Final Bound Pendleton Specs 110909.pdf

SPECIFICATIONS

Roof Repair / Replace at the

Columbia Plateau Conservation Research Center Main Building, Adams, OR

PROJECT NUMBER H804-09

for

USDA Agricultural Research Service Western Regional Research Center

9 November 2009

Roof Repair / Replace Project No. ARRA-15 CPCRC Main Building Adams, OR

TABLE OF CONTENTS

Number SECTION TITLE

DIVISION 1 - GENERAL REQUIREMENTS

01100 SUMMARY

01140 WORK RESTRICTIONS

01230 ALTERNATES

01310 PROJECT MANAGEMENT AND COORDINATION

01320 CONSTRUCTION PROGRESS DOCUMENTATION

01330 SUBMITTAL PROCEDURES

01400 QUALITY CONTROL

01420 REFERENCES

01500 TEMPORARY FACILITIES AND CONTROLS

01595 SAFETY AND HEALTH

01600 PRODUCT REQUIREMENTS

01770 CLOSEOUT PROCEDURES

DIVISION 2 – DIVISION 4

NOT USED

DIVISION 5 – METALS

05520 ROOF EDGE PROTECTION

DIVISION 6

NOT USED

DIVISION 7 – THERMAL AND MOISTURE PROTECTION

07015 PREPARATION FOR RE-ROOFING (Alternate Nos. 1 and 2)

07541 POLY-VINYL CHLORIDE (PVC) ROOFING (Alternate Nos. 1 and 2)

DIVISION 8 – DIVISION 14

NOT USED

DIVISION 15 – MECHANICAL

05520 FACILITY STORM DRAINAGE PIPING

TABLE OF CONTENTS TOC - 1

SECTION 01100 - SUMMARY

PART 1 - GENERAL

1.1 PROJECT IDENTIFICATION

A. Project Name and Location: Roof Repair / Replace at the Columbia Plateau Conservation

Research Center (CPCRC) Main Building, Adams, Oregon.

B. Project Summary Description: Base Bid Work includes but is not limited to the addition of a roof overflow drainage system including heating cable for freeze protection, and roof edge fall protection as specified in Division 05 Section “Roof Edge Protection” and Division 15 Section “Facility Storm Drainage Piping“ and as indicated on Drawing A2.01. Alternate Nos. 1 and 2 are additive alternates and include but are not limited to roof re-covers as described in Division 01 Section “Alternates”.

C. Architect: The term Architect refers to the project designer. The Architect’s status relative to the construction will be delineated in writing by the Contracting Officer prior to the pre-construction conference. The project was designed by:

Tectonics 1500 Park Avenue Emeryville, CA, 94608.

D. The Contracting Officer for the project is:

Louise Snitz

USDA, ARS, PWA

800 Buchanan Street Albany, CA 94710 Phone: (510) 559-6022, Fax: (510) 559-6023

E. The Contracting Officer’s Representative for the project is:

Pat Frank

CPCRC

48037 Tubbs Ranch Road Adams, OR 97810 Phone: (541) 278-4402

1.5 MISCELLANEOUS PROVISIONS

A. Unless otherwise indicated, work in the extension of existing conditions shall correspond in all respects with the existing conditions to which it connects, or to similar existing conditions, in materials, workmanship and finish.

SUMMARY 01100 - 1

B. Alterations to Existing Conditions: Existing conditions shall be cut, drilled, removed, temporarily removed, or removed and replaced, as necessary for performance of Work under the Contract.

1. Unless otherwise indicated, replacements of existing conditions that are removed shall match similar existing conditions.

2. Unless otherwise indicated, existing structural members shall not be cut or altered without authorization by the Contracting Officer.

3. Conditions remaining in place, which are damaged or defaced during the Work, shall be restored to the condition existing at time of award of Contract.

4. Discolored or unfinished surfaces exposed by removal of existing conditions, that are indicated to be final exposed surfaces, shall be refinished or replaced as necessary to produce uniform and harmonious contiguous surfaces.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

END OF SECTION 01100

SUMMARY 01100 - 2

SECTION 01230 - ALTERNATES

1.1 SUMMARY

A. An alternate provides an amount proposed by the Contractor and stated on the Bid Form for certain work that will adjust the Base Bid amount if the Government decides to accept the corresponding change in the products, materials, equipment, systems or installation methods described in the Contract Documents.

B. The amount for an alternate is the total net adjustment from the Base Bid to incorporate the alternate work into the project Work.

C. Alternate work shall include miscellaneous devices, accessory objects and similar items incidental to or required for a complete installation, whether or not mentioned as part of the alternate description.

1.2 PROCEDURES

A. Selection: Acceptance or rejection of each alternate will be made by the Government prior to award of the Contract, and the Base Bid amount will be adjusted accordingly for accepted alternates to establish the contract price.

B. Notification: Immediately following award of the Contract, the Contractor shall notify each party involved, in writing, whether each alternate has been accepted or rejected.

C. Coordination: The Contractor shall modify or adjust affected adjacent work as necessary to completely and fully integrate the accepted alternate work into the project Work.

PART 3 - EXECUTION

3.1 SCHEDULE OF ALTERNATES

A. Base Bid: All work indicated is part of Base Bid unless noted or labeled as an Alternate.

B. Alternate No. 1 (Additive): Partial tear off of existing roofing system and roof re-cover at

Mechanical Room Area and Annex Area as specified in Division 07 Sections "Preparation for Re- Roofing (Alternate Nos. 1 and 2)" and “Polyvinyl-Chloride (PVC) Roofing (Alternate Nos. 1 and 2)" and as indicated on but not limited to Drawing A2.02.

ALTERNATES 01230 - 1

C. Alternate No. 2 (Additive): Roof re-cover at Administrative Office Area as specified in Division 07 Sections "Preparation for Re-Roofing (Alternate Nos. 1 and 2)" and “Polyvinyl-Chloride (PVC) Roofing (Alternate Nos. 1 and 2)" and as indicated on but not limited to Drawing A2.02.

END OF SECTION 01230

ALTERNATES 01230 - 2

SECTION 01140 - WORK RESTRICTIONS

1.2 CONTRACTOR USE OF PREMISES

A. The Contracting Officer or Contracting Officer's Representative will conduct a pre-construction survey with the Contractor to review and document the existing conditions surrounding the project premises prior to the beginning of any construction activity.

B. The Contractor shall limit use of the premises to the work in areas indicated, to allow for

Government occupancy and public use.

1. Confine operations at the site to areas indicated. Do not disturb portions of the site beyond the areas in which Work is indicated.

2. Keep driveways and entrances serving the premises clear and available at all times to the Government, Government employees and visitors. Do not use these areas for parking or storage of materials.

3. Schedule deliveries to minimize space and time requirements for storage of material and equipment on site.

4. Maintain existing building in a safe and weathertight condition throughout the construction period. Repair damage caused by construction operations. Take precautions to protect the building, its occupants and the public during the construction period.

6. Space on the premises will be made available for the Contractor's storage and related activities, provided that its use will not interfere with operations of the Government.

Arrange and gain approval for use of this space through the Contracting Officer.

9. Existing materials and equipment that are removed as part of the construction operations, and that are not reused or designated to be salvaged as Government or other's property, shall become the property of the Contractor and shall be removed from the site. Storage or sale of excess salvageable materials and equipment is not permitted on site.

10. Pollution producing equipment shall not be located near air intakes where airborne smoke or fumes could be drawn into the building.

1.3 GOVERNMENT OCCUPANCY

A. The Government will occupy the site and the existing building during the entire period of construction. Cooperate with the Government's representatives during construction operations to minimize conflicts and facilitate Government usage. Perform the Work in a manner that does not interfere with the Government's operations.

END OF SECTION 01140

WORK RESTRICTIONS 01140 - 1

SECTION 01310 - PROJECT MANAGEMENT AND COORDINATION

A. This section includes certain administrative provisions for managing and coordinating construction operations, including but not limited to the following:

1. General project coordination.

2. Coordination drawings.

3. Conservation.

4. Administrative and supervisory personnel.

5. Conferences and meetings.

6. Cleaning and protection.

1.2 GENERAL PROJECT COORDINATION

A. Coordination of Trades: Coordinate construction operations included in the various sections of the Specifications to provide an efficient and orderly installation of each part of the Work.

Coordinate construction operations included under different sections of the Specifications that depend on each other for proper installation, connection or operation.

1. Schedule construction operations in the sequence required to obtain the best results where the installation of one part of the Work depends on installation of other components before or after that part.

2. Coordinate installation of different components to provide maximum accessibility for required maintenance, service, testing and repair.

3. Accommodate items scheduled for later installation.

B. Notification: Where necessary, prepare and distribute memoranda to each party involved, outlining special procedures required for coordination. When applicable, include notices, reports and meeting minutes as part of the memoranda.

C. Administrative Procedures: Coordinate scheduling and timing of administrative procedures with other construction activities to avoid conflicts and promote orderly progress of the Work.

Administrative procedures include but are not limited to the following:

1. Preparation of schedules.

2. Installation and removal of temporary facilities.

3. Delivery and processing of submittals.

4. Progress meetings.

5. Project closeout activities.

1.3 COORDINATION DRAWINGS

PROJECT MANAGEMENT AND COORDINATION 01310 - 1

A. Prepare coordination drawings where careful coordination is needed for installation of products and materials fabricated by separate entities, and prepare coordination drawings where limited space availability necessitates maximum utilization of the space for efficient installation of different components.

1. Show the relationship of components shown on separate shop drawings.

2. Indicate required installation sequences.

3. Provide vertical and horizontal dimensions necessary to locate each component and avoid conflicts within the space.

4. Comply with shop drawing requirements for sheet size and submittal methods specified in Division 1 Section "Submittal Procedures."

1.5 ADMINISTRATIVE AND SUPERVISORY PERSONNEL

A. In addition to the Project superintendent, the Contractor shall provide other administrative and supervisory personnel as required for proper performance of the Work.

1.6 CONFERENCES AND MEETINGS

A. Preconstruction Conference: The Contracting Officer shall schedule a preconstruction conference before starting construction at a time and place convenient to the Contractor.

Conference shall review responsibilities and personnel assignments.

1. Attendees: Participants at the conference shall be familiar with the project, shall be authorized to conclude matters relating to the Work, and shall minimally include representatives of the following parties:

a. Contracting Officer.

b. Construction Manager.

c. Contractor.

d. Major subcontractors.

e. Major suppliers.

f. Other concerned parties.

2. Agenda: Subjects for discussion shall include items of significance that could affect progress, including but not limited to the following:

a. Tentative construction schedule.

b. Critical work sequencing.

c. Designation of responsible personnel.

d. Procedures for processing field decisions and Change Orders.

e. Procedures for processing Applications for Payment.

f. Distribution of Contract Documents.

g. Submittal of Shop Drawings, Product Data, and Samples.

h. Preparation of Record Documents.

i. Use of the premises.

j. Parking availability.

k. Office, work, and storage areas.

PROJECT MANAGEMENT AND COORDINATION 01310 - 2

l. Equipment deliveries and priorities.

m. Safety procedures.

n. First aid.

o. Security.

p. Housekeeping and progress cleaning.

q. Working hours.

3. Reporting: No later than 3 calendar days after the conference, the Contractor shall distribute minutes of the conference to each party present and to other concerned parties, including the Contracting Officer.

B. Preinstallation Conferences: The Contractor shall conduct a preinstallation conference at the

Project Site as specified in Division 07 section "Polyvinyl-Chloride (PVC) Roofing".

C. Progress Meetings: The Contracting Officer's Representative shall conduct progress meetings at the Project Site at regular intervals. Dates of meetings shall be coordinated with preparation of the payment request.

1. Attendees: In addition to the Contractor's and Contracting Officer's representatives, each subcontractor, supplier, or other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented. All participants at the conference shall be familiar with the Project and authorized to conclude matters relating to the Work.

2. Agenda: Review and correct or approve minutes of the previous progress meeting.

Review other items of significance that could affect progress. Include topics for discussion as appropriate to the status of the Project.

a. Contractor's Construction Schedule: Review progress since the last meeting.

Determine where each activity is in relation to the Contractor's Construction Schedule, whether on time or ahead or behind schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to insure that current and subsequent activities will be completed within the Contract Time.

b. Review the present and future needs of each entity present, including but not limited to the following:

1) Interface requirements.

2) Time.

3) Sequences of operations.

4) Status of submittals.

5) Deliveries.

6) Off-site fabrication.

7) Access.

8) Site utilization.

9) Temporary facilities and controls.

10) Hours of work.

11) Hazards and risks.

12) Housekeeping and progress cleaning.

13) Quality and work standards.

14) Change Orders.

PROJECT MANAGEMENT AND COORDINATION 01310 - 3

15) Documentation of information for payment requests.

16) Updating of Record Documents.

3. Reporting: No later than 3 calendar days after each meeting, the Contractor shall distribute minutes of the meeting to each party present and to other concerned parties, including the Contracting Officer. Include a brief summary, in narrative form, of progress since the previous meeting and report.

4. Schedule Updating: The Contractor shall revise the Contractor's Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized. The revised schedule shall be issued concurrently with the report of each meeting.

1.8 SUBMITTALS

A. Coordination Drawings: Comply with the shop drawing requirements specified in Division 1

Section "Submittal Procedures."

B. Staff Names: Within 15 calendar days after commencement of construction, submit a list of principal staff assignments, including the superintendent and other primary personnel at the Project site. Identify individuals by name, duties and responsibilities, home address, and business and home telephone numbers.

1. Post copies of this list in the project meeting room, temporary field office and at each temporary telephone location.

C. Conference and Meeting Minutes: Within times specified for reporting, distribute minutes to concerned parties.

PART 2 - PRODUCTS (Not applicable)

3.1 GENERAL COORDINATION PROVISIONS

A. Inspection of Conditions: Prior to installations, require the installer of each major component to inspect both the substrate and conditions under which work is to be performed.

1. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner.

2. Coordinate temporary enclosures with required inspections and tests to minimize the necessity of uncovering completed construction for that purpose.

B. Construction in Progress: Keep construction in progress, and adjoining materials in place, clean during handling and installation. Apply protective coverings where required for protection from damage or deterioration.

C. Completed Construction: Clean completed construction, and provide maintenance, as frequently as necessary to prevent damage or soiling or other deterioration through the

PROJECT MANAGEMENT AND COORDINATION 01310 - 4

remainder of the construction period. Adjust and lubricate operable components as necessary to assure operability without damage.

D. Limiting Exposures: Supervise construction operations to prevent exposure of any part of construction, completed or in progress, to harmful, dangerous, damaging or otherwise deleterious conditions during the construction period. Such conditions include but are not limited to the following:

1. Excessive static or dynamic loading.

2. Excessive internal or external pressures.

3. Excessively high or low temperatures.

4. Thermal shock.

5. Excessively high or low humidity.

6. Pollution and air contamination.

7. Water or ice.

8. Chemicals and solvents.

9. Light.

10. Radiation.

11. Puncture.

12. Abrasion.

13. Heavy traffic.

14. Soiling, staining, and corrosion.

15. Bacteria.

16. Rodent and inset infestation.

17. Combustion.

18. Electrical current.

19. High-speed operation.

20. Improper lubrication.

21. Unusual wear or other misuse.

22. Contact between incompatible materials.

23. Destructive testing.

24. Misalignment.

25. Excessive weathering.

26. Unprotected storage.

27. Improper shipping or handling.

28. Theft or vandalism.

END OF SECTION 01310

PROJECT MANAGEMENT AND COORDINATION 01310 - 5

SECTION 01320 - CONSTRUCTION PROGRESS DOCUMENTATION

A. This section includes certain schedules and reports required for documenting the progress of construction during performance of the Work.

B. Requirements for construction progress scheduling are included in this Section.

C. Coordinate the timing for preparation and processing of schedules and reports with the performance of other construction activities, and maintain a consistent and logical correlation between updated schedules and reports.

1.2 CONSTRUCTION PROGRESS SCHEDULING

A. Preliminary Construction Schedule: Prepare a preliminary horizontal bar-chart-type construction schedule for the project. Submit the Preliminary Construction Schedule to the Contracting Officer within 7 calendar days after the date established for commencement of the Contract, unless otherwise required by the Construction Contract Clauses.

1. Provide a separate time bar for each significant construction activity. Coordinate each element on the schedule with other construction activities. Schedule each construction activity in proper sequence.

2. Schedule shall be time-scaled in not more than weekly increments, with the dates of the first day of each week indicated.

3. Completion of the Work shall be indicated in advance of the date established for completion of the Contract.

4. With the submission of the Preliminary Construction Schedule, include a tabulation by date of submittals required during the first 90 calendar days of construction, or show the submittals on the schedule. Include the submittals required to maintain orderly progress of the Work and those required early because of long lead-time for manufacture or fabrication.

B. Contractor's Construction Schedule: Prepare and periodically update a comprehensive, fully developed, horizontal bar-chart-type construction schedule. Base the Contractor's Construction Schedule on the preliminary construction schedule and whatever updating and feedback received since the start of construction.

1. Submit the initial Contractor's Construction Schedule within 60 calendar days after the date established for commencement of the Contact.

2. Within each construction activity's time bar, indicate estimated completion percentages in not more than 10 percent increments and, as work progresses, place marks in the bars to indicate actual completion percentages.

CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 1

3. Cost Correlation: If requested by the Contracting Officer, provide a cost correlation line at the head of the schedule to indicate planned and actual cost. As work progresses, show dollar volume of Work performed as of the dates used for applications for payment.

4. Updating: Provide an updated schedule in conjunction with each project meeting specified in Division 1 Section "Project Management and Coordination." In addition, revise the schedule after each event or activity that causes a significant change in the planned progress of the Work. Highlight or otherwise emphasis revisions for ease of identification.

5. Distribution: Print and distribute copies of the initial Contractor's Construction Schedule, and each updated or revised schedule, to the Contracting Officer, as well as to subcontractors and other parties required to comply with upcoming scheduled dates. Post copies in the project meeting room and temporary field office.

1.3 SUBMITTAL SCHEDULE

A. The submittal schedule shall list all submittals required by the specifications, listed in order by the specification section in which they are required. Coordinate the Submittal Schedule with the Contractor's Construction Schedule and other related documents. The Submittal Schedule shall include the following information:

1. Submittal Number.

2. Submittal Description.

3. Related specification section and paragraph numbers.

4. Category of Submittal (Sample, Shop Drawing, Certified Test Report, etc.)

5. Name of Subcontractor, if applicable.

6. Description of the part of the Work covered by the submittal.

7. Corresponding activity or event number on the Contractor's Construction Schedule, if applicable.

8. Scheduled date for first submittal (planned and actual dates).

9. Schedule dates for resubmittal of disapproved submittals (planned and actual dates).

10. Type of action by Contracting Officer's Representative (approved; approved as noted; not approved, revise and resubmit).

11. Date of action by Contracting Officer's Representative (planned and actual dates).

B. Schedule a resubmittal for each submittal. Except where specified otherwise in the contract documents, provide not less than 14 calendar days for the review of each submittal and resubmittal.

C. Distribution: Initially submit 3 copies of the Submittal Schedule to the Contracting Officer for review. After the Contracting Officer's response, print and distribute revised copies to the Contracting Officer and entities designated by the Contracting Officer, and to subcontractors and other parties required to comply with upcoming submittal dates.

1. Post copies in the project meeting room and temporary field office.

2. When the submittal schedule is updated, repeat distribution and posting.

D. Updating: The Submittal Schedule shall be kept up-to-date by the Contractor. A current updated copy of the Submittal Schedule shall be submitted with each Contractor payment request, and at other times as requested by the Contracting Officer, until all submittals are

CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 2

approved. Failure to provide the requested information, or delay in submitting required submittals may result in the payment request being returned to the Contractor until the required schedule or submittals are received.

1.4 SCHEDULE OF INSPECTIONS AND TESTS

A. Prepare and submit a schedule of inspections, tests and similar services required by the Contract

Documents within 30 calendar days after the date established for commencement of the Contract.

B. Coordinate the schedule of inspections and tests with the Contractor's Construction Schedule and other related documents. Prepare the schedule in tabular form, including but not limited to the following information:

1. Specification section number.

2. Description.

3. Identification of applicable standards.

4. Identification of methods to be used.

5. Number of inspections, tests or similar services.

6. Time schedule or time span.

7. Responsible entity.

8. Requirements for taking samples.

9. Unique characteristics.

C. Distribution: Submit copies of the schedule of inspection and tests to the Contracting Officer, entities designated by the Contracting Officer, and each party involved in performance of portions of the Work where inspections, tests and similar serviced are required.

1.5 REPORTS

A. Daily Construction Reports: Prepare a daily construction report recording the following information concerning events at the site. Submit duplicate copies to the Contracting Officer or Contracting Officer's representative at weekly intervals.

1. List of subcontractors at the site.

2. List of separate contractors at the site.

3. Count of personnel at the site.

4. High and low temperatures, general weather conditions.

5. Accidents.

6. Meetings and significant decisions.

7. Unusual events.

8. Stoppages, delays, shortages, and losses.

10. Emergency procedures.

11. Orders and requests of governing authorities.

12. Change Orders received or implemented.

13. Services connected or disconnected.

14. Equipment or system tests and startups.

15. Partial completions or occupancies.

CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 3

16. Summary of all work performed.

B. Material Location Reports: At not more than weekly intervals, prepare a comprehensive list of materials delivered to and stored at the site. The list shall be cumulative, showing materials previously reported plus items recently delivered. Include a statement of progress on and delivery dates for materials or items or equipment fabricated or stored away from the site.

Submit copies of the list to the Contracting Officer or Contracting Officer's representative.

C. Field Correction Reports: When the need to take corrective action requires a departure from the

Contract Documents, prepare a detailed report. Include a statement describing the problem and recommended changes. Indicate reasons the Contract Documents cannot be followed. Submit a copy to the Contracting Officer or Contracting Officer's representative for approval.

D. Unusual Event Reports: When an event of an unusual and significant nature occurs at the site, prepare a detailed report. List the chain of events, persons participating, response by the Contractor's personnel, evaluation of the results or effects, and similar pertinent information.

Submit a copy to the Contracting Officer or Contracting Officer's representative immediately.

Advise the Contracting Officer or Contracting Officer's representative in advance when such events are known or predictable.

PART 3 - EXECUTION (Not applicable)

END OF SECTION 01320

CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 4

SECTION 01330 - SUBMITTAL PROCEDURES

A. This Section includes certain administrative and procedural requirements for shop drawings, coordination drawings, schedules, samples and certain other quality assurance submittals.

B. This section does not include requirements for the following submittals:

1. Inspection and test reports specified in Division 1 Section "Quality Control."

2. Warranties specified in Division 1 Section "Product Requirements."

3. Closeout submittals specified in Division 1 Section "Closeout Procedures."

C. For clarity purposes, shop drawings, coordination drawings and schedules are further categorized as follows:

1. Shop drawings include drawings and schedules specifically prepared for the project, except for coordination drawings.

2. Coordination drawings are specified in Division 1 Section "Project Management and

Coordination."

3. Product data includes manufacturer's standard catalogs, pamphlets and other printed materials, and includes but is not limited to the following:

a. Product specifications.

b. Installation instructions.

c. Color charts.

d. Catalog cuts.

e. Rough-in diagrams and templates.

D. Samples may include samples of such scale to allow delivery for review, as well as field samples or mock-ups of full-size physical examples erected on-site or elsewhere, o establish a true-scale standard by which the corresponding work will be judged or a standard for compliance testing.

E. Other quality assurance submittals include materials specifically prepared for the project, except drawings and schedules, and include but are not limited to the following:

1. Design data and calculations.

2. Certifications of compliance or conformance.

3. Manufacturer's instructions and field reports.

1.2 GENERAL SUBMITTAL REQUIREMENTS

SUBMITTAL PROCEDURES 01330 - 1

A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities and with the Submittal Schedule specified in Division 1 Section "Construction Progress Documentation". Submittals shall be transmitted to the Contracting Officer's designated representative within 30 calendar days after receipt of notice to proceed, unless the approved Submittal Schedule specifically provides for a later submission. Transmit each submittal sufficiently in advance of the scheduled performance of related construction activities to avoid delaying the Work, allowing for the review times specified for submittals in Division 1 Section "Construction Progress Documentation" and elsewhere in the Contract documents.

1. Coordinate each submittal with other submittals and related activities that require sequential scheduling, to allow for testing, purchase, fabrication and product delivery in a timely manner.

2. Schedule transmittal of different categories of submittals for the same element of Work and for different elements of related parts of the Work at the same time.

3. Allow sufficient time for submittal review, corrections following the initial review and resubmittal review before activities scheduled after the submittal approval.

4. Any resubmission required after Government review shall be made within 10 calendar days after return of the submittal, unless specifically authorized otherwise by the Contracting Officer.

5. Submittals which are determined to be incomplete or otherwise substandard will be returned to the Contractor with no further review. Delays due to incomplete or rejected submittals will not be excused.

6. Construction will not be allowed to proceed if submittals are not received in a timely manner. Failure by the Contractor to provide the required submittals in a timely manner will not result in an extension to the Contractor's Construction Schedule.

7. Failure by the Contractor to provide the required submittals in a timely manner may result in progress payment requests being returned to the Contractor until submittals are up-to-date.

B. Submittal Preparation: Identify and prepare drawings and samples as specified in the

Construction Contract Clauses. Minimally include the following on a permanent label for other submittals:

1. Project name and number.

2. Date.

3. Name, address and telephone number of firm or entity that prepared the submittal.

4. Name and address of the Contractor.

5. Name of the manufacturer.

6. Number and title of appropriate specification section.

7. Drawing number and detail references, as appropriate.

8. Space to record Contractor's review and approval markings, and for Contracting Officer's or Contraction Officer's Representative's action; approximately 5 by 5 inches (250 by 250 mm).

C. Submittal Transmittal: Package each submittal for transmission and handling. Transmit each submittal from the Contractor to the Contracting Officer or Contracting Officer's representative by use of a transmittal form. Minimally include the following information on the transmittal form.

SUBMITTAL PROCEDURES 01330 - 2

1. Project name and number.

2. Date.

3. Destination (To:).

4. Source (From:).

5. Names of subcontractor, manufacturer and supplier, as applicable.

6. Category of submittal.

7. Description of submittal

8. Number and title of appropriate specification section.

9. Submittal number, including means to separately identify initial submittal and each resubmittal.

10. Certification by Contractor stating that submittal complies with the Contract Documents, or statement of deviations from the requirements of the Contract Documents including minor variations and limitations. Deviations may be listed on an attached sheet referenced on the transmittal form.

11. Signature of transmitter.

1.3 SHOP DRAWINGS AND COORDINATION DRAWINGS

A. Submit originally prepared information, drawn accurately to scale. Do not reproduce Contract

Documents or copy standard printed materials as the basis for Shop Drawings and Coordination Drawings.

B. Minimally include the following information on Shop Drawings and Coordination Drawings:

1. Dimensions.

2. Identification of products and materials.

3. Compliance with specified standards.

4. Notation of coordination requirements.

5. Notation of dimensions established by field measurements, if any.

6. Highlighted or encircled deviations from the Contract Documents, if any.

C. Sheet size: Except for templates, patterns and similar full-size drawings, submit Shop Drawings and Coordination Drawings on sheets of at least 8-1/2 by 11 inches (215 by 280 mm) but no larger than 30 by 40 inches (750 by 1000 mm).

D. Submittals: Unless otherwise indicated, submit one correctable, translucent, reproducible print and two blue-line or black-line prints of each drawing submittal. Reproducible print will be marked with action taken and returned. Distribution: When submittal is approved, Contractor shall prepare final blue-line or black-line print copies from the approved reproducible print, for the following purposes.

1. One print shall be marked and retained as a "Record Document."

2. Unless otherwise requested, two prints shall be provided to the Contracting Officer.

3. Additional prints shall be provided to the entities involved in the effected construction.

1.4 PRODUCT DATA

SUBMITTAL PROCEDURES 01330 - 3

A. Collect Product Data into a single submittal for each system or element of construction. Mark each copy to show specific product choices and options applicable to the project. Product Data shall include the following information, where applicable:

1. Manufacturer's printed recommendations.

2. Compliance with recognized trade association standards.

3. Compliance with recognized testing standards.

4. Applicability of testing agency labels and seals.

5. Notation of dimensions verified for fit by field measurements.

6. Notation of coordination requirements.

B. Preliminary Submittal: Prior to submittal of complete Product Data, submit a preliminary single copy of that part of Product Data when selection of options is required, such as for color charts.

Preliminary submittal will be returned, with selection noted, for the Contractor's use in subsequent submittals.

C. Submittals: Unless otherwise indicated, submit not less than 5 copies of each Product Data submittal. Two copies will be retained, and the remaining copies will be marked with action taken and returned.

D. Distribution: When submittal is approved, Contractor shall distribute approved copies for the following purposes:

1. One copy shall be marked and retained as a "Record Document."

2. Additional copies shall be provided to the manufacturers, subcontractors, suppliers, installers, governing authorities and others as required for performance of the applicable construction activities.

1.5 SAMPLES

A. Submit full-size, fully fabricated samples, cured and finished in the manner specified. Samples shall be physically identical to the material or product proposed for use.

B. Mount, display, or package samples to facilitate review of kind, color, pattern, texture and other qualities indicated, as a final check of these characteristics with other elements and for comparison of these characteristics with those of the actual component delivered and installed.

C. Where variation in color, pattern, texture or other characteristic is inherent in the material or product, submit at least 3 multiple units that show approximate limits of the variations.

D. Refer to other specification sections for requirements for samples that illustrate workmanship, fabrication techniques, details of assembly, connections, operations and similar construction characteristics.

E. Refer to other specification sections for samples to be returned to the Contractor for incorporation in the Work. Such samples must be in undamaged condition at time of use.

F. Preliminary Submittal: Where color, pattern, texture or similar characteristics are specified to be selected from a manufacturer's range of standard choices, submit a preliminary single set

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sample of available choices prior to submittal of the complete sample. Preliminary submittal will be returned, with selection noted, for the Contractor's use in subsequent submittals.

G. Submittals: Unless otherwise indicated, submit not less than 3 sets of each sample submittal.

One copy will be marked with action taken and returned.

H. Distribution: Contractor shall distribute approved copies for the following purposes:

1. One copy shall be marked and retained as a "Record Document" at the Project Site, and shall be available for comparison throughout the course of construction activity.

2. Additional copies shall be provided to manufacturers, subcontractors, suppliers, installers, governing authorities and others as required for performance of the applicable construction activities.

1.6 OTHER QUALITY ASSURANCE SUBMITTALS

A. Submit other quality assurance submittals in compliance with requirements in the individual specification sections.

B. Certifications: Submit notarized certifications from the party certifying compliance with specified requirements. Certifications shall be signed by an officer or other individual authorized to sign documents on behalf of the company certifying compliance.

1.7 REVIEW ACTION ON SUBMITTALS

A. Except for submittals for the record or for information or for another purpose where no action and return is required, the Contracting Officer or the Contracting Officer's authorized representative will review submittals and mark returned copies to indicate action taken.

B. Compliance with specified characteristics is the Contractor's responsibility, and is not part of the

Contracting Officer's review and indication of action taken. No matter what review action is taken, final acceptance will depend on full compliance with the Contract Documents.

C. Submittals that do not contain an appropriate marking of approval by the Contracting Officer or

Contracting Officer's representative shall not be used for construction.

D. Action Stamp: Each submittal will be stamped with a uniform action stamp. The stamp shall be marked to indicate one of the following actions taken:

1. Final Unrestricted Release: Where marked "Approved", the work covered by the submittal may proceed, provided it complies with the requirements of the Contract Documents.

2. Final But Restricted Release: Where marked "Approved As Noted", the work covered by the submittal may proceed, provided it complies with the notations or corrections on the submittal and with the requirements of the Contract Documents.

3. Return for Resubmittal: Where marked "Not Approved, Revise and Resubmit", do not proceed with the work covered by the submittal, including purchasing, fabrication, delivery or any other activity. Revise or prepare a new submittal according to the

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notations on the submittal or on the return transmittal. Resubmit without delay, repeating as necessary to obtain a final release action mark.

4. No Action: Where a submittal is for the record or for information or for another purpose not requiring review action, the submittal may not be returned or may be returned and marked "Action Not Required."

END OF SECTION 01330

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SECTION 01400 - QUALITY CONTROL

A. This section includes administrative and procedural requirements for quality control services to verify quality assurance requirements specified in the Construction Contract Clauses, individual specification sections and elsewhere in the Contract Documents.

B. The quality control services include tests, inspections and related actions, including reports, performed by the Contractor, independent agencies or governing authorities. These testing and inspection services are required for customized fabrication and installation procedures.

C. Specific quality control requirements for individual construction activities are included in the sections that specify those construction activities.

E. These services do not relieve the Contractor of responsibility for compliance with Contract

Document requirements, and do not limit the Contractor's quality control procedures that facilitate compliance with Contract Document requirements.

1.2 GOVERNING REGULATIONS AND AUTHORITIES

A. Obtain copies of applicable regulations and make these available at the Project site for reference.

1.3 RESPONSIBILITIES

A. Contractor Responsibilities: Unless specifically indicated otherwise, the Contractor shall provide for tests, inspections and other quality control services specified or required by authorities having jurisdiction. Costs for these services are included in the Contract price.

B. Where individual sections specifically indicate that certain tests, inspections or other quality control services are to be provided by a testing agency, the Contractor shall employ and pay for a qualified independent testing agency to perform the quality control services.

C. Contractor shall submit each testing agency's firm name, and credentials to perform the specified services, to the Government for the Contracting Officer's approval at least 15 calendar days before scheduled inspections or tests.

E. Retesting: The Contractor is responsible for retesting, including repeated inspections and other services, where results of the initial tests, inspections or other quality control services indicate noncompliance with the requirements of the Contract Document, regardless of whether or not the original test, inspection or service was the Contractor's responsibility. Costs for retesting, QUALITY CONTROL 01400 - 1 and for revising or replacing noncomplying construction, shall be the Contractor's responsibility.

F. Associated Services: The Contractor shall cooperate with agencies and others performing required tests, inspections and other quality control services, and shall provide reasonable auxiliary services as requested. Contractor shall notify the testing and inspection entities sufficiently in advance of operations to permit their timely assignment of personnel. Auxiliary services include but are not limited to the following:

G. Provide access to the work.

H. Furnish incidental labor and facilities necessary to facilitate inspections and tests.

I. Take adequate quantities of representative samples of materials that require testing or assist the agency in taking samples.

1. Provide facilities for storage and curing of test samples.

2. Deliver samples to testing laboratories.

3. Provide the agency with a preliminary design mix proposed for material mixes that require control by the testing agency.

4. Provide security and protection of samples and test equipment at the Project site.

J. Duties of the Testing Agency: An independent testing agency engaged to perform tests, inspections and other quality control services shall cooperate with the Contracting Officer's representative and the Contractor in performance of the agency's duties.

K. The agency shall provide qualified personnel to perform required inspections and tests.

L. The agency shall notify the Contracting Officer's representative and the Contractor of irregularities or deficiencies observed in the Work during performance of their services.

M. The agency is not authorized to release, revoke, alter or enlarge requirements of the Contract

Documents or approve or accept any portion of the Work.

N. The agency shall not perform any duties of the Contractor.

O. Coordination: The Contractor shall coordinate the sequence of activities to accommodate required services with a minimum of delay.

P. Activities shall be coordinated to avoid the necessity of removing and replacing construction to accommodate inspections and tests.

Q. The Contractor shall be responsible for scheduling times for inspections, tests, taking samples and similar activities.

1.4 QUALIFICATIONS OF INDEPENDENT TESTING AGENCIES

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A. A qualified independent testing agency shall be an accredited entity engaged to perform tests or inspections, either at the Project site or elsewhere, and to report on and, if required, to interpret results of those tests or inspections.

B. Testing agencies shall be acceptable to the Contracting Officer.

C. Unless other accreditation is specifically specified in the applicable individual section, each testing agency shall be prequalified as complying with the American Council of Independent Laboratories "Recommended Requirements for Independent Laboratory Qualifications", or shall be recognized by the Occupational Safety and Health Administration (OSHA) in accordance with 29 CFR Part 1910.7 to test and approve equipment or materials for their safe intended use.

Each testing agency shall specialize in the types of tests or inspections to be performed.

D. Testing agencies shall be authorized by authorities having jurisdiction to operate in the jurisdiction where the project is located.

1.5 SUBMITTALS

A. Reports: The Contractor, or the testing agency where they perform the services, shall submit a certified written report, in duplicate, of each test, inspection or other quality control service to the Contracting Officer.

1.6 Submit additional copies of each written report directly to the governing authority, when directed by the authority.

A. Written reports shall include but not be limited to the following:

1. Date of issue.

2. Project title and number.

3. Name, address, and telephone number of testing agency.

4. Dates and locations of samples and tests or inspections.

5. Names of individuals making the test or inspection.

6. Designation of the work and test method.

7. Identifications of product and specification section.

8. Complete test or inspection data.

9. Test results and an interpretation of test results.

10. Ambient conditions at the time of sample taking and testing.

11. Comments or professional opinion on whether tested or inspected Work complies with

Contract Document requirements.

12. Name and signature of laboratory inspector.

13. Recommendations on retesting.

B. Permits, Licenses, and Certificates: For the Government's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgements, correspondence, records, and similar documents, established for compliance with standards and regulations bearing on performance of the Work.

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3.1 REPAIR AND PROTECTION

A. Upon completion of testing, inspection, sample taking and other quality control services, repair damaged construction and restore substrates and finishes. Comply with the requirements of the Contract Document, including Division 1 Section "Cutting and Patching."

B. Protect construction exposed by or for quality control service activities, and protect repaired construction.

C. Repair and protection is the Contractor's responsibility, regardless of the assignment of responsibility for testing, inspection or other quality control services.

END OF SECTION 01400

QUALITY CONTROL 01400 - 4

SECTION 01420 - REFERENCES

1.1 DEFINITIONS

A. General Explanation: Specification language often includes terms that are defined elsewhere in the Contract Documents, including the Construction Contract Clauses. Certain terms are defined in this section. These definitions or explanations are not necessarily complete or exclusive, but are general for the Work and may be explained more explicitly in other Sections.

B. "General Conditions" refer collectively to the Construction Contract Clauses, Labor Standards and the U.S. Department of Labor Wage Decision bound into the specifications.

C. "Special Conditions" refer collectively to Section 00800 "Supplementary Conditions" and any other sections with numbers starting with 00 bound into the specifications.

D. "Indicated" refers to graphic representations, notes or schedules on the Drawings, or to requirements elsewhere in the Specifications or other Contract Documents. Terms such as "shown", "noted", "scheduled" and "specified" have the same meaning as "indicated" and are used to further help locate the reference, but no limitation on location is intended except as specifically stated.

E. Where "directed", "authorized", "selected", "approved", or a similar term is used in conjunction with the Contractor's submittals, applications, requests and other activities, and the specifications state that an individual other than the Contracting Officer, such as the Architect or Construction Engineer, shall provide this action, it is understood that only the Contracting Officer has this authority unless the individual stated is so authorized in writing by the Contracting Officer.

1. When the individual is so authorized by the Contracting Officer, the Contractor may still appeal the action to the Contracting Officer.

2. The Contracting Officer's decision will be final.

3. In no case shall the Contracting Officer's action be interpreted as releasing the Contractor from responsibility to fulfill the requirements of the Contract Documents.

F. "Regulations" include laws, ordinances, statutes and lawful orders issued by authorities having jurisdiction, as well as rules, conventions and agreements within the construction industry that control performance of the Work.

G. "Project site" refers to the space available to the Contractor for performance of the Work, either exclusively or in conjunction with others performing other work.

H. "Furnish" means to supply and deliver to the Project site, ready for unloading, unpacking, assembling, installation and similar operations.

REFERENCES 01420 - 1

I. "Install" describes operations at the…