Pricing Set 2 12/21/2012 PROJECT MANUAL FOR: MAPLE RANCH LODGE PROJECT NUMBER: # AT: STATE LINE ROAD BATES COUNTY MISSOURI OWNER: TIFEC, LLC

Transcription

1 PROJECT MANUAL FOR: MAPLE RANCH LODGE Pricing Set 2 PROJECT NUMBER: # AT: STATE LINE ROAD BATES COUNTY MISSOURI OWNER: TIFEC, LLC 12/21/2012 CONSTRUCTION MANAGER Turner Construction Company 2345 Grand Boulevard, Suite 1000 Kansas City, Missouri PREPARED BY: ARCHITECT PGAV Architects 1900 West 47th Place Suite 100 Westwood, Kansas DESIGN ARCHITECT Wolfgang Trost Architects 5300 W. 94th Terrace, Suite 100 Prairie Village, Kansas STRUCTURAL ENGINEER Bob D. Campbell 4338 Belleview Kansas City, Missouri MECHANICAL, ELECTRICAL, PLUMBING ENGINEER Smith & Boucher West Valley Parkway Olathe, Kansas CIVIL ENGINEER Continental Consulting Engineers 9000 State Line Road Leawood, Kansas

2

3 SECTION PROJECT INFORMATION PART 1 GENERAL 1.1 PROJECT IDENTIFICATION A. Project Name: Maple Ranch Lodge, located at State Line Road, Bates County Missouri. B. Project Number: C. The Owner, hereinafter referred to as Owner: TIFEC, LLC. 1.2 PROJECT DESCRIPTION A. Summary Project Description: New lodge including sitework and utilities.. B. Contract Scope: Construction. 1.3 PROJECT CONSULTANTS A. ARCHITECT PGAV Architects 1900 West 47th Place Suite 100 Westwood, Kansas B. DESIGN ARCHITECT Wolfgang Trost Architects 5300 W. 94th Terrace, Suite 100 Prairie Village, Kansas C. STRUCTURAL ENGINEER Bob D. Campbell 4338 Belleview Kansas City, Missouri D. MECHANICAL, ELECTRICAL, PLUMBING ENGINEER Smith & Boucher West Valley Parkway Olathe, Kansas E. CIVIL ENGINEER Continental Consulting Engineers 9000 State Line Road Leawood, Kansas PROCUREMENT TIMETABLE A. The Owner reserves the right to change the schedule or terminate the entire procurement process at any time. 1.5 PROCUREMENT DOCUMENTS A. Availability of Documents: Complete sets of procurement documents may be obtained: 1. From the Architect. PROJECT INFORMATION

4 PART 2 PRODUCTS (NOT USED) PART 3 EXECUTION (NOT USED) END OF SECTION PROJECT INFORMATION

5 Pricing Set 2 TABLE OF CONTENTS DIVISION 00 PROCUREMENT & CONTRACTING REQUIREMENTS PROJECT TITLE PAGE PROJECT INFORMATION TABLE OF CONTENTS AVAILABLE PROJECT INFORMATION GENERAL CONDITIONS SUPPLEMENTARY CONDITIONS DIVISION 01 GENERAL REQUIREMENTS ADMINISTRATIVE REQUIREMENTS CONSTRUCTION PROGRESS SCHEDULE QUALITY REQUIREMENTS CODE-REQUIRED SPECIAL INSPECTIONS TEMPORARY FACILITIES AND CONTROLS TEMPORARY UTILITIES VEHICULAR ACCESS AND PARKING EROSION AND SEDIMENTATION CONTROL PRODUCT REQUIREMENTS SUBSTITUTION REQUEST FORM EXECUTION AND CLOSEOUT REQUIREMENTS CLOSEOUT SUBMITTALS DIVISION 02 EXISTING CONDITIONS NOT USED DIVISION 03 CONCRETE CAST-IN-PLACE CONCRETE DIVISION 04 MASONRY UNIT MASONRY STONE CLADDING DIVISION 05 METALS NOT USED DIVISION 06 WOOD, PLASTICS, & COMPOSITES NOT USED ROUGH CARPENTRY FINISH CARPENTRY ARCHITECTURAL WOOD CASEWORK DIVISION 07 - THERMAL AND MOISTURE PROTECTION FLUID APPLIED WATERPROOFING THERMAL INSULATION WEATHER BARRIERS CONCRETE ROOF TILES MODIFIED BITUMINOUS MEMBRANE ROOFING TABLE OF CONTENTS

6 Pricing Set SHEET METAL FLASHING AND TRIM MANUFACTURED GUTTERS AND DOWNSPOUTS JOINT SEALERS DIVISION 08 OPENINGS HOLLOW METAL DOORS AND FRAMES VAULT DOORS ALUMINUM-FRAMED STOREFRONTS GLAZING DIVISION 09 FINISHES GYPSUM BOARD ASSEMBLIES NON-STRUCTURAL METAL FRAMING METAL LATH PORTLAND CEMENT PLASTERING DIVISION 10 SPECIALTIES NOT USED DIVISION 11 EQUIPMENT NOT USED DIVISION 12 FURNISHINGS NOT USED DIVISION 13 SPECIAL CONSTRUCTION NOT USED DIVISION 14 CONVEYING EQUIPMENT ELECTRIC DUMBWAITERS DIVISION 21 FIRE SUPPRESSION NOT USED DIVISION 22 PLUMBING COMMON WORK RESULTS FOR PLUMBING SANITARY WASTE AND VENT PIPING DIVISION 23 HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC) NOT USED DIVISION ELECTRICAL NOT USED DIVISION 27 COMMUNICATIONS NOT USED DIVISION EARTHWORK SITE CLEARING EARTH MOVING TERMITE CONTROL DIVISION 32 - EXTERIOR IMPROVEMENTS NOT USED DIVISION UTILITIES STORM UTILITY DRAINAGE END OF TABLE OF CONTENTS TABLE OF CONTENTS

7 SECTION AVAILABLE PROJECT INFORMATION PART 1 GENERAL 1.1 EXISTING CONDITIONS A. Certain information relating to existing surface and subsurface conditions and structures is available to bidders but will not be part of the Contract Documents, as follows: B. Site Survey: 1. Original copy is available for inspection at Construction Manager's office during normal business hours. C. Geotechnical Report: 1. Original copy is available for inspection at Construction Manager's office during normal business hours. D. Tree Survey: 1. Original copy is available for inspection at Construction Manager's office during normal business hours. PART 2 PRODUCTS (NOT USED) PART 3 EXECUTION (NOT USED) END OF SECTION AVAILABLE PROJECT INFORMATION

8 AVAILABLE PROJECT INFORMATION

9 SECTION GENERAL CONDITIONS FORM OF GENERAL CONDITIONS 1.1 THE GENERAL CONDITIONS APPLICABLE TO THIS CONTRACT IS ATTACHED FOLLOWING THIS PAGE. RELATED REQUIREMENTS 2.1 SECTION SUPPLEMENTARY CONDITIONS. SUPPLEMENTARY CONDITIONS 3.1 REFER TO DOCUMENT FOR AMENDMENTS TO THESE GENERAL CONDITIONS. END OF DOCUMENT GENERAL CONDITIONS

10 GENERAL CONDITIONS

11 SECTION SUPPLEMENTARY CONDITIONS PART 1 GENERAL 1.1 SUMMARY A. These Supplementary Conditions amend and supplement the General Conditions defined in Document and other provisions of the Contract Documents as indicated on the attached. All provisions that are not so amended or supplemented remain in full force and effect. B. The terms used in these Supplementary Conditions that are defined in the General Conditions have the meanings assigned to them in the General Conditions. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF DOCUMENT SUPPLEMENTARY CONDITIONS

12 SUPPLEMENTARY CONDITIONS

13 SECTION ADMINISTRATIVE REQUIREMENTS PART 1 GENERAL 2.1 SECTION INCLUDES A. Permit Procurement B. Electronic document submittal service. C. Preconstruction meeting. D. Site mobilization meeting. E. Progress meetings. F. Construction progress schedule. G. Progress photographs. H. Coordination drawings. I. Submittals for review, information, and project closeout. J. Submittal procedures. K. Contract Modifications. 2.2 RELATED REQUIREMENTS A. Document General Conditions: Dates for applications for payment. B. Document General Conditions: Duties of the Construction Manager. C. Document Supplementary Conditions: Duties of the Construction Manager. D. Section Construction Progress Schedule: Form, content, and administration of schedules. E. Section Execution and Closeout Requirements: Additional coordination requirements. 2.3 PROJECT COORDINATION A. Project Coordinator: Construction Manager. B. Cooperate with the Project Coordinator in allocation of mobilization areas of site; for field offices and sheds, for delivery access, traffic, and parking facilities. C. During construction, coordinate use of site and facilities through the Project Coordinator. D. Comply with Project Coordinator's procedures for intra-project communications; submittals, reports and records, schedules, coordination drawings, and recommendations; and resolution of ambiguities and conflicts. E. Comply with instructions of the Project Coordinator for use of temporary utilities and construction facilities. F. Coordinate field engineering and layout work under instructions of the Project Coordinator. G. Make the following types of submittals to Architect through the Project Coordinator: 1. Requests for interpretation. 2. Requests for substitution. 3. Shop drawings, product data, and samples. 4. Test and inspection reports. 5. Manufacturer's instructions and field reports. 6. Applications for payment and change order requests. 7. Progress schedules. 8. Coordination drawings. 9. Closeout submittals. ADMINISTRATIVE REQUIREMENTS

14 PART 2 PRODUCTS - NOT USED PART 3 EXECUTION 4.1 PERMIT PROCUREMENT A. Permit Application: Architect has submitted Project Documents for review for Building Permit. B. A copy of the building permit applications as applied for by the owner or architect is available upon request. C. Within 5 days of the Notice to Proceed or execution of the Contract, notify Building Permit Authority of Award. Complete remainder of building permit application as necessary. D. Coordinate with Architect on responses to permit review comments. A copy of the building permit applications as applied for by the owner or architect is available upon request. 4.2 ELECTRONIC DOCUMENT SUBMITTAL SERVICE A. All documents transmitted for purposes of administration of the contract are to be in electronic (PDF) format and transmitted via an Internet-based submittal service that receives, logs and stores documents, provides electronic stamping and signatures, and notifies addressees via Besides submittals for review, information, and closeout, this procedure applies to requests for information (RFIs), progress documentation, contract modification documents (e.g. supplementary instructions, change proposals, change orders), applications for payment, field reports and meeting minutes, and any other document any participant wishes to make part of the project record. 2. Project Manager and Architect are required to use this service. 3. It is Project Manager's responsibility to submit documents in PDF format. 4. Subcontractors, suppliers, and Architect's consultants are to be permitted to use the service at no extra charge. 5. Users of the service need an address, Internet access, and PDF review software that includes ability to mark up and apply electronic stamps (such as Adobe Acrobat, or Bluebeam PDF Revu, unless such software capability is provided by the service provider. 6. Paper document transmittals will not be reviewed; ed PDF documents will not be reviewed. 7. All other specified submittal and document transmission procedures apply, except that electronic document requirements to not apply to samples or color selection charts. B. Cost: The cost of the service is to be paid by Project Manager; include the cost of the service in the contract sum. C. Submittal Service: The selected service is: 1. Submittal Exchange (tel: ): D. Project Closeout: Architect will determine when to terminate the service for the project and is responsible for obtaining archive copies of files for Owner. 4.3 PRECONSTRUCTION MEETING A. Architect will schedule a meeting after Notice of Award. B. Attendance Required: 1. Owner. 2. Architect. 3. Project Manager. C. Agenda: 1. Execution of Owner-Project Manager 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 the parties to Contract, engineers and Architect. 6. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures. ADMINISTRATIVE REQUIREMENTS

15 7. Scheduling. D. Record minutes and distribute copies within two days after meeting to participants, with electronic copies to Architect, Owner, participants, and those affected by decisions made. 4.4 SITE MOBILIZATION MEETING A. Owner will schedule a meeting at the Project site prior to Project Manager occupancy. B. Attendance Required: 1. Project Manager. 2. Owner. 3. Architect. 4. Project Manager's Superintendent. 5. Major Subcontractors. C. Agenda: 1. Use of premises by Owner and Project Manager. 2. Owner's requirements. 3. Construction facilities and controls provided by Owner. 4. Temporary utilities provided by Owner. 5. Survey and building layout. 6. Security and housekeeping procedures. 7. Schedules. 8. Application for payment procedures. 9. Procedures for testing. 10. Procedures for maintaining record documents. 11. Requirements for start-up of equipment. 12. Inspection and acceptance of equipment put into service during construction period. D. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made. 4.5 PROGRESS MEETINGS A. Schedule and administer meetings throughout progress of the Work at maximum monthly intervals. B. Attendance Required: Job superintendent, major Subcontractors and suppliers, Owner, Architect, as appropriate to agenda topics for each meeting. C. Agenda: 1. Review minutes of previous meetings. 2. Review of Work progress. 3. Field observations, problems, and decisions. 4. Identification of problems that impede, or will impede, planned progress. 5. Review of submittals schedule and status of submittals. 6. Maintenance of progress schedule. 7. Corrective measures to regain projected schedules. 8. Planned progress during succeeding work period. 9. Maintenance of quality and work standards. 10. Effect of proposed changes on progress schedule and coordination. 11. Other business relating to Work. D. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made. 4.6 CONSTRUCTION PROGRESS SCHEDULE A. Within 10 days after date of the Agreement, submit preliminary schedule defining planned operations for the first 60 days of Work, with a general outline for remainder of Work. B. If preliminary schedule requires revision after review, submit revised schedule within 10 days. ADMINISTRATIVE REQUIREMENTS

16 C. Within 20 days after review of preliminary schedule, submit draft of proposed complete schedule for review. 1. Include written certification that major contractors have reviewed and accepted proposed schedule. D. Within 10 days after joint review, submit complete schedule. E. Submit updated schedule with each Application for Payment. 4.7 PROGRESS PHOTOGRAPHS A. Submit photographs with each application for payment, taken not more than 3 days prior to submission of application for payment. B. Photography Type: Digital; electronic files. C. Provide photographs of site and construction throughout progress of Work produced by an experienced photographer, acceptable to Architect. D. In addition to periodic, recurring views, take photographs of each of the following events: 1. Excavations in progress. 2. Foundations in progress and upon completion. 3. Structural framing in progress and upon completion. 4. Final completion, minimum of ten (10) photos. E. Views: 1. Provide non-aerial photographs from four cardinal views at each specified time, until Date of Substantial Completion. 2. Consult with Architect for instructions on views required. 3. Provide factual presentation. 4. Provide correct exposure and focus, high resolution and sharpness, maximum depth of field, and minimum distortion. F. Digital Photographs: 24 bit color, minimum resolution of 1024 by 768, in JPG format; provide files unaltered by photo editing software. 1. Delivery Medium: Via File Naming: Include project identification, date and time of view, and view identification. 3. PDF File: Assemble all photos into printable pages in PDF format, with 2 to 3 photos per page, each photo labeled with file name; one PDF file per submittal. 4. Hard Copy: Printed hardcopy (grayscale) of PDF file and point of view sketch. 4.8 COORDINATION DRAWINGS A. Prepare coordination drawings according to requirements in specifications. In addition, where installation is not shown in sufficient detail on contract documents, and where space is limited, prepare coordination drawings indicating all products to be provided by all trades. coordinate and get acceptance by all trades to the locations indicted. prior to submission to Architect. B. Architect may provide 2 dimensional or 3 dimensional CADD files for use by Contractors. C. Coordinate the information of all trades to allow sequential installation thus resolving conflicts between trades. D. Provide adequate space requirements for routine maintenance and replacement of components during the life of the building. Show location and size of access doors required for access to concealed dampers, valve and other controls. Point out any unresolved issues. E. Indicate dimensions and any adjustments requested to the design documents. F. Drawings to be submitted in 2-D format and 3-D Revit or compatitble 3-D digital file format. G. Drawings to be provided include: 1. Mechanical equipment space layout including all equipment, and plumbing piping, mechanical piping and ductwork and electrical conduit. 2. Slab edge and embedded items. indicate all slab edge locations and embedded item locations including anchor blts, bearing plates, edge angles, sleeves, slab depressions, curbs and housekeeping pads. ADMINISTRATIVE REQUIREMENTS

17 3. Floor plans: indicate sizes and bottom elevations of ductwork, piping and conduit. a. Include all insulation, bracing, flanges and supports. b. Indicate dimensions of all major components: dampers, valves, diffusers, access doors, cleanouts and electrical distribution equipment. 4.9 SUBMITTALS FOR REVIEW A. When the following are specified in individual sections, submit them for review: 1. Product data. 2. Shop drawings. 3. Samples for selection. 4. Samples for verification. B. Submit to Architect for review for the limited purpose of checking for conformance with information given and the design concept expressed in the contract documents. C. Samples will be reviewed only for aesthetic, color, or finish selection. D. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below and for record documents purposes described in Section CLOSEOUT SUBMITTALS SUBMITTALS FOR INFORMATION A. When the following are specified in individual sections, submit them for information: 1. Design data. 2. Certificates. 3. Test reports. 4. Inspection reports. 5. Manufacturer's instructions. 6. Manufacturer's field reports. 7. Other types indicated. B. Submit for Architect's knowledge as contract administrator or for Owner. No action will be taken SUBMITTALS FOR PROJECT CLOSEOUT A. When the following are specified in individual sections, submit them at project closeout: 1. Project record documents. 2. Operation and maintenance data. 3. Warranties. 4. Bonds. 5. Other types as indicated. B. Submit for Owner's benefit during and after project completion NUMBER OF COPIES OF SUBMITTALS A. Documents: Submit one electronic copy in PDF format; an electronically-marked up file will be returned. Create PDFs at native size and right-side up; illegible files will be rejected. B. Samples: Submit the number specified in individual specification sections; one of which will be retained by Architect. 1. After review, produce duplicates. 2. Retained samples will not be returned to Project Manager SUBMITTAL PROCEDURES A. Transmit each submittal with approved form. B. Include submittal specification reference on transmittal. Number subsequent revised submittals sequentially. C. Identify Project, Project Manager, Subcontractor or supplier; pertinent drawing and detail number, and specification section number, as appropriate on each copy. ADMINISTRATIVE REQUIREMENTS

18 D. Apply Project Manager's stamp, signed or initialed certifying that review, approval, verification of Products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with the requirements of the Work and Contract Documents. E. Schedule submittals to expedite the Project, and coordinate submission of related items. F. For each submittal for review, allow 15 days excluding delivery time to and from the Project Manager. G. Identify variations from Contract Documents and Product or system limitations that may be detrimental to successful performance of the completed Work. H. Provide space for Project Manager and Architect review stamps. I. When revised for resubmission, identify all changes made since previous submission. J. Distribute reviewed submittals as appropriate. Instruct parties to promptly report any inability to comply with requirements. K. Submittals not requested will not be recognized or processed CONTRACT MODIFICATIONS A. Architects Supplemental Instructions: Minor changes will be issued by Architect by use of supplemental Instructions which authorize minor changes in work which are not anticipated to involve adjustments to either the contract sum or the contract time. Architect will use AIA form G710 "Architects Supplemental Instructions". B. Proposal Requests: Owner initiated changes will be issued by Architect by use of Proposal Requests which will include a detailed description of proposed changes; drawings; Specifications; and other necessary documents to detail the work requested. 1. Within 10 days of receipt of of Proposal Request, submit a quotation estimating cost and time change necessary to execute the change. Include both additions and deductions indicated in the change. If requested, provide quantity take offs substantiating the adjustments to cost of the project. Include all costs associated with change including all taxes, rentals, and delivery. Include costs of labor and supervision necessary to carry out the work. 2. Owner and Architect will review Proposal Request and will either accept or deny the request. Upon decision to accept proposal, Architect will issue a change order incorporating the work into the project. C. Change Order Requests: When contractor believes that conditions require modification to the contract, contractor may initiated a Change Order Request in order to obtain review by owner and Architect. 1. Include a complete description of the proposed change, the effect of the change on the contract sum and contract time. Include also information substantiating the conditions that required the inclusion of the proposed change. Include all costs associated with change including all taxes, rentals, and delivery. Include costs of labor and supervision necessary to carry out the work. If requested, provide quantity take offs substantiating the adjustments to cost of the project. 2. Owner and Architect will review Change Order Request and will either accept or deny the request. Upon decision to accept proposal, Architect will issue a charge order incorporating the work into the project. D. Change Orders: Upon Approval of changes to the work, Architect will issue a change order for signature by owner and contractor on AIA document G701. END OF SECTION ADMINISTRATIVE REQUIREMENTS

19 SECTION CONSTRUCTION PROGRESS SCHEDULE PART 1 GENERAL 1.1 SECTION INCLUDES A. Preliminary schedule. B. Construction progress schedule, bar chart type. 1.2 RELATED SECTIONS A. Section Administrative Requirements 1.3 SUBMITTALS A. Within 10 days after date of Agreement, submit preliminary schedule defining planned operations for the first 60 days of Work, with a general outline for remainder of Work. B. If preliminary schedule requires revision after review, submit revised schedule within 10 days. C. Within 20 days after review of preliminary schedule, submit draft of proposed complete schedule for review. D. Within 10 days after joint review, submit complete schedule. E. Submit updated schedule with each Application for Payment. F. Submit an electronic copy in pdf form. 1.4 QUALITY ASSURANCE A. Scheduler: Project Manager's personnel or specialist Consultant specializing in CPM scheduling with one years minimum experience in scheduling construction work of a complexity comparable to this Project, and having use of computer facilities capable of delivering a detailed graphic printout within 48 hours of request. 1.5 SCHEDULE FORMAT A. Listings: In chronological order according to the start date for each activity. Identify each activity with the applicable specification section number. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION 3.1 PRELIMINARY SCHEDULE A. Prepare preliminary schedule in the form of a horizontal bar chart. 3.2 CONTENT A. Show complete sequence of construction by activity, with dates for beginning and completion of each element of construction. B. Identify each item by specification section number. C. Include required preconstruction conferences and meetings in schedule. D. Show accumulated percentage of completion of each item, and total percentage of Work completed, as of the first day of each month. E. Provide separate schedule of submittal dates for shop drawings, product data, and samples, owner-furnished products, Products identified under Allowances, and dates reviewed submittals will be required from Architect. Indicate decision dates for selection of finishes. F. Indicate delivery dates for owner-furnished products. G. Provide legend for symbols and abbreviations used. 3.3 BAR CHARTS A. Include a separate bar for each major portion of Work or operation. CONSTRUCTION PROGRESS SCHEDULE

20 B. Identify the first work day of each week. 3.4 NETWORK ANALYSIS A. Prepare network analysis diagrams and supporting mathematical analyses using the Critical Path Method. B. Illustrate order and interdependence of activities and sequence of work; how start of a given activity depends on completion of preceding activities, and how completion of the activity may restrain start of subsequent activities. C. Analysis Program: Capable of accepting revised completion dates, and recomputation of all dates and float. D. Required Reports: List activities in sorts or groups: 1. By preceding work item or event number from lowest to highest. 2. By amount of float, then in order of early start. 3.5 REVIEW AND EVALUATION OF SCHEDULE A. Participate in joint review and evaluation of schedule with Architect at each submittal. B. Evaluate project status to determine work behind schedule and work ahead of schedule. C. After review, revise as necessary as result of review, and resubmit within 10 days. 3.6 UPDATING SCHEDULE 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. C. Annotate diagrams to graphically depict current status of Work. D. Identify activities modified since previous submittal, major changes in Work, and other identifiable changes. E. Indicate changes required to maintain Date of Substantial Completion. F. Submit reports required to support recommended changes. 3.7 DISTRIBUTION OF SCHEDULE A. Distribute copies of updated schedules to Project Manager's project site file, to Subcontractors, suppliers, Architect, Owner. B. Instruct recipients to promptly report, in writing, problems anticipated by projections shown in schedules. END OF SECTION CONSTRUCTION PROGRESS SCHEDULE

21 SECTION QUALITY REQUIREMENTS PART 1 GENERAL 1.1 SECTION INCLUDES A. References and standards. B. Quality assurance submittals. C. Mock-ups. D. Control of installation. E. Testing and inspection services. F. Manufacturers' field services. 1.2 RELATED REQUIREMENTS A. Document Available Project Information: Soil investigation data. B. Document General Conditions: Inspections and approvals required by public authorities. C. Section Administrative Requirements: Submittal procedures. D. Section Product Requirements: Requirements for material and product quality. 1.3 REFERENCE STANDARDS A. ASTM C Standard Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation; 2011c. B. ASTM C Standard Practice for Accreditation of Testing Agencies for Masonry; C. ASTM D Standard Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction; 2012a. D. ASTM E329 - Standard Specification for Agencies Engaged Construction Inspection and/or Testing; E. ASTM E543 - Standard Specification for Agencies Performing Nondestructive Testing; SUBMITTALS A. Testing Agency Qualifications: 1. Prior to start of Work, submit agency name, address, and telephone number, and names of full time registered Engineer and responsible officer. B. Design Data: Submit for Architect's knowledge as contract administrator for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents, or for Owner's information. C. Test Reports: After each test/inspection, promptly submit two copies of report to Architect and to Project Manager. 1. Include: a. Date issued. b. Project title and number. c. Name of inspector. d. Date and time of sampling or inspection. e. Identification of product and specifications section. f. Location in the Project. g. Type of test/inspection. h. Date of test/inspection. i. Results of test/inspection. j. Conformance with Contract Documents. k. When requested by Architect, provide interpretation of results. QUALITY REQUIREMENTS

22 2. Test report submittals are for Architect's knowledge as contract administrator for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents, or for Owner's information. D. Certificates: When specified in individual specification sections, submit certification by the manufacturer and Project Manager or installation/application subcontractor to Architect, in quantities specified for Product Data. 1. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate. 2. Certificates may be recent or previous test results on material or product, but must be acceptable to Architect. E. Manufacturer's Instructions: When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, for the Owner's information. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation. F. Manufacturer's Field Reports: Submit reports for Architect's benefit as contract administrator or for Owner. 1. Submit for information for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents. G. Erection Drawings: Submit drawings for Architect's benefit as contract administrator or for Owner. 1. Submit for information for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents. 1.5 REFERENCES AND STANDARDS A. For products and workmanship specified by reference to a document or documents not included in the Project Manual, also referred to as reference standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes. B. Conform to reference standard of date of issue current on date of Contract Documents, except where a specific date is established by applicable code. C. Obtain copies of standards where required by product specification sections. D. Maintain copy at project site during submittals, planning, and progress of the specific work, until Substantial Completion. E. Should specified reference standards conflict with Contract Documents, request clarification from Architect before proceeding. F. Neither the contractual relationships, duties, or responsibilities of the parties in Contract nor those of Architect shall be altered from the Contract Documents by mention or inference otherwise in any reference document. 1.6 TESTING AND INSPECTION AGENCIES A. Project Manager shall employ and pay for services of an independent testing agency to perform specified testing and inspection. B. Employment of agency in no way relieves Project Manager of obligation to perform Work in accordance with requirements of Contract Documents. C. Project Manager Employed Agency: 1. Testing agency: Comply with requirements of ASTM E329, ASTM E543, ASTM C1021, ASTM C1077, and ASTM C Inspection agency: Comply with requirements of ASTM D3740 and ASTM E Laboratory: Authorized to operate in Missouri. 4. Laboratory Staff: Maintain a full time registered Engineer on staff to review services. 5. Testing Equipment: Calibrated at reasonable intervals either by NIST or using an NIST established Measurement Assurance Program, under a laboratory measurement quality assurance program. QUALITY REQUIREMENTS

23 PART 3 EXECUTION 2.1 CONTROL OF INSTALLATION A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce Work of specified quality. B. Comply with manufacturers' instructions, including each step in sequence. C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Architect before proceeding. D. Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. E. Have Work performed by persons qualified to produce required and specified quality. F. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer. G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement. 2.2 MOCK-UPS A. Tests will be performed under provisions identified in this section and identified in the respective product specification sections. B. Assemble and erect specified items with specified attachment and anchorage devices, flashings, seals, and finishes. C. Accepted mock-ups shall be a comparison standard for the remaining Work. D. Where mock-up has been accepted by Architect and is specified in product specification sections to be removed, remove mock-up and clear area when directed to do so. 2.3 TESTING AND INSPECTION A. See individual specification sections for testing required. B. Testing Agency Duties: 1. Provide qualified personnel at site. Cooperate with Architect and Project Manager in performance of services. 2. Perform specified sampling and testing of products in accordance with specified standards. 3. Ascertain compliance of materials and mixes with requirements of Contract Documents. 4. Promptly notify Architect and Project Manager of observed irregularities or non-conformance of Work or products. 5. Perform additional tests and inspections required by Architect. 6. Submit reports of all tests/inspections specified. C. Limits on Testing/Inspection Agency Authority: 1. Agency may not release, revoke, alter, or enlarge on requirements of Contract Documents. 2. Agency may not approve or accept any portion of the Work. 3. Agency may not assume any duties of Project Manager. 4. Agency has no authority to stop the Work. D. Project Manager Responsibilities: 1. Deliver to agency at designated location, adequate samples of materials proposed to be used that require testing, along with proposed mix designs. 2. Cooperate with laboratory personnel, and provide access to the Work and to manufacturers' facilities. 3. Provide incidental labor and facilities: a. To provide access to Work to be tested/inspected. b. To obtain and handle samples at the site or at source of Products to be tested/inspected. c. To facilitate tests/inspections. d. To provide storage and curing of test samples. QUALITY REQUIREMENTS

24 4. Notify Architect and laboratory 24 hours prior to expected time for operations requiring testing/inspection services. 5. Employ services of an independent qualified testing laboratory and pay for additional samples, tests, and inspections required by Project Manager beyond specified requirements. E. Re-testing required because of non-conformance to specified requirements shall be performed by the same agency on instructions by Architect. F. Re-testing required because of non-conformance to specified requirements shall be paid for by Project Manager. 2.4 MANUFACTURERS' FIELD SERVICES A. When specified in individual specification sections, require material or product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, test, adjust and balance of equipment as applicable, and to initiate instructions when necessary. B. Report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions. 2.5 DEFECT ASSESSMENT A. Replace Work or portions of the Work not conforming to specified requirements. B. If, in the opinion of Architect, it is not practical to remove and replace the Work, Architect will direct an appropriate remedy or adjust payment. END OF SECTION QUALITY REQUIREMENTS

25 SECTION CODE-REQUIRED SPECIAL INSPECTIONS PART 1 GENERAL 1.1 SECTION INCLUDES A. Code-required special inspections. B. Testing services incidental to special inspections. C. Submittals. D. Manufacturers' field services. E. Fabricators' field services. 1.2 RELATED REQUIREMENTS A. Document Available Project Information: Soil investigation data. B. Document General Conditions: Inspections and approvals required by public authorities. C. Section Administrative Requirements: Submittal procedures. D. Section Quality Requirements. E. Section Product Requirements: Requirements for material and product quality. 1.3 DEFINITIONS A. Special Inspections during construction is based on the 2006 Edition of the International Building Code and, more specifically, Chapter 17 - Structural Tests and Inspections, of same. B. Special Inspection: 1. Special inspections are inspections and testing of materials, installation, fabrication, erection or placement of components and connections mandated by the AHJ that also require special expertise to ensure compliance with the approved contract documents and the referenced standards. 2. Special inspections are separate from and independent of tests and inspections conducted by Project Manager for the purposes of quality assurance and contract administration. 1.4 SUBMITTALS A. See Section Administrative Requirements, for submittal procedures. B. Special Inspection Agency Qualifications: Prior to the start of work, the Special Inspection Agency shall: 1. Submit agency name, address, and telephone number, names of full time registered Engineer and responsible officer. 2. Submit copy of report of laboratory facilities inspection made by NIST Construction Materials Reference Laboratory during most recent inspection, with memorandum of remedies of any deficiencies reported by the inspection. 3. Submit certification that Special Inspection Agency is acceptable to AHJ. C. Testing Agency Qualifications: Prior to the start of work, the Testing Agency shall: 1. Submit agency name, address, and telephone number, and names of full time registered Engineer and responsible officer. 2. Submit copy of report of laboratory facilities inspection made by NIST Construction Materials Reference Laboratory during most recent inspection, with memorandum of remedies of any deficiencies reported by the inspection. 3. Submit certification that Testing Agency is acceptable to AHJ. D. Special Inspection Reports: After each special inspection, Special Inspector shall promptly submit copies of report; one to Architect, one to the Structural Engineer, and one to Owner. 1. Include: a. Date issued. b. Project title and number. c. Name of Special Inspector. CODE-REQUIRED SPECIAL INSPECTIONS

26 d. Date and time of special inspection. e. Identification of product and specifications section. f. Location in the Project. g. Type of special inspection. h. Date of special inspection. i. Results of special inspection. j. Conformance with Contract Documents. 2. Final Special Inspection Report: Document special inspections and correction of discrepancies prior to the start of the work. a. The special inspector shall submit a final signed report stating that the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with the approved plans and specifications and the applicable workmanship provisions fo the building code. E. Fabricator Special Inspection Reports: After each special inspection of fabricated items at the Fabricator's facility, Special Inspector shall promptly submit two copies of report; one to Architect and one to Structural Engineer. 1. Include: a. Date issued. b. Project title and number. c. Name of Special Inspector. d. Date and time of special inspection. e. Identification of fabricated item and specification section. f. Location in the Project. g. Results of special inspection. h. Verification of fabrication and quality control procedures. i. Conformance with Contract Documents. j. Conformance to referenced standard(s). F. Test Reports: After each test or inspection, promptly submit two copies of report; one to Architect and one to AHJ. 1. Include: a. Date issued. b. Project title and number. c. Name of inspector. d. Date and time of sampling or inspection. e. Identification of product and specifications section. f. Location in the Project. g. Type of test or inspection. h. Date of test or inspection. i. Results of test or inspection. j. Conformance with Contract Documents. 1.5 SPECIAL INSPECTION AGENCY A. Employment of agency in no way relieves Project Manager of obligation to perform work in accordance with requirements of Contract Documents. 1.6 TESTING AND INSPECTION AGENCIES A. Employment of agency in no way relieves Project Manager of obligation to perform work in accordance with requirements of Contract Documents. CODE-REQUIRED SPECIAL INSPECTIONS

27 PART 2 PRODUCTS - NOT USED PART 3 EXECUTION 3.1 SCHEDULE OF SPECIAL INSPECTIONS, GENERAL A. Frequency of Special Inspections: Special Inspections are indicated as continuous or periodic. 1. Periodic Special Inspection: Special Inspection Agency shall be present in the area where work is being performed and observe the work part-time or intermittently and at the completion of the work. 3.2 SPECIAL INSPECTIONS SHALL BE REQURIEED FOR THE ITEMS INDICATED BELOW: A. See drawings for additional requirements. B. Placement of Concrete. C. Testing of Concrete. D. Bolts in Concrete. E. Placement of Reinforcing Steel. F. Verification of Soil Bearing Capacities. G. High Strength Bolting. H. Structural Welding. I. Shop Fabrication of Structural Steel. 3.3 SPECIAL INSPECTION AGENCY DUTIES AND RESPONSIBILITIES A. Special Inspection Agency shall: 1. Provide qualified personnel at site. Cooperate with Architect and Project Manager in performance of services. 2. Perform specified sampling and testing of products in accordance with specified reference standards. 3. Ascertain compliance of materials and products with requirements of Contract Documents. 4. Promptly notify Architect and Project Manager of observed irregularities or non-conformance of work or products. 5. Perform additional tests and inspections required by Architect. 6. Submit reports of all tests or inspections specified. B. Re-testing required because of non-conformance to specified requirements shall be performed by the same agency on instructions by Architect. C. Re-testing required because of non-conformance to specified requirements shall be paid for by Project Manager. 3.4 TESTING AGENCY DUTIES AND RESPONSIBILITIES A. Testing Agency Duties: 1. Provide qualified personnel at site. Cooperate with Architect and Project Manager in performance of services. 2. Perform specified sampling and testing of products in accordance with specified standards. 3. Ascertain compliance of materials and mixes with requirements of Contract Documents. 4. Promptly notify Architect and Project Manager of observed irregularities or non-conformance of work or products. 5. Perform additional tests and inspections required by Architect. 6. Submit reports of all tests or inspections specified. B. Limits on Testing or Inspection Agency Authority: 1. Agency may not release, revoke, alter, or enlarge on requirements of Contract Documents. 2. Agency may not approve or accept any portion of the work. 3. Agency may not assume any duties of Project Manager. CODE-REQUIRED SPECIAL INSPECTIONS

28 4. Agency has no authority to stop the work. C. Re-testing required because of non-conformance to specified requirements shall be performed by the same agency on instructions by Architect. D. Re-testing required because of non-conformance to specified requirements shall be paid for by Project Manager. 3.5 CONTRACTOR DUTIES AND RESPONSIBILITIES A. Project Manager Responsibilities, General: 1. Deliver to agency at designated location, adequate samples of materials for special inspections that require material verification. 2. Cooperate with agency and laboratory personnel; provide access to the work, to manufacturers' facilities, and to fabricators' facilities. 3. Provide incidental labor and facilities: a. To provide access to work to be tested or inspected. b. To obtain and handle samples at the site or at source of Products to be tested or inspected. c. To facilitate tests or inspections. d. To provide storage and curing of test samples. 4. Notify Architect and laboratory 24 hours prior to expected time for operations requiring testing or inspection services. END OF SECTION CODE-REQUIRED SPECIAL INSPECTIONS

29 SECTION TEMPORARY FACILITIES AND CONTROLS PART 1 GENERAL 1.1 SECTION INCLUDES A. Temporary utilities. B. Temporary telecommunications services. C. Temporary sanitary facilities. D. Security requirements. E. Vehicular access and parking. F. Waste removal facilities and services. G. Field offices. 1.2 RELATED REQUIREMENTS A. Section Temporary Utilities. B. Section Field Offices and Sheds. C. Section Vehicular Access and Parking. D. Section Security Procedures. 1.3 TEMPORARY UTILITIES - SEE SECTION A. Owner will provide the following: 1. Electrical power and metering, consisting of connection to existing facilities. 2. Water supply, consisting of connection to existing facilities. 1.4 TELECOMMUNICATIONS SERVICES A. Provide, maintain, and pay for telecommunications services to field office at time of project mobilization. B. Telecommunications services shall include: 1. Windows-based personal computer dedicated to project telecommunications, with necessary software and laser printer. 2. Telephone Land Lines: 2 lines, minimum; one handset per line. 3. Internet Connections: Minimum of one; DSL modem or faster. 1.5 TEMPORARY SANITARY FACILITIES A. Provide and maintain required facilities and enclosures. Provide at time of project mobilization. B. Maintain daily in clean and sanitary condition. 1.6 BARRIERS A. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas that could be hazardous to workers or the public, to allow for owner's use of site and to protect existing facilities and adjacent properties from damage from construction operations and demolition. B. Protect non-owned vehicular traffic, stored materials, site, and structures from damage. 1.7 FENCING A. Fencing shalll be provided at Project Managers option. 1.8 SECURITY - SEE SECTION A. Provide security and facilities to protect Work, and Owner's operations from unauthorized entry, vandalism, or theft. 1.9 VEHICULAR ACCESS AND PARKING - SEE SECTION A. Comply with regulations relating to use of streets and sidewalks, access to emergency facilities, and access for emergency vehicles. TEMPORARY FACILITIES AND CONTROLS

30 B. Coordinate access and haul routes with governing authorities and Owner. C. Provide and maintain access to fire hydrants, free of obstructions. D. Provide means of removing mud from vehicle wheels before entering streets. E. Provide temporary parking areas to accommodate construction personnel. When site space is not adequate, provide additional off-site parking WASTE REMOVAL A. Provide waste removal facilities and services as required to maintain the site in clean and orderly condition. B. Provide containers with lids. Remove trash from site periodically. C. If materials to be recycled or re-used on the project must be stored on-site, provide suitable non-combustible containers; locate containers holding flammable material outside the structure unless otherwise approved by the authorities having jurisdiction FIELD OFFICES - SEE SECTION A. Office: Weathertight, with lighting, electrical outlets, heating, cooling equipment, and equipped with sturdy furniture, drawing rack and drawing display table. B. Provide space for Project meetings, with table and chairs to accommodate 6 persons REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS A. Remove temporary utilities, equipment, facilities, materials, prior to Final Application for Payment inspection. B. Remove underground installations to a minimum depth of 2 feet. Grade site as indicated. C. Clean and repair damage caused by installation or use of temporary work. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION TEMPORARY FACILITIES AND CONTROLS