011000 Summary of Work - Final - Erie Construction Council...Installation of sanitary, stormwater...

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Borough of Plum Al Franci Emergency Services Building April 2014 Summary of Work 011000 - 1 SECTION 011000 - SUMMARY OF WORK PART 1 - GENERAL 1.1 SUMMARY A. The Owner is: The Borough of Plum, 4575 New Texas Road Plum, PA 15239 B. Section Includes: 1. Project information and description. 2. Prime Contracts. 3. Definitions. 4. Regulatory Requirements. 5. Access to the site and use of the premises. 6. Specification and drawing conventions. 7. Patent Security. 8. Hold Harmless. 9. Intent of the contract. 10. Accessibility Standards 11. Preconstruction meeting 12. Security standards C. Related Sections: 1. Contract responsibilities for temporary services and facilities: Elsewhere in Division 1 2. Scope of work for each Prime Contract: Included elsewhere in the Project Manual 1.2 PROJECT INFORMATION AND DESCRIPTION A. Project Identification: Al Franci Emergency Services Building 1. Project Location: Old Mine Road, Borough of Plum, PA 15239. B. Owner: Borough of Plum. 1. Owner's Representative: Greg Bachy, Assistant Borough Manager C. Project Architect: Boyd B. Anastas, 1101 Crawford, Avenue, Duquesne, PA 15110, 412-466-6944. a. Boyd Anastas – [email protected] D. Consultants: 1. Site Civil/Landscape Architect: Fahringer, McCarty, Grey, Inc. 1610 Golden

Transcript of 011000 Summary of Work - Final - Erie Construction Council...Installation of sanitary, stormwater...

  • Borough of Plum Al Franci Emergency Services Building April 2014

    Summary of Work 011000 - 1

    SECTION 011000 - SUMMARY OF WORK PART 1 - GENERAL 1.1 SUMMARY

    A. The Owner is: The Borough of Plum, 4575 New Texas Road Plum, PA 15239 B. Section Includes: 1. Project information and description. 2. Prime Contracts. 3. Definitions. 4. Regulatory Requirements. 5. Access to the site and use of the premises. 6. Specification and drawing conventions. 7. Patent Security. 8. Hold Harmless. 9. Intent of the contract. 10. Accessibility Standards 11. Preconstruction meeting 12. Security standards C. Related Sections: 1. Contract responsibilities for temporary services and facilities: Elsewhere in Division

    1 2. Scope of work for each Prime Contract: Included elsewhere in the Project Manual 1.2 PROJECT INFORMATION AND DESCRIPTION

    A. Project Identification: Al Franci Emergency Services Building

    1. Project Location: Old Mine Road, Borough of Plum, PA 15239.

    B. Owner: Borough of Plum.

    1. Owner's Representative: Greg Bachy, Assistant Borough Manager

    C. Project Architect: Boyd B. Anastas, 1101 Crawford, Avenue, Duquesne, PA 15110, 412-466-6944.

    a. Boyd Anastas – [email protected]

    D. Consultants: 1. Site Civil/Landscape Architect: Fahringer, McCarty, Grey, Inc. 1610 Golden

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    Mile Highway, Monroeville, PA 15146. 724-327-0599 a. Jon Sweringen – [email protected] b. Megan Sweringen – [email protected]

    2. Environmental: R.F. Mitall and Associates 117 Sagamore Hill Road, Pittsburgh, PA 15239

    a. George Anderson – [email protected] 3. Mechanical Engineers: R.G. Fleischman Co. 1030 Indiana Road, Verona PA 15146. 412-793-3393 4. Electrical Engineers: Starr Engineering 422 S. Main Street, Pittsburgh, PA 15220. 412-921-1201

    E. Construction Manager: Massaro CM Services, LLC. has been engaged as Construction Manager for this Project.

    F. Project Coordinator for Multiple Contracts: The General Trades Contractor will serve as the project coordinator. Refer to related sections in Division 1 for specific responsibilities.

    G. These Specifications cover a single Project as follows.

    1. Construction of a new Emergency Services Building and all related items including site work.

    2. The work is as shown in contract documents prepared by the document design professionals dated April 2014.

    H. The Work of the Project is defined by the contract documents and consists of:

    1. Earth moving activities.

    2. Installation of sanitary, stormwater management, water, gas, communication, and electric utilities.

    3. Installation of asphalt roads and parking lots, concrete walks, and landscape areas.

    4. A one story emergency services building utilizing a pre-engineered steel frame and with metal wall panel enclosure.

    I. Sequencing:

    1. Work must be completed in a manner so as to not interfere with any ongoing activities and in conformance with the Phasing Plan contained elsewhere in the Project Manual.

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    1.3 PRIME CONTRACTS A. All elements of work associated with the primary items indicated are intended to be

    included. Descriptions of each Prime Contract are included elsewhere in the Project Manual.

    1.4 DEFINITIONS A. Furnish: To supply products to the project site, including delivering ready for unloading

    and replacing damaged and rejected products.

    B. Install: To put products in place in the work ready for the intended use, including unloading, unpacking, handling, storing, assembling, installing, erecting, placing, applying, anchoring, working, finishing, curing, protecting, cleaning, and similar operations.

    C. Provide: To furnish and install products. D. Indicated: Shown, noted, scheduled, specified, or drawn, somewhere in the contract

    documents. 1.5 REGULATORY REQUIREMENTS A. The following regulations are applicable to this project:

    1. Pa. Uniform Construction Code 2. 2009 International Building Code 3. Chapter 405 Elevators and Other Lifting Devices 4. 2009 International Mechanical Code 5. PA Boiler and Unfired Pressure Vessels, Act 85 of 1985, Title 34 6. 2009 International Plumbing Code 7. Allegheny County Health Department Plumbing Section Amendments - Local

    Jurisdiction 8. 2009 International Electrical Code 9. ANSI 117.1 – 2003 10. Steel Products Procurement Act. 11. Trade Practices Act 12. Public Works Contractors Bond Law (Performance Bond & Payment Bond) 13. Pennsylvania Prevailing Wage Act 14. Americans with Disabilities Act 15. Fidelity Bonds 16. Insurance

    a. Workers Compensation Insurance b. Comprehensive General Liability Insurance c. Property Damage Insurance d. Identify Commonwealth of Pennsylvania as Additional Insured

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    B. Other regulations may also be applicable. C. Permits and Licenses: Each Prime Contractor shall obtain all permits and licenses required

    for his portion of the work as required by regulations and shall pay all fees, unless otherwise indicated.

    1.6 ACCESS TO THE SITE AND USE OF THE PREMISES A. The space available to the Trade Contractor for the performance of the work, either

    exclusively or in conjunction with others performing other construction as part of the project, will be coordinated by the Construction Manager.

    B. Access to site will be by one or more entrances located in the phase(s) currently under construction.

    C. The owner and other tenants will continue to occupy portions of the existing site adjacent

    to and within the areas where construction is to occur including access drives, parking areas, and gas wells.

    1. Conduct the work so as to cause the least interference with the owner's operations. 2. Maintain 24/7 access to all gas wells.

    1.7 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 Specifications. 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.

    Specification requirements are to be performed by Contractor unless specifically stated otherwise.

    B. Divisions 0 and 1 General Requirements: Requirements of Sections in Divisions 0 and 1 apply to the Work of all Sections in the Specifications.

    C. Drawing Coordination: Requirements for materials and products identified on the Drawings are described in detail in the Specifications. One or more of the following are used on the 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

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    published as part of the U.S. National CAD Standard and scheduled on Drawings.

    1.8 PATENT SECURITY

    A. The Contractor shall hold and save the Owner and its Architect, officers, agents, and employees harmless from liability of any nature or kind, including cost and expenses for, or on account of, any patent or unpatented invention , process, article, or appliance manufactured or used in the performance of the of the Contract, including its use by the Owner, unless otherwise specifically stipulated in the Contract Documents.

    B. License or Royalty Fees for the use of a process which is authorized by the Owner

    must be reasonable, and paid to the holder of the patent, or his authorized license, direct by the Owner and not by or through the Contractor.

    C. If the Contractor uses any design, device, or materials covered by letters, or copyright,

    he shall provide for such use by suitable agreement with the Owner of such patent or copyrighted design, device, or material. It is mutually agreed and understood that, without exception, the contract prices shall include all royalties or costs arising from the use of such design, devise or materials in any way involved in the work. The Contractor and/or his sureties shall indemnify him and save harmless the Owner and its Architect from any and all claims for infringement by reason of the use of such patented or copyrighted design, device, or materials or any trademark or copyright, in connection with work agreed to be performed under this Contract, and shall indemnify the Owner, and Architect for any cost, expense, or damage which it may be obliged to pay by reason of such infringement at any time during the execution of the work or after completion of the work

    .

    1.9 HOLD HARMLESS A. The Contractor shall carry, during the life of the Contract, contractual liability insurance

    to protect and hold harmless the Owner and its Architect, Engineers, and Construction Manager and shall furnish evidence of such insurance to both the Owner, Architect, and Construction Manager.

    1.10 INTENT OF CONTRACT

    A. The intent of the Contract Documents is to provide a complete functioning structure, installation or system. It is the responsibility of the Contractor, by careful personal examination of the site and all contract documents, including but not limited to, drawings and specifications, as listed in the Specifications, to satisfy himself as to the nature, extent and location of all the Work to be performed, and the character, quality and quantity of the materials which will be required. The Contractor shall examine

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    carefully all other documents and data pertaining to the project. The Contractor shall not at any time after the execution of the Contract, make any claim whatsoever alleging insufficient data or incorrectly assumed conditions, nor shall he claim any misunderstanding with regard to the nature, conditions or character of the Work to be done under the Contract.

    1.11 ACCESSIBILITY STANDARDS

    A. All work shall be required to insure full compliance with the current

    regulations issued by the Federal agencies under the Americans with Disabilities Act of 1990 (ADA) regarding accessibility to site, facilities, buildings and elements by individuals with disabilities.

    B. All work shall be in full compliance with Section 504 of the Rehabilitation Act of 1973

    as amended, the Architectural Barrier’s Act of 1968, 166 1988 of the Pennsylvania Legislature referred to as the “Universal Accessibility Act”.

    PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION 3.1 PRECONSTRUCTION MEETING

    A. A Pre construction meeting will be held as scheduled by the Construction Manager. 3.2 SECURITY PROCEDURES A. Limit access to the site to persons involved in the work. B. Provide secure storage for materials for which the owner has made payment and which

    are stored on site. C. Secure completed work as required to prevent loss. 3.3 COORDINATION A. Each Prime Contractor shall prepare the coordination drawings required for his work.

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    END OF SECTION

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    SECTION 01 12 00 - MULTIPLE CONTRACT SUMMARY

    01 12 00 - 1

    SECTION 01 12 00 - MULTIPLE CONTRACT SUMMARY

    PART 1- GENERAL

    1.1 SUMMARY

    A. Section includes a summary of each contract, including responsibilities for coordination and temporary facilities and controls.

    B. Specific requirements for work of each contract are also indicated in individual Specification Sections and on Drawings.

    Related Section:

    1. Division 01 Section "Summary" for the Work covered by the Contract Documents, restrictions on use of the Project site, phased construction, coordination with occupants, and work restrictions.

    1.2 DEFINITIONS

    A. Permanent Enclosure: As determined by Architect, the condition at which roofing is insulated and weathertight; exterior walls are insulated and weathertight; and all openings are closed with permanent construction or substantial temporary closures equivalent in weather protection to permanent construction.

    1.3 PROJECT COORDINATOR

    A. Project coordinator shall be responsible for coordination of all work between Prime Contractors as indicated in the description of work, unless noted otherwise. The General Trades Prime Contractor shall be the project coordinator.

    1.4 COORDINATION ACTIVITIES

    A. Coordination activities of Project coordinator include, but are not limited to, the following:

    1. Provide overall coordination of the Work.

    2. Coordinate shared access to workspaces.

    3. Coordinate product selections for compatibility.

    4. Provide overall coordination of temporary facilities and controls.

    5. Coordinate, schedule, and approve interruptions of permanent and temporary utilities, including those necessary to make connections for temporary services.

    6. Coordinate construction and operations of the Work with work performed by each Contract and separate contracts.

    7. Prepare coordination drawings in collaboration with each contractor to coordinate work by more than one contract.

    8. Coordinate sequencing and scheduling of the Work including a combined Contractors' construction schedule for entire Project.

    9. Provide photographic documentation.

    10. Provide quality-assurance and quality-control services specified in Division 01 Section "Quality Requirements."

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    01 12 00 - 2

    11. Coordinate sequence of activities to accommodate tests and inspections, and coordinate schedule of tests and inspections.

    12. Provide information necessary to adjust, move, or relocate existing utility structures affected by construction.

    13. Locate existing permanent benchmarks, control points, and similar reference points, and establish permanent benchmarks on Project site.

    14. Provide field surveys of in-progress construction and site work and final property survey.

    15. Provide progress cleaning of common areas and coordinate progress cleaning of areas or pieces of equipment where more than one contractor has worked.

    16. Coordinate cutting and patching.

    17. Coordinate protection of the Work.

    18. Coordinate firestopping.

    19. Coordinate completion of interrelated punch list items.

    20. Coordinate preparation of Project record documents if information from more than one contractor is to be integrated with information from other contractors to form one combined record.

    21. Print and submit record documents if installations by more than one contractor are indicated on the same contract drawing or shop drawing.

    22. Collect record Specification Sections from contractors, collate Sections into numeric order, and submit complete set.

    23. Coordinate preparation of operation and maintenance manuals if information from more than one contractor is to be integrated with information from other contractors to form one combined record.

    B. Responsibilities of Project coordinator for temporary facilities and controls include, but are not limited to, the following:

    1. Provide common-use field office for use by all personnel engaged in construction activities.

    2. Provide telephone service for common-use facilities.

    3. Provide temporary sanitary facilities.

    1.5 GENERAL REQUIREMENTS OF CONTRACTS

    A. Extent of Contract: Unless the Agreement contains a more specific description of the work, requirements indicated on Drawings and in Specification Sections determine which contract includes a specific element of Project.

    1. Unless otherwise indicated, the work described in this Section for each contract shall be complete systems and assemblies, including products, components, accessories, and installation required by the Contract Documents.

    2. Trenches and other excavation for the work of each contract shall be the work of each contract for its own work.

    3. Blocking, backing panels, sleeves, and metal fabrication supports for the work of each contract shall be the work of the General Construction Contract.

    4. Furnishing of access panels for the work of each contract shall be the work of each contract for its own work. Installation of access panels shall be the work of each contract for its own work.

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    01 12 00 - 3

    5. Equipment pads for the work of each contract shall be the work of each contract for its own work.

    6. Roof-mounted equipment curbs for the work of each contract shall be the work of the Pre-Engineered Metal Building Contract.

    7. Painting for the work of each contract shall be the work of each contract for its own work unless otherwise noted.

    8. Cutting and Patching: Provided by each contract for it’s own work.

    9. Through-penetration firestopping for the work of each contract shall be provided by each contract for its own work.

    10. Contractors' Preliminary Construction Schedule: Within five working days after preliminary horizontal bar-chart-type construction schedule submittal has been received from Project coordinator, submit a matching preliminary horizontal bar-chart schedule showing construction operations sequenced and coordinated with overall construction.

    B. Substitutions: Each contractor shall cooperate with other contractors involved to coordinate approved substitutions with remainder of the work.

    1. Project coordinator shall coordinate substitutions.

    C. Temporary Facilities and Controls: In addition to specific responsibilities for temporary facilities and controls indicated in this Section and in Division 01 Section "Temporary Facilities and Controls," each contractor is responsible for the following:

    1. Installation, operation, maintenance, and removal of each temporary facility necessary for its own normal construction activity, and costs and use charges associated with each facility, except as otherwise provided for in this Section.

    2. Plug-in electric power cords and extension cords, supplementary plug-in task lighting, and special lighting necessary exclusively for its own activities.

    3. Its own field office, complete with necessary furniture, utilities, and telephone service.

    4. Its own storage and fabrication sheds.

    5. Temporary enclosures for its own construction activities.

    6. Staging and scaffolding for its own construction activities.

    7. General hoisting facilities for its own construction activities, up to 2 tons.

    8. Waste disposal facilities, including collection and legal disposal of its own hazardous, dangerous, unsanitary, or other harmful waste materials.

    9. Progress cleaning of work areas affected by its operations on a daily basis.

    10. Secure lockup of its own tools, materials, and equipment.

    11. Construction aids and miscellaneous services and facilities necessary exclusively for its own construction activities.

    D. Temporary Heating, Cooling, and Ventilation: Project coordinator is responsible for temporary heating, cooling, and ventilation, including utility-use charges, temporary meters, and temporary connections.

    E. Temporary Heating, Cooling, and Ventilation: Project coordinator is responsible for temporary heating, cooling, and ventilation before weathertight enclosure of building is complete. HVAC Contractor is responsible for temporary heating, cooling, and ventilation after permanent enclosure of building is complete and Owner will pay utility-use charges.

    F. Use Charges: Comply with the following:

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    01 12 00 - 4

    1. Sewer Service: Include the cost for sewer service use by all parties engaged in construction activities at Project site by the Plumbing Contract.

    2. Water Service: Include the cost for water service, whether metered or otherwise, for water used by all entities engaged in construction activities at Project site in the Plumbing Contract.

    3. Electric Power Service: Include the cost for electric power service, whether metered or otherwise, for electricity used by all entities engaged in construction activities at Project site in the Electrical Contract.

    1.6 GENERAL CONSTRUCTION CONTRACT

    A. Work in the Project Coordinators Contract includes, but is not limited to, the following:

    1. Remaining work not identified as work under other contracts.

    B. Temporary facilities and controls in the Project Coordinators Contract include, but are not limited to, the following:

    1. Temporary facilities and controls that are not otherwise specifically assigned to the Plumbing Contract, HVAC Contract, and Electrical Contract.

    1.7 PLUMBING CONTRACT

    A. Work in the Plumbing Contract includes, but is not limited to, the following:

    1. Plumbing connections to equipment furnished by the Project Coordinators Contract, General Construction Contract, Plumbing Contract, HVAC Contract, and Electrical Contract.

    B. Temporary facilities and controls in the Plumbing Contract include, but are not limited to, the following:

    1. Plumbing connections to existing systems and temporary facilities and controls furnished by the Project Coordinator.

    1.8 HVAC CONTRACT

    A. Work in the HVAC Contract includes, but is not limited to, the following:

    1. Mechanical connections to equipment furnished by the Project Coordinator, Plumbing Contract, HVAC Contract, and Electrical Contract.

    1.9 ELECTRICAL CONTRACT

    A. Work in the Electrical Contract includes, but is not limited to, the following:

    1. Electrical connections to equipment furnished by the Project Coordinator, Plumbing Contract, HVAC Contract, and Electrical Contract.

    B. Temporary facilities and controls in the Electrical Contract include, but are not limited to, the following:

    1. Electrical connections to existing systems and temporary facilities and controls furnished by the Project Coordinator and Electrical Contract.

    END OF SECTION 01 12 00

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    SECTION 01 21 00 - ALLOWANCES 01 21 00 - 1

    SECTION 01 21 00 - ALLOWANCES

    PART 1 GENERAL

    1.1 SUMMARY

    A. Section includes administrative and procedural requirements governing allowances.

    B. Types of allowances include the following:

    1. Lump-sum allowances.

    2. Unit-cost allowances.

    3. Quantity allowances.

    4. Testing and inspecting allowances.

    C. Related Sections:

    1. Division 1 Section "Unit Prices" for procedures for using unit prices.

    2. Division 1 Section "Quality Requirements" for procedures governing the use of

    1.2 SELECTION AND PURCHASE

    A. At the earliest practical date after award of the Contract, advise Architect of the date when final selection and purchase of each product or system described by an allowance must be completed to avoid delaying the Work.

    B. At Architect's request, obtain proposals for each allowance for use in making final selections. Include recommendations that are relevant to performing the Work.

    C. Purchase products and systems selected by Architect from the designated supplier.

    1.3 COORDINATION

    A. Coordinate allowance items with other portions of the Work. Furnish templates as required to coordinate installation.

    1.4 LUMP-SUM UNIT-COST AND QUANTITY ALLOWANCES

    A. Allowance shall include cost to Contractor of specific products and materials ordered by Owner or selected by Architect under allowance and shall include taxes, freight, and delivery to Project site.

    B. Unless otherwise indicated, Contractor's costs for receiving and handling at Project site, labor, installation, overhead and profit, and similar costs related to products and materials selected by Architect under allowance shall be included as part of the Contract Sum and not part of the allowance.

    1.5 TESTING AND INSPECTING ALLOWANCES

    A. Testing and inspecting allowances include the cost of engaging testing agencies, actual tests and inspections, and reporting results.

    B. The allowance does not include incidental labor required to assist the testing agency or costs for retesting if previous tests and inspections result in failure. The cost for incidental labor to assist the testing agency shall be included in the Contract Sum.

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    SECTION 01 21 00 - ALLOWANCES 01 21 00 - 2

    C. Costs of services not required by the Contract Documents are not included in the allowance.

    D. At Project closeout, credit unused amounts remaining in the testing and inspecting allowance to Owner by Change Order.

    PART 2 - EXECUTION

    2.1 EXAMINATION

    A. Examine products covered by an allowance promptly on delivery for damage or defects. Return damaged or defective products to manufacturer for replacement.

    2.2 PREPARATION

    A. Coordinate materials and their installation for each allowance with related materials and installations to ensure that each allowance item is completely integrated and interfaced with related work.

    2.3 SCHEDULE OF ALLOWANCES

    A. Exterior Building Signage – Allow $10,000.00 in base bid

    B. Utility Brick – Allow $1,200.00 per thousand including sales tax delivered to the site. This applies to add alternate #6

    END OF SECTION 01 21 00

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    UNIT PRICES 012200 - 1

    SECTION 012200 – UNIT PRICES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Unit Costs: a. List of unit costs. 1.2 UNIT COST LIST

    A. Unit Cost 1 – Foundations, per cubic yard, furnished and installed including all labor, excavation, forming, concrete and reinforcement (add or deduct dependent on final foundation design, based upon P.E.M.B. reactions.

    PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED)

    END OF SECTION

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    SECTION 01 26 00 -CONTRACT MODIFICATOPN PROCEDURES

    01 26 00 - 1

    SECTION 01 26 00 - CONTRACT MODIFICATION PROCEDURES

    3 GENERAL

    3.1 SUMMARY

    A. Section includes administrative and procedural requirements for handling and processing Contract modifications.

    3.2 MINOR CHANGES IN THE WORK

    A. Architect will issue through Construction Manager supplemental instructions authorizing minor changes in the Work, not involving adjustment to the Contract Sum or the Contract Time, as "Architect's Supplemental Instructions."

    3.3 PROPOSAL REQUESTS

    A. Owner-Initiated Proposal Requests: Construction Manager will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications.

    1. Proposal Requests issued by Construction Manager are not instructions either to stop work in progress or to execute the proposed change.

    2. Within time specified in Proposal Request or 20 days, when not otherwise specified, after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change.

    a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.

    b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

    c. Include costs of labor and supervision directly attributable to the change.

    d. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

    e. Quotation Form: Use forms acceptable to Architect.

    B. Contractor-Initiated Proposals: If latent or changed conditions require modifications to the Contract, Contractor may initiate a claim by submitting a request for a change to Construction Manager.

    1. Include a statement outlining reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time.

    2. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.

    3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

    4. Include costs of labor and supervision directly attributable to the change.

    5. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

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    6. Comply with requirements in Division 1 Section "Substitution Procedures" if the proposed change requires substitution of one product or system for product or system specified.

    7. Proposal Request Form: Use form acceptable to Architect.

    3.4 CHANGE ORDER PROCEDURES

    A. On Owner's approval of a Proposal Request, Construction Manager will issue a Change Order for signatures of Owner and Contractor on AIA Document G701.

    3.5 CONSTRUCTION CHANGE DIRECTIVE

    A. Construction Change Directive: Construction Manager may issue a Construction Change Directive on AIA Document G714 . Construction Change Directive instructs Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.

    1. Construction Change Directive contains a complete description of change in the Work. It also designates method to be followed to determine change in the Contract Sum or the Contract Time.

    B. Documentation: Maintain detailed records on a time and material basis of work required by the Construction Change Directive.

    1. After completion of change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract.

    END OF SECTION 01 26 00

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    SECTION 01 29 00 - PAYMENT PROCEDURES 01 29 00 - 1

    SECTION 01 29 00 - PAYMENT PROCEDURES

    1. GENERAL

    2.1 SUMMARY

    A. This Section specifies administrative and procedural requirements necessary to prepare and process Applications for Payment.

    2.2 SCHEDULE OF VALUES

    A. Coordination: Coordinate preparation of the schedule of values with preparation of Contractor's construction schedule.

    1. Correlate line items in the schedule of values with other required administrative forms and schedules, including the following:

    a. Application for Payment forms with continuation sheets.

    b. Submittal schedule.

    c. Items required to be indicated as separate activities in Contractor's construction schedule.

    2. Submit the schedule of values to Architect through Construction Manager at earliest possible date but no later than seven days before the date scheduled for submittal of initial Applications for Payment.

    B. Format and Content: Use the Project Manual table of contents as a guide to establish line items for the schedule of values. Provide at least one line item for each Specification Section.

    1. Identification: Include the following Project identification on the schedule of values:

    a. Project name and location.

    b. Name of Architect.

    c. Architect's project number.

    d. Contractor's name and address.

    e. Date of submittal.

    2. Arrange schedule of values consistent with format of AIA Document G703.

    3. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with the Project Manual table of contents. Provide multiple line items for principal subcontract amounts in excess of five percent of Contract Sum.

    4. Round amounts to nearest whole dollar; total shall equal the Contract Sum.

    5. Provide a separate line item in the schedule of values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed.

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    6. Each item in the schedule of values and Applications for Payment shall be complete. Include total cost and proportionate share of general overhead and profit for each item.

    a. 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 Contractor's option.

    7. Schedule Updating: Update and resubmit the schedule of values before the next Applications for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum.

    2.3 APPLICATIONS FOR PAYMENT

    A. Each Application for Payment shall be consistent with previous applications and payments as certified by Architect and Construction Manager and paid for by Owner.

    1. Initial Application for Payment, Application for Payment at time of Substantial Completion, and final Application for Payment involve additional requirements.

    B. Payment Application Times: The date for each progress payment is indicated in the Agreement between Owner and Contractor. The period of construction work covered by each Application for Payment is the period indicated in the Agreement.

    C. Application for Payment Forms: Use AIA Document G702 and AIA Document G703 as form for Applications for Payment.

    D. Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. Architect will return incomplete applications without action.

    1. Entries shall match data on the schedule of values and Contractor's construction schedule. Use updated schedules if revisions were made.

    2. Include amounts of Change Orders and Construction Change Directives issued before last day of construction period covered by application.

    E. Transmittal: Submit three signed and notarized original copies of each Application for Payment to Construction Manager by a method ensuring receipt within 24 hours. One copy shall include waivers of lien and similar attachments as required.

    1. Transmit each copy with a transmittal form listing attachments and recording appropriate information about application.

    F. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following:

    1. List of subcontractors.

    2. Schedule of values.

    3. Contractor's construction schedule (preliminary if not final).

    4. Schedule of unit prices.

    5. Submittal schedule (preliminary if not final).

    6. List of Contractor's staff assignments.

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    7. Copies of building permits.

    8. Copies of authorizations and licenses from authorities having jurisdiction for performance of the Work.

    9. Initial progress report.

    10. Certificates of insurance and insurance policies.

    G. Application for Payment at Substantial Completion: After issuing the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of the Work claimed as substantially complete.

    1. Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum.

    2. This application shall reflect Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of the Work.

    H. Final Payment Application: Submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following:

    1. Evidence of completion of Project closeout requirements.

    2. Insurance certificates for products and completed operations where required and proof that taxes, fees, and similar obligations were paid.

    3. Updated final statement, accounting for final changes to the Contract Sum.

    4. AIA Document G706-1994, "Contractor's Affidavit of Payment of Debts and Claims."

    5. AIA Document G706A-1994, "Contractor's Affidavit of Release of Liens."

    6. Evidence that claims have been settled.

    7. Final meter readings for utilities, a measured record of stored fuel, and similar data as of date of Substantial Completion or when Owner took possession of and assumed responsibility for corresponding elements of the Work.

    END OF SECTION 01 29 00

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    SECTION 013100 - SPECIAL PROVISIONS (BY CM) PART 1 - TABLE OF CONTENTS 1.0 GENERAL PROJECT DESCRIPTION & PHASING PLAN 1.1 Construction Management Plan 1.2 Project Organization 2.0 INFORMATION REQUIRED BEFORE STARTING WORK

    2.1 Detailed Work Plan 2.2 Safety Procedures Manual 2.3 Crane Inspection Report 2.4 Pre-Installation Conference 2.5 Waiver of Lien 2.6 Communications 2.7 Permits and Fees 2.8 Payment Application Schedule

    3.0 SITE LOGISTICS

    3.1 Material and Equipment Storage/Staging 3.2 Construction Fencing, Gates and Barricades

    4.0 JOBSITE RULES

    4.1 Work Hours 4.2 Jobsite Meetings 4.3 Project Staff 4.4 Communication 4.5 Daily Construction Reports / Daily Rosters 4.6 Signage 4.7 Jobsite Conduct 4.8 Clothing 4.9 Lunch Areas 4.10 Damages 4.11 Continuing Performance 4.12 Owner Related Issues

    5.0 TEMPORARY FACILITIES AND UTILITIES 5.1 Jobsite Hoisting 5.2 Scaffolding 5.3 Drinking Water 5.4 Fire Extinguishers 5.5 Temporary Offices and Toilet Facilities 5.6 Benchmarks and Building Control Lines 5.7 Site Stockpiles (soils) 5.8 Temporary Signage

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    5.9 Temporary Utilities 6.0 GENERAL PROTECTION

    6.1 Protection of Finished Work 6.2 Cutting and Patching 6.3 Perimeter Protection 6.4 Traffic Control

    1.0 GENERAL PROJECT DESCRIPTION & PHASING PLAN 1.1 Construction Management Plan

    A) The construction of the Al Franci Emergency Services Building is anticipated to occur over the duration of 6 months starting late spring to early summer of 2014. This project includes the construction of a pre-engineered metal building to house the EMS and Fire Department, site work, utilities, and roadways / parking areas.

    B) General Requirements

    The requirements listed below apply to all phases as well as all trades people associated or working directly or indirectly on this project. These requirements will be incorporated into the Special Conditions of the specifications and as such will be the legal responsibility of any subcontractor or entity that enters into a contractual agreement with the Borough of Plum.

    All construction entrances will consist of loose rock to knock debris off of vehicle’s tires

    before entering any roadway. It will be the responsibility of the Site Work prime contractor to maintain these entrances at all times, and entrances not in compliance may be shut down.

    All construction entrances will also include wash station(s) as needed to limit/ eliminate

    debris on adjacent roadways. Wash stations will be provided and maintained by the General Trades prime contractor.

    It will be the responsibility of the Genral Trades prime contractor to clean and maintain all

    adjacent roadways affected by this project.

    All construction activity including demolition and hauling will occur during defined work periods. In general this work period starts at 7:30 and concludes at 3:30. All construction personnel will arrive on site prior to 7:30 and begin leaving the site soon after 3:30. Construction activity outside the normal work periods must be approved by Massaro.

    Erosion and sedimentation will be governed by the NPDES permit submission.

    Comprehensive Erosion and Sediment Control documents are included in the construction documents and as such will be the responsibility of the General Trades Contractor to install and maintain. All regulations required by the NPDES permit will be strictly enforced. These regulations control all construction activities and their potential impact on air and

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    water quality and the containment of all sediment within the boundaries of the construction site.

    1.2 The Project Organization is as follows: OWNER: The Borough of Plum ARCHITECT: Boyd Anastas CONSTRUCTION MANAGER: Massaro CM Services, LLC

    CONTRACTORS: The project is organized into the following bid packages and it intended that prime contracts will be issued for these activities.

    General Trades Plumbing & Fire Protection HVAC Electrical

    Bids shall be based on any one of the specified products. Bidders shall not use a product contemplated for substitution to establish bidder's bid proposal price. Where one product only is named, such designation has been made in order to match existing products exactly or to otherwise suit the Owner's purposes.

    2.0 INFORMATION REQUIRED BEFORE STARTING WORK – The Contractor will provide the following information not later than thirty days following the execution of the Contract.

    2.1 Detailed Work Plan Each contractor shall submit to Massaro CM Services a detailed work plan outlining all phases of their work. At a minimum, this written plan must include:

    A) A Logistics Plan that describes in detail the methods that will be used to perform your scope of work. The plan must identify major equipment that will be used, any temporary utilities that will be required to perform your work, and how materials will be brought on-site and/or how debris will be removed from the site.

    B) A Project Schedule. By thirty days after execution of the Contract each

    Prime Contractor shall have submitted to the Construction Manager and the General Trades Contractor a Critical Path Method schedule outlining all phases of the work that clearly identifies sequence of work, manpower requirements, duration to complete each major work area, critical starting dates, long lead item approval/release, delivery dates and expected shift work. This schedule must be coordinated by the General Trades Contractor with all other Prime Contractors into a Project Schedule and be signed off by those Prime Contractors at the time of submittal. As work progresses, updated 2-week Critical Path Method look-ahead schedules must be

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    provided to coincide with project meeting dates. In addition, a shop drawing submission schedule must be provided within ten working days showing all items requiring shop drawings and/or catalog cuts. This schedule must specify the estimated dates of submission, fabrication times, the delivery dates required to maintain the Project Schedule, and be tied to the master Project Schedule.

    C) A project specific Staffing Plan that identifies who will manage the overall

    scope of your work for this project. This plan will identify (by name) the individual staff members you will use on the site. Additionally, the work experience resumes of the listed management individuals must be submitted. The contractor shall provide supervisory personnel consistent with the size and complexity of the project, who shall be fully capable of controlling their workers, coordinating work through Massaro, performing in harmony with other trades, and completing work in accordance with the schedule.

    D) Each Contractor shall furnish a list of Subcontractors, Suppliers, and

    Vendors, including phone numbers and email addresses as required, which they propose to use on the Project.

    E) All contractors, subcontractors and sub-subcontractors, shall comply with all

    federal, state and local laws and regulations regarding equal employment opportunity.

    F) A schedule of values detailing project costs by building area and by

    phase. This schedule is to be reviewed and approved by the Owner and Architect and will be the basis of pay application requests as the project progresses

    G) All required contract documents including but not limited to signed

    contracts, approved insurance certificates and all bonds. 2.2 Safety Procedures Manual

    Prior to beginning any work on site, each Contractor shall submit an OSHA compliant site specific Safety Procedures Manual that identifies all site-specific safety issues related to his work and details how each will be addressed. This manual will include the Material Safety Data Sheets (MSDS) for all potentially hazardous substances that will be used in performing the scope of your work. In addition, a site specific Hazardous Substance Survey Form that outlines all of the MSDS sheets applicable to this project must be submitted. MSDS inventory log shall be updated weekly. One (1) copy of this plan must be held on site in the Massaro project office.

    2.3 Crane Inspection Report

    All Contractors whose work includes the use of material or personnel lifting devices must submit a copy of the Annual Crane Inspection Report prior to starting work.

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    The report must conform to either OSHA section 1910.180 or section 1926.550. Note that this is not referring to a Crane Safety Checklist but rather the Annual Crane Inspection Report. If a crane is brought on site without proper documentation or inspection, said crane will be removed at once from the site, with any associated charges borne by the responsible Contractor.

    2.4 Pre-Installation Conference

    The contractor shall arrange for a meeting on site with the Massaro Site Manager prior to the scheduled start of his work. These meetings will be required for items as detailed in the schedule of values or as necessary during the course of the work. This meeting will discuss: A.) Review progress of other activities and preparations for the activity under

    consideration, including schedules, safety, submittals, manufacturer’s recommendations, weather limitations, substrate acceptability, compatibility problems, and inspection and testing requirements.

    B.) Record significant discussions, agreements, and disagreements of each

    conference, along with the approved schedule. Distribute the meeting record to everyone concerned. The minutes will verify that the items listed above were discussed, and will document the actions taken or required and by whom the action is required. The Contractors are required to review these minutes and submit any objections to the Construction Manager within 5 days or the minutes recorded will stand as record.

    C.) A list of contractor key personnel, with address and telephone numbers for emergency calls (both work hours and non-work hours).

    D.) Contractors are expected to be experienced and familiar with the

    requirements and conditions imposed during the performance of similar work in this area. Some of these requirements are the performing of normal “out-of-sequence” work, and non-continuous work.

    E.) The contractor shall maintain the progress of his work, consistent with the

    project schedule. Failure of the contractor to maintain such progress shall make the contractor liable for all costs incurred by Owner as a result of the contractor’s delays including, but not limited to claims by other contractors and/or penalties imposed by the Owner. In addition, the contractor is required to provide a recovery schedule within 24 hours of its failure to maintain progress.

    F.) Contractors shall have responsible representations at job meetings held

    and scheduled by Massaro at their Field Office. Contractors failing to attend and abide by the content of these meetings may be held responsible for any delays and/or expenses incurred due to coordination difficulties in their trades.

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    G.) Before commencing any work, consult with Massaro regarding the use of the facility, including but not limited to, roads, walks, ramps, garage, parking areas, storage areas, corridors, stairs, etc., that may be required to prosecute work.

    2.5 Waiver of Liens as required.

    2.6 Communications Any and all communication with the Architect and/or Owner shall flow through Massaro. There shall be no direct communication with the Architect and/or Owner without prior knowledge and/or written consent of the Massaro Project Manager.

    2.7 Permits and Fees:

    The Owner shall secure and pay for the Pennsylvania UCC Approval and the General Building Permit. Each Prime contractor shall secure and pay for all other permits and governmental fees, licenses and inspections necessary for the proper execution of and completion of the Contract. All permits and inspection reports will be copied to Massaro and posted as required.

    2.8 Payment Application Schedule:

    Contractors will submit a “pencil copy” payment application to the Construction Manager on the 25th of the month which projects work to the end of that month and follows the approved schedule of values. The Construction Manager will review applications, meet with contractors and discuss requests with the team as needed (Architect, Owner) and create a Project Payment Application spread sheet with supporting data detailing recommended payments for all contractors. This will be forwarded to the Architect and the Owner for review some time in the first week of the next month but no later than the 8th of the next month. The Architect will review as needed and provide to the Owner by the 15th of that month a signed approved Final Project Payment Application. Copies of this final application will be sent to the Construction Manager and the Construction Manager will notify each Contractor of their approved amount for payment and direct them to prepare and submit to the Construction Manager five notarized original copies of their payment application. These applications will signed by the Construction Manager, forwarded to the Architect for signature, returned to the Owner before the end of that same month for signature, for inclusion in the payment to be made to the contractors by the end of the month and for distribution of signed originals to the Architect and Construction Manager.

    3.0 SITE LOGISTICS

    3.1 Material and Equipment Storage/Staging Construction materials and equipment deliveries must be scheduled with Massaro

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    and are subject to coordination with other trades. Contractors are to bring only that material which will be used in a reasonable time frame as reflected by associated activities in the construction schedule. The extent of storage materials and equipment at the site shall be approved on an ongoing basis by Massaro in coordination with other trades. If stored material or equipment obstructs the progress of any portion of the work or interferes with the operations of Massaro’s Site Manager, they shall be removed or relocated by the contractor as directed by Massaro without reimbursement of costs. All materials shall be stored in an orderly manner and material security is the responsibility of the Contractors. Improperly stored items may be rejected from use on the project. All equipment must be in compliance with all local, state, and federal regulations relating to its safety. If in the opinion of Massaro CM Services, the jobsite cannot accommodate either early or bulk delivery of materials or equipment, the Contractor will make off-site arrangements for safe and secure storage at no additional cost.

    3.2 Equipment Locations The locations of cranes, mixers, field offices, workbenches, cutters, hose lines, etc., must be approved by Massaro prior to utilization on this project. In addition, any contractor wishing to place a crane upon this project for the purpose of lifting materials or equipment must submit a lifting procedure safety plan and a current inspection certificate. This contractor will be responsible to erect, remove, maintain and replace any required safety barriers and restore the erection area when complete.

    3.3 Construction Fencing, Gates and Barricades The General Trades Contractor will provide fencing, gates and barricades as required by the contract documents. Per the drawings and The Construction Management Plan the site will be controlled by these devices into isolated construction areas. The work must be confined to the areas outlined in this management plan and any work, equipment movement, delivery activity, or other work activity outside these isolated areas must be scheduled and coordinated in advance with Massaro.

    4.0 JOBSITE RULES AND MISCELLANEOUS REQUIREMENTS 4.1 Work Hours

    Work hours will be as detailed in the contract documents or as agreed to through coordination with all trades and Massaro.

    4.2 Jobsite Meetings

    The Construction Manager shall provide a space to conduct a regularly scheduled, weekly meeting at the site for the purpose of coordinating the work. The

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    Construction Manager shall require representation from the Prime Contractors and by any Subcontractors as requested by the Owner or Construction Manager. Job meetings will be held at a predetermined day and time each week at the jobsite. Any and all coordination and schedule related issues will be discussed in these meetings. The superintendent/foreman of each company must attend these meetings regardless of the size of his crew on the project at that time. Each superintendent will provide a two-week look-ahead schedule for review and coordination at the meeting. The schedule will show all activities individually, with start/end dates, show the activities critical path based on the overall schedule, and the activities durations in days.

    4.3 Project Staff

    All prime contractors and subcontractors shall provide qualified and experienced Project staff including Project manager, coordinator/Project engineer, quality assurance/quality coordinator, safety officer, and superintendents. Failure to maintain a superintendent on the Project site at all times work is in progress shall be considered a material breach of the Contract, entitling the Owner to seek equitable reimbursement by the Contractor, for durations until the superintendent is on the Project site full time. All communication given to or produced by the Project staff shall be binding as if given to or produced by the Contractor. The superintendent and/or other required Project staff shall be in attendance at the Project site not less than eight hours per day, five days per week, or as required when work is in progress. The Contractor or any other entity shall not employ the superintendent on any other project during their specified term at the Project site. Other members of the Project Staff will process work for the project so as to meet all deadlines/milestones of the project schedule and/or as required by the pace of construction.

    4.4 Communication

    Correspondence boxes for each contractor will be set up in Massaro field office. It is expected that correspondence be picked up daily while working on site. All site superintendents must have a working cellular phone equipped with voicemail for the duration of the project and during normal working hours.

    4.5 Daily Construction Reports

    To be completed per project specifications including weather conditions, number of workers, equipment in use, Prime Contractor / subcontractor activities, general activities, and special occurrences and returned to Massaro. Daily roster to be handed to Owner’s Representative no later than 8:00 AM daily. Payments may be withheld upon failure to submit these reports / rosters.

    4.6 Signage

    Signs, logos, etc. will be permitted on the Contractor’s own equipment but not on the site fence, shanties, or buildings unless otherwise approved by the Owner and Massaro. Post required notices and construction signage information as required

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    by all governing agencies. 4.7 Jobsite Conduct

    Each Contractor’s management should review with their employees that it is imperative that their conduct be socially acceptable at all times. Vulgar or abusive language, sexually suggestive comments or gestures are strictly prohibited and will result in immediate removal from the jobsite and/or criminal prosecution.

    4.8 Clothing

    Proper attire is required on-site. Full-length pants, full length shirts with sleeves, hard sole work boots are required along with any/all safety equipment prescribed in each contractor’s safety plan. Wearing no shirt or tennis shoes is prohibited.

    4.9 Lunch Areas

    All Contractors must provide a container within their break/lunch area for the placement of trash. The areas used for construction lunches are to be kept clean and orderly. The Contractors will provide the labor necessary to clean common use areas daily and dump these public trash containers 2x per week.

    4.10 Damages

    The contractor is responsible for any damage, which may occur to the property of the owner or adjacent private or public properties which in any way results from the acts or neglect of his employees. In Addition, repair and make good, at the expense of the Contractor, all damages thereto including damage to existing utilities and paving arising from operations under the Contract. Repair and protection is the Contractor's responsibility, regardless of the assignment of responsibility for inspection, testing, or similar services.

    Quality Control In addition to the requirements of the specifications, the following shall also apply: It is in the best interest of both Massaro and the contractor to provide top quality workmanship and materials in accordance with the contract drawings and specifications. The contractor agrees to actively participate in Massaro’s Quality Control Program and to correct deficient work immediately upon its discovery at no additional cost to Massaro or the Owner.

    Protect construction for quality control service activities until accepted through the Substantial Completion process including inspections by Architect, Engineers, and Massaro. Manufacturer’s Field Services When directed by the Construction Manager any prime or subcontractor will be directed to require that the manufacturer or supplier of a product or service connected to the project must have qualified personnel provide on-site

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    observations and recommendations at no additional cost to the Owner. Representative shall submit written report to the Architect and the Owner listing observations and recommendations. The Manufacturer shall validate the quality of workmanship and materials when required by manufacturer warranty and site visits by Construction Team Members may be required. Comply with manufacturer's installation instructions and recommendations, to the extent that those instructions and recommendations are more explicit or stringent than requirements contained in Contract Documents

    Provide attachment and connection devices and methods necessary for securing

    Work as required by the manufacturer, even if they are not illustrated on the Contract Documents.

    4.11 Continuing Performance Pending final resolution of a claim, unless otherwise agreed to in writing, the contractor shall proceed diligently with performance of the contract and payments shall continue to be made commensurate with that performance in accordance with the contract documents.

    4.12 Owner Related Issues The Owner shall, in conjunction and coordination with Massaro and the contractors, have the right to place and install equipment during progress of the work and the contractor agrees that such placing and installation of equipment shall not evidence completion of the work or portions of it, nor signify the Owner’s acceptance of the work or portions thereof. Contractors are advised that the Owner may, at his discretion, employ other contractors or employees to perform work on this project. In such an event, all trades working under this contract shall cooperate in order that the work of all parties can be completed in reasonable order. The Owner’s equipment suppliers shall be provided with reasonable use of power and light (normal working hours) necessary for the installation of their work without additional cost to the Owner or Massaro.

    5.0 TEMPORARY FACILITIES AND UTILITIES 5.1 Jobsite Hoisting:

    All hoisting of materials required for the performance of work shall be by each contractor. Install and operate in accordance with all safety regulations of authorities having jurisdiction. Use of crane lifts over any occupied building or area, or the general public is prohibited.

    5.2 Scaffolding All scaffolding required for the performance of work shall be by each Prime

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    Contractor as needed for the work. Install and operate in accordance with all safety regulations of authorities having jurisdiction.

    5.3 Drinking Water: Drinking water and ice shall be the responsibility of all contractors to provide for their work forces.

    5.4 Fire Extinguishers: A) All contractors and all subcontractors must supply and maintain a fire

    extinguisher in all temporary rooms (including jobsite trailer), at flammable material storage areas, and at all locations where welding or burning occurs.

    B) Follow all applicable regulatory hot and safe work procedures when

    performing welding, cutting, torching, grinding, brazing, or tacking, including protecting personnel and the adjacent work area from fire hazards. Store paints, varnishes, volatile oils, and similar combustible materials in properly labeled storage containers and in storage area as required by law. Gasoline and other volatile flammable liquids must be stored in properly labeled storage containers and in storage area as required by law.

    5.5 Temporary Offices and Toilet Facilities: A) The General Trades Contractor shall provide for use by Massaro a section

    modular trailer 60 feet long by 12 feet wide with 8 foot ceiling height.

    1) The trailer shall include two office spaces approximately 12 foot by 12 foot, and an open conference room approximately 36 feet by 12 feet.

    2) Trailer to include delivery, set up, anchoring, leveling, skirting, entrance

    stairs, electric heat, and air conditioning, as well as removal at the end of the project.

    3) Trailer to be equipped with 100 amp 120/208 volt electric service

    (coordinate with trailer requirements) and a minimum of one exterior 20 amp GFI circuit with one duplex outlet each circuit. For electric service include all necessary transformers, panels, breakers, permits, Utility company coordination, including Metering equipment, exterior enclosures for equipment, setup fees. Include all setup, teardown, and impact costs.

    4) Trailer to be equipped with three telephone lines, one in each office space, and one in the conference room area. Also include three phones with voicemail capabilities. One high speed Internet line also in trailer with outlets in each office space and conference room including a wireless router for the conference room area. Include all coordination, with telephone company, interior wiring of trailer, and all usage fees for duration of project. Include all setup, teardown, and impact costs.

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    5) Trailer to be equipped with copier machine including print, fax, scan, and

    copy functions. Must be a color printer / copier / scanner. Must be capable of printing at least 50 pages per minute. Must be able to print 8.5” x 11”, 8” x 14”, and 11” x 17”. Supply all paper and toner required for the duration of the project.

    6) Each office space to be equipped with standard desk with file drawers,

    wheeled desk chair with arms, two visitor chairs, one surge protector (min. six outlets), one two drawer letter size file cabinet, one four drawer legal size file cabinet, one 3’ by 5’ bulletin board, one folding table, one waste basket, and one recycle basket. Provide wall shelving at along a minimum of 1 wall.

    7) Conference room to be equipped with eight feet of sloped drawing table,

    twenty conference table chairs with no arms, conference table(s) to be a minimum total of three feet by twenty four feet, one ceiling mounted LCD projector including all necessary hardware, one ceiling mounted manual projection screen (approx. 4’ x 6’), 3’ lockable storage cabinet, 4’ by 8 ‘ dry eraser marker board, two 3’ by 5’ bulletin boards, two 10 pound fire extinguishers and hangers, standard first aid kit with regular monitoring and refilling such as Zee Medical Service, twenty plan holder sticks and mounting racks to hang holders, ten mail slot holders, one large trash can, and one large recycle bin.

    8) Refrigerated bottled water service with refills as needed for the duration

    of the project. 9) Weekly cleaning of trailer to include garbage removal, sweeping, and wet

    mopping of floors.

    B) Each prime contractor shall maintain support facilities until the completion of their respective scope of work. It shall be the responsibility of the each prime contractor to hire an electrical contractor to hookup and wire their construction office for heating, lighting and A/C.

    5.6 Benchmarks and Building Control Lines:

    The General Trades Contractor shall procure services of a registered land surveyor to perform the field layout work for establishing primary site lines and levels. If any of the control points initially are moved or lost, control points shall be re-established by the General Trades Contractor at no additional cost to the Owner. Contract work shall properly relate to lines and levels and detail dimensions shown or established by supplemental drawings.

    All engineering or field layout for points necessary to perform work is the responsibility of each Prime Contractor and all such information must be copied to Massaro.

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    All other layout is the responsibility of each Prime contractor. Contractors shall exercise proper precaution to verify the dimensions shown on drawings prior to laying out work and report any inaccuracies or errors to Massaro prior to beginning work. The contractor shall be held responsible for any error resulting from failure to exercise such precautions. Coordinate and check all other dimensions and levels as necessary for detailed layout work. All discrepancies, which are found, must be coordinated with Massaro prior to proceeding with the work. Contractors are cautioned that temperature corrections during all surveying and layout must be used. Contractors will be responsible for any and all extensions of lines and grades necessary for their work. Contractors are expected to broom clean as necessary for their own layout.

    At the request of the Construction Manager provide certification, signed by the Contractor's retained field engineer, certifying that elevations and locations of improvements are in conformance or nonconformance with requirements of the Contract Documents.

    5.7 Site Stockpiles (soils):

    Locations for topsoil stockpile and excess cut stockpile are indicated on the E&S drawings. All other stockpiles must comply with NPDES requirements and local codes.

    5.8 Temporary Signage: To be provided by the General Trades Contractor as specified in scope of work.

    5.9 Temporary Utilities

    The General Trades contractor is responsible for all costs for installation, maintenance, and usage fees (with the exception of electrical usage fees only which will be paid by the owner), unless noted otherwise, for all temporary utilities required for their scope of work. The Site Work contractor is responsible for all costs for installation and maintenance of all temporary water service, usage fees to be paid by the General Trades contractor. Allow other entities to use temporary facilities without cost, including, but not limited to Architect, Owner, Construction Manager, testing agencies, and authorities having jurisdiction.

    6.0 GENERAL PROTECTION

    6.1 Protection of Finished Work All Contractors are wholly responsible for the protection of finished work, both their own and that of others, as may be required to perform their work.

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    Each Contractor is responsible for any damage, which may occur to the property of any other Contractor connected with the work, or to adjacent private or public properties, or to any portion of the structure that in any way results from the acts of neglect of his/her employees.

    6.2 Cutting and Patching All patching shall be done by tradesmen who are skilled in the required work. All patchwork will be done to the highest quality standards. Each contractor is responsible for all cutting and patching associated with the performance of their work under the Contract and shall include in their bid the cost of all cutting and patching required in connection with performance of his work. Include supports, protection from elements, protection of surroundings, and immediate clean up. If necessary for the contractor to remove a minimal amount of spray on fireproofing after initial installation it will be his responsibility to replace or pay for the necessary patching. All contractors affected by temporary utilities/openings shall include necessary comeback to infill, patch, etc.

    The Contractor shall not damage or endanger any portion of the work of other Contractors or property of the Owner. The Contractor shall not alter the Owner’s or other Contractor’s work without written consent of the Owner or other Contractor. All such requests shall be made through the Construction Manager. Said consent shall not be unreasonably withheld.

    If unsafe or unsatisfactory conditions are encountered, take corrective action before proceeding. Protect existing construction during cutting and patching to prevent damage. Until provisions have been made to bypass them, take all precautions necessary to avoid cutting existing pipe, conduit, or ductwork serving the building but scheduled to be removed or relocated.

    Where cutting is required use hand or small power tools designed for sawing or grinding, not hammering and chopping. Cut holes and slots neatly to size required to minimum disturbance of adjacent surface. Temporarily cover openings when not in use. To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces.

    6.3 Perimeter Protection It is the responsibility of the Contractor to conform to all OSHA requirements for fall protection for the building perimeters and interior openings.

    6.4 Traffic Control

    Provide traffic control barriers and flag persons throughout the construction period at any point in time that construction traffic obstructs normal traffic conditions.

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    Provide flag persons at pedestrian crossings of construction equipment right of ways 100% of the time, when such equipment is operating. Provide and maintain adequate traffic control and flag person’s services at all points where transporting of equipment and materials engaged on the Work regularly enters and exits from the job site. Provide numbers of flag persons necessary for vehicular and pedestrian traffic control. Provide temporary traffic control barriers to ensure safety of all persons and property in accordance with all applicable regulations.

    END OF SECTION 013100

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    SUBMITTAL PROCEDURES 013300 - 1

    SECTION 013300 – SUBMITTAL PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Preparing and processing of submittals for review and action. 2. Preparing and processing of informational submittals. B. Submit the following for review and action: 1. Shop drawings. 2. Structural design information required by the contract documents. 3. Product data. 4. Samples. 5. Submittals for which procedures are not defined elsewhere. C. Submit the following as informational submittals: 1. Certificates. 2. Coordination drawings. 3. Reports. 4. Qualification statements for manufacturers/installers. D. Specific submittals required are described in individual sections. 1. Provide other information required by Division 21, 22, and 23 for mechanical

    work. 2. Provide other information required by Division 26, 27, and 28 for electrical work. F. Related Sections: The following are specified elsewhere in Division 1: 1. Payment, modification, and completion submittals. a. Applications for payment.

    b. Schedule of values. c. Schedule of suppliers and subcontractors

    c. Change proposals. 2. Product submittals: a. Operating and maintenance data. b. Warranties. c. Maintenance materials and tools. 3. Contract closeout submittals: a. Equipment and systems demonstration reports. 1.2 DEFINITIONS A. Shop Drawings: See General Conditions. B. Product Data: See General Conditions.

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    1. Product data submittals also include: a. Performance curves, when issued by the manufacturer for all products of that

    type. b. Selection data showing standard colors. c. Wiring diagrams, when standard for all products of that type. C. Samples: See General Conditions. D. Informational Submittals: Submittals identified in the contract documents as to be

    submitted for information only. 1.3 FORM OF SUBMITTALS A. Electronic Submittals 1. All electronic submittals and shop drawings must be in PDF format 2. Submittals must be submitted via Massaro CM Services’ Prolog Converge website.

    B. Sheets Larger Than 11 by 17 Inches: 1. Maximum sheet size: 36 by 48 inches. a. Exception: Full size pattern or template drawings. 2. Number of copies: a. Submittals for review: 1. Reproducible will be returned. 2. 5 copies of blue- or black-line prints, plus quantity required by the

    Trade Contractor. 3. All but 4 copies will be returned. b. Informational submittals: 1. Five copies of opaque prints. 2. 1 copy will be returned. D. Samples: 3 sets of each. 1. 1 set will be returned. 2. In addition to the physical samples, the Prime Contractor shall submit an electronic

    photograph of each product sample via the Prolog Converge website in JPEG format.

    E. If additional sets are needed by other entities involved in work represented by the

    samples, submit with original submittal. F. Copies in excess of the number requested will be returned. G. Provide to the Construction Manager additional copies for project record documents.

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    H. Each Prime Contractor shall provide four (4) copies of a submittal schedule within 15 business days of notice to proceed. The schedule should be in tabular format and should include the following information at a minimum:

    1. Scheduled date for first submittal 2. Specification section number and title 3. Submittal category (action or informational) 4. Name of subcontractor 5. Description of work covered 6. Scheduled dates for Architect’s final release or approval 1.4 COORDINATION OF SUBMITTALS A. Coordinate submittals and activities that must be performed in sequence, so that the

    architect has enough information to properly review the submittals. B. Coordinate submittals of different types for the same product or system so that the

    architect has enough information to properly review each submittal. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION 3.1 TIMING OF SUBMITTALS A. Deliver each submittal requiring approval in time to allow for adequate review and

    processing time, including resubmittals if necessary. Failure of the Prime Contractor in this respect will not be considered as grounds for an extension of the contract time.

    B. Deliver each informational submittal prior to start of the work involved, unless the

    submittal is of a type which cannot be prepared until after completion of the work; submit promptly.

    C. If a submittal must be processed within a certain time in order to maintain the progress of

    the work, state so clearly on the submittal. D. If a submittal must be delayed for coordination with other submittals not yet submitted,

    the architect may at his option either return the submittal with no action or notify the Prime Contractor of the other submittals, which must be received before the submittal can be reviewed.

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    SUBMITTAL PROCEDURES 013300 - 4

    E. Allow a minimum of 20 business days for the first processing of each submittal, 5 business days for the Construction Manger’s review and 15 business days for the Architect / Engineer review. Allow more time when submittals must be coordinated with later submittals and for large or detailed submittals.

    F. Allow a minimum of 20 business days for processing of resubmittals. 3.2 SUBMITTAL PROCEDURES - GENERAL

    A. General Procedures: 1. Prime Contractor Review: Sign each copy of each submittal certifying compliance

    with the requirements of the contract documents. 2. Notify the architect, in writing and at time of submittal, of all points upon which the

    submittal does not conform to the requirements of the contract documents, if any. 3. Do not commence work, which requires review of any submittals until receipt of

    returned submittals with an acceptable action. 4. Do not allow submittals without an acceptable action marking to be used for the

    project. 5. Do not submit substitute items that have not been approved by means of the

    procedure specified elsewhere.

    B. Hard Copy Submittals: 1. Hard copies of submittals will be required for all sheets larger than 11” x 17”.

    2. Preparation of Submittals: a. Label each copy of each submittal, with the following information: 1. Project name. 2. Date of submittal. 3. Prime Contractor's name and address. 4. Subcontractor's name and address. 5. Supplier's name and address. 6. Manufacturer's name. 7. Other necessary identifying information. b. Pack submittals suitably for shipment. c. Submittals to receive architect's action marking: Provide blank space on the

    label or on the submittal itself for action marking; minimum 4 inches wide by 5 inches high.

    3. Transmittal of Submittals:

    a. Submittals will be accepted from the Prime Contractors only. Submittals received from other entities will be returned without review or action.

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    b. Submittals received without a transmittal form will be returned without review or action.

    c. Transmittal form: Use AIA G810. d. Fill out a separate transmittal form for each submittal; also include the

    following: 1. Other relevant information. 2. Requests for additional information.

    C. Electronic Submittals:

    1. Electronic submittals in PDF format will be required for all submittals and sheets that are 11” x 17” and smaller.

    2. Preparation of Electronic Submittals: a. Label each submittal, with the following information: 1. Project name. 2. Date of submittal. 3. Prime Contractor's name and address. 4. Subcontractor's name and address. 5. Supplier's name and address. 6. Manufacturer's name. 7. Other necessary identifying information. b. Submittals to receive architect's action marking: Provide blank space on the

    label or on the submittal itself for action marking; minimum 4 inches wide by 5 inches high.

    3. Transmittal of Electronic Submittals: a. Submittals must be submitted via Massaro CM Services’ Prolog Converge

    website. b. Only Prime Contractors will have access to the Prolog Converge website c. Submittals received without a transmittal form will be returned without

    review or action. d. Transmittal form: Use AIA G810. e. Fill out a separate transmittal form for each submittal; also include the

    following: 1. Other relevant information. 2. Requests for additional information.

    f. An e-mail notification must be sent to Massaro CM Services immediately upon posting any submittals onto the Prolog Converge website.

    g. Each Prime Contractor will be provided user accounts for Prolog Converge. h. Each Prime Contractor will be responsible for a $100.00/month fee

    payable to Massaro CM Services, LLC.

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    3.3 SHOP DRAWINGS A. Content: Include the following information: 1. Dimensions, at accurate scale. 2. All field measurements that have been taken, at accurate scale. 3. Names of specific products and materials used. 4. Coordination requirements; show relationship to adjacent or critical work. 5. Name of preparing firm. B. Preparation: 1. Reproductions of contract documents are not acceptable as shop drawings. 2. Identify as indicated for all submittals. 3. Space for architect's action marking shall be adjacent to the title block. 3.4 PRODUCT DATA A. Content: 1. Submit manufacturer's standard printed data sheets. 2. Identify the particular product being submitted; submit only pertinent pages. 3. Identify which options and accessories are applicable. 4. Include recommendations for application and use. 5. Show compliance with the specific standards referenced. 6. Show compliance with specified testing agency listings; show the limitations of their

    labels or seals, if any. 7. Identify dimensions, which have been verified by field measurement. 8. Show special coordination requirements for the product. 3.5 SAMPLES A. Samples: 1. Where unavoidable variations must be expected, submit "range" samples,

    minimum of 3 units, and describe or identify variations among units of each set. 2. Where selection is required, provide full set of all options. 3. Where products are to match a sample prepared by other entities, prepare

    sample to match. B. Preparation: 1. Attach a description to each sample. 2. Attach name of manufacturer or source to each sample. 3. Where compliance with specified properties is required, attach documentation

    showing compliance. 4. Where there are limitations in availability, delivery, or other similar characteristics,

    at