CAS ANNEX DEMO - SPECIFIICATIONS.pdf.pdf
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- Attached to
- RFP CAS Annex Demo
- Solicitation number
- 00081
- Issued by
- Oakland County, Riverview City, Michigan
About this file
This file is a comprehensive set of contract specifications for the demolition of the College of Arts and Sciences Annex Building at Oakland University, prepared by Hubbell, Roth & Clark, Inc. in February 2024. The project involves the complete demolition of two temporary structures located at 170 Meadow Brook Road in Rochester, Michigan, including the removal of trailers, sidewalks, and underground utilities while preserving existing trees and a historic stone wall. The specifications detail extensive requirements for demolition work, hazardous material removal, site clearing, earthwork, and environmental controls, with a focus on safe and systematic deconstruction of the site.
The document includes specific technical requirements for waste management, soil erosion control, utility disconnection, and site restoration. Notably, the project involves careful handling of potential hazardous materials, with provisions for screening, testing, and proper disposal of materials such as asbestos-containing components, electrical devices, and other potentially contaminated substances. The specifications outline comprehensive procedures for environmental protection, including dust control, debris removal, and site grading, with the ultimate goal of returning the site to a grassed area with existing trees. The contract appears to be funded by Oakland University and will require detailed compliance with local, state, and federal regulations regarding demolition and environmental safety.
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CONTRACT SPECIFICATIONS
Annex Building Demolition
Prepared for:
Oakland University
2200 N. Squirrel Rd.
Rochester Hills, MI 48309
Prepared By:
Hubbell, Roth & Clark, Inc.
Project No. 20230892
February 2024
OAKLAND UNIVERSITY TABLE OF CONTENTS
ANNEX BUILDING DEMOLITION 00010 / 1
Job 20230892 y d e s i g n p r o j e c t d o c s s p e c s m a s t e r s p e c t o c c i v i l r d o c x
P M
TABLE OF CONTENTS
NUMBER SECTION NAME PAGE NUMBER
BIDDING REQUIREMENTS - CONTRACT PROVISIONS
00010 Table of Contents
01300 Submittals ........................................................................................................................1 thru 6
01400 Quality Control ................................................................................................................1 thru 3
01600 Material and Equipment ..................................................................................................1 thru 6
01700 Contract Closeout ............................................................................................................1 thru 6
DIVISION 2 SITE WORK
02050 Demolition Work ...........................................................................................................1 thru 10
02110 Site Clearing ....................................................................................................................1 thru 4
02132 Hazardous Material Removal ........................................................................................1 thru 13
02200 Earthwork ......................................................................................................................1 thru 10
02211 Rough Grading ................................................................................................................1 thru 4
02220 Soil Erosion Control ........................................................................................................1 thru 6
02211 Rough Grading ................................................................................................................1 thru 4
02836 Property Protection Fence.................................................................................................. 1 only
02929 Seeding ............................................................................................................................1 thru 4
02930 General Landscaping Materials and Final Grading ......................................................... 1 and 2
02970 Landscape Maintenance and Guarantee Standards ..........................................................1 thru 4
02990 Permits ............................................................................................................................... 1 only
DIVISION 16 ELECTRICAL
16010 General Electrical, Instrumentation and Control Requirements ......................................1 thru 5
16110 Raceways .........................................................................................................................1 thru 5
16123 Wire and Cable ................................................................................................................1 thru 7
16170 Grounding and Bonding ..................................................................................................1 thru 3
16470 Panelboards ......................................................................................................................1 thru 2
APPENDIX………………………………………………………………………………. ...................... APDX-1
APPENDIX A HRC PROPOSED DRAWINGS ........................................................................................ 1 to 6
APPENDIX B BUILDING REFERENCE DRAWINGS ......................................................................... 1 to 10
APPENDIX C HAZARDOUS MATERIAL REPORTS ......................................................................... 1 to 48
END OF SECTION
OAKLAND UNIVERSITY SUBMITTALS
ANNEX BUILDING DEMOLITION 01300 / 1
SECTION 01300
SUBMITTALS
PART 1 GENERAL
1.1 SCHEDULE FOR SUBMISSION
A. Submittal procedures
B. Submittal Review
C. Proposed Products list
D. Shop Drawings, Product Data, and Samples
E. Manufacture's installation instructions
F. Manufacture's certificates
1.2 RELATED SECTIONS
A. General Conditions
B. Standard Specifications
C. Section 01400 - Quality Control
D. Section 01700 - Contract Closeout
1.3 SCHEDULE FOR SUBMISSION
A. Prior to submitting any shop drawings, product data, portfolios, samples, etc. the Contractor shall prepare a Schedule of Submittals, listing all items in the project which he will submit for review by the Engineer. Identify all critical path submittals.
B. The summary shall be submitted within twenty (20) calendar days after receipt of Notice to
Proceed and shall be updated once per month thereafter.
C. The summary shall include the proposed dates for submittal for each item for control purposes. The summary shall be prepared in coordination with the Project Schedule for
Construction and adequate time shall be allowed therein for review and possible resubmittal.
D. The summary and schedule for submittals shall not relieve the Contractor of his obligation to comply with specification requirements for items not listed on the schedule.
E. Nothing herein shall be construed as allowing additional time for completion of the project in the event resubmittal is required for shop drawings or the other items to be submitted.
SUBMITTALS OAKLAND UNIVERSITY
01300 / 2 ANNEX BUILDING DEMOLITION
1.4 SUBMITTAL PROCEDURES
A. Transmit each submittal with Engineer approved transmittal form.
B. Sequentially number the transmittal form. Re-submittals shall have original specification number and a sequential alphabetic suffix.
C. Identify Project, Contractor, Subcontractor and supplier; pertinent drawing and detail number, and specification section number, as appropriate.
D. Apply Contractor's stamp, signed or initialed certifying that review, verification of Products required, field dimensions, adjacent construction Work, and coordination of information, is in accordance with the requirements of the Work and Contract Documents.
E. Schedule submittals to expedite the Project, and deliver to the Engineer in a manner to allow sufficient time for review and processing by the Engineer so as to not cause delays in the
Work. Coordinate submission of related items.
F. All drawings, information and documentation shall be prepared and submitted with all words in the English language and dimensions in American units. No foreign language or metric units will be permitted.
G. Identify variations from Contract Documents and Products and system limitations which may be detrimental to successful performance of the completed work.
H. Provide space for Contractor and Engineer review stamps.
I. Revise and resubmit submittals as required and identify all changes made since previous submission.
J. Distribute copies of reviewed submittals to all concerned and related parties. Instruct parties to promptly report any inability to comply with provisions.
K. The Engineer reserves the right to refuse to check or review any submittal of a subcontractor or manufacturer which is not presented in compliance with the foregoing requirements.
L. Electronic Submittals:
1. All electronic submittals shall follow the procedures outlined above.
2. Electronic submittal procedures are only applicable to Shop Drawings and product data submittals.
3. Electronic submittals shall be made in .PDF format
4. Reviewed submittals shall be returned in PDF electronic format for the Contractor’s printing and distribution.
1.5 SUBMITTAL REVIEW
A. All subcontractors and manufacturers' drawings shall first be sent directly to the Contractor, who shall keep a record of the drawing numbers and the dates of receipt. The Contractor shall check thoroughly all such drawings, as regards measurements, sizes of members, materials, and all other details to assure himself that they conform to the intent of the drawings and the
ANNEX BUILDING DEMOLITION 01300 / 3
specification, and shall promptly return to the subcontractors and/or manufacturers for correction such drawings as are found inaccurate or otherwise in error.
B. The Engineer will review the Contractor's, subcontractors' and manufacturers' drawings within a reasonable time after receipt thereof and will return one copy endeavoring to indicate, by notation thereon or written instructions, any correction which may be necessary to meet the
Contract requirements. The Contractor shall then review such notations and/or instructions and if he concurs therein, shall make or have made such required corrections, and shall, when so noted on the drawings or requested by the Engineer, resubmit corrected drawings to the
Engineer as soon as possible, for final review. Such further review by the Engineer will be limited to the corrections only, and the Contractor, by such re-submission shall be held to have represented that such drawings contain no other alterations, additions or deletions, unless the
Contractor (in writing) directs the Engineer's specific attention to same. Should the Contractor question, or dissent from, such notations and/or instructions, he shall so inform the Engineer and request further clarification before resubmitting the drawings.
C. The review of Contractor's, subcontractors', and manufacturers' drawings by the Engineer is for coordination and assistance, and the Engineer does not thereby assume responsibility for errors or omissions. Such errors or omissions must be made good by the Contractor, irrespective of the receipt, review of the drawings by the Engineer, and even though the work is done in accordance with such drawings.
1.6 PROPOSED PRODUCTS LIST
A. Within 15 days after date of Owner-Contractor Agreement submit list of all major products proposed for use, including those previously called for to be submitted in the Proposal, with name of manufacturer, trade name, and model number of each product.
B. For products specified only by reference standards, give manufacturer, trade name, model or catalog designation, and reference standards.
1.7 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES
A. While the contract drawings and specifications propose to be complete in all respects as to layout, type of equipment and materials, they are not intended to serve as detailed installation drawings and the preparation of such drawings required or necessary for this purpose, or to set equipment accurately, shall be the responsibility of the Contractor.
B. These Contract Documents shall be supplemented by other drawings, product data, samples and portfolios of all equipment, components, apparatus, materials, anchors/fasteners, etc.
furnished by the Contractor and reviewed by the Engineer. All such supplementary drawings or instructions are intended to be consistent with the Contract Documents, true developments thereof and reasonably inferable therefrom. Therefore, no extra charge will be allowed on a claim that particular supplemental drawings or instructions differed from the Contract documents, incurring extra work, unless the Contractor has first brought the matter, in writing, to the Engineer's attention for proper adjustment before starting on the work covered by such and has received from the Engineer an order in writing to so proceed.
01300 / 4 ANNEX BUILDING DEMOLITION
C. These original and supplementary drawings constitute the drawings according to which the work is to be done. The Contractor shall keep at the site of the work, copies of all drawings and specifications and shall at all times give the Engineer or Owner access thereto.
D. Shop Drawings are drawings, diagrams, schedules other data specifically prepared for the
Work by the Contractor or a subcontractor, Subcontractor manufacturer, supplier or distributor to illustrate some portion of the Work.
E. Shop Drawings, Product Data, Samples and similar submittals are not Contract Documents.
The purpose of these submittals is to demonstrate for those portions of the Work for which submittals are required the way the Contractor proposes to conform to the information given and the design concept expressed in the Contract Documents.
F. Product Data are illustrations, standard schedules, performance charts, instructions, catalog cuts, brochures, diagrams, materials lists and other information furnished by the Contractor to illustrate materials or equipment for some portion of the Work.
G. Samples are physical examples which illustrate materials, equipment or workmanship and establish standards by which the Work will be judged.
H. The Contractor shall review, approve, and submit to the Engineer, Shop Drawings, Product
Data, Samples, and similar submittals required by the Contract Documents requested by the
Engineer or Owner or otherwise necessary for the proper execution of the work, with reasonable promptness and in such sequence as to cause no delay in the Work or in the activities of the Owner or of separate contractors. Submittals made by the Contractor which are not required by the Contract Documents may be returned without action.
I. The Contractor shall perform no portion of the Work requiring submittal, resubmittal, and review of Shop Drawings, Product Data, Samples or similar submittals until the respective submittal has been reviewed by the Engineer. Such Work shall be in accordance with reviewed submittals.
J. By approving and submitting Shop Drawings, Product Data, Samples and similar submittals, the Contractor represents that the Contractor has determined and verified materials, field measurements and field construction criteria related thereto, or contained within such submittals with the requirements of the Work and of the Contract Documents.
K. The Contractor shall not be relieved of responsibility for deviations from requirements of the
Contract Documents by the Engineer's review of Shop Drawings, Product Data, Samples or similar submittals unless the Contractor has specifically informed the Engineer in writing of such deviation at the time of submittal and the Engineer has given written approval to the specific deviation. The Contractor shall not be relieved of responsibility for errors or omissions in the Shop Drawings, Product Data, Samples or similar submittals by the
Engineer's review thereof, as the Engineer's review in intended to cover compliance with the
Contract Document and not to enter into every detail of the shop work.
L. The Contractor shall direct specific attention, in writing or on resubmitted Shop Drawings, Product Data, Samples, or similar submittals, to revisions other than those required by the
Engineer on previous submittals.
ANNEX BUILDING DEMOLITION 01300 / 5
M. When professional certification of performance criteria of materials systems or equipment is required by the Contract Documents, the Engineer shall be entitled to rely upon the accuracy and completeness of such calculations and certifications.
N. Shop Drawings
1. Submit in the form of legible PDFs
O. Product Data
1. Submit in the form of legible PDFs
2. Mark each copy to identify applicable products, models, options, and other data.
Supplement manufacturers' standard data to provide information unique to this
Project.
3. Product data shall include an index sheet containing a space at least 5" x 8" for review stamps and notes.
4. After review distribute in accordance with the Submittal Procedures article above and provide copies for record documents described in Section 01700 - CONTRACT
CLOSEOUT.
P. Samples
1. Submit samples to illustrate functional and aesthetic characteristics of the Product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work.
2. Submit samples of sufficient size and representative of finishes indicating textures, and patterns for Owner selection.
3. Include identification on each sample, with full Project information.
4. Submit the number of samples specified in individual specification sections; two of which will be retained by the Engineer.
5. Reviewed samples which may be used in the work are indicated in individual specification sections.
1.8 MANUFACTURER INSTALLATION INSTRUCTIONS
A. When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, start-up, operating, maintaining and finishing to the Engineer in quantities specified for Product Data.
B. Identify conflicts between manufacturer's instructions and contract documents.
1.9 MANUFACTURER CERTIFICATES
A. When specified in individual sections, submit certification by manufacturer to Engineer, in quantities specified for Product Data.
B. Indicate material or Product meets or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate.
01300 / 6 ANNEX BUILDING DEMOLITION
PART 2 PRODUCTS
Not Used.
PART 3 EXECUTION
Not Used.
OAKLAND UNIVERSITY QUALITY CONTROL
ANNEX BUILDING DEMOLITION 01400 / 1
SECTION 01400
QUALITY CONTROL
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Quality assurance - control of installation.
B. Tolerances
C. References.
D. Inspecting and testing laboratory services.
E. Manufacturers' field services and reports.
1.2 RELATED SECTIONS
A. Section 01300 - Submittals: Submission of manufacturers' instructions and certificates.
B. Section 01600 - Material and Equipment: Requirements for material and product quality.
1.3 QUALITY ASSURANCE - CONTROL OF INSTALLATION
A. Monitor quality control over suppliers, manufacturers, Products, services, site conditions, and workmanship, to produce Work of specified quality.
B. Comply with manufacturers' instructions, including each step in sequence.
C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Architect/Engineer before proceeding.
D. Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.
E. Perform work by persons qualified to produce workmanship of specified quality.
F. Secure Products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, or disfigurement.
1.4 TOLERANCES
A. Monitor tolerance control of installed Products to produce acceptable Work. Do not permit tolerances to accumulate.
QUALITY CONTROL OAKLAND UNIVERSITY
01400 / 2 ANNEX BUILDING DEMOLITION
B. Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with
Contract Documents, request clarification from Architect/Engineer before proceeding.
C. Adjust Products to appropriate dimensions; position before securing Products in place.
1.5 REFERENCES
A. For Products or workmanship specified by association, trade, or other consensus standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.
B. Conform to reference standard by date of issue current on date specified in the individual specification sections, except where a specific date is established by code.
C. Obtain copies of standards where required by product specification sections.
D. The contractual relationship, duties, and responsibilities of the parties in Contract nor those of the Architect/Engineer shall not be altered from the Contract Documents by mention or inference otherwise in any reference document.
1.6 INSPECTING AND TESTING LABORATORY SERVICES
A. The Contractor shall hire an approvable Material Testing firm to perform compaction and concrete tests
B. Owner may appoint, employ, and pay for specified services of an independent firm to perform inspecting and testing, as required in addition to the material testing identified above..
C. The independent firm will perform inspections, tests, and other services specified in individual specification sections and as required by the Engineer or the Owner.
D. Inspecting, testing, and source quality control may occur on or off the project site. Perform off-site inspecting or testing as required by the Engineer or the Owner.
E. Reports will be submitted by the independent firm to the Engineer, in duplicate, indicating observations and results of tests and indicating compliance or non-compliance with Contract
Documents.
F. Cooperate with independent firm; furnish samples of materials, design mix, equipment, tools, storage, safe access, and assistance by incidental labor as requested.
1. Notify Engineer and independent firm 48 hours prior to expected time for operations requiring services.
2. Make arrangements with independent firm and pay for additional samples and tests required for Contractor's use.
G. Testing or inspecting does not relieve Contractor of performing Work to contract requirements.
OAKLAND UNIVERSITY QUALITY CONTROL
ANNEX BUILDING DEMOLITION 01400 / 3
H. Retesting required because of non-conformance to specified requirements shall be performed by the same independent firm on instructions by the Engineer. Payment for retesting will be charged to the Contractor by deducting inspecting or testing charges from the Contract Sum.
1.7 MANUFACTURERS' FIELD SERVICES AND REPORTS
A. When specified in individual specification sections, require material or Product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, test, adjust and balance of equipment and as applicable, and to initiate instructions when necessary.
B. Report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions.
C. Submit report in duplicate within 30 days of observation to Engineer for information.
PART 2 PRODUCTS
Not Used.
PART 3 EXECUTION
OAKLAND UNIVERSITY MATERIAL AND EQUIPMENT
ANNEX BUILDING DEMOLITION 01600 / 1
SECTION 01600
MATERIALS, PRODUCTS AND EQUIPMENT
PART 1 GENERAL
1.1 SECTION INCLUDES
A. General Provisions.
B. Transportation and handling.
C. Storage and protection.
D. "Or Equal" Clause
E. Product options.
F. Substitutions.
G. Installation of Equipment.
H. Damage during tests and instruction period.
1.2 RELATED SECTIONS
A. Section 01400 - Quality Control: Product quality monitoring.
1.3 GENERAL PROVISIONS
A. Products (including all materials, machinery, equipment, and systems) shall be carefully designed and installed to insure that all required functions are adequately performed within specified degrees of precision and that each unit shall operate with every other part, furnished or existing, to provide a complete integrated system which shall operate to the satisfaction of the Engineer. Any changes or revisions of existing work made necessary by the type and dimensions of furnished products shall be made at the expense of the Contractor, and he shall furnish detail drawings showing such changes or revisions for the approval of the Engineer.
B. Submit to the Engineer ample proof that each and every part of the products to be furnished is of a reliable make and of a type which has been in successful operation within the continental
United States. Installation of any experimental or untried type of apparatus, material, or machinery will not be allowed.
C. Each major item of equipment shall have the manufacturer's nameplate securely affixed in a conspicuous place. The nameplate shall show the manufacturer's name, address, model number, rating, and any other pertinent data such as speed, horsepower, etc.
D. All materials, equipment, and accessories shall be new and unused and shall be essentially the products of a manufacturer regularly engaged in the production of such material or equipment
MATERIAL AND EQUIPMENT OAKLAND UNIVERSITY
01600 / 2 ANNEX BUILDING DEMOLITION
and shall essentially duplicate material or equipment that has been in satisfactory operation at least 5 years.
E. The owner reserves the right to reject any material or equipment manufacturer who, although he meets the above requirements, does not provide satisfactory evidence indicating adequate and prompt post-installation repair and maintenance service as required to suit the operational requirements of Owner. Items of any one type of materials or equipment shall be the product of a single manufacturer.
F. All piping and equipment furnished under this contract shall be fabricated of such materials that under normal operating conditions harmful substances are not imparted to the water supply system.
G. Except as otherwise specified or required, equipment shall be primed and finish painted at the factory in accordance with the recommendations or the approved manufacturer. All equipment supplied under this contract shall include at least one quart of finish paint used for touch-up at the completion of construction.
H. Necessary field painting shall be in accordance with the requirements of Section 09900 -
Painting. Any damage to shop coating shall be corrected to the satisfaction of the Engineer.
I. Certification shall be provided that all materials which may come into contact with potable water meets the National Sanitation Foundation Standard 61 and all MDPH regulations in force at the time of submittals.
1.4 TRANSPORTATION AND HANDLING
A. All parts of the equipment shall be carefully crated to facilitate shipping and handling. The crates shall be constructed to completely protect the equipment and shall be sufficiently strong to permit lifting and skidding without requiring additional bracing or reinforcement.
1. Packages or materials showing evidence of damage or contamination, regardless of cause, will be rejected.
B. Transport and handle Products in accordance with manufacturer's instructions.
C. Transport and handle all materials in such a manner to avoid breakage, inclusion of foreign materials, and/or damage by water or other causes.
D. Deliver packaged materials in original unopened containers. Packages or materials showing evidence of damage or contamination regardless of cause will be rejected.
E. Promptly inspect shipments to ensure that Products comply with requirements, quantities are correct, and Products are undamaged.
F. Repair or replace all items damaged or broken as a result of the Contractor's operation at no cost to the Owner.
G. When specified in the individual Section, equipment shall be made available for conditional acceptance by the Engineer at the factory prior to shipment.
ANNEX BUILDING DEMOLITION 01600 / 3
H. Equipment shall not be delivered unless it can be immediately incorporated into the work or proper storage facilities are available.
I. Provide equipment and personnel to handle Products by methods to prevent soiling, disfigurement, or damage.
J. Notify the Engineer at least two days in advance of the delivery of equipment.
1.5 STORAGE AND PROTECTION
A. All materials and equipment shall be handled in a manner to avoid damage, breakage, soiling, disfigurement, shock, denting, marring of surfaces or delay in the completion of the work.
1. The Contractor shall coordinate delivery of equipment with his construction program so that an undue amount of storage space is not required. Space for contractor's use will be designated by the Owner.
2. The Contractor shall exercise care in the protection of materials and equipment furnished and/or installed under this contract while they are in storage at the site and during and after installation prior to final acceptance.
3. The Contractor shall repair or replace, without cost to the Owner and to the satisfaction of the Owner, all items damaged or broken as a result of his operation.
4. Provide bonded off-site storage and protection when site does not permit on-site storage or protection.
5. All materials which have been stored shall be subject to retest and shall meet the requirements of these Specifications at the time they are used in the work and at the time of final acceptance of the work.
6. Arrange storage of Products to permit access for inspection. Periodically inspect to verify Products are undamaged and are maintained in acceptable condition.
B. Store and protect Products in accordance with manufacturers' instructions, with seals and labels intact and legible.
1. Store sensitive Products in weather tight, climate controlled enclosures.
2. Cover Products subject to deterioration with impervious sheet covering. Provide ventilation to avoid condensation or potential degradation of Product.
3. All machined surfaces of the equipment subject to corrosion shall be protected by coating with grease immediately after finishing.
4. All flanges shall be protected prior to installation by means of wooden flanges bolted in place.
5. Pump casings shall be thoroughly drained of all water.
6. All unpainted steel surfaces shall be prevented from rusting by an Owner approved method.
7. Plate and sheet metal work shall be handled and stored with care to prevent permanent deformations or crimps in the material.
8. Whenever the shop coat of protective paint is damaged, spot coating shall be made immediately to prevent rusting.
9. Store loose granular materials on solid flat surfaces in a well-drained area. Prevent mixing with foreign matter.
10. Equipment and materials stored outdoors shall be placed on sloped supports, up at least six inches above the ground.
01600 / 4 ANNEX BUILDING DEMOLITION
C. Openings in tanks, valves and pipe shall be kept covered to prevent dirt, rubbish or water from entering, with machined surfaces such as flange faces, pipe threads, machined weld ends of pipe, and fittings protected from corrosion by proper Owner approved compounds.
1.6 PRODUCT OPTIONS
A. Products Specified by Reference Standards or by Description Only: Any Product meeting those standards or description.
B. Products Specified by Naming One or More Manufacturers with the provision "No
Substitutions": Products of manufacturers named and meeting specifications, no options or substitutions allowed.
C. Products Specified by Naming One or More Manufacturers with a Provision for "or Equal" or
Substitutions: Submit a request for substitution for any manufacturer not named in accordance with the following article and Section 01300.
1.7 “OR EQUAL” CLAUSE
A. Specifying an article, material, or piece of equipment by reference to a proprietary product or by using the name of a manufacturer or vendor followed by the clause "or equal" shall be understood to indicate the type, function, minimum standard of design, efficiency, and quality desired and shall not be construed in such a manner as to exclude products of comparable quality, design, and efficiency.
B. Comparable products shall be capable of performing equal function and shall be compatible with other equipment, materials, or systems to which they connect or will become an integral part of.
C. The clause "or approved equal" which may appear elsewhere in the documents shall mean the same as "or equal".
D. Wherever in the documents an article, material, or piece of equipment is defined by specifying a proprietary product or using the name of a manufacturer or vendor the term "or equal" if not included shall be implied.
E. Substitutions of "or equal" products are subject to approval of the Engineer.
1.8 SUBSTITUTIONS OR ALTERNATIVES
A. For the purposes of this Specification, Alternatives and Substitutions are the same.
B. Alternatives are required to be submitted in the Bid Form, Section 2 – Material, Equipment and Environmental Alternatives. Alternatives submitted on that form must follow the provisions herein, and will be evaluated following the Bid opening. (They will not be considered during the Bid process.) Alternatives proposed following the bid will not be considered.
C. Refer also to Section 01300.
ANNEX BUILDING DEMOLITION 01600 / 5
D. Document each alternative identified on the Bid Form with complete data substantiating compliance of proposed Substitution with Contract Documents.
E. Each request shall include the credit amount for the alternative. This amount must include all cost adjustments to any other trade as a result of this alternative.
F. A request constitutes a representation that the Contractor:
1. Has investigated proposed Product and determined that it meets or exceeds the quality level of the specified Product.
2. Will provide the same warranty for the Substitution as for the specified Product.
3. Will coordinate installation and make changes to other Work which may be required for the Work to be complete with no additional cost to Owner.
4. Waives claims for additional costs or time extension which may subsequently become apparent.
G. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written request, or when acceptance will require revision to the Contract Documents.
H. Substitution Submittal Procedure:
1. Submit three copies of request for Substitution for consideration. Limit each request to one proposed Substitution.
2. Submit shop drawings, product data, and certified test results attesting to the proposed
Product equivalence. Also provide information required by Section 01300 for substitutions. Burden of proof is on proposer.
3. The Engineer will notify Contractor in writing of decision to accept or reject request.
1.9 INSTALLATION OF EQUIPMENT
A. General
1. Contractor shall have on hand sufficient personnel, proper equipment, and machinery of ample capacity to facilitate the work.
2. Contractor shall be responsible for locating, aligning, and leveling all equipment.
3. Complete manufacturer's installation instructions including permissible tolerances shall be furnished with each unit of equipment.
4. All equipment shall be installed in accordance with the approved manufacturer's specifications, drawings, and tolerances under the direct supervision of the required manufacturer's engineer.
5. Equipment shall be erected in a neat and workman-like manner on the foundations at the locations and elevations shown on the drawings unless directed otherwise by the
Engineer during installation.
B. Installation
1. Special care shall be used in locating, aligning and, leveling all equipment and parts thereof to insure that each item is in the proper position relative to other equipment and that all parts are aligned within allowable tolerances. The Contractor shall be responsible for this accuracy and shall notify the Engineer of any conditions in prior work which would prevent this alignment before proceeding with the work. The
Contractor shall employ a competent surveyor to set all lines and levels of equipment to the accuracy required.
01600 / 6 ANNEX BUILDING DEMOLITION
2. All blocking and wedging required for the proper support and leveling of equipment during installation shall be furnished by the Contractor. All temporary supports shall be removed except steel wedges and bronze shims which may be left in place with the approval of the Engineer.
3. Each piece of equipment or supporting base bearing on concrete foundations shall be bedded in grout. The Contractor shall provide a minimum of 1-1/2" thick grouting or as indicated on Contract Drawings.
1.10 DAMAGE DURING TESTS AND INSTRUCTION PERIODS
A. Contractor shall be fully responsible for the proper operation of equipment during tests and instruction periods and he shall neither have nor make any claim for damage which may occur to equipment prior to the time when the Owner formally takes over the operation thereof.
PART 2 PRODUCTS
Not Used.
PART 3 EXECUTION
OAKLAND UNIVERSITY CONTRACT CLOSEOUT
ANNEX BUILDING DEMOLITION 01700 / 1
SECTION 01700
CONTRACT CLOSEOUT
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Closeout procedures.
B. Final cleaning.
C. Adjusting.
D. Project record documents.
E. Equipment startup services.
F. Substantial completion.
G. Warranties.
1.2 RELATED SECTIONS
A. Section 01300 - Submittals.
1.3 SUBMITTALS
A. As-Built Drawings
B. Final Change Order
C. Final Application for Payment, including
1. Waiver of Liens
2. Contractor’s Affidavit
3. Contractors Declaration
4. Release of Surety
D. Manufacturers extended warranties, with the date of Substantial Completion and warranty end date identified
E. Occupancy Permit (when required)
F. Confirmation that all submittals were approved, and that no outstanding re-submittals are required
G. Satisfactory evidence that all claims have been resolved
CONTRACT CLOSEOUT OAKLAND UNIVERSITY
01700 / 2 ANNEX BUILDING DEMOLITION
1.4 CLOSEOUT PROCEDURES
A. Submit written certification that Contract Documents have been reviewed, Work has been inspected, and that Work is complete in accordance with Contract Documents and ready for
Engineer's review.
B. Provide submittals to Engineer that are required by governing or other authorities.
C. Submit final Application for Payment identifying total adjusted Contract Sum, previous payments, and sum remaining due.
D. Submit As-Built drawings to Engineer for scanning. Engineer to provide project AutoCAD
Record Drawings
1.5 FINAL CLEANING
A. Complete final cleaning and restoration prior to final project inspection.
B. Remove all temporary labels, stains and foreign substances. Wash or clean by approved methods all surfaces on which dust and dirt has collected.
C. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the surface and material being cleaned.
D. Clean debris from drainage systems.
E. Clean site; sweep paved areas, rake clean landscaped surfaces.
F. Remove waste and surplus materials, rubbish, and construction facilities from the site.
G. Restore disturbed area. Lawn area may be seeded unless otherwise noted. Paved area shall be restored to their original condition, compatible with the surrounding area, using like materials and workmanship.
H. Touchup painted surface. Clean and repaint with matching color all scratched, marred or otherwise damaged painted surfaces of all equipment and enclosures.
1.6 ADJUSTING
A. Adjust operating Products and equipment to ensure smooth and unhindered operation.
1.7 PROJECT RECORD DOCUMENTS
A. Maintain on site, one set of the following record documents:
1. Drawings.
2. Specifications.
3. Addenda.
4. Change Orders and other modifications to the Contract.
5. Reviewed Shop Drawings, Product Data, and Samples.
6. Manufacturer's instruction for assembly, installation, and adjusting.
ANNEX BUILDING DEMOLITION 01700 / 3
B. As the work progresses, keep a complete and accurate record of all changes in the Contract
Documents (including Drawings, Shop Drawings, Product Data, and Specifications) indicating the work as actually installed. All changes shall be neatly shown on blueline prints of the drawings effected or in the specifications which shall be kept at the job site for inspection by the Owner and the Engineer.
C. Ensure entries are complete and accurate, enabling future reference by Owner.
D. Store record documents separate from documents used for construction.
E. Record information concurrent with construction progress.
F. Specifications: Legibly mark and record at each Product section description of actual
Products installed, including the following:
1. Manufacturer's name and product model and number.
2. Product substitutions or alternates utilized.
3. Changes made by Addenda, Field Modifications and Change Orders.
G. Record Documents and Shop Drawings: Legibly mark each item to record actual construction including:
1. Measured depths of foundations, slabs, platforms in relation to finish main floor datum.
2. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements.
3. Measured locations of internal utilities, conduits and appurtenances concealed in construction, referenced to visible and accessible features of the Work.
4. Field changes of dimension and detail.
5. Details not on original Contract drawings.
H. On completion of the work, prior to the Contractor's application for final payment and as a condition to its approval by the Engineer and Owner, the Contractor shall arrange such site records in order in accordance with the various sections of the specifications bind them together and index them and deliver them to the Engineer. In addition the Contractor shall request a complete set of reproducible contract Drawings, and transfer all as-built revisions and changes to them and deliver them to the Engineer. These drawings shall be dated and marked "As-Built".
I. All reproducible tracings made by the Contractor, equipment manufacturers, and/or material suppliers shall be corrected to show the work as actually completed or installed and a reproducible copy of these drawings shall then be turned over to the Engineer.
J. Written approval or other evidence satisfactory to the Engineer of the final conditions of the work shall be obtained from:
1. Detroit Edison Company
2. All public authorities or agencies having jurisdiction over any portion of the work
3. Any others as requested by the Engineer in writing.
K. All public authorities or agencies having jurisdiction over any part of the work shall be determined, and all the requirements of these authorities or agencies with respect to but not
01700 / 4 ANNEX BUILDING DEMOLITION
limited to inspection, permits, fees, approval, and the like regardless of whether they are listed above or not shall be met.
L. Submit all documents to Engineer for approval prior to submittal of final Application for
Payment.
1.8 EQUIPMENT START-UP SERVICES
A. Equipment start-up period for the training of plant personnel shall begin after satisfactory completion and acceptance of the field tests and coincidentally with the certified date of substantial completion for that part of the work for which the equipment is included. If the equipment is not covered by a certificate of substantial completion for a part of the work, the period shall begin upon substantial completion of the project.
B. During the equipment start-up period, the Contractor shall furnish at no additional cost to the
Owner the services of factory trained representatives of the equipment manufacturers for the equipment designated in the Specifications to:
1. Assist in the start-up and operations of the equipment.
2. Assist in the training of facility personnel, designated by the Owner, in the proper operation and maintenance of the equipment.
C. The Owner shall:
1. Provide the necessary personnel to be instructed in the operation and maintenance of the equipment. The Owner's personnel shall operate all equipment.
2. Pay for all fuel, power and chemicals consumed beyond quantities specified or in the
Contract Documents or required due to Contractors fault. The Contractor shall pay for fuel, power, and chemicals consumed up to the date of "certified substantial completion" except as otherwise specified herein.
D. Contractor shall be available to promptly repair all work during the start-up period so as to cause minimum disruption to the total facility operation.
E. In the event a system, equipment, or component proves defective or is unable to meet specified performance criteria, the Contractor shall replace the defective item and the one year guarantee period for the item shall start after satisfactory replacement and testing of the item.
1.9 SUBSTANTIAL COMPLETION
A. Substantial Completion is the stage in the progress of the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so the
Owner can occupy and utilize the facilities for its intended use.
B. When the Contractor considers that the Work, or portion thereof which the Owner agrees to accept separately, is substantially complete, the Contractor shall prepare and submit to the
Engineer a comprehensive list of items to be completed or corrected. The Contractor shall proceed promptly to complete and correct items on the list. Failure to include an item on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. Upon receipt of the Contractor's list, the Engineer will make an inspection to determine whether the Work or designated portion thereof is substantially complete. If the Engineers inspection discloses any item, whether or not included on the
ANNEX BUILDING DEMOLITION 01700 / 5
Contractor's list, which is not in accordance with the requirements of the Contract Documents, the Contractor shall complete or correct such item upon notification by the Engineer. The
Contractor shall then submit a request for another inspection by the Engineer to determine
Substantial Completion. When the Work or designated portion thereof is substantially complete, the Engineer will prepare a Certificate of Substantial Completion which shall establish responsibilities of the Owner and Contractor for security, maintenance, heat, utilities, damage to the Work and insurance, and shall fix the time within which the Contractor shall finish all items on the list accompanying the Certificate. Warranties required by the Contract
Documents shall commence on the date of Substantial Completion of the Work or designated portion thereof unless otherwise provided in the Certificate of Substantial Completion. The
Certificate of Substantial Completion shall be submitted to the Owner and Contractor for their written acceptance of responsibilities assigned to them in such Certificate.
1.10 WARRANTIES
A. Provide duplicate copies of all extended warranties.
B. Execute and assemble transferable warranty documents from Subcontractors, suppliers, and manufacturers with a Table of Contents in three D side ring binder with durable plastic cover.
C. Submit warranty documents prior to final Application for Payment.
D. For items of Work delayed beyond date of Substantial Completion, provide updated submittal within 10 days after acceptance, listing date of acceptance as start of warranty period.
E. All parts of the work or equipment which is in the opinion of the Engineer prove defective in material, workmanship, or operation within the warranty period shall be removed and replaced or repaired in a manner satisfactory to the Engineer and at no cost to the Owner.
F. Any service material or equipment required because of the defect shall be supplied without charge.
G. All work specified to be designed by the Contractor shall be guaranteed to perform as specified.
H. The Warranty period shall be one year from the date of Substantial Completion unless:
1. A greater period is specified elsewhere.
2. Owner chooses to take over and use a portion of the Work as provided for in the
Specifications; in which case the warranty shall be one year from said takeover and use.
I. Equipment or work replaced and/or repaired during the warranty period shall be guaranteed for one year from the date of acceptance of the repair or replacement or until expiration of the original warranty period whichever comes later.
01700 / 6 ANNEX BUILDING DEMOLITION
PART 2 PRODUCTS
Not Used.
PART 3 EXECUTION
OAKLAND UNIVERSITY DEMOLITION
ANNEX BUILDING DEMOLITION 02050 / 1
Job No. 20230892 y d e s i g n p r o j e c t d o c s s p e c s d e m o l i t i o n t e m p r d o c x
SECTION 02050 –
DEMOLITION WORK
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Demolition of designated structures and removal of materials from site.
B. Demolition, removal, and disposal off-site of masonry block, concrete and all other debris created by the Work.
C. Demolition removal and disposal of piping, equipment, and wiring unless same is called to be turned over to the Owner, disconnected and left in-place, or left in operation.
D. Disconnecting and capping of identified utilities.
1.2 REGULATORY REQUIREMENTS
A. Conform to all applicable Federal, State, County, and local codes and ordinances for demolition of structures, safety of adjacent structures, dust control, runoff control, disposal, and erosion control.
B. Submit Regulatory Notifications for demolition work to authorities as required to perform the
Work.
C. Obtain required permits from authorities.
D. The cost of all permits shall be included as part of the bid.
E. Notify affected utility companies before starting work and comply with their requirements.
F. Pay all costs incurred with terminating utility services on the site.
G. If a particular utility company requires work to be done by their forces, the cost of this work shall be included in the base bid.
H. Do not close or obstruct public roadways, sidewalks, and hydrants without permits.
1.3 PROJECT CONDITIONS
A. The buildings to be demolished shall be considered turned over to the Contractor who shall assume full responsibility of, and liability for, the premises as though an Owner, immediately upon award of the Contract. The Owner, however, reserves the right to enter the properties for inspection purposes at any time.
DEMOLITION OAKLAND UNIVERSITY
02050 / 2 ANNEX BUILDING DEMOLITION
y d e s i g n p r o j e c t d o c s s p e c s d e m o l i t i o n t e m p r d o
B. Immediately after the contract is awarded, the Contractor will meet with the Owner's Engineer and prepare a schedule setting actual dates for starting and completion of the various parts of the work.
C. The Contractor shall provide all toilet facilities required for the use of his personnel on the site. Any water, compressed air electric power, telephone, or other services required by this
Contractor, will be furnished by him, the cost of which shall be included in his bid.
D. Protection:
1. Perform all demolition and removal work to prevent damage or injury to structures, occupants thereof and adjacent features which might result from falling debris or other causes, and so as not to interfere with the use, and free and safe passage to and from adjacent structures.
2. The Contractor shall provide and install all necessary shoring and bracing required to support walls and other parts of existing buildings during demolition. All Contractor installed fences, barricades, shoring, etc. not essential for the further protection of property or personnel at the completion of the demolition work shall be removed by the Contractor.
3. Closing or obstructing of roadways, sidewalks, and passageways adjacent to the work by the placement or storage of materials will not be permitted, and all operations shall be conducted with a minimum interference to traffic on these ways.
4. Erect and maintain…
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