ITB AttG Technical Specifications~1.pdf

DIVISION 01 – GENERAL REQUIREMENTS

Project Location Project Name Engineering Project # XX-XXXX

Project Name

PAGE LEFT BLANK INTENTIONALLY

REFERENCE STANDARDS 01 09 10

Project Name Engineering Project # XX-XXXX

SECTION 01 09 10 – REFERENCE STANDARDS

PART 1 – GENERAL

1.1 QUALITY ASSURANCE

A. Titles of Sections and Paragraphs: Captions accompanying Technical Specification sections and paragraphs are for convenience of reference only and are not to be used to define the lim-its of subcontracts.

B. Applicable publications: Whenever in these Technical Specifications references are made to published specifications, codes, standards, or other requirements, it shall be understood that wherever no date is specified, only the latest specifications, standards, or requirements of the respective issuing agencies which have been published as of the date that the Work is adver-tised for bids, shall apply; except to the extent that said standards or requirements may be in conflict with applicable laws, ordinances, or governing codes. No requirements set forth herein or shown on the Drawings shall be waived because of any provision of, or omission from, said standards or requirements.

C. Without limiting the generality of other requirements of the Technical Specifications, all Work specified herein shall conform to or exceed the requirements of applicable codes and the applicable requirements of the following documents to the extent that the provisions of such documents are not in conflict with the requirements of these Technical Specifications nor the applicable codes.

D. In case of conflict between codes, reference standards, Drawings and the other Contract Doc-uments, the most stringent requirements shall govern. Conflicts shall be brought to the atten-tion of the Owner’s Authorized Representative for written clarification and directions prior to ordering or providing any materials or labor.

E. Applicable Standard Technical Specifications: The Contractor shall construct the Work speci-fied herein in accordance with the requirements of the Contract Documents and the refer-enced portions of those referenced codes, standards, and specifications listed herein (except, that wherever references to “Standard Specifications” are made, the provisions therein for measurement and payment shall not apply).

F. References herein to “OSHA Regulations for Construction” shall mean Title 29, Part 1926, Construction Safety and Health Regulations, Code of Federal Regulations (OSHA), including all changes and amendments thereto.

G. References herein to “OSHA Standards” shall mean Title 29, Part 1910, Occupational Safety and Health Standards, Code of Federal Regulations (OSHA), including all changes and amendments thereto.

1.2 REFERENCE SPECIFICATIONS, CODES AND STANDARDS

A. THE FOLLOWING DOCUMENTS OR AGENCIES MAY BE REFERENCED IN THE

CONTRACT DOCUMENTS

AA Aluminum Association AABC Associated Air Balance Council AAMA Architectural Aluminum Manufacturers Association AAR Association of American Railroads AASHTO American Association of State Highway and Transportation Officials AATCC American Association of Textile Chemists and Colorists ACI American Concrete Institute ADC Air Duct Council

Project Name Engineering Project # XX-XXXX

AEIC Associated Edison Illuminating Companies ABMA American Bearing Manufacturers Association, Inc.

AGA American Gas Association AGC Associated General Contractors of America AGMA American Gear Manufacturers Association AHAM Association of Home Appliance Manufacturers AI The Asphalt Institute AIA American Institute of Architects AISC American Institute of Steel Construction AISI American Iron and Steel Institute AITC American Institute of Timber Construction AMCA Air Movement and Control Association International, Inc.

ANS American Nuclear Society ANSI American National Standards Institute, Inc.

APA APA-The Engineered Wood Association API American Petroleum Institute APWA American Public Works Association AREA American Railway Engineering Association AHRI Air-Conditioning, Heating, and Refrigeration Institute ASA Acoustical Society of America ASABE American Society of Agricultural and Biological Engineers ASCE American Society of Civil Engineers ASHRAE American Society of Heating, Refrigerating, and Air Conditioning Engineers ASLE American Society of Lubricating Engineers ASME American Society of Mechanical Engineers ASPA American Sod Producers Association ASQC American Society of Quality Control ASSE American Society of Sanitary Engineers ASTM American Society for Testing and Materials AWPA American Wood Preservers Association AWPI American Wood Preservers Institute AWS American Welding Society AWWA American Water Works Association BBC Basic Building Code, Building Officials and Code Administrators International BHMA Builders Hardware Manufacturer’s Association CBM Certified Ballast Manufacturers CDA Copper Development Association CEMA Conveyors Equipment Manufacturers Association CGA Compressed Gas Association CLPCA California Lathing and Plastering Contractors Association CLFMI Chain Link Fence Manufacturers Institute CMA Concrete Masonry Association COE Corp of Engineers CRSI Concrete Reinforcing Steel Institute CSI Construction Specifications Institute DCDMA Diamond Core Drill Manufacturers Association DOE Department of Ecology

Project Name Engineering Project # XX-XXXX

DOT Department of Transportation EEI Edison Electric Institute EIA Electronic Industries Association EJCDC Engineer’s Joint Contract Documents Committee EJMA Expansion Joint Manufacturer’s Association EPA Environmental Protection Agency ETL Electrical Test Laboratories FGMA Flat Glass Marketing Association FM Factory Mutual FS Federal Specification GA Gypsum Association IBC International Building Code ICBO International Conference of Building Officials ICC Interstate Commerce Commission IEEE Institute of Electrical and Electronics Engineers IES Illuminating Engineering Society IME Institute of Makers of Explosives IMIA International Masonry Industry All-Weather Council IP Institute of Petroleum (London) IPC Institute of Printed Circuits IPCEA Insulated Power Cable Engineers Association ISA Instrument Society of America ISO International Organization for Standardization ITE Institute of Traffic Engineers MBMA Metal Building Manufacturer’s Association MFMA Maple Flooring Manufacturer’s Association MIL Military Specification ML/SFA Metal Lath/Steel Framing Association MPTA Mechanical Power Transmission Association MTI Marine Testing Institute NAAMM National Association of Architectural Metal Manufacturers NACE National Association of Corrosion Engineers NBS National Bureau of Standards NCCLS National Committee for Clinical Laboratory Standards NEBB National Environmental Balancing Bureau NEC National Electrical Code NEMA National Electrical Manufacturer’s Association NESC National Electric Safety Code NFPA National Fire Protection Association NLGI National Lubricating Grease Institute NMA National Microfilm Association NWMA National Woodwork Manufacturers Association OAC Oregon Administrative Code ODOT Oregon Department of Transportation OSSC Oregon Structural Specialty Code OSEPA Oregon State Environmental Protection Agency OSHA Occupational Safety and Health Administration PCA Portland Cement Association PCI Prestressed Concrete Institute

Project Name Engineering Project # XX-XXXX

PS Product Standard RCO Revised Code of Oregon RIS Redwood Inspection Service RVIA Recreational Vehicle Industry Association RWMA Resistance Welder Manufacturers Association SAE Society of Automotive Engineers SAMA Scientific Apparatus Makers Association SDI Steel Deck Institute SDI Steel Door Institute SIS Swedish Standards Association SJI Steel Joist Institute SMA Screen Manufacturers Association SMACCNA Sheet Metal and Air Conditioning Contractors National Association SPR Simplified Practice Recommendation SSBC Southern Standard Building Code, Southern Building Code Congress SSPC Steel Structures Painting Council SSPWC Standard Specifications for Public Works Construction TAPPI Technical Association of the Pulp and Paper Industry TFI The Fertilizer Institute UL Underwriters Laboratories, Inc.

WCLIB West Coast Lumber Inspection Bureau WCRSI Western Concrete Reinforcing Steel Institute WIC Woodwork Institute of California WRI Wire Reinforcement Institute, Inc.

WSDOT Washington State Department of Transportation WWPA Western Wood Products Association

1.3 STANDARD SPECIFICATIONS

A. Where indicated in these Contract Documents, Work shall be in accordance with the refer-enced sections of the most current edition of the Oregon Standard Specifications for Con-struction, hereinafter referred to as “Standard Specifications.”

B. The Technical Specifications of these Contract Documents shall supersede any provisions of the Standard Specifications in conflict herewith.

C. Reference to measurements and payment in the Standard Specifications do not apply to this Contract.

D. References to department, secretary, state, or other similar terms in the Standard Specifica-tions shall mean Owner’s Authorized Representative.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)

END OF SECTION 01 09 10

SUMMARY OF WORK 01 10 00

Project Name Engineering Project # XX-XXXX

SECTION 01 10 00 – SUMMARY OF WORK

PART 1 – GENERAL

1.1 SECTION INCLUDES

A. This Section includes a general description of the Work required for this Contract.

1.2 CONTRACT DOCUMENTS

A. This Project shall be constructed in accordance with:

1. Summer Lake Wildlife Area- 6-bay Garage Concrete Slab– Project Manual.

2. Summer Lake Wildlife Area- 6-bay Garage Concrete Slab– Construction Drawings.

3. Oregon Standard Specifications for Construction, Current Edition.

B. Standard Plans or Specifications, when referenced in this Project Manual, shall mean Oregon Standard Specifications for Construction, most current edition; Volume 2; Technical Specifications. A copy of this document shall be onsite during construction.

1.3 PROJECT DESCRIPTION

A. Contractor shall provide all necessary expertise, labor, equipment, materials, incidentals, and permits required to perform the 6-bay Garage Concrete slab installation including but not limited to:

1. Fine grading of sub-base, form, place and finish of 4” thick interior concrete slab.

Interior slab shall have slick trowel finish. Approx 1342 sq. ft.

2. Grading of sub-base, form, place and finish, 4” thick, exterior concrete slab. Broom finish. Approx 460 sq. ft.

3. Bid Alternate 1; to include removal of balance of exterior concrete apron, grading of sub-base, install forms, place and finish 4” thick exterior concrete apron. Broom finish.

Approx 120 sq. ft.

B. The Work to be performed under this Contract shall consist of furnishing tools, equipment, materials, supplies, manufactured articles, and for furnishing transportation and services, including fuel, power, water, and essential communications, and for the performance of all labor, work, or other operations required for the fulfillment of the Contract in strict accordance with the Contract Documents. Refer to Work by Owner in paragraph 1.4 below.

1.4 WORK BY OWNER

A. The Owner will furnish the following items as noted on the Drawings:

1. Owner has removed excess base materials inside of garage building. Contractor shall be responsible to fine grade existing base to lines and finish grades as applicable.

2. Any grading materials needed by contractor shall be supplied by owner.

1.5 LABOR AND SAFETY STANDARDS

A. All Work shall be done in accordance with these Technical Specifications and requirements of the State of Oregon and OSHA standards.

1.6 PROJECT CONDITIONS

A. The Contractor shall coordinate the Work with the Owner’s Authorized Representative to minimize disturbance of ongoing Wildlife Area operations.

B. The Contractor shall follow the requirements as listed in the attached Inadvertent Discovery

Plan for Cultural Resources as shown in the appropriate Exhibit. Full adherence to all Federal, State, and local laws shall apply to ground disturbance.

SUMMARY OF WORK 01 10 00

Project Name Engineering Project # XX-XXXX

1.7 WORK AND STORAGE AREA

A. The primary Work, storage, and staging areas are designated on the Drawings and shall be available to the Contractor for Work including all functions incidental to the Work and storage areas during the construction period. All operations and storage of materials by the Contractor shall be confined to the immediate Work area and other approved areas as directed by the Wildlife Area Manager.

1.8 ACCESS TO THE WORK AREA

A. The Contractor shall repair any damage to access facilities and roadways for which the

Contractor is responsible and shall restore them to conditions at least equaling preconstruction conditions.

B. The Contractor shall take reasonable measures to limit entry of unauthorized persons and vehicles to the Work areas and to allow for access for employees, agents, etc., required for the performance of this Contract, and to authorized personnel of Federal, State, and local agencies, and to others having a right thereto.

1.9 RESTORATION OF EXISTING FACILITIES

A. The Contractor shall perform all Work to lines, grades, and cross sections shown on the

Drawings. Final grades shall match existing grades unless otherwise noted on the Drawings.

Where final grades are indicated on the Drawings, grades shall slope uniformly between elevations shown. All final grades shall be free of hollows which would pond water and sloped to allow for surface drainage. All earthwork shall have finish surfaces which have neat, reasonably uniform appearance.

1.10 EASEMENTS AND RIGHTS-OF-WAYS

A. Confine construction operations to the immediate vicinity of the locations indicated on

Drawings and use due care in placing construction tools, equipment, excavated materials, and pipeline materials and supplies so as to cause the least possible damage to property and interference with traffic.

1.11 SUBSTANTIAL COMPLETION

A. Substantial Completion dates are listed in the ITB.

PART 2 – PRODUCTS (NOT USED)

END OF SECTION 01 10 00

MEASUREMENT AND PAYMENT 01 22 00

Project Name Engineering Project # XX-XXXX

SECTION 01 22 00 – MEASUREMENT AND PAYMENT

PART 1 – GENERAL

1.1 MEASUREMENT AND PAYMENT AND DESCRIPTION OF BID ITEMS

A. Partial payment of bid items shall be in conformance with the General Conditions. Partial payment for Work completed, and materials installed which will become an integral part of the finished Work, shall be determined by the Owner’s Authorized Representative, and shall be made on the basis of duly certified and approved estimates of the Work, which, in the opinion of the Owner’s Authorized Representative, has been satisfactorily completed. It is understood that the determination by the Owner’s Authorized Representative as to whether or not a certificate or estimate for payment should be issued, or the amount of said payment, shall be based entirely upon the opinion of the Owner’s Authorized Representative. Said determination shall include without limitation the following factors:

1. All phases of the Work being accomplished in a proper manner and being pursued in a proper sequence of operation, particularly with regard to testing, cleanup, and surface restoration.

2. The observance by the Contractor of the requirement that all Work and operations be preceded by necessary submittals and approvals.

3. On the monthly estimates, partial payments for Work performed but not completed, may be made in accordance State of Oregon General Conditions for Public Improvement Contracts (General Conditions).

4. Retainage may be deducted from the above amounts as specified in the Contract.

a. The Contract price shall constitute full compensation for furnishing all plant, labor, equipment and materials, mobilization, demobilization, travel, and performing all operations required to complete the Work, as specified or incidental to, and as shown on the Drawings and Technical Specifications.

1.2 BASE BID

A. GENERAL

1. Bid Item – Mobilization, Demobilization, and Bonding – Lump Sum

The lump sum bid price includes preparatory work and operations necessary for the movement of personnel, equipment, supplies, and incidentals to and from the Project Site; for the establishment of offices, buildings, and other facilities necessary for the Work; costs for bonds, and insurance for the Work; site cleanup during the Project and at the completion of the Project; and for other operations performed or costs incurred before the beginning of the Work.

2. Bid Item – Interior Concrete Slab – Lump Sum The lump sum bid price shall include all labor, materials, and equipment necessary for construction of the concrete slab. Item shall include, but not limited to, final grading of base, establish finish grade, set forms, place and finish concrete, saw cut control joints.

Interior concrete slab shall have slick troweled finish.

3. Bid Item – Exterior Concrete Slab – Lump Sum The lump sum bid price shall include all labor, materials, and equipment necessary for the construction of the exterior concrete slab. Item includes, but not limited to, removal of portion of existing concrete apron, grading of sub-base, set forms, place and finish concrete, finish with broom finish.

MEASUREMENT AND PAYMENT 01 22 00

Project Name Engineering Project # XX-XXXX

1.3 BID ALTERNATE 1

A. Bid Item – Concrete Apron Replacement – Lump Sum

The lump sum unit bid price shall include all labor, materials, and equipment necessary for construction of a new concrete apron. Item includes, but not limited to, removal of balance of concrete apron, sub-base grading, formwork, joints, place and finish concrete. All exterior concrete shall have broom finish.

END OF SECTION 01 22 00

SUBMITTAL PROCEDURES 01 33 00

Project Name Engineering Project # XX-XXXX

SECTION 01 33 00 – SUBMITTAL PROCEDURES

PART – GENERAL

1.1 RELATED REQUIREMENTS SPECIFIED ELSEWHERE

A. Other provisions pertaining to submittals are included in the General Conditions, the Supple-mentary General Conditions, and in the various Sections of the Technical Specifications.

1.2 SUBMITTAL REQUIREMENTS

A. General:

1. If Build America, Buy America Act (BABAA) requirements are in place for this Project, the Contractor shall submit certification that all materials and manufactured goods pro-vided under this Technical Specification meet the BABAA requirements. Please refer to Exhibit 9 for specific details on the material and manufactured goods requirements.

2. All submittals shall be identified by Project title and number and shall include Contrac-tor’s name, date, and revision date. In addition, shop drawings, product data, and sam-ples shall include names of subcontractor and supplier, applicable Technical Specifica-tion Section number and Contractor’s stamp, initialed or signed, certifying to review of submittal, verification of field measurements, and compliance with Contract Documents.

3. All submittals shall be accompanied by a submittal transmittal form. Equipment numbers shall be listed for items being submitted. A separate form shall be used for each specific item, class of material, equipment, and items specified in separate, discrete sections, for which the submittal is required. Submittals for various items shall be made with a single form when the items taken together constitute a manufacturer’s package or are so func-tionally related that expediency indicates checking or review of the group or package as a whole.

4. A unique number, sequentially assigned, shall be noted on the transmittal form accompa-nying each item submitted. Original submittal numbers shall have the following format:

“XXX”; where “XXX” is the sequential number assigned by the Contractor. Resubmittal shall have the following format: “XXX-Y”; where “XXX” is the originally assigned submittal number and “Y” is a sequential letter assigned for resubmittals; i.e., A, B, or C being the 1st, 2nd, and 3rd resubmittals, respectively. Submittal 25B, for example, is the second resubmittal of Submittal 25.

5. Submittal Completeness: Submittals which do not have all the information required to be submitted are not acceptable and will be returned without review.

B. Shop Drawings: Submit two (2) copies of each shop drawing required by the Technical Spec-ifications. Show the information, dimensions, connections, and other details necessary to en-sure that the shop drawings accurately interpret the Contract Documents. Show adjoining Work in such detail as required indicating proper connections. Where adjoining connected Work requires shop drawings or product data, submit such information for review at the same time so that connections can be accurately checked.

C. Product Data: Submit two (2) copies of each item of product data required by the Technical Specifications. Modify product data by deleting information which is not applicable to the Project or by marking each copy to identify pertinent products. Supplement standard in-formation, if necessary, to provide additional information applicable to Project. It is recog-nized that in some cases manufacturer’s product data will be adequate and further shop draw-ings as stated in the Technical Specifications may not be required, unless requested by the Owner’s Authorized Representative.

Project Name Engineering Project # XX-XXXX

D. Samples:

1. Submit two (2) of each sample required by the Technical Specifications (unless specific number is specified). Samples shall show the quality, type, range of color, finish, and texture of the material intended to be furnished for the Work.

2. Samples shall become the property of the Owner unless specifically stated otherwise and will not be incorporated in the Work.

E. Review Procedure: Unless otherwise specified, within ten (10) to fourteen (14) days after re-ceipt of the submittal, the Owner’s Authorized Representative will review the submittal. The returned submittal will indicate one of the following actions:

1. If the review indicates that the material, equipment, or work method is in general con-formance with the design concept and complies with the Drawings and Technical Speci-fications, submittal copies will be marked “NO EXCEPTION TAKEN” and given review action 1. In this event, the Contractor may begin to implement the work method or in-corporate the material or equipment covered by the submittal.

2. If the review indicates that limited corrections are required, copies will be marked “NOTE MARKINGS” and given review action 2. The Contractor may begin implement-ing the work method or incorporating the material and equipment covered by the submit-tal in accordance with the noted corrections. Where submittal information will be incor-porated in O&M data, a corrected copy shall be provided; otherwise, no further action is required.

3. If the review reveals that the submittal is insufficient or contains incorrect data, copies will be marked “COMMENTS ATTACHED.” If the comments are of a nature that can be confirmed without a resubmittal, copies will be further marked “CONFIRM” and giv-en review action 3. If the comments require a revision and resubmittal, copies will be further marked “RESUBMIT” and given review action 4. Except at their own risk, the Contractor shall not undertake Work covered by this submittal until the attached com-ments have been either confirmed by a separate written communication or the submittal has been revised, resubmitted, and returned marked with “NO EXCEPTIONS TAKEN” or “NOTE MARKINGS.”

4. If the review indicates that the material, equipment, or work method is not in general con-formance with the design concept or in compliance with the Drawings and Technical Specifications, copies of the submittal will be marked “REJECTED” and given review action 5. Except at their own risk, the Contractor shall not undertake Work covered by such submittals until a new submittal is made and returned marked either “NO EXCEPTIONS TAKEN” or “NOTE MARKINGS.”

F. Effects of Review of Contractor’s Submittals: Review of Drawings, method of work, or in-formation regarding materials or equipment the Contractor proposes to provide, shall not re-lieve the Contractor of its responsibility for errors therein and shall not be regarded as an as-sumption of risks or liability by the Owner, and the Contractor shall have no claim under the Contract on account of the failure, or partial failure, of the method of work, material, or equipment so reviewed. A mark of “NO EXCEPTIONS TAKEN” or “NOTE MARKINGS” shall mean that the Owner’s Authorized Representative has no objection to the Contractor, upon the Contractor’s own responsibility, using the plan or method of work proposed, or providing the materials or equipment proposed.

1.3 SCHEDULE

A. The Contractor shall provide the following schedules and submit them not later than seven

(7) days after notice to proceed.

1. Contractor’s construction schedule:

Project Name Engineering Project # XX-XXXX

a. The Contractor shall prepare and submit to the Owner’s Authorized Representative for review an overall construction schedule covering all Work to be performed.

b. The schedule shall indicate the sequence of the Work, the time of starting and com-pletion of each part, and the installation dates for major items.

c. The schedule shall be submitted to the Owner’s Authorized Representative for re-view. This schedule shall be revised and resubmitted as necessary until it is accepta-ble to the Owner’s Authorized Representative. Action on payment requests will be contingent upon receipt of an acceptable construction schedule.

2. The construction schedule shall include, but not be limited to the following items:

a. Shop drawing receipt from Contractor, submitted to Owner’s Authorized Representa-tive, review, and return to Contractor.

b. Material and equipment order, delivery, installation, and check out.

c. Demolition.

d. Excavation and foundation preparation.

e. Constructing concrete structures.

f. Piping installation.

g. Backfilling, grading, seeding, and paving.

h. Installation of gates, miscellaneous metals, and equipment.

i. Substantial Completion of improvements.

j. Subcontractor work.

k. Final cleanup.

l. Testing activities.

m. Allowance for inclement weather.

3. The construction schedule shall be a series of line diagram showing a step by step se-quence of each construction activity. Construction activities proceeding simultaneously should be shown as parallel lines. Each activity shall be labeled and the estimated num-ber of days to complete the activity shall be shown on the schedule.

4. Should the Contractor fail to meet any critical dates within the schedule, the Contractor shall immediately undertake appropriate action which shall assure an acceptable return to the approved construction schedule.

5. The Contractor accepts the risk of any delays caused by the rate of progress of the Work to be performed under the Contract, and that in the event the Contractor is delayed in the prosecution and completion of its Work because of such conditions; Contractor shall have no claim for damages or Contract adjustment.

B. Contractor’s List of Subcontractors: Establish the items of Work proposed to be accom-plished by subcontractors, the name and address of each proposed subcontractor, and the date proposed to award each subcontract.

C. Schedule of Submittals: Establish for each item for which shop drawings, product data, or samples are required, the date of submission will be made, and the date approval is required for the installation to be completed in accordance with the Construction Schedule.

D. The Contractor’s list of subcontractors and schedule of submittals shall be based upon the Contractor’s progress schedule so that the Work can progress in accordance with the ap-proved progress schedule.

E. The Contractor shall immediately advise the Owner’s Authorized Representative of any pro-posed changes in his submitted schedules. If, in the opinion of the Owner’s Authorized Rep-resentative, any submitted schedule is inadequate to ensure completion of Work within the time limit or is otherwise not in accordance with the Technical Specification, or if the Work is not being adequately or properly prosecuted in any respect, the Owner’s Authorized Repre-

Project Name Engineering Project # XX-XXXX sentative shall have the right to require the Contractor to submit new schedules providing for proper and timely completion of the Work.

F. During the term of this Contract, the Owner’s Authorized Representative may require any schedule to be modified so that the changes in the Work of this Contract or related contracts (if any) are properly reflected in the schedule.

1.4 DETAILED BREAKDOWN OF LUMP SUM PRICES

A. Provide Schedule of Values in accordance with Technical Specification Section 01 37 00.

PART 2 – PRODUCTS (NOT USED)

END OF SECTION 01 33 00

PROJECT PROCEDURES 01 35 13

Project Name Engineering Project # XX-XXXX

SECTION 01 35 13 – PROJECT PROCEDURES

PART 1 – GENERAL

1.1 SUMMARY

A. Provide coordination of Work.

1. Project Supervisor: Employee that has authority to give instruction to others, be held responsible for the Work and actions of others, and to make decisions on behalf of the General Contractor. Project Supervisor is to be onsite during all times when Work is being performed on the Project either by Contractor’s crew or subcontractors.

2. Preconstruction conference.

3. Detailed Construction Progress Schedule.

4. Monthly meetings; distribute minutes.

5. Other meetings.

B. Prior to start of construction, submit a construction progress schedule for the entire construction process from start to final occupancy. Schedule can be in any standard format such as Gantt chart, bar chart, CPM flow charts, or other acceptable format. Contractor shall review and update this schedule weekly.

C. Prepare submittal schedule.

D. Submit Schedule of Values consisting of a line item valuation for each section of Work.

E. Submit and post a list of emergency telephone numbers and address for individuals to be contacted in case of emergency.

F. Submit record of changes from construction Drawings and Technical Specifications; to be maintained and annotated by Contractor as Work progresses.

G. Perform quality control during installation.

H. Clean and protect the Work.

PART 2 – PRODUCTS (NOT USED)

END OF SECTION 01 35 13

PROJECT PROCEDURES 01 35 13

Project Name

PRODUCT REQUIREMENTS 01 60 00

Project Name Engineering Project # XX-XXXX

SECTION 01 60 00 – PRODUCT REQUIREMENTS

PART 1 – GENERAL

1.1 SUMMARY

A. Provide products only from manufacturers and vendors specified unless alternate products are approved. Products submitted for approved alternate consideration shall be submitted to the Owner’s Authorized Representative with acceptable documentation.

B. Substitutions are not permitted without acceptable justification supplied by the Contractor to the Owner’s Authorized Representative. Conditions for substitutions are listed below.

C. Conditions necessary for approval of a substitution include at least one (1) of the following:

1. Specified material cannot be coordinated with other Work.

2. Specified material is unavailable or has unacceptable lead times.

3. Specified material is not acceptable to authorities having jurisdiction.

4. Substantial advantage is offered Owner in terms of cost, time, or other valuable consideration.

5. Product is equivalent or superior to specified item as determined by the Owner’s

Authorized Representative.

D. Submission of substituted manufacturer’s shop drawings, product data, or samples is not to be construed as a substitution approval. Approval will only be in the form of written communication from the Owner’s Authorized Representative.

E. Substitution made without written consent of the Owner’s Authorized Representative shall be considered nonconforming Work and subject to removal and replacement at Contractor’s expense.

PART 2 – PRODUCTS (NOT USED)

END OF SECTION 01 60 00

PRODUCT REQUIREMENTS 01 60 00

Project Name

DIVISION 02 – EXISTING CONDITIONS

Project Name

Project Name

DEMOLITION 02 41 00

Project Name Engineering Project # XX-XXXX

SECTION 02 41 00 – DEMOLITION

PART 1 – GENERAL

1.1 SCOPE

A. The Work covered by this Section consists of furnishing all labor, materials, tools, equipment, and incidentals necessary to accomplish removals and/or salvage shown on the Drawings and as specified herein.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION

3.1 GENERAL

A. The Contractor shall field verify all utilities locations prior to commencing demolition Work.

B. Damage to any item not designed for removal shall be repaired to the Owner’s Authorized

Representative’s complete satisfaction at no additional cost to the Owner.

C. All materials designated for removal shall become the property of the Contractor who shall be responsible for legal disposal of the materials off the facility property.

D. The Contractor shall be responsible for the coordination of all removal items as they relate to the overall construction sequence.

E. Prior to the commencement of removal Work, the Owner’s Authorized Representative, with the

Contractor, will inspect the site and photographically document existing conditions for reference upon job completion.

F. All removal Work shall be accomplished in a neat, clean, and workmanlike manner taking care not to damage items or areas not scheduled for removal. Where concrete removal is required, it shall be accomplished in such a manner that clean, smooth edges are left.

G. Demolition applies to Bid Alternate #1, if selected.

END OF SECTION 02 41 00

DEMOLITION 02 41 00

Project Name

DIVISION 03 – CONCRETE

Project Name

Project Name

CAST-IN-PLACE CONCRETE FORMING 03 11 13

Project Name Engineering Project # XX-XXXX

SECTION 03 11 13 – CAST-IN-PLACE CONCRETE FORMING

PART 1 – GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and Division 01 Technical Specifications Sections, apply to this Section.

1.2 SUMMARY

A. Section includes cast-in-place concrete formwork for the following:

1. Slabs-on-grade.

2. Slabs.

B. Related Technical Specification Sections:

1. Section 01 33 00 – Submittal Procedures.

2. Section 03 20 00 – Concrete Reinforcing.

1.3 DEFINITIONS

A. Words and terms used in this Technical Specification Section are defined in ACI 116R.

1.4 SUBMITTALS

A. Product technical data including:

1. Certifications that products submitted meet requirements of standards referenced.

2. Manufacturer’s installation instructions.

3. Manufacturer and type of proposed form materials.

4. Manufacturer and type of proposed form ties.

5. Manufacturer and type of proposed form coating material.

B. Construction Joint Layout: Indicate proposed construction joints required to construct the structure.

1. Location of construction joints is subject to approval of the Owner’s Authorized

Representative.

1.5 QUALITY ASSURANCE

A. Referenced Standards (Current adopted version):

1. American Concrete Institute (ACI):

a. ACI CT – Concrete Terminology

b. ACI 347 – Guide to Formwork for Concrete.

c. ACI 318 – Building Code Requirements for Structural Concrete.

d. ACI 350/350R – Code Requirements for Environmental Engineering Concrete

Structures.

e. ACI SPEC 301 – Specifications for Concrete Construction, Sections 1 through 5.

f. ACI 117 – Specifications for Tolerances for Concrete Construction and Materials.

2. American Institute of Steel Construction (AISC):

a. AISC 303 – Code of Standard Practice for Steel Buildings and Bridges.

3. Building Codes:

a. International Code Council (ICC): International Building Code and associated standards, latest edition including all Amendments, referred to herein as Building Code.

Project Name Engineering Project # XX-XXXX

b. Oregon Structural Specialty Code and Amendments referred to herein as Structural Code.

B. Preinstallation Conference: Conduct conference at Project Site.

1. Require representatives of each entity directly concerned with cast-in-place concrete formwork to attend, including the following:

a. Contractor’s superintendent.

b. Concrete subcontractor.

c. Formwork subcontractor.

2. Review construction contraction and isolation joints, and joint filler strips, forms and form removal limitations, and concrete protection.

PART 2 – PRODUCTS

2.1 FORM FACING MATERIALS

A. Smooth Formed Finished Concrete: Form facing panels that will provide continuous, true, and smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints.

1. Plywood, metal, 2x DF, or other approved panel materials. Aluminum is not permitted.

B. Rough Formed Finished Concrete: Plywood, lumber, metal, or another approved material.

Provide lumber dressed on at least two (2) edges and one (1) side for tight fit.

C. Aluminum Forms: Not permitted.

D. Form Release Agent: Commercially formulated form release agent that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces.

1. Formulate form release agent with rust inhibitor for steel form facing materials.

PART 3 – EXECUTION

3.1 FORMWORK

A. Construct formwork so concrete members and structures are of size, shape, alignment, elevation, and position indicated, within tolerance limits of ACI 117. For formed openings in walls, piers, and risers to accept installation of premanufactured mechanical equipment:

1. Maximum variation from plumb or line in 10 feet: 1/16 inch.

2. Maximum variation from plumb or line in entire length: 1/8 inch.

B. Fabricate forms for easy removal without hammering or prying against concrete surfaces.

Provide crush or wrecking plates where stripping may damage cast concrete surfaces.

Provide top forms for inclined surfaces steeper than 1.5 horizontal to 1 vertical.

3. Install keyways, reglets, recesses, and the like, for easy removal.

4. Do not use rust stained steel form facing material.

E. Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve required elevations and slopes in finished concrete surfaces. Provide and secure units to support screed strips; use strike-off templates or compacting type screeds.

F. Clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, and other debris just before placing concrete. Do not use rust stained steel form facing material.

G. Retighten forms and bracing before placing concrete, as required, to prevent mortar leaks and maintain proper alignment.

Project Name Engineering Project # XX-XXXX

H. Coat contact surfaces of forms with form release agent according to manufacturer’s written instructions before placing reinforcement. Form release agents exposed to raw water shall be biodegradable and nontoxic to fish.

3.2 REINFORCEMENT

A. General: Comply with Technical Specification Section 03 20 00 “Concrete Reinforcing” for fabricating and installing steel reinforcement. Securely fasten steel reinforcement and wire ties against shifting during concrete placement.

B. Set wire ties with ends directed into concrete, not toward exposed concrete surfaces.

3.3 REMOVING AND REUSING FORMS

A. General: Formwork for sides of beams, walls, columns, and similar parts of the Work that does not support weight of concrete may be removed after cumulatively curing at not less than 50 degrees F for 24 hours after placing concrete. Concrete has to be hard enough to not be damaged by form removal operations and curing and protection operations need to be maintained.

1. Leave formwork for beam soffits, joists, slabs, and other structural elements that supports weight of concrete in place until concrete has achieved at least 70 percent of its 28-day design compressive strength.

2. Leave formwork for retaining walls that support weight of backfill in place until concrete has achieved at least 40 percent of its 28-day design compressive strength.

3. Remove forms only if shores have been arranged to permit removal of forms without loosening or disturbing shores.

B. Clean and repair surfaces of forms to be reused in the Work. Split, frayed, delaminated, or otherwise damaged form facing material will not be acceptable for exposed surfaces. Apply new form release agent.

C. When forms are reused, clean surfaces, remove fins and laitance, and tighten to close joints.

Align and secure joints to avoid offsets. Do not use patched forms for exposed concrete surfaces unless approved by Owner’s Authorized Representative.

3.4 FIELD QUALITY CONTROL

A. Before placing concrete, check lines and grades of erected formwork and joints for correctness.

B. While placing concrete, provide quality control to assure that formwork and related supports have not been displaced, that loss of cement paste through joints is prevented, and that completed Work will be within specified tolerances.

C. Inspections:

1. Formwork products, including environmental requirements.

2. Formwork installation.

3. Conformance with dimensional tolerances.

4. Verification of concrete strength before removal of shores and forms from beams and slabs.

END OF SECTION 03 11 13

Project Name

CONCRETE REINFORCING 03 20 00

Project Name Engineering Project # XX-XXXX

SECTION 03 20 00 – CONCRETE REINFORCING

PART 1 – GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions, and Division 01 Sections apply to this Section.

1.2 SUMMARY

A. Section includes cast-in-place concrete reinforcement, steel and fibrous, for the following:

1. Slabs-on-grade.

2. Slabs.

B. Related Technical Specification Sections:

1. Section 01 33 00 – Submittal Procedures.

2. Section 03 11 13 – Cast-in-Place Concrete Forming.

3. Section 03 30 00 – Cast-in-Place Concrete.

1.3 SUBMITTALS

A. If Build America, Buy America Act (BABAA) requirements are in place for this Project, the

Contractor shall submit certification that all materials and manufactured goods provided un-der this Technical Specification meet the BABAA requirements. Please refer to Exhibit 9 for specific details on the material and manufactured goods requirements.

B. Product technical data including:

1. Certifications that products submitted meet requirements of standards referenced.

2. Material certificates for fiber reinforcement.

3. Steel reinforcement and accessories.

4. Mill certificates for steel reinforcing.

5. Manufacturer and type of proprietary rebar mechanical splices.

6. Manufacturer and type of rebar adhesive anchor including installation instructions.

C. Steel Reinforcement Shop Drawings: Placing drawings that detail fabrication, bending, and placement. Include bar sizes, lengths, material, grades, bar schedules, stirrup spacing, bent bar diagrams, bar arrangement, splices and laps, mechanical connections, tie spacing, hoop spacing, and supports for concrete reinforcement. Prepare in accordance with ACI Detailing Manual.

D. Qualification Data: For welders and welding procedures.

E. Welding certificates.

1.4 QUALITY ASSURANCE

A. Referenced Standards (Current adopted version):

1. American Concrete Institute (ACI):

a. ACI SP 66 – ACI Detailing Manual.

b. ACI 301 – Specifications for Structural Concrete, Sections 1 through 5.

c. ACI 315 – Details and Detailing of Concrete Reinforcement.

d. ACI 318 – Building Code Requirements for Structural Concrete.

e. ACI 350/350R – Code Requirements for Environmental Engineering Concrete

Structures.

f. ACI 117 – Specifications for Tolerances for Concrete Construction and Materials.

Project Name Engineering Project # XX-XXXX

2. ASTM International (ASTM):

a. ASTM A184 – Specification for Fabricated Deformed Steel Bar Mats for Concrete

Reinforcement.

b. ASTM A185 – Standard Specification for Steel Welded Wire Reinforcement, Plain, for Concrete.

c. ASTM A497 – Standard Specification for Steel Welded Wire Reinforcement, Deformed, for Concrete.

d. ASTM A615 – Standard Specification for Deformed and Plain Carbon-Steel Bars for

Concrete Reinforcement.

e. ASTM A706 – Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement.

3. American Welding Society (AWS):

a. AWS D1.4 – Structural Welding Code - Reinforcing Steel.

4. Concrete Reinforcing Steel Institute (CRSI):

a. Manual of Standard Practice.

b. Placing Reinforcing Bars

5. Building Codes:

a. International Code Council (ICC): International Building Code and associated standards, latest edition, including all Amendments, referred to herein as Building Code.

b. Oregon Structural Specialty Code (OSSC) and Amendments referred to herein as Structural Code.

B. Preinstallation Conference: Conduct conference at Project Site.

1. Require representatives of each entity directly concerned with cast-in-place concrete reinforcement to attend, including the following:

a. Contractor’s superintendent.

b. Concrete subcontractor.

c. Reinforcing subcontractor.

C. Welding Qualifications: Qualify procedures and personnel according to AWS D1.4/D 1.4M, “Structural Welding Code - Reinforcing Steel.”

1.5 DELIVERY, STORAGE, AND HANDLING

A. Steel Reinforcement: Deliver, store, and handle steel reinforcement to prevent bending and damage.

B. Support and store all reinforcing steel above ground.

C. Ship reinforcing steel to jobsite with attached plastic or metal tags with permanent mark numbers which match the shop drawing mark numbers.

PART 2 – PRODUCTS

2.1 STEEL REINFORCEMENT

A. Recycled Content of Steel Products: Provide products with an average recycled content of steel products so postconsumer recycled content plus one-half of pre-consumer recycled content is not less than 25 percent.

B. Reinforcing Bars: ASTM A615, Grade 60, deformed.

C. Low Alloy Steel Reinforcing Bars: ASTM A706, deformed. Provide ASTM A706 bars for bars to be welded.

D. Steel Bar Mats: ASTM A184, fabricated from ASTM A615, Grade 60 deformed bars, assembled with clips.

Project Name Engineering Project # XX-XXXX

E. Plain Steel Wire: ASTM A82 as drawn.

F. Plain Steel Welded Wire Reinforcement: ASTM A185, plain, fabricated from as-drawn steel wire into flat sheets.

2.2 REINFORCEMENT ACCESSORIES

A. Joint Dowel Bars: ASTM A484 smooth stainless steel bars, cut true to length with ends square and free of burrs. Provide with plastic caps to accommodate longitudinal movement of joint width plus 1 inch.

B. Protective plastic caps at mechanical splices.

C. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire reinforcement in place. Manufacture bar supports from steel wire, plastic, or precast concrete according to CRSI’s “Manual of Standard Practice” of greater compressive strength than concrete and as follows:

1. For concrete surfaces exposed to view where legs of wire bar support contact forms, use

CRSI Class 1 plastic protected steel wire or CRSI Class 2 stainless steel bar supports.

D. Tie Wire: #16 gauge or heavier, black, or galvanized, soft, or commercial grade steel tie wire.

Where tie wire is in close proximity to finish surfaces of exposed-to-view concrete, provide soft stainless steel wire.

E. Mechanical Splices:

1. Mechanical splices shall develop 125 percent of the specified yield strength of the bar in compression and tension.

2. Mechanical splices shall be one of the following:

a. Metal Sleeve with Cast Filler Metal: Cadweld splice, manufactured by Erico Products, Inc., Cleveland, OH.

b. Mechanical Threaded Connections Utilizing a Metal Coupling Sleeve with Internal Threads: Lenton Reinforcing Steel Couplers, manufactured by Erico Products, Inc., Cleveland, OH; Richmond DB-SAE Dowel Bar Splicers, manufactured by Richmond Screw Anchor Co., Inc., Fort Worth, TX.

2.3 FABRICATED STEEL REINFORCEMENT

A. Fabricate steel reinforcement according to CRSI’s “Manual of Standard Practice.”

2.4 WELDING ELECTRODES

A. E90XX low hydrogen electrodes (for shielded metal arc welding).

2.5 POST INSTALLED BAR ANCHORAGE ADHESIVES

A. Manufactured for the purpose of embedding bars in hardened concrete and developing 125 percent of the yield strength of specified reinforcing steel.

PART 3 – EXECUTION

3.1 STEEL REINFORCEMENT

A. General: Comply with CRSI’s “Manual of Standard Practice” for placing reinforcement.

1. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before placing concrete.

2. Bends are per ACI 318.

B. Clean reinforcement of loose rust and mill scale, earth, ice, and other foreign materials that would reduce bond to concrete.

Project Name Engineering Project # XX-XXXX

C. Accurately position, support, and secure reinforcement against displacement. Locate and support reinforcement with bar supports to maintain minimum concrete cover. Do not tack weld crossing reinforcing bars.

D. Reinforcement Congestion and Interference:

1. Notify Owner’s Authorized Representative whenever the specified clearances between bars cannot be met.

2. Do not place any concrete until the Owner’s Authorized Representative submits a solution to bar congestion problem.

3. If bars are required to be moved more than one bar diameter to avoid interference with other reinforcing steel, conduits, or embedded items, obtain Owner’s Authorized Representative’s approval of resulting arrangement of bars.

4. No field cutting of bars shall be done without written approval of Owner’s Authorized Representative.

E. On ground, provide metal bar supports with plates. Do not use concrete blocks.

F. Over formwork, provide plastic coated metal chairs, runners, bolsters, spacers, hangers, and other prefabricated bar supports.

G. Provide bar supports which will not puncture or damage void forms during construction nor impair the strength of the concrete members.

H. To assure proper placement, furnish templates for all column vertical bars and dowels.

I. Do not bend reinforcement after embedding in hardened concrete unless approved by

Owner’s Authorized Representative. Do not bend reinforcement by means of heat.

J. Set wire ties with ends directed into concrete, not toward exposed concrete surfaces.

K. Fabrication:

1. Clean, bend, and splice reinforcement in accordance with the International Building Code and ACI 315. Hooks shall conform to Table 1 of ACI 315. Do not straighten or rebend Grade 60 reinforcement. All bars shall be bent cold. Welding shall be performed by welders certified by American Welding Society and in accordance with AWS D1.1.

L. Bending Schedules:

1. Placement drawings and bending schedules shall be submitted to the Owner’s Authorized

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