lower Roosevelt Field Renovation CONTRACTOR REQUESTS FOR INFORMATION (RFIs)
DCM Architecture & Engineering, LLC 012616 - 1
February 13, 2018
SECTION 01 26 16 – CONTRACTOR REQUESTS FOR INFORMATION
(RFIs)
PART 1 – GENERAL
A. Drawings and general provisions of the Contract, including General and Supplemen-tary Conditions and other Division 01 specification sections, apply to this section.
1.2 SECTION INCLUDES
A. Administrative requirements for requests for information.
A. Request For Information (RFI): A document submitted by Contractor requesting in-formation clarifying a portion of the Contract Documents, hereinafter referred to as an RFI, which is required to properly perform the Work.
B. Improper RFl: An RFI that is not properly prepared or that requests information that, in the opinion of the Architect, is discernable from the Contract Documents, that has previously been addressed and documented in job meeting minutes or where time permits it to be addressed at a subsequent job meeting.
1. Costs incurred by the Architect to process an Improper RFI will be back charged to the Contractor in accordance with procedures set forth elsewhere in this section.
1.4 CONTRACTOR'S REQUESTS FOR INFORMATION FORM
A. RFI's shall be submitted on a form prepared by the Contractor and approved by the Architect, which shall include the following items:
1. Date of RFI.
2. RFI Number.
3. To (Including Name, Address, Phone and Fax Numbers of Recipient).
4. From (Including Name, Address, Phone and Fax Numbers of Sender).
5. Project Name.
6. Architect’s Project Number.
7. Latest date response is required by Sender.
8. Clearly stated description of information required.
9. A space for the Recipient to indicate if a Potential Cost is anticipated.
10. Contractor's proposed solution or recommendation.
11. A space for the Recipient to record the Response Date.
12. A space for the Recipient to record the Respondent’s name.
13. A space for the Recipient to record the response.
1.5 SUBMITTAL OF RFI'S BY CONTRACTOR
CONTRACTOR REQUESTS FOR INFORMATION (RFIs) Lower Roosevelt Field Renovation
012616 - 2 DCM Architecture & Engineering, LLC
A. A properly prepared request for information shall include a detailed written state-ment that indicates the specific Drawings or Specification in need of clarification and the nature of the clarification requested.
1. Forms shall be completely filled in, and if prepared by hand, shall be fully legible after photocopying or transmission by facsimile(fax).
a. Drawings shall be referenced by number and location on the drawing sheet.
b. Specifications shall be referenced by Section number, page and paragraph.
2. RFl's shall be submitted in numerical order with no breaks in the consecutive numbering.
3. Each page of attachments to RFI's shall bear the RFI number in upper right-hand corner and shall be consecutively numbered in chronological order.
4. RFI's may be submitted by E-Mail, facsimile or regular mail; E-mail addresses will be distributed at the Pre-Construction Conference. Contractor shall use only one (1) transmission method, e-mail, facsimile or regular mail for each RFI; follow-ups in another form shall not be sent.
B. When the Contractor is unable to determine from the Contract Documents, the mate-rial, process or system to be installed, the Architect shall be requested to make a clari-fication of the indeterminate item.
1. When possible, such clarification shall be requested at the next appropriate project meeting, with the response entered into the meeting minutes. When clarification at the meeting is not possible, either because of the urgency of the need, or the com-plexity of the item, Contractor shall prepare and submit an RFI to the Architect.
C. RFI's from subcontractors, vendors or material suppliers must be submitted through, reviewed by, and signed by the Contractor prior to submittal to the Architect’s desig-nated representative.
D. Contractor shall carefully study the Contract Documents to assure that the RFI is not an "Improper RFI."
E. RFI's shall not be used for the following purposes:
1. To request approval of submittals.
2. To request approval of substitutions.
3. To request changes which are known to entail additional cost or credit. Use a
Change Order Request form instead.
4. To request different methods of performing work other than those drawn and
/ or specified.
F. In the event the Contractor believes that a clarification by the Architect will result in additional cost or time, Contractor shall not proceed with the work indicated by the RFI until a Change Order (or Construction Change Directive, if applicable to pro-ject) is prepared and approved.
G. Contractor shall prepare and maintain a log of RFI's, and at any time requested by the Architect, Contractor shall furnish copies of the log showing outstanding RFI's.
Contractor shall note unanswered RFI's in the log.
1.6 ARCHITECT'S PROCESSING OF RFI'S
Lower Roosevelt Field Renovation CONTRACTOR REQUESTS FOR INFORMATION (RFIs)
DCM Architecture & Engineering, LLC 012616 - 3
A. The Architect will require a minimum of five (5) working days from Architect's re-ceipt to respond to the RFI.
B. Answered RFI's shall not be construed as approval to perform extra work.
C. Architect will respond to RFl's on one of the following forms:
1. Properly Prepared RFI's:
a. Response directly upon Request for Information form or attached thereto.
2. Improper RFI's That Are Not Properly Prepared:
a. Returned noted "IMPROPER - INCOMPLETE."
3. Improper RFI's That Have Been Previously Addressed or Addressed in Meeting Minutes:
a. Returned noted "IMPROPER – PREVIOUSLY ADDRESSED."
4. Improper RFI's That Are Adequately Addressed on Contract Documents:
a. Returned noted “IMPROPER – SEE CONTRACT DOCUMENTS."
1.7 PROCEDURES FOR ARCHITECT'S PROCESSING OF RFI’S
A. Process for Back-charging:
1. Improper RFI's will be processed by the Architect at the Architect's standard hourly billing rates.
2. Architect will charge the Owner and the Owner will deduct such costs from monies still due the Contractor.
END OF SECTION 01 26 16
CONTRACTOR REQUESTS FOR INFORMATION (RFIs) Lower Roosevelt Field Renovation
012616 - 4 DCM Architecture & Engineering, LLC
Lower Roosevelt Field Renovation PAYMENT PROCEDURES
DCM Architecture & Engineering, LLC 012900 - 1
SECTION 01 29 00 – PAYMENT PROCEDURES
1.1 SUMMARY
A. This Section specifies administrative and procedural requirements necessary to prepare and to process Requests for Payment.
1.2 DEFINITIONS
A. Schedule of Values: A detailed written statement (master format/uniform at) furnished by the Contractor outlining the portions of the contract sum, which al-locates values (price & percentage) for the various parts of the work and used as the basis for payment application and reviewing progress payments. The Agreement provides further details.
B. Request for Payment: A contractor’s invoice and request for pro-gress payment with substantiating information consistent with ap-proved schedule of values.
1.3 SCHEDULE OF VALUES
A. Coordination: Submit completed Schedule of Values no later than [14] cal-endar days prior to scheduled date of initial Requests for Payment.
B. Schedules for Phased Work: Where the work is separated into phases, provide Schedules showing values correlated with each phase using the standard format referenced below.
C. Format and Content: Contractor shall be responsible to complete the GOVERNMENT Schedule of Values Workbook and compile the values into the Project File () System. Contractor will enter values into workbook prior to input and provide associated electronic baseline copy to contracting officer for record.
Contractor will follow guidelines in the Schedule of Values workbook to support upload.
1. Identification: Complete the following Project Identification fields in the Schedule of Val-ues:
a. Project Name
b. Project Number
c. Project Location, City, State
d. Base Contract Number
e. Modification Number
f. GOVERNMENT Project Manage
g. Contractor's Name and contact information
h. Date of submittal
PAYMENT PROCEDURES Lower Roosevelt Field Renovation
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February 13, 2018
2. Provide a breakdown of the Contract Sum in enough detail to facilitate con-tinued evaluation of Requests for Payment and progress reports to include:
a. Work activity – (by division or specific work activity)
b. Government dollar value of each specific work activity – both with an amount in Government dollars and whole cents, and as a percentage of the Contract Sum to nearest one-hundredth percent. Adjust the amounts to total to the Contract Sum and the percentages to total 100 percent.
c. Each item in the schedule of values and Requests for Payment shall be complete. Include total cost and proportionate share of general overhead and profit for each item. (I.e. no standalone item for Overhead, and Profit)
d. Modifications that affect value.
e. Update affected work branches and subordinate line items and resub-mit the schedule of values before the next Request for Payment when Modifications result in a change in the Contract Sum
f. Line item for mobilization and de-mobilization
g. Line item for close out (% to be negotiated with Government COR)
3. Options: Provide a separate Schedule of Values for each exercised Option.
4. Each item in the Schedule of Values and Requests for Payment shall be complete. Temporary facilities and other major cost items that are not di-rect cost of actual work-in- place may be shown either as separate line items in the schedule of values or distributed as general overhead expense, at the government's option.
5. Revise and update workbook in with all items affecting scope, schedule or cost and resubmit within 14 calendar days as coordinated with project man-ager or contracting officer. Contractor shall provide a final as-built schedule at project completion. Update affected work branches and subordinate line items and resubmit the schedule of values before the next Request for Pay-ment when Modifications result in a change in the Contract Sum
1.4 REQUEST FOR PAYMENT
A. Requirements for Requests for Payment are in Section II, Terms and Conditions of the Agreement.
B. Each Request for Payment following the initial Request for Payment shall be consistent with previous Requests. Initial Request for Payment, Re-quest for Payment at time of Substantial Completion, and final Request for Payment involve additional requirements.
C. Payment Request Times: Submit Request for Payment to Government of the month. The period covered by each Request for Payment is one month, ending on the last day of the month. The Contractor shall submit one paper draft copy of Request for Payment to the CO or enter in along with construction progress report seven (7) calendar days prior to due date for review by GOVERNMENT. Provide
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February 13, 2018 documentation evidencing the cost of work performed to be included in the Re-quest for Payment. The Contactor shall resolve questions resulting from GOVERNMENT review of draft Request for Payment and construction progress report prior to submitting the Request for Payment. Items not resolved and that re-mains on the Request for Payment may be rejected for payment and reduce the amount requested.
D. Request Preparation: All payments must be executed by a person authorized to legally bind the Contractor.
1. Entries shall match data on the schedule of values and Contractor's construc-tion schedule. Use updated schedules if revisions were made.
2. Include amounts for work completed following effective date of previ-ous Request for Payment, whether or not payment has been re-ceived. Include only amounts for work completed as of effective date of current Request for Payment.
3. Include amounts of Modifications issued before last day of construction period covered by Request.
E. Stored Materials: At the sole discretion of the Government payments may be paid for stored materials. Although paid stored materials become Government Property, the Contractor shall be responsible for the safekeeping and delivery of those materials to the job site. If the Government pays for stored material the Contractor shall:
1. Differentiate between items stored on-site and items stored off-site.
2. Provide certificate of insurance, and payment consent from surety for stored materials.
a. Update affected work branches and subordinate line items and resubmit the sc hedule of values before the next Request for Payment when Modifications result in a change in the Contract Sum
b. Line item for mobilization andde-mobilization
c. Line item for close out (% to be negotiated with Government COR)
3. Options: Provide a separate Schedule of Values for each exercised Option.
4. Each item in the Schedule of Values and Requests for Payment shall be complete. Temporary facilities and other major cost items that are not direct cost of actual work -in-place may be shown either as separate line items in the schedule of values or distributed as general overhead expense, at the government’s option.
5. Revise and update workbook in with all items affecting scope, schedule or cost and resubmit within 14 calendar days as coordinated with project manager or contracting officer. Contractor shall provide a final as-built schedule at pro-ject completion. Update affected work branches and subordinate line items and resubmit the schedule of values before the next Request for Payment when Modifications result in a change in the Contract Sum materials, and details iden-tifying the segregation between Government owned and other materials. The contractor shall ensure stored materials match amount requested with amounts indicated on documentation.
6. With payment request for stored materials the Contractor shall provide summary documentation for stored materials that includes the following:
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a. Amount previously paid for stored materials and date of original request.
b. Value of previously paid stored materials delivered to job site and used for intended purpose for the period after the effective date of previous Request for Payment and on or before the effective date of current Re-quest for Payment.
c. Remaining value of stored materials as of the effective date of previous Request for Payment and value of stored materials as of effective date of current Request for Payment.
F. Initial Request for Payment: Administrative actions and submittals that must pre-cede or coincide with submittal of first Request for Payment include the following:
1. Schedule of values.
2. Contractor's construction schedule per Agreement (startup if not final).
3. Submittal schedule (preliminary if not final).
4. List of Contractor’s facility personnel assignments.
5. Copies of authorizations and licenses from authorities having jurisdiction for performance of the Work.
G. Request for Payment at Substantial Completion: After GOVERNMENT issues the Notice of Substantial Completion, submit a Request for Payment less previous payment made for portion of the Work claimed as substantially complete.
1. Include documentation supporting claim that the Work is substantially com-plete and a statement showing an accounting of changes to the Contract Sum.
2. Final Payment Request: The Agreement provides further details.
END OF SECTION 01 29 00
Lower Roosevelt Field Renovation PROJECT MANAGEMENT AND COORDINATION
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February 13, 2018
SECTION 01 31 00 – PROJECT MANAGEMENT AND COORDINATION
A. This section includes certain administrative provisions for managing and coordinating construction operations, including but not limited to the following:
1. General project coordination.
2. Conservation.
3. Administrative and supervisory personnel.
4. Conferences and meetings.
5. Utility service interruptions.
6. Cleaning and protection.
1.2 GENERAL PROJECT COORDINATION
A. Coordination of Trades: Coordinate demolition operations included in the various sections of the Specifications to provide an efficient and orderly in-stallation of each part of the Work. Coordinate demolition operations in-cluded under different sections of the Specifications that depend on each other for proper demolition.
1. Schedule demolition operations in the sequence required to obtain the best results where the removal of one part of the Work depends on the removal of other components before or after that part.
B. Notification: Prepare and distribute memoranda to each party involved, outlining special procedures required for coordination. Include notices, reports, and meet-ing minutes as part of the memoranda.
C. Administrative Procedures: Coordinate scheduling and timing of administrative pro-cedures with other demolition activities to avoid conflicts and promote orderly progress of the Work. Administrative procedures include but are not limited to the following:
1. Preparation of schedules.
2. Coordinating Tradesmen security access.
3. Coordination of training with Subcontractors and Vendors.
4. Coordination of documentation inclusive of RFI’s, submittals, requisitions, meeting minutes, and monthly reports.
5. Installation and removal of temporary facilities.
6. Delivery and processing of submissions.
7. Progress meetings.
8. Project closeout activities.
1.3 ADMINISTRATIVE AND SUPERVISORYPERSONNEL
PROJECT MANAGEMENT AND COORDINATION Lower Roosevelt Field Renovation
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A. The Contractor shall provide administrative and supervisory personnel for proper performance of the Work. In addition to the positions listed in this section, the Con-tractor shall provide the administrative and supervisory personnel as needed or re-quired for proper performance of the work.
B. Project Manager: The Contractor shall provide a full-time Project Manager, expe-rienced in the administration and supervision of building demolition, including all systems required in the project. The Project Manager shall be authorized to act as the coordinator of demolition activities, including but not limited to the following
1. Scheduling and sequencing of Work.
2. Coordination with hazmat / abatement contractor.
3. Sharing access to work spaces.
4. Installations.
5. Protection of work.
6. Cutting and patching.
7. Selections for compatibility.
8. Preparation of coordination drawings.
9. Inspection and tests.
10. Temporary services and facilities.
C. Demolition Superintendent: The Contractor shall provide a full-time Demolition
Superintendent responsible for executing the day-to-day activities of a demolition site and controlling the short -term schedule. The Demolition Superintendent shall ensure quality control and shall coordinate subcontractor activities.
1. Cutting for mechanical and electrical work.
2. Coordinate with the Facility Personnel as required to facilitate work on campus.
D. Safety and Health Officer: The Contractor shall provide a safety and health officer whose duties shall consist of developing and implementing safety and health pro-grams.
1.4 SUPERVISION OF CONTRACTOR PERSONNEL
A. Contractor personnel are employees of the Contractor and its sub-contractors and under the administrative control and supervision of the Contractor. The Contractor, through its personnel, shall perform the requirements prescribed herein. The Contractor and its sub-contractors shall select, supervise, and ex-ercise control and direction over its employees under the Contract. The Con-tractor or its sub-contractors shall not supervise, direct, or control the activities of Government personnel. The Contractor is accountable to the Government for the actions of its personnel and the personnel of its sub-contractors. In the event that the performance of assigned Contractor personnel or any sub- con-tractor personnel is determined by the Government to be unsatisfactory at any time during the performance of the Contract, the Government may exercise the right to request and receive satisfactory personnel replacement within ten (10) days of receipt by the Contractor of written notification. Notification will include the reason for requesting replacement personnel. Replacement personnel must have the same minimum qualifications, additional specialized or specific experience and meet any applicable security requirements of the individual or
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B. KEY PERSONNEL FOR THIS CONTRACT:
1. Project Manager
2. Demolition Superintendent
3. Safety and Health Officer
4. QA/QC (Quality Assurance/Quality Control) Manager
1.5 CONFERENCES AND MEETINGS
A. The Architect shall schedule a preconstruction conference before starting con-struction at a time convenient to the Government and Contractor, but no later than 15 calendar days after execution of agreement.
1. Attendees: The Contractor shall participate at the conference and those attend-ing s hall be familiar with the project, shall be authorized to decide matters relat-ing to the requirements, and shall include:
a. Project Manager
b. Demolition Superintendent
c. Others the Contractor deems appropriate.
2. Agenda: Subjects for discussion shall include items of significance that could affect progress, including but not limited to the following.
a. Tentative demolition schedule.
b. Critical work sequencing.
c. Designation of responsible personnel.
d. Procedures for processing field decisions and Change Orders.
e. Procedures for tradesmen registration for security access.
f. Procedures for processing Applications for Payment.
g. Training related to documentation for Submittal of Shop Drawings, Product
Data, and Samples, invoices, meeting minutes, monthly progress reports
h. Distribution of Contract Documents.
i. Submittal of Shop Drawings, Product Data, and Samples.
j. Preparation of Record Documents.
k. Use of the premises.
l. Parking availability.
m. Office, work, and storage areas.
n. Equipment deliveries and priorities.
o. Safety procedures.
p. First aid.
q. Security.
r. Housekeeping and progress cleaning.
s. Working hours.
t. Waste management.
3. Reporting: No later than 3 calendar days after the conference, the Contrac-tor shall distribute minutes of the conference to the parties present.
B. Progress Meetings: These meetings will be chaired by the architect and will be con-ducted weekly. The start date of progress meetings shall be decided at the kickoff meeting.
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1. Attendees: The Contractor shall participate at the meeting and those attending shall be familiar with the project, and shall be authorized to decide matters re-lating to the requirements, and shall include:
2. Agenda: Review and correct or approve minutes of the previous progress meeting.
Review other items of significance that could affect progress. Include topics for discussion as appropriate to the status of the Project.
3. Reporting: No later than 3 calendar days after the conference, the Govern-ment shall distribute minutes of the progress meetings to the parties pre-sent.
C. Schedule Meetings: The Contractor shall chair schedule meetings at the Project Site and they shall be held every other week. Dates of meeting shall be decided at the kickoff meeting.
1. Attendees: The Contractor shall chair the meeting and those attending shall be familiar with the project, and shall be authorized to decide matters relating to the requirements, and shall include:
2. Agenda: Review and correct or approve minutes of the previous schedule meet-ing. Review items of significance that could affect the schedule. Review and correct or approve minutes of the previous schedule meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to the status of the Project. Determine where each activity is in rela-tion to the Contractor's Construction Schedule, whether on time or ahead or be-hind schedule. Determine how behind-schedule construction will be expedited;
secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. Provide three (3) week schedule look ahead.
3. Reporting: Record significant discussions and agreements and disagree-ments of each conference. No later than 3 calendar days after each confer-ence, the Contractor shall distribute minutes of the conference to each party present and to other concerned parties, including the Contracting Officer.
D. UTILITY SERVICE INTERRUPTIONS
1. Coordination of Interruptions: Sufficiently in advance of each scheduled utility interruption, the Contractor shall issue a notice to all affected parties, confirm-ing each provision of the interruption, or canceling and rescheduling. Coordi-nate with EJCC and Government's representative, and confirm that the re-sponsible personnel are prepared to execute the shut - down and start-up of
DCM Architecture & Engineering, LLC 013100 - 5 affected existing equipment, prior to each interruption.
1.6 SUBMITTALS
A. Subcontract List: Prior to mobilization on site, provide a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form:
1. Name, address, and telephone number of entity performing subcontract or supplying prod-ucts.
2. Number and title of related Specification Section(s) covered by subcontract.
3. Drawing number and detail references, as appropriate, covered by subcontract.
4. Coordination Drawings: Comply with the shop drawing requirements specified in
Division 1 Section “Submittal Procedures".
PART 3 – EXECUTION
3.1 GENERAL COORDINATION PROVISIONS
A. Inspection of Conditions: Prior to demolition, it is required to inspect both the sub-strate and conditions under which work is to be performed.
1. Do not proceed until unsatisfactory conditions have been corrected in an acceptable man-ner.
2. Coordinate temporary enclosures with required inspections and tests to mini-mize the necessity of uncovering completed construction for that purpose.
B. Demolition in Progress: Keep demolition in progress, and adjoining materials in place, clean…
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