1-Div 01.pdf

McCarthy #250005-10 HIGH STREET PEDESTRIAN AND Womelsdorf Borough ACCESSIBILITY IMPROVEMENTS Berks County

SUMMARY OF WORK 011000 - 1

SECTION 011000 – SUMMARY OF WORK

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes the following:

1. Work covered by the Contract Documents.

2. Type of the Contract.

3. Work phases.

4. Products ordered in advance.

5. Owner-furnished products.

6. Use of premises.

7. Work restrictions.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Identification: HIGH STREET PEDESTRIAN AND ACCESSIBILITY IMPROVEMENTS.

1. Project Location: Borough of Womelsdorf, Berks County, PA

B. Owner: Borough of Womelsdorf – 101 West High Street, Womelsdorf, PA 19567

1. Owner's Representative: Mike Williams – Borough Manager

C. Contractor: Firm engaged by Owner, in accordance with this document, is the Contractor for this project.

D. Project Engineer: McCarthy Engineering Associates – James McCarthy, PE – 1011 N Park Rd., Wyomissing, PA 19610

E. The Work consists of the following:

1. The Work will consist of curb repair, pavement restoration, installation of ADA ramps, and restoration along High Street, N 3rd Street and S 2nd Street. Tree removal may be included as directed by the Owner.

2. All work must be conducted in such a way as to not disrupt parking access for residents of the Borough for excessive periods of time.

SUMMARY OF WORK 011000 - 2

3. Staging of material must occur at the specified lay-down area indicated on the construction drawings. Staging shall not occur in the roadway where construction will take place. All staging area shall be cleaned and restored to the conditions with which they existed before the construction activities.

1.4 MAJOR ITEMS OF WORK

A. The following major items of work are included in this contract:

1. Construction and reconstruction of curbing and paving

2. Demolition of existing curbing and paving

3. Installation of curbing, sidewalk restoration, and ADA Ramps

4. Restoration of disturbed items and areas

5. Work around, over, and under existing above-ground and below-ground utilities

6. Other improvements as shown on the Contract Drawings and listed in the Contract Documents

1.5 TYPE OF CONTRACT

A. Project will be constructed under a single prime contract.

1.6 WORK PHASES

A. The Work shall be conducted in one phase in accordance with the construction sequence.

B. Before commencing Work, submit a schedule showing the sequence, commencement and completion dates.

1.7 USE OF PREMISES

A. Use of Site: Limit use of premises to work in areas indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated. Contractor is responsible for, at no cost to project owner, all repairs to areas damaged outside of project limits.

1. Limits: Confine constructions operations to within boundary limits shown on referenced plans.

2. Owner Occupancy: Allow for Owner occupancy of Project site.

3. Driveways and Entrances: Keep driveways and entrances 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 entrances.

b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

SUMMARY OF WORK 011000 - 3

1.8 WORK RESTRICTIONS

A. On-Site Work Hours: Work shall be generally performed during normal business working hours of 7 a.m. to 5 p.m., Monday through Friday, except otherwise indicated.

1. Weekend Hours: Prior to working weekend hours, permission must be received from Borough Manager.

2. Hours for Utility Shutdowns: Prior to interrupting utilities, permission must be received from the Borough.

3. All scheduled and unscheduled hours to perform this work shall be approved by the Borough.

B. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:

1. Notify Borough not less than two days in advance of proposed utility interruptions.

2. Do not proceed with utility interruptions without Borough’s written permission.

3. Contractor is responsible for providing temporary utility service to continue Owner’s operations without interruption.

END OF SECTION 011000

PRICE AND PAYMENT PROCEDURES 012000 - 1

SECTION 012000 - PRICE AND PAYMENT PROCEDURES

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Cash allowances.

B. Contingency allowances.

C. Testing and inspection allowances.

D. Schedule of Values.

E. Application for Payment.

F. Change procedures.

G. Defect assessment.

H. Unit prices.

I. Alternates.

1.2 CASH ALLOWANCES

A. Costs Included in Cash Allowances: Cost of product to Contractor or Subcontractor, less applicable trade discounts; delivery to Site and applicable taxes unless stated otherwise in Allowance Schedule.

B. Costs Not Included in Cash Allowances but Included in Contract Sum/Price: Product handling at Site including unloading, uncrating, and storage; protection of products from elements and from damage; and labor for installation and finishing unless stated otherwise in Allowance Schedule.

C. Engineer Responsibilities:

1. Consult with Contractor for consideration and selection of products installers.

2. Select products in consultation with Owner and transmit decision to Contractor.

3. Prepare Change Order.

D. Contractor Responsibilities:

1. Assist Engineer in selection of products, and suppliers.

2. Obtain proposals from suppliers and offer recommendations.

3. Upon notification of selection by Engineer, execute purchase agreement with designated supplier.

PRICE AND PAYMENT PROCEDURES 012000 - 2

4. Arrange for and process Shop Drawings, Product Data, and Samples. Arrange for delivery.

5. Promptly inspect products upon delivery for completeness, damage, and defects. Submit claims for transportation damage.

E. Differences in costs will be adjusted by Change Order.

1.3 CONTINGENCY ALLOWANCES

A. Include in Contract a stipulated sum/price for use upon Owner's instruction as a contingency allowance.

B. Contractor's costs for products, delivery, installation, labor, insurance, payroll, taxes, bonding, equipment rental, overhead, and profit will be included in Change Orders authorizing expenditure of funds from this contingency allowance.

C. Funds will be drawn from contingency allowance only by Change Order.

D. At closeout of Contract, funds remaining in contingency allowance will be credited to Owner by Change Order.

1.4 TESTING AND INSPECTION ALLOWANCES

A. Costs Included in Testing and Inspecting Allowances:

1. Cost of engaging testing and inspecting agency.

2. Execution of tests and inspecting.

3. Reporting results.

B. Costs Not Included in Testing and Inspecting Allowance but Included in Contract Sum/Price:

1. Costs of incidental labor and facilities required to assist testing or inspecting agency.

2. Costs of testing services used by Contractor separate from Contract Document requirements.

3. Costs of retesting upon failure of previous tests as determined by Engineer.

C. Payment Procedures:

1. Submit one copy of inspecting or testing firm's invoice with next Application for Payment.

2. Pay invoice upon approval by Engineer.

D. Testing and Inspecting Allowance Schedule:

E. Differences in cost will be adjusted by Change Order.

1.5 SCHEDULE OF VALUES

A. Submit printed schedule Contractor's standard form.

PRICE AND PAYMENT PROCEDURES 012000 - 3

B. Submit Schedule of Prices in duplicate within 15 days after date of Owner-Contractor Agreement.

C. Include in each line item amount of allowances as specified in this Section. For unit cost allowances, identify quantities taken from Contract Documents multiplied by unit cost to achieve total for each item.

D. Include within each line item, direct proportional amount of Contractor's overhead and profit.

E. Revise schedule to list approved Change Orders with each Application for Payment.

1.6 APPLICATION FOR PAYMENT

A. Submit two (2) copies of each Application for Payment.

B. Content and Format: Use Schedule of Values for listing items in Application for Payment.

C. Submit updated construction schedule with each Application for Payment.

D. Payment Period: Submit at intervals stipulated in the Agreement.

E. Submit submittals with transmittal letter as specified in Section 013300 - Submittal Procedures.

F. Submit three copies of waivers requested by Owner.

G. Substantiating Data: When Engineer requires substantiating information, submit data justifying dollar amounts in question. Include the following with Application for Payment:

1. Affidavits attesting to off-Site stored products, if any.

2. Construction Progress Schedule, revised and current as specified in Section 013300 -

Submittal Procedures.

1.7 CHANGE PROCEDURES

A. Submittals: Submit name of individual who is authorized to receive change documents and is responsible for informing others in Contractor's employ or Subcontractors of changes to the Work.

B. Carefully study and compare Contract Documents before proceeding with fabrication and installation of Work. Promptly advise Engineer of any error, inconsistency, omission, or apparent discrepancy.

C. Requests for Interpretation (RFI) and Clarifications: Allot time in construction scheduling for liaison with Engineer; establish procedures for handling queries and clarifications.

D. Engineer will advise of minor changes in the Work not involving adjustment to Contract Sum/Price or Contract Time by issuing supplemental instructions.

PRICE AND PAYMENT PROCEDURES 012000 - 4

E. Engineer may issue Proposal Request or Notice of Change including a detailed description of proposed change with supplementary or revised Drawings and Specifications, a change in Contract Time for executing the change.

F. Contractor may propose changes by submitting a request for change to Engineer, describing proposed change and its full effect on the Work. Include a statement describing reason for the change and the effect on Contract Sum/Price and Contract Time with full documentation.

G. Stipulated Sum/Price Change Order: Based on Proposal Request and Contractor's estimated price quotation or Contractor's request for Change Order as approved by Engineer.

H. Unit Price Change Order: For Contract unit prices and quantities, the Change Order will be executed on a fixed unit price basis. For unit costs or quantities of units of that which are not predetermined, execute Work under Construction Change Directive. Changes in Contract Sum/Price or Contract Time will be computed as specified for the Change Order.

I. Construction Change Directive: Engineer may issue directive, signed by Owner, instructing Contractor to proceed with change in the Work, for subsequent inclusion in a Change Order.

Document will describe changes in the Work and designate method of determining any change in Contract Sum/Price or Contract Time. Promptly execute change.

J. Change Order: Submit itemized account and supporting data after completion of change, within time limits indicated in Conditions of the Contract. Engineer will determine change allowable in Contract Sum/Price and Contract Time as provided in Contract Documents.

K. Maintain detailed records of Work done on time and material basis. Provide full information required for evaluation of proposed changes and to substantiate costs for changes in the Work.

L. Document each quotation for change in Project Cost or Time with sufficient data to allow evaluation of quotation.

M. Change Order Forms: Contractor’s standard Change Order Form.

N. Execution of Change Orders: Engineer will issue Change Orders for signatures of parties as provided in Conditions of the Contract.

O. Correlation of Contractor Submittals:

1. Promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as separate line item and adjust Contract Sum/Price.

2. Promptly revise Progress Schedules to reflect change in Contract Time, revise subschedules to adjust times for other items of Work affected by the change, and resubmit.

3. Promptly enter changes in Record Documents.

1.8 DEFECT ASSESSMENT

A. Replace the Work, or portions of the Work, not conforming to specified requirements.

PRICE AND PAYMENT PROCEDURES 012000 - 5

B. If, in the opinion of the Engineer, it is not practical to remove and replace the Work, the Engineer will direct appropriate remedy or adjust payment.

C. The defective Work may remain, but unit sum/price will be at discretion of Engineer and Owner.

D. Defective Work will be partially repaired according to instructions of Engineer, and unit sum/price will be at discretion of Engineer.

E. Individual Specification Sections may modify these options or may identify specific formula or percentage sum/price reduction.

F. Authority of Engineer and Owner to assess defects and identify payment adjustments is final.

G. Nonpayment for Rejected Products: Payment will not be made for rejected products for any of the following reasons:

1. Products wasted or disposed of in a manner that is not acceptable.

2. Products determined as unacceptable before or after placement.

3. Products not completely unloaded from transporting vehicle.

4. Products placed beyond lines and levels of the required Work.

5. Products remaining on hand after completion of the Work.

6. Loading, hauling, and disposing of rejected products.

1.9 UNIT PRICES

A. Authority: Measurement methods are delineated in individual Specification Sections.

B. Measurement methods delineated in individual Specification Sections complement criteria of this Section. In event of conflict, requirements of individual Specification Section govern.

C. Take measurements and compute quantities. Engineer will verify measurements and quantities.

D. Unit Quantities: Quantities and measurements indicated on Bid Form are for Contract purposes only. Quantities and measurements supplied or placed in the Work shall determine payment.

1. When actual Work requires more or fewer quantities than those quantities indicated, provide required quantities at contracted unit sum/prices.

E. Payment Includes: Full compensation for required labor, products, tools, equipment, plant and facilities, transportation, services and incidentals; erection, application, or installation of item of the Work; overhead and profit.

F. Final payment for Work governed by unit prices will be made on basis of actual measurements and quantities accepted by Engineer multiplied by unit sum/price for Work incorporated in or made necessary by the Work. These adjustments compared to the contracted (bid) price shall be reflected in a Final Price Change Order for record-keeping purposes of the OWNER by the Contractor.

G. Measurement of Quantities:

PRICE AND PAYMENT PROCEDURES 012000 - 6

1. Measurement by Area: Measured by square dimension using mean length and width or radius.

2. Linear Measurement: Measured by linear dimension, at item centerline or mean chord.

3. Stipulated Sum/Price Measurement: Items measured by weight, volume, area, or linear means or combination, as appropriate, as completed item or unit of the Work.

PART 2 - PRODUCTS - Not Used

PART 3 - EXECUTION - Not Used

END OF SECTION 012000

ADMINISTRATIVE REQUIREMENTS 013000 - 1

SECTION 013000 – ADMINISTRATIVE REQUIREMENTS

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Coordination and Project conditions

B. Preconstruction meeting

C. Site mobilization meeting

D. Progress meeting

E. Preinstallation meeting

F. Closeout meeting

G. Alteration procedures

1.2 COORDINATION AND PROJECT CONDITIONS

A. Coordination scheduling, submittals, and Work of various Sections of Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later.

B. Verify that utility requirements and characteristics of operating equipment are compatible with building utilities. Coordinate Work of various Sections having interdependent responsibilities for installing, connecting to, and placing operating equipment in service.

C. Coordinate space requirements, supports, and installation of mechanical and electrical Work indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit as closely as practical; place runs parallel with lines of building. Use spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs.

1. Coordination Drawings: Prepare as required to coordinate all portions of Work.

Show relationship and integration of different construction elements that require coordination during fabrication or installation to fit in space provided or to function as intended. Indicate locations where space is limited for installation and access and where sequencing and coordination of installations are important.

D. Coordinate Meetings: In addition to other meetings specified in this Section, hold coordination meetings with personnel and Subcontractors to ensure coordination of work.

ADMINISTRATIVE REQUIREMENTS 013000 - 2

E. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within construction. Coordinate locations of fixtures and outlets with finish elements.

F. Coordinate completion and clean-up of Work of separate Sections in preparation for Substantial Completion and for portions of Work designated for Owner’s occupancy.

G. After Owner’s occupancy of premises, coordinate access to Site for correction of defective Work and Work not complying with Contract Documents, to minimize disruption of Owner’s activities.

1.3 PRECONSTRUCTION MEETING

A. Engineer and Owner will schedule and preside over meeting after Notice of Award.

B. Attendance Required: Engineer, Owner, major Subcontractors, and Contractor.

C. Minimum Agenda:

1. Execution of Owner-Contractor Agreement

2. Submission of executed bonds and insurance certificates

3. Distribution of Contract Documents

4. Submission of list of Subcontractors, list of products, schedule of values, and

Progress Schedule

5. Designation of personnel representing parties in Contract, and Engineer

6. Communication procedures

7. Procedures and processing of requests for interpretations, field decisions, field orders, submittals, substitutions, Applications for Payments, proposal request, Change Orders, and Contract closeout procedures.

8. Scheduling

9. Critical Work sequencing

D. Contractor: Record minutes and distribute copies to participants within two days after meeting, with two copies each to Engineer, Owner, and those affected by decisions made.

1.4 SITE MOBILIZATION MEETING

A. Engineer will schedule and preside over meeting at Project Site prior to Contractor occupancy.

B. Attendance Required: Engineer, Owner, Contractor, and major Subcontractors.

C. Minimum Agenda:

1. Use of premises by Owner and Contractor

2. Owner’s requirements and partial occupancy

3. Construction facilities and controls

ADMINISTRATIVE REQUIREMENTS 013000 - 3

4. Temporary utilities

5. Security and housekeeping procedures

6. Schedules

7. Procedures for testing

8. Procedures for maintaining record documents

9. Requirements for startup of equipment

10. Inspection and acceptance of equipment put into service during construction period

D. Contractor: Record minutes and distribute copies to participants within two days after meeting, with two copies each to Engineer, Owner, and those affected by decisions made.

1.5 PROGRESS MEETINGS

A. Schedule and administer meetings throughout progress of the Work at maximum bi-monthly intervals.

B. Engineer will make arrangements for meetings, prepare agenda with copies for participants, and preside over meetings.

C. Attendance required: Job superintendent, major Subcontractors, and suppliers, and Engineer, Owner, as appropriate to agenda topics for each meeting.

D. Minimum Agenda:

1. Review minutes of previous meetings

2. Review of Work progress

3. Field observations, problems, and decisions

4. Identification of problems impeding planned progress

5. Review of submittal schedule and status of submittals

6. Review of off-Site fabrication and delivery schedules

7. Maintenance of Progress Schedule

8. Corrective measures to regain projected schedules

9. Planned progress during succeeding work period

10. Coordination of projected progress

11. Maintenance of quality and work standards

12. Effect of proposed changes on Progress Schedule and coordination

13. Other business relating to work

E. Contractor: Record minutes and distribute copies to participants within two days after meeting, with two copies each to Engineer, Owner, and those affected by decisions made.

1.6 PREINSTALLATION MEETINGS

A. When required in individual Specification Sections, convene preinstallation meetings at Project Site before starting Work of specific Section.

ADMINISTRATIVE REQUIREMENTS 013000 - 4

B. Require attendance of parties directly affecting, or affected by, Work of specific Section.

C. Notify Engineer days in advance of meeting date.

D. Prepare agenda and preside over meeting:

1. Review conditions of installation, preparation, and installation procedures.

2. Review coordination with related Work.

E. Contractor: Record minutes and distribute copies to participants within two days after meeting, with two copies each to Engineer, Owner, and those affected by decisions made.

1.7 CLOSEOUT MEETING

A. Schedule Project closeout meeting with sufficient time to prepare for requesting Substantial Completion. Preside over meeting and be responsible for minutes.

B. Attendance Required: Contractor, Engineer, Owner, and others appropriate to agenda.

C. Notify Engineer four days in advance of meeting date.

D. Minimum Agenda:

1. Start-up of facilities and systems

2. Operations and maintenance manuals

3. Testing, adjusting, and balancing

4. System demonstration and observation

5. Operation and maintenance instructions for Owner’s personnel

6. Contractor’s inspection of work

7. Contractor’s preparation of an initial “punch list”

8. Procedure to request Engineer inspection to determine date of Substantial

Completion

9. Completion time for correcting deficiencies

10. Inspections by authorities having jurisdiction

11. Certificate of Occupancy and transfer of insurance responsibilities

12. Partial release of retainage

13. Final cleaning

14. Preparation for final inspection

15. Closeout Submittals:

a. Project record documents

b. Operating and maintenance documents

c. Operating and maintenance materials

d. Affidavits

16. Final Application for Payment

17. Contractor’s demobilization of Site

18. Maintenance

ADMINISTRATIVE REQUIREMENTS 013000 - 5

E. Contractor: Record minutes and distribute copies to participants within two days after meeting, with two copies each to Engineer, Owner, and those affected by decisions made.

PART 2 - PRODUCTS – Not Used

PART 3 – EXECUTION

3.1 ALTERATION PROCEDURES

A. Entire facility will be occupied for normal operations during progress of construction.

Cooperate with owner in scheduling operations to minimize conflict and to permit continuous usage.

1. Perform Work not to interfere with operations of occupied areas.

2. Keep utility and service outages to a minimum and perform only after written approval of Owner.

3. Clean Owner-occupied areas daily. Clean spillage, overspray, and heavy collection of dust in Owner-occupied areas immediately.

B. Materials: As specified in product Sections; match existing products with new products for patching and extending Work.

C. Employ skilled and experienced installer to perform alteration and renovation Work.

D. Cut, move, and remove items as necessary for access to alterations and renovation Work. Replace and restore at completion. Comply with Section 017000 – Execution and Closeout Requirements.

E. Remove unsuitable material not marked for salvage, including rotted wood, corroded metals, and deteriorated masonry and concrete. Replace materials as specified for finished Work.

F. Remove debris and abandoned items from area and from concealed spaces.

G. Prepare surface and remove surface finishes to permit installation of new Work and finishes.

H. Close openings in exterior surfaces to protect existing Work from weather and extremes of temperature and humidity.

I. Remove, cut, and patch Work to minimize damage and to permit restoring products and finishes to specified condition.

J. Where new Work abuts or aligns with existing Work, provide smooth and even transition. Patch Work to match existing adjacent Work in texture and appearance.

ADMINISTRATIVE REQUIREMENTS 013000 - 6

K. When finished surfaces are cut so that smooth transition with new Work is not possible, terminate existing surface along straight line at natural line of division and submit recommendation to Engineer for review.

L. Patch or replace portions of existing surfaces that are damaged, lifted, discolored, or showing other imperfections.

M. Finish surfaces as specified in individual product Sections.

END OF SECTION 013000

CONSTRUCTION PROGRESS SCHEDULE 013216 - 1

SECTION 013216 – CONSTRUCTION PROGRESS SCHEDULE

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Submittals

B. Quality assurance

C. Bar chart schedules

D. Review and evaluation

E. Updating schedules

F. Distribution

1.2 SUBMITTALS

A. Within 10 days after date established in Notice to Proceed, submit proposed preliminary network diagram defining planned operations for first 60 days of Work, with general outline for remainder of Work.

B. Participate in review of preliminary and complete network diagrams jointly with Engineer.

C. Within 20 days after joint review of proposed preliminary network diagram, submit draft of proposed complete network diagram for review. Include written certification that major Subcontractors have reviewed and accepted proposed schedule.

D. Within ten (10) days after joint review, submit complete network analysis consisting of network diagrams and mathematical analyses.

E. Submit updated network schedules with each Application for Payment.

F. Submit number of opaque reproductions Contractor requires, plus two (2) copies Engineer will retain.

G. Submit network schedules under transmittal letter form specified in Section 013300

– Submittal Procedures.

H. Schedule Updates:

1. Overall percent complete, projected and actual

2. Completion progress by listed activity and sub-activity, to within five (5) working days prior to submittal

3. Changes in Work scope and activities modified since submittal

CONSTRUCTION PROGRESS SCHEDULE 013216 - 2

4. Delays in submittals or resubmittals, deliveries, or Work

5. Adjusted or modified sequences of Work

6. Other identifiable changes

7. Revised projections of progress and completion

I. Narrative Progress Report

1. Submit with each monthly submission of Progress Schedule

2. Summary of Work completed during the past period between reports

3. Work planned during the next period

4. Explanation of differences between summary of Work completed and Work planned in previously submitted report

5. Current and anticipated delaying factors and estimated impact on other activities and completion milestones

6. Corrective action taken or proposed

1.3 NETWORK ANALYSIS SCHEDULES

A. Prepare network analysis diagrams and supporting mathematical analyses using critical path method.

B. Illustrate order and interdependence of activities and sequence of Work; how start of given activity depends on completion of preceding activities, and how completion of activity may restrain start of subsequent activities.

C. Illustrate complete sequence of construction by activity, identifying Work of separate stages. Indicate dates for submittals and return of submittals; dates for procurement and delivery of products; and dates for installation and provision for testing. Include legend for symbols and abbreviations used.

D. Mathematical Analysis: Tabulate each activity of detailed network diagrams using calendar dates, and identify for each activity:

1. Preceding and following event numbers

2. Activity description

3. Estimated duration of activity, in maximum fifteen (15) day intervals. Status of critical activities

4. Earliest start date

5. Earliest finish date

6. Actual start date

7. Actual finish date

8. Latest start date

9. Latest finish date

10. Total and free float; accrue float time to Owner and to Owner’s benefit

11. Monetary value of activity, keyed to Schedule of Values

12. Percentage of activity completed

13. Responsibility

CONSTRUCTION PROGRESS SCHEDULE 013216 - 3

E. Analysis Program: Capable of compiling monetary value of completed and partially completed activities, of accepting revised completion dates, and recomputing of scheduled dates and float.

F. Required Sorts: List activities in sorts or groups:

1. By preceding Work item or event number from lowest to highest

2. By longest float, then in order of early start

3. By responsibility in order of earliest possible start date

4. In order of latest allowable start dates

5. In order of latest allowable finish dates

6. Contactor’s periodic payment request sorted by Schedule of Values list

7. List of basic input data-generating report

8. List of activities on critical path

G. Prepare sub-schedules for each stage of Work and Sequencing of Construction Plan identified in Section 011000 – Summary.

H. Coordinate contents with Schedule of Values in Section 013300 – Submittal Procedures.

1.4 BAR CHART SCHEDULES

A. Format: Bar chart Schedule, to include at least:

1. Identification and listing in chronological order of those activities reasonably required to complete the Work, including:

a. Subcontract Work

b. Major equipment design, fabrication, factory testing, and delivery dates including required lead times

c. Move-in and other preliminary activities

d. Equipment and equipment system test and startup activities

e. Project closeout and cleanup

f. Work sequences, constraints, and milestones

2. Listings identified by Specification Section number.

3. Identification of the following:

a. Horizontal time frame by year, month, and week

b. Duration, early start, and completion for each activity and sub-activity

c. Critical activities and Project float

d. Sub-schedules to further define critical portions of Work

1.5 REVIEW AND EVALUATION

A. Participate in joint review and evaluation of schedules with Engineer at each submittal.

CONSTRUCTION PROGRESS SCHEDULE 013216 - 4

B. Evaluate Project status to determine Work behind schedule and Work ahead of schedule.

C. After review, revise schedules incorporating results of review, and resubmit within ten (10) days.

1.6 UPDATING SCHEDULES

A. Maintain schedules to record actual start and finish dates of completed activities.

B. Indicate progress of each activity to date of revision, with projected completion date of each activity. Update schedules to depict current status of Work.

C. Identify activities modified since previous submittal, major changes in Work, and other identifiable changes.

D. Upon approval of a Change Order, include the change in the next schedule submittal.

E. Indicate changes required to maintain Date of Total Completion.

F. Submit sorts as required to support recommended changes.

G. Prepare narrative report to define problem areas, anticipated delays, and impact on schedule. Report corrective action taken or proposed and its effect including effects of changes on schedules of separate Contractors.

1.7 DISTRIBUTION

A. Following joint review, distribute copies of updated schedules to Contractor’s Project site file, to Subcontractors, suppliers, Engineer, and Owner.

B. Instruct recipients to promptly report, in writing, problems anticipated by projections shown in schedules.

PART 2 - PRODUCTS – Not Used

PART 3 – EXECUTION – Not Used

END OF SECTION 013216

SUBMITTAL PROCEDURES 013300 - 1

SECTION 013300 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals.

B. Related Sections include the following:

1. Division 01 Section "Payment Procedures" for submitting Applications for Payment and the Schedule of Values.

2. Division 01 Section "Project Management and Coordination" for submitting and distributing meeting and conference minutes and for submitting Coordination Drawings.

3. Division 01 Section "Construction Progress Documentation" for submitting schedules and reports, including Contractor's Construction Schedule and the Submittals Schedule.

4. Division 01 Section "Quality Requirements" for submitting test and inspection reports.

5. Division 01 Section "Closeout Procedures" for submitting warranties.

6. Divisions 02 through 33 Sections for specific requirements for submittals in those

Sections.

1.2 DEFINITIONS

A. Action Submittals: Written and graphic information that requires Construction Manager's or Engineer’s responsive action.

B. Informational Submittals: Written information that does not require Construction Manager's or Engineer’s responsive action. Submittals may be rejected for not complying with requirements.

1.3 SUBMITTAL PROCEDURES

A. General: Electronic copies of CAD Drawings of the Contract Drawings will not be provided by Construction Manager or Engineer for Contractor's use in preparing submittals.

B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

SUBMITTAL PROCEDURES 013300 - 2

2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.

a. Construction Manager reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

C. Submittals Schedule: Comply with requirements in Division 01 Section "Construction Progress Documentation" for list of submittals and time requirements for scheduled performance of related construction activities.

D. Processing Time: Allow enough time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Construction Manager's or Engineer’s receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.

1. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Construction Manager or Engineer will advise Contractor when a submittal being processed must be delayed for coordination.

2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal.

3. Resubmittal Review: Allow 15 days for review of each resubmittal.

4. Sequential Review: Where sequential review of submittals by Construction Manager's consultants, Owner, or other parties is indicated, allow 21 days for initial review of each submittal.

E. Identification: Place a permanent label or title block on each submittal for identification.

1. Indicate name of firm or entity that prepared each submittal on label or title block.

2. Provide a space approximately 6 by 8 inches on label or beside title block to record

Contractor's review and approval markings and action taken by Construction Manager or Engineer.

3. Include the following information on label for processing and recording action taken:

a. Project name.

b. Date.

c. Name and address of Construction Manager.

d. Name and address of Engineer.

e. Name and address of Contractor.

f. Name and address of subcontractor.

g. Name and address of supplier.

h. Name of manufacturer.

i. Submittal number or other unique identifier, including revision identifier.

j. Drawing number and detail references, as appropriate.

k. Location(s) where product is to be installed, as appropriate.

l. Other necessary identification.

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F. Deviations: Highlight, encircle, or otherwise specifically identify deviations from the Contract Documents on submittals.

G. Additional Copies: Unless additional copies are required for final submittal, and unless Construction Manager observes noncompliance with provisions in the Contract Documents, initial submittal may serve as final submittal.

1. Submit one copy of submittal to concurrent reviewer in addition to specified number of copies to Construction Manager.

2. Additional copies submitted for maintenance manuals will be marked with action taken and will be returned.

H. Transmittal: Package each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. Construction Manager will return submittals, without review, received from sources other than Contractor.

1. Transmittal Form: Provide locations on form for the following information:

a. Project name.

b. Date.

c. Destination (To:).

d. Source (From:).

e. Names of subcontractor, manufacturer, and supplier.

f. Category and type of submittal.

g. Submittal purpose and description.

h. Specification Section number and title.

i. Drawing number and detail references, as appropriate.

j. Transmittal number.

k. Submittal and transmittal distribution record.

l. Remarks.

m. Signature of transmitter.

2. On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by Construction Manager or Engineer on previous submittals, and deviations from requirements in the Contract Documents, including minor variations and limitations. Include same label information as related submittal.

I. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.

1. Note date and content of previous submittal.

2. Note date and content of revision in label or title block and clearly indicate extent of revision.

3. Resubmit submittals until they are marked “Approved”.

J. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.

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K. Use for Construction: Use only final submittals with mark indicating "Approved" taken by Construction Manager.

PART 2 - PRODUCTS

2.1 ACTION SUBMITTALS

A. General: Prepare and submit Action Submittals required by individual Specification Sections.

B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data.

2. Mark each copy of each submittal to show which products and options are applicable.

3. Include the following information, as applicable:

a. Manufacturer's written recommendations.

b. Manufacturer's product specifications.

c. Manufacturer's installation instructions.

d. Standard color charts.

e. Manufacturer's catalog cuts.

f. Wiring diagrams showing factory-installed wiring.

g. Printed performance curves.

h. Operational range diagrams.

i. Mill reports.

j. Standard product operation and maintenance manuals.

k. Compliance with specified referenced standards.

l. Testing by recognized testing agency.

m. Application of testing agency labels and seals.

n. Notation of coordination requirements.

4. Submit Product Data before or concurrent with Samples.

5. Number of Copies: Submit three copies of Product Data, unless otherwise indicated.

Construction Manager will return two copies. Mark up and retain one returned copy as a Project Record Document.

C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.

1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable:

a. Dimensions.

b. Identification of products.

c. Fabrication and installation drawings.

d. Roughing-in and setting diagrams.

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e. Wiring diagrams showing field-installed wiring, including power, signal, and control wiring.

f. Shopwork manufacturing instructions.

g. Templates and patterns.

h. Schedules.

i. Design calculations.

j. Compliance with specified standards.

k. Notation of coordination requirements.

l. Notation of dimensions established by field measurement.

m. Relationship to adjoining construction clearly indicated.

n. Seal and signature of professional engineer if specified.

o. Wiring Diagrams: Differentiate between manufacturer-installed and field-installed wiring.

2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches but no larger than 30 by 40 inches.

3. Number of Copies: Submit two opaque (bond) copies of each submittal. Two copies shall be submitted to Engineer who will return one copy. One copy shall be submitted to Construction Manager.

4. Number of Copies: Submit two opaque copies of each submittal, unless copies are required for operation and maintenance manuals. Submit three copies where copies are required for operation and maintenance manuals. Construction Manager will retain one copy; remainder wi ll be returned.

5. Emailed submittals are preferred.

D. Product Schedule or List: As required in individual Specification Sections, prepare a written summary indicating types of products required for the Work and their intended location.

Include the following information in tabular form:

1. Type of product. Include unique identifier for each product.

2. Number and name of room or space.

3. Location within room or space.

4. Number of Copies: Submit four copies of product schedule or list, unless otherwise indicated. Three copies shall be submitted to Engineer who will return two copies. One copy shall be submitted to Construction Manager.

a. Mark up and retain one returned copy as a Project Record Document.

E. Contractor's Construction Schedule: Comply with requirements specified in Division 01 Section "Construction Progress Documentation" for Construction Manager's or Engineer’s action.

F. Submittals Schedule: Comply with requirements specified in Division 01 Section "Construction Progress Documentation."

G. Application for Payment: Comply with requirements specified in Division 01 Section "Payment Procedures."

H. Schedule of Values: Comply with requirements specified in Division 01 Section "Payment Procedures."

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I. Subcontract List: Prepare 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 products.

2. Number and title of related Specification Section(s) covered by subcontract.

3. Drawing number and detail references, as appropriate, covered by subcontract.

4. Number of Copies: Submit four copies of subcontractor list, unless otherwise indicated.

Three copies shall be submitted to Engineer who will return two copies. One copy shall be submitted to Construction Manager.

a. Mark up and retain one returned copy as a Project Record Document.

2.2 INFORMATIONAL SUBMITTALS

A. General: Prepare and submit Informational Submittals required by other Specification Sections.

1. Number of Copies: Submit two copies of each submittal, unless otherwise indicated.

One copy shall be submitted to both the Engineer and the Construction Manager. No copies will be returned.

2. Certificates and Certifications: Provide a notarized statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.

3. Test and Inspection Reports: Comply with requirements specified in Division 01 Section "Quality Requirements."

B. Coordination Drawings: Comply with requirements specified in Division 01 Section "Project Management and Coordination."

C. Contractor's Construction Schedule: Comply with requirements specified in Division 01 Section "Construction Progress Documentation."

D. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, names and addresses of engineers and owners, and other information specified.

E. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements in the Contract Documents. Submit record of Welding Procedure Specification (WPS) and Procedure Qualification Record (PQR) on AWS forms. Include names of firms and personnel certified.

F. Installer Certificates: Prepare written statements on manufacturer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project.

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G. Manufacturer Certificates: Prepare written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing experience where required.

H. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents.

I. Material Certificates: Prepare written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents.

J. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents.

K. Product Test Reports: Prepare written reports indicating current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency.

L. Schedule of Tests and Inspections: Comply with requirements specified in Division 01 Section "Quality Requirements."

M. Preconstruction Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements in the Contract Documents.

N. Compatibility Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion.

O. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents.

P. Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment. Comply with requirements specified in Division 01 Section "Operation and Maintenance Data."

Q. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer. Include the following, as applicable:

1. Preparation of substrates.

2. Required substrate tolerances.

3. Sequence of installation or erection.

4. Required installation tolerances.

5. Required adjustments.

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6. Recommendations for cleaning and protection.

R. Manufacturer's Field Reports: Prepare written information documenting factory-authorized service representative's tests and inspections. Include the following, as applicable:

1. Name, address, and telephone number of factory-authorized service representative making report.

2. Statement on condition of substrates and their acceptability for installation of product.

3. Statement that products at Project site comply with requirements.

4. Summary of installation procedures being followed, whether they comply with requirements and, if not, what corrective action was taken.

5. Results of operational and other tests and a statement of whether observed performance complies with requirements.

6. Statement whether conditions, products, and installation will affect warranty.

7. Other required items indicated in individual Specification Sections.

S. Insurance Certificates and Bonds: Prepare written information indicating current status of insurance or bonding coverage. Include name of entity covered by insurance or bond, limits of coverage, amounts of deductibles, if any, and term of the coverage.

T. Material Safety Data Sheets (MSDSs): Submit information to Construction Manager and Engineers.

2.3 DELEGATED DESIGN

A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated.

1. If criteria indicated are not sufficient to perform services or certification required, submit a written request for additional information to Construction Manager.

B. Delegated-Design Submittal: In addition to Shop Drawings, Product Data, and other required submittals, submit three copies of a statement, signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional.

1. Indicate that…