HCS - Project Manual - 2024 Roofing - 1.12.24.pdf

INVITATION TO BID

2024 ROOFING PROJECTS

Hillsdale Community Schools

Note: Hillsdale Community Schools schools will be soliciting bids for roofing projects throughout the district to be completed before August 15th, 2024. Project plans and details will be provided at the mandatory Pre- Bid meeting scheduled for Tuesday January 23rd, @ 9am. The pre-bid meeting will start at the High School and move to Davis Middle School.

Mandatory Site Meeting: January 23rd, 2024 @ 9am

District Office 30 S. Norwood Ave.

Hillsdale, MI 49242 Contact: Jeremy LaFollette

(517) 437-4401

Bids Due: February 6th, 2024 @ 1pm

District Office 30 S. Norwood Ave.

Hillsdale, MI 49242

HILLSDALE COMMUNITY SCHOOLS PROPOSAL FORM

STANDARD SPECIFICATIONS 00 41 00

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SECTION 00 41 00

PROPOSAL FORM

1.1 PROPOSAL DUE

A. February 6th, 2024 @ 1. P.M. Local Time.

1.2 PROPOSAL

A. The GENERAL CONTRACTOR PROPOSAL shall include and cover ALL CONSTRUCTION TRADES, including but not limited to roofing contractor trades, as well as being responsible for all coordination between trades.

B. COMPANY

1. Please indicate Company name above.

C. TO: Hillsdale Community Schools District Office, 30 S. Norwood Ave., Hillsdale, MI 49242 D. ATTN: Jeremy LaFollette E. The undersigned represents that they have:

1. Familiarized themselves with the local conditions affecting the cost of the work and with the Contract Documents, including Instructions to Bidders; Proposal Section; General, Supplementary and Special Conditions; etc., Drawings, Specifications and any Addenda issue, and hereby proposes to perform everything required to provide and furnish all labor, materials, necessary tools, expendable equipment, and all utility and transportation services, etc., necessary to perform and complete in a workmanlike manner all of the Work required for the construction in accordance with the Contract Documents as prepared, including Addenda No’s ___________________.

2. Included with this proposal a Bid Bond, Certified or Cashier’s Check in the amount of five

(5) percent or dollars ($ ).

3. Reviewed the Work fully understands the scope of the work required by interfacing Sub- Contractors as well as that required by the General Contractor, all of which is covered in this Proposal.

4. Agreed that their proposal, if accepted by the Owner, will be the basis for a contract directly with the Owner and to enter into such contract in accordance with the Intent of the Contract Documents.

1.3 BASE BID – HIGH SCHOOL

A. The work described and specified shall be performed for the following Lump Sum, such amount constituting the Base Bid:

1. dollars ($ ) (amount of bid)

1.4 BASE BID – DAVIS MIDDLE SCHOOL

A. The work described and specified shall be performed for the following Lump Sum, such amount constituting the Base Bid:

1. dollars ($ ) (amount of bid)

1.5 PLM BOND

A. The cost for the Performance Bond and Labor and Material Payment Bond for the Base Bid Work shall be included in the base bid.

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1.6 UNIT PRICES

A. Please provide unit prices for installing additional material after bids have been accepted. These unit prices should be utilized in quotations for any requested additional work or change orders.

1. Wet Insulation Removal & Replacement: $ /SF

2. Drain Replacement: $ /Unit

3. Deck Repair: $ /SF

4. Nailer Remove & Replace: $ /LNFT

1.7 CHANGE ORDER MARK-UP

A. The General Contractor will supervise all sub-contractor Change Orders for a fee of 10% of cost change, which shall include all supervision, labor, general conditions and overhead and fee.

1.8 AGREEMENT

A. In submitting this bid, it is understood that the right is reserved by the Owner to reject any or all bids. It is agreed that this bid is binding for a period of sixty (60) days from the opening thereof.

1. Date

2. COMPANY NAME

3. ADDRESS

4. PHONE

5. (Signature) (Type or Print)

6. TITLE

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AFFIDAVIT OF BIDDER

The undersigned, the owner or authorized officer of (the “Bidder”), pursuant to the familial disclosure requirement provided in the (the “School

District”) advertisement for construction bids, hereby represent and warrant, except as provided below, that no familial relationships exist between the owner(s) or any employee of and any member of the Board of Education of the School District or the Superintendent of the School District.

List any Familial Relationships:

BIDDER:

By:

Its:

STATE OF MICHIGAN )

) ss.

COUNTY OF )

This instrument was acknowledged before me on the day of , by

, Notary Public

County, Michigan

My Commission Expires:

Acting in the County of:

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AFFIDAVIT OF COMPLIANCE – IRAN ECONOMIC SANCTIONS ACT

Michigan Public Act No. 517 of 2012 The undersigned, the owner or authorized officer of (the “Bidder”), pursuant to the compliance certification requirement provided in the

(the “School District”) Request For Proposals For (the project) hereby certifies, represents and warrants that the Bidder (including its officers, directors and employees) is not an

“Iran linked business” within the meaning of the Iran Economic Sanctions Act, Michigan Public Act No. 517 of 2012 (the “Act”), and that in the event Bidder is awarded a contract / purchase order as a result of the aforementioned

Request For Proposal, the Bidder will not become an “Iran linked business” at any time during the course of performing the Work or any services under the contract.

The Bidder further acknowledges that any person who is found to have submitted a false certification is responsible for a civil penalty of not more than $250,000.00 or 2 times the amount of the contract/purchase order or proposed contract for which the false certification was made, whichever is greater, the cost of the School District’s investigation, and reasonable attorney fees, in addition to the fine. Moreover, any person who submitted a false certification shall be ineligible to bid on a request for proposal for three (3) years from the date it is determined that the person has submitted the false certification.

BIDDER:

By:

Its:

Date:

STATE OF )

)ss.

COUNTY OF )

This instrument was acknowledged before me on the day of , , by .

, Notary Public

County, Michigan

My Commission Expires:

Acting in the County of:

END OF SECTION

HILLSDALE COMMUNITY SCHOOLS TABLE OF CONTENTS SPECIFICATIONS GROUP

STANDARD SPECIFICATIONS

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TABLE OF CONTENTS

SPECIFICATIONS GROUP

HILLSDALE COMMUNITY SCHOOLS

SPECIFICATIONS GROUP

GENERAL REQUIREMENTS SUBGROUP

DIVISION 01 - GENERAL REQUIREMENTS PAGES

01 11 00 Summary of Work – High School 2 01 11 00 Summary of Work – Davis Middle School 3 01 32 17 Construction Schedule 2 01 33 00 Submittals and Substitutions 4 01 50 00 Construction Facilities and Temporary Controls 2 01 66 00 Storage and Protection 1 01 71 00 Cleaning 2 01 73 29 Cutting and Patching 2 01 77 00 Closeout Procedures 3

SPECIFICATION GROUP

FACILITY CONSTRUCTION SUBGROUP

DIVISION 02 - EXISTING CONDITIONS

02 41 16 Demolition 4

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 Rough Carpentry 5

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 00 Building Insulation 3 07 52 00 Modified Bituminous Membrane Roofing 12 07 56 00 Fluid Applied Roofing Restoration 13 07 62 00 Sheet Metal Flashing and Trim 11 07 92 00 Joint Sealants 3

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 94 00 Turf and Grasses 5

HILLSDALE COMMUNITY SCHOOLS SUMMARY OF WORK

STANDARD SPECIFICATIONS 01 11 00

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SECTION 01 11 00

SUMMARY OF WORK

PART 1 -GENERAL

1.01 WORK REQUIRED BY CONTRACT DOCUMENTS

A. The work of this project consists of, but is not limited to the Scope of Work listed below. This scope is preliminary and for information purposes only. It is the responsibility of the contractor to perform all work as shown, specified and required based upon the contract documents (drawings, specifications, addenda, etc.)

B. Sawtooth EPDM Roof Sections

1. Make any necessary repairs, including removal of any wet insulation and roofing materials and replace with like materials.

2. Install new roof suppers, scupper box and downspout in all valleys per the roof drawings.

3. Allow repairs to cure completely.

4. Carefully power wash all roof surfaces with greater than 2,000 psi pressure to remove debris, rust, scale, dirt, dust, chalking, peeling or flaking coatings, etc. Do not force water into the roof system or damage roof surfaces.

5. Wearing personal protective clothing and equipment, treat areas of algae, mildew or fungus with a solution of three quarts of warm water and TSP or Simple Green Solution.

6. Rinse at least twice to be sure all cleaning agents or contaminants are

7. completely removed to prevent adhesion issues.

8. If the roof surface becomes contaminated with dirt, dust or other particles at any time during the application of the LiquiTec system, cleaning measures must be taken to restore the surface to a suitable condition.

9. Apply LiquiTec Base Coat at 3 gal./ sq. and embed Grip Polyester Firm Scrim in base coat.

Scrim should be fully embedded.

10. Allow to cure thoroughly. (24 hours)

11. Prior to field coating application, the local Garland Representative needs to complete n inspection of all treated seams and details.

12. After base coat and scrim are installed, apply a top coating of LiquiTec Top Coat in a uniform manner at minimum application rate of 2 gal./ 100 SF over the entire roof surface, including all flashings.

C. The work of this Contract shall be performed in Work Segments as indicated on Drawings coordinating will all workers involved in the performance of the Work required by every Work Segment and to ensure that all trades are fully aware of the Project Segment Requirements.

D. Work under this contract as described per these specifications.

1.02 LOCATION OF SITE

A. Hillsdale Community High School

1.03 WORK UNDER OTHER CONTRACT

HILLSDALE COMMUNITY SCHOOLS SUMMARY OF WORK

STANDARD SPECIFICATIONS 01 11 00

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A. Separate contracts may be issued by the District. Reference General Conditions, Article 10 for further information.

1.04 WORK SEQUENCE AND LIQUIDATED DAMAGES

A. Reference:

1. Progress Schedule; General Conditions, Article 7.3.

A. Time limit(s) for Completion of work:

1. General

a. The work shall commence as soon as weather conditions allow and must be completed by August 15th, 2024.

b. Liquidated damages will be assessed from the Contractor at a rate Five Hundred dollars, $200 per day.

c. Contractor shall anticipate and include in his bid costs, that construction operations will proceed during the construction time stated in the Contract Documents. If the Contractor chooses to schedule or to accomplish the work in less than the Contract Time, it shall be at his own option and risk; and shall be fully coordinated with the Project Manager, and all other Contractors; and shall not establish a cause for any claim for delay, extended overhead, damages, or additional compensation of any kind against the District, Owners Representative, or Project Manager for any reason.

d. Asbestos and Lead Abatement will be performed as required. Reference Specification for Asbestos and Lead Abatement.

1.05 RELATED WORK BY DISTRICT AND CONTRACTOR RESPONSIBILTY

A. General: All such work indicated in the Contract Documents and/or specified herein.

B. Contractor responsibilities:

1. Inspect delivered products; report damaged or defective items.

2. Unload, handle at site, including uncrating and storage.

3. Providing sanitary facilities.

4. Providing storage container for materials to protect from exposure to elements or damage.

Location to be determined.

5. Repair or replace items damaged as result of Contractor’s operations.

6. Provide guarantees and warranties for both materials and labor.

1.08. WORK BY OTHERS

A. Separate Contract(s): Under separate contracts, construction of buildings and site improvements will be concurrently in progress on the site. All contractors shall cooperate and coordinate their sequence of work for proper interface and time completion of the work.

1.09. TIME OF WORK

A. Contractor is allowed to work from 7am to 7pm Sunday-Sunday. Weekend work and holidays may be allowed by obtaining prior written approval from the Project Manager. Scope of work needs to be verified with the school as to limit disruption during school hours when school is in session.

1.10. OCCUPANCY

A. Full Owner Occupancy: The Owner will occupy the site and existing buildings during the entire construction period. The Contractor shall coordinate and cooperate with the Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with the Owner’s operations.

HILLSDALE COMMUNITY SCHOOLS SUMMARY OF WORK – DAVIS MIDDLE SCHOOL

STANDARD SPECIFICATIONS 01 11 01

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SECTION 01 11 01

SUMMARY OF WORK – DAVIS MIDDLE SCHOOL

PART 1 -GENERAL

1.01 WORK REQUIRED BY CONTRACT DOCUMENTS

A. The work of this project consists of, but is not limited to the Scope of Work listed below. This scope is preliminary and for information purposes only. It is the responsibility of the contractor to perform all work as shown, specified and required based upon the contract documents (drawings, specifications, addenda, etc.)

B. SBS Modified 2-Ply Roofing System System - Retrofit

1. Wet vacuum the roof clear of loose gravel and debris.

2. Make any necessary repairs, including removal of any wet insulation and roofing materials and replace with like materials.

3. Allow repairs to cure completely.

4. Fully adhere 1/2” dens deck primed over existing roofing system per manufacturer’s guidelines.

5. Install cants/ saddles at the base of penetration flashings.

6. Install an SBS Modified Base sheet using Type III hot asphalt at a minimum of 25 lbs per square per manufactures guidelines.

7. Install a top ply of SBS Modified Mineral modified bitumen membrane using Type III hot asphalt at a minimum of 25 lbs per square per manufactures guidelines.

8. Install all new perimeter and projection flashings.

9. Any flashing that is terminated prior to passing over the top edge of the perimeter wall or penetration is to receive a termination bar, green-lock structural adhesive along the top edge and a counter-flashing detail per provided detail drawing. Termination bar and caulking should be installed on a daily basis.

10. Three course all flashing vertical seams with a three course of 6" Gar-Mesh and Flashing Bond.

11. Replace all damaged wood nailers and wood fascia at a unit cost per linear foot. Install additional wood nailers and wood fascia to match the additional height of the new insulation. All wood nailers and wood fascia should be covered by the modified membrane and the specified metal detail. Use compatible contractor provided screws and/or Ring Shank nails when installing the wood. Install two fasteners (pair them up) and install pairs every 16” with staggers. When using treated wood, all fasteners will comply with ASTM A153 by using type 304 or Type 316 stainless-steel fasteners and connectors for corrosion resistance.

12. Raise all roof penetrations to a minimum 8” flashing height. The roofing contractor is responsible for connecting and disconnecting all associated equipment. Any roof curbs or duct work currently being supported by wood blocking shall be replaced with deck mounted steel curbs. All wood nailers that are visible from the inside of the facility must match the décor of the surrounding interior.

13. Install new ANSI-SPRI ES1 rated edge metal and surface-mounted counter-flashings.

14. Power-wash all construction debris and dripped asphalt off exterior walls and ground prior to leaving work site.

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15. After 14 calendar days of curing install Garla-Brite aluminized coating to all exposed membrane at a rate of .5 gal/sq.

C. Clean up all debris and damage done to grounds, building and roof top (if any). Plant new grass seed if necessary. Netting must be installed to hold the new grass seed and straw in place.

Plywood should be laid under the dumpster and where any heavy machinery will be driven to prevent deep ruts from forming.

D. All existing ladders, walkways, walls, etc.., must be protected so that these areas are not marked up from material spills or tracking of materials by walking. Contractor is responsible for properly protecting the parking lot, sidewalks, concrete, asphalt, etc.., from damage. Contractor to cover the areas with plywood or whatever material they deem necessary for proper protection. Any damage done to these areas will be repaired by the contractor using “like” material.

1.02 LOCATION OF SITE

A. Davis Middle School

1.03 WORK UNDER OTHER CONTRACT

A. Separate contracts may be issued by the District. Reference General Conditions, Article 10 for further information.

1.04 WORK SEQUENCE AND LIQUIDATED DAMAGES

A. Reference:

1. Time for Completion and Liquidated Damages; General Conditions, Article 7.5.

2. Progress Schedule; General Conditions, Article 7.3.

3. Supplementary Conditions, Article 1.01, 1.02.

A. Time limit(s) for Completion of work:

1. General

a. The work shall commence as soon as weather conditions allow and must be completed by the end of June in the year 2024.

b. Liquidated damages will be assessed from the Contractor at a rate Five Hundred dollars, $500 per day.

c. Contractor shall anticipate and include in his bid costs, that construction operations will proceed during the construction time stated in the Contract Documents. If the Contractor chooses to schedule or to accomplish the work in less than the Contract Time, it shall be at his own option and risk; and shall be fully coordinated with the Project Manager, and all other Contractors; and shall not establish a cause for any claim for delay, extended overhead, damages, or additional compensation of any kind against the District, Owners Representative, or Project Manager for any reason.

d. Asbestos and Lead Abatement will be performed as required. Reference Specification for Asbestos and Lead Abatement.

1.05 RELATED WORK BY DISTRICT AND CONTRACTOR RESPONSIBILTY

A. General: All such work indicated in the Contract Documents and/or specified herein.

B. Contractor responsibilities:

1. Inspect delivered products; report damaged or defective items.

2. Unload, handle at site, including uncrating and storage.

3. Providing sanitary facilities.

4. Providing storage container for materials to protect from exposure to elements or damage.

Location to be determined.

5. Repair or replace items damaged as result of Contractor’s operations.

6. Provide guarantees and warranties for both materials and labor.

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1.08. WORK BY OTHERS

A. Separate Contract(s): Under separate contracts, construction of buildings and site improvements will be concurrently in progress on the site. All contractors shall cooperate and coordinate their sequence of work for proper interface and time completion of the work.

1.09. TIME OF WORK

A. Contractor is allowed to work from 7am to 7pm Sunday-Sunday. Weekend work and holidays may be allowed by obtaining prior written approval from the Project Manager. Scope of work needs to be verified with the school as to limit disruption during school hours.

1.10. OCCUPANCY

A. Full Owner Occupancy: The Owner will occupy the site and existing buildings during the entire construction period. The Contractor shall coordinate and cooperate with the Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with the Owner’s operations.

HILLSDALE COMMUNITY SCHOOLS CONSTRUCTION SCHEDULE

STANDARD SPECIFICATIONS 01 32 17

SECTION 01 32 17

CONSTRUCTION SCHEDULE

PART 1 – GENERAL

1.01 DESCRIPTION

A. Work included: To assure adequate planning and execution of the work so that the work is completed within the number of calendar days allowed in the Contract, and to assist the Owners Representative in appraising the reasonable ness of the proposed schedule and in evaluation progress of the work, prepare and maintain the schedules and reports described in this section. Refer also to the General Conditions, Article 3. In the event of conflict between this section and Article 3, GC, Article 3 shall govern.

B. Definition: “Day” used throughout the Contract, unless otherwise stated, means “consecutive calendar day”.

1.02 QUALITY ASSURANCE

A. Qualifications of scheduling personnel: Employ a scheduler who is thoroughly trained and experienced in compiling construction schedule data, in analyzing by use of “Cost-loaded Primavera Critical Path Method", and in preparation and issue of periodic reports as required below. Refer to Article 3 of Bid General Conditions.

1. Submit computer program schedule(s) as acceptable by the District.

B. Reliance upon approved schedule:

1. The construction schedule as approved by the District will be an integral part of the Contract and will establish interim Contract completion dates for the various activities.

2. Should any activity not be completed within 15 days after the stated scheduled date, the District shall have the right to order the Contractor to expedite completion of the activity by whatever means the District deems appropriate and necessary, without additional compensation to the Contractor.

3. Should any activity be 30 or more days behind schedule, the Owners Representative or District shall have the right to perform the activity or have the activity performed by whatever method the District deems appropriate.

4. Costs incurred by the Owners Representative in connection with expediting construction activity under this Article shall be reimbursed to the District by the Contractor. The District shall, in turn, reimburse the Owners Representative.

5. It is expressly understood and agreed that failure by the Owners Representative to exercise the option to either order the Contractor to expedite an activity or to expedite the activity by other means shall, not be considered precedent-setting for any other activities.

1.3 SUBMITTALS

A. General: Comply with the provisions of Section 01 33 00.

B. Construction schedule: Within 10 days after receipt of Notice to Proceed, submit one reproducible and four prints of construction schedule prepared in accordance with PART 3 of this section and Article 3 of the Bid General Conditions.

C. Periodic reports: On the first working day of each month following submittal described in Paragraph 1.3 B above, submit four prints of the construction schedule updated as described in PART 3 of this section and Article 3 of the Bid General Conditions.

HILLSDALE COMMUNITY SCHOOLS CONSTRUCTION SCHEDULE

STANDARD SPECIFICATIONS 01 32 17

PART 2 – PRODUCTS

2.01 CONSTRUCTION ANALYSIS

A. Diagram: Graphically show the order and interdependence of all activities necessary to complete the work, and the sequence in which each activity is to be accomplished, as planned by the Contractor and his project field superintendent in coordination with all subcontractors whose work is shown on the diagram. Activities shown on the diagram shall include, but are not necessarily limited to:

1. Project mobilization.

2. Underground work and site preparation.

3. Major activities.

4. Critical material and equipment.

5. Critical Path including Float time, when applicable.

6. Delivery Dates.

7. Final cleanup.

8. Final inspection and testing.

B. As a condition for submitting a bid for this project, the Contractor shall present a schedule using the entire time as referenced in the Special Conditions. In the event that the Contractor’s analysis shows a completion date prior to the time allotted in the aforementioned Section (Schedule), the Contractor shall show the “float” time at the end of the schedule.

The District and the Contractor co-own the “float”. Refer to Article 3 of the Bid General Conditions for more instruction on this critical point.

C. Data processing: Process the data by computer-aided methods (Cost-loaded

Primavera per General Conditions, Article 3) to a degree of promptness and accuracy assuring complete display of all pertinent and current information at date of each periodic report.

D. Distribute an updated and revised schedule as requested by the Owners Representative.

PART 3 – EXECUTION

3.01 CONSTRUCTION SCHEDULE

A. As soon as practicable after receipt of Notice to Proceed, complete, in preliminary form, the construction analysis described in Article 2.1 above. Meet with the Owners Representative and District, review contents or proposed construction schedule, and make all revisions agreed upon. Submit in accordance with Paragraph 1.3 B above.

3.02 PERIODIC REPORTS

A. Construction Schedule: Contents:

1. Report actual progress by updating the schedule.

2. Note or clearly show on a revised issue of affected portions of the schedule all revisions causing changes.

3. Show activities or portions of activities completed during the reporting period.

4. It the work is behind schedule, also report progress along other paths with negative slack.

5. Include a narrative report that shows, but is not necessarily limited to

a. A description of the problem areas, current and anticipated.

b. Delaying factors and their impact.

c. An explanation of corrective actions taken or proposed.

B. Show the date of latest revision. Submit in accordance with the provisions of Paragraph 1.3B above.

C. Make only those revisions to approved construction schedule as are approved in advance by the Owners

Representative.

HILLSDALE COMMUNITY SCHOOLS SUBMITTALS AND SUBSTITUTIONS

STANDARD SPECIFICATIONS 01 33 00

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SECTION 01 33 00

SUBMITTALS AND SUBSTITUTIONS

1.1 DESCRIPTION

A. Work included:

1. Wherever possible throughout the Contract Documents, the maximum acceptable quality of workmanship and materials has been defined by manufacturer’s name and catalog number, reference to recognized industry and government standards, or description of required attributes and performance.

2. To ensure that the specified products are furnished and installed in accordance with design intent, procedures have been established for advance submittal of design data and for their review by the Owners Representative.

3. Make all submittals required by the Contract Documents and revise and re-submit as necessary to establish compliance with the specified requirements.

B. Related work described elsewhere: Individual requirements for submittals are described in pertinent sections of these Specifications. Refer also to General Conditions, Article 11. Substitutions.

1.2 QUALITY ASSURANCE

A. Coordination of submittals: Prior to each submittal, carefully review and coordinate all aspects of each item being submitted and verify that each item and the submittal for it conforms in all respects with the requirements of the Contract Documents. By affixing the Contractor’s signature to each submittal, certify that this coordination has been performed.

B. Certificates of compliance:

1. Certify that all materials used in the work comply with all specified provisions thereof.

Certification shall not be construed as relieving the Contractor from furnishing satisfactory materials if, after tests are performed on selected samples, the material is found to not meet specified requirement.

2. Show on each certification the name and location of the Work, name and address of Contractor, quantity and date or dates of shipment or delivery to which the certificate applies, and name of the manufacturing or fabricating company. Certification shall be in the form of letter or company-standard forms containing all required data. Certificates shall be signed by an officer of the manufacturing or fabricating company.

3. In addition to the above information, all laboratory test reports submitted with certificates of compliance shall show the date or dates of testing, the specified requirements for which testing was performed, and results of the test or tests.

1.3 SUBMITTALS

A. Certificates of Compliance: Upon completion of the work, and as a condition of its acceptance, submit to the Owners Representative all certificates of compliance.

B. Procedures: Make submittals in strict accordance with provisions of this section.

C. \Submittal Schedule: Pursuant to Article 3 of the General Conditions, provide a submittal schedule as outlined. Provide updated copies of the schedule, including status of all submittals, at the project meetings.

D. Provide digital copies of submittal.

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2.1 SHOP DRAWINGS AND COORDINATION DRAWINGS

A. Shop drawings:

1. Scale and measurements: Make all shop drawings accurately to a scale sufficiently large to show all pertinent aspects of the item and its method of connection to the work. Specifically call to the Owners Representative’s attention any deviation from the Contract requirements.

2. Copying of the Contract Documents for purposes of revisions or as base sheets for the required submittal is expressly prohibited.

3. Quantities and type of prints required: Submit all shop drawings in the form of one sepia transparency of each sheet plus 3 blue-line or black-line prints of each sheet. Blueprints will not be acceptable. Additionally on a digital DVD containing PDF files.

4. Reproduction of review shop drawings: Printing and distribution of review shop drawings for the Owners Representative’s use will be by the Owners Representative. All review comments of the Owners Representative will be shown on the sepia transparency when it is returned to the Contractor. The Contractor shall make and distribute a minimum of six (6) copies as directed by the Owners Representative.

5. Provide digital copies of shop drawings.

2.2 MANUFACTURERS’ LITERATURE

A. General: Where contents of submitted literature from manufacturers includes data not pertinent to the submittal, clearly indicate which portion of the contents is being submitted for review.

B. Number of copies required: Submit the number of copies required to be returned plus four (4) copies that will be distributed by the Owners Representative.

2.3 SAMPLES

A. Accuracy of samples: Samples shall be of the precise article proposed to be furnished.

B. Number of samples required: Unless otherwise specified, submit all samples in the quantity that is required to be returned plus 2 that will be retained by the Owners Representative.

C. Samples are not required for materials that match those called out by name in the specifications.

2.4 COLORS AND PATTERNS

A. Unless the precise color and pattern is specifically described in the Contract Documents, and whenever a choice of color or pattern is available in a specified product, submit accurate color and pattern charts to the Owners Representative for review and selection.

2.5 SUBSTITUTIONS

A. Approval required:

1. The Contract is based on the standards of quality established in the Contract Documents. All substitutions of the specified product(s) shall be submitted 10 days prior to the opening of the bid.

3.1 IDENTIFICATION OF SUBMITTALS

A. General:

1. Forward all submittals to the office of the Project Manager.

2. All shipping charges shall be prepaid.

3. Consecutively number all submittals.

4. Accompany each submittal with a letter of transmittal containing all pertinent information required for identification and checking of submittals, including the following:

a. Project name and location.

b. Subcontractor’s, vendor’s and/or manufacturer’s name and address.

c. Product identification.

d. Drawing title, number, and date: and revision number and date, if applicable.

e. Applicable Contract Drawings’ sheet and detail numbers, along with Specifications’ section number and specific paragraphs.

f. Numbers of applicable reference standards specified (ASTM, FS, etc.) and all other additional data as may be required by the Specifications.

g. State any deviation from Contract documents and Justification therefore.

B. Internal identification: On at least the first page of each copy of each submittal, and elsewhere as required for positive identification, clearly indicate the submittal number in which the item was included.

C. Re-submittals: When material is re-submitted for any reason, transmit under a new letter of transmittal and with a new submittal number and reference to original submittal number.

3.2 COORDINATION OF SUBMITTALS

A. General: Prior to submittal for approval, use all means necessary to fully coordinate all materials including, but not necessarily limited to:

1. Determining and verifying all interface conditions, catalog numbers, and similar data.

2. Coordination with other trades as required.

3. Clearly indicating all deviations from requirements of the Contract Documents.

B. Group of submittals: Unless otherwise specified, make all submittals in groups containing all associated items to ensure that information is available for checking each item when it is received. Partial submittals may be rejected as not complying with the provisions of the Contract Documents and the Contractor shall be strictly liable for all delays so occasioned.

3.3 TIMING OF SUBMITTALS

A. General: Within 35 days after Contract award, Contractor shall submit for Owners Representative’s written approval a list of all items he and his subcontractors propose to use in the work; also the particular brand of any article where more than one is specified as a standard. Make all submittals far enough in advance of scheduled dates for installation to provide all time required for reviews, for securing necessary approvals, for possible revisions and re-submittals, and for placing orders and securing delivery.

B. Review time: In scheduling, allow at least 14 calendar days for review by the District following receipt of the submittal.

C. Delays: Delays caused by tardiness in receipt of submittals will not be an acceptable basis for extension of the Contract completion date.

3.4 OWNERS REPRESENTATIVE’S REVIEW

A. General: Review by the Owners Representative shall not be construed as a complete check, but only that the general method of construction and detailing is satisfactory. Review shall not relieve the Contractor from responsibility for errors that may exist.

B. Authority to proceed: The notations “reviewed”, or “Furnish As Corrected” authorize the Contractor to proceed with fabrication, purchase, or both, of the items so noted, subject to the revisions, if any, required by the Owners Representative’s review comments.

C. Revisions: Make all revisions required by the Owners Representative. If the Contractor considers any required revision to be a change, he shall so notify the Owners Representative as proved for under “Changes and Extra Work” in the General Conditions, Show each drawings revision by number, date, and subject in a revision block on the drawing. Make only those revisions directed or approved by the Owners

3.5 APPROVED SUBMITTALS

A. Materials, fabricated articles and other items to be installed in permanent work shall be those of approved submittals only and shall not be fabricated, delivered or incorporated in the work until submittals are approved as provided herein.

B. Approval or acceptance of items will not preclude rejection of any item upon discovery of defects in them prior to final acceptance of completed work.

C. After an item has been approved, no charge in brand or make will be permitted unless:

1. Satisfactory written evidence is presented to and approved by the Owners Representative that manufacturer cannot make scheduled delivery of approved item; or

2. The item delivered has been rejected and substitution of a suitable item is an urgent necessity;

or other conditions become apparent that indicate approval of such substitute item to be best interest of District.

3.6 CALCULATIONS OR TEST DATA

A. The manufacturer or supplier of certain products will be required to submit substantiating data to show compliance with structural requirements (including seismic) for items in this Specification.

B. All calculations shall be prepared by a structural engineer licensed in California, and all test data shall be by an independent testing lab.

C. Submittals shall be made to Owners Representative, who will review and comment and forward to the

District for final approval.

HILLSDALE COMMUNITY SCHOOLS CONSTRUCTION FACILITIES & TEMPORARY CONTROLS

STANDARD SPECIFICATIONS 01 50 00

SECTION 01 50 00

CONSTRUCTION FACILITIES & TEMPORARY CONTROLS

1.1 REFERENCE

A. Requirements in Addenda, Alternates, Conditions, and Division 1 collectively apply to this work.

B. Refer to SUPPLEMENTARY GENERAL AND SPECIAL CONDITIONS for additional information relative to this Section.

1.2 SITE RESTRICTIONS

A. General: Contractor is advised that the school site will be occupied and that school will remain in session during the term of the contract. Site access is limited. Contractor shall coordinate new work, access, and any site restrictions with District. No workers will be allowed on school site outside work areas and construction barricades, unless specifically authorized and having proper CDOJ clearance.

B. Vehicular Access: When school is in session, vehicular access/movement is not permitted within

30 minutes before school, nor during school lunch hours, recesses or breaks between class periods, nor within 30 minutes after end of school. Contractor to coordinate exact times with Construction Manager or School Principal and schedule his work accordingly. Extra care must be taken by Contractor to insure safety of all students and staff.

C. Noise: When school is in session, jackhammering, demolition, and equivalent noise disruption shall be scheduled to create least disturbance to school. Contractor shall coordinate these activities with school staff and provide notice prior to commencing operations that will create excessive noise. Do NOT jackhammer or create similar noise disruption on “school days” during “normal school hours” unless approved in writing by Construction Manager or School Principal.

1.3 PARKING OF VEHICLES

A. Contractor shall assume all responsibility for job site vehicle parking of his and his subcontractor's vehicles. Parking is limited and shall be approved by the District and the Construction Manager.

B. Contractor shall assume all responsibility for job site vehicle parking of his and his subcontractor's vehicles. Locations of parking shall be as directed by District. On-site parking is limited and shall be only where allowed by District.

1.4 STORAGE AND LAYDOWN AREAS

A. District and Construction Manager will coordinate use of available laydown areas for Contractor(s).

Areas other than those designated by District are NOT to be used by Contractor(s).

B. Turf/Landscaped areas, which are to remain turf/landscaped areas, shall NOT be used for storage or laydown areas.

1.5 SAFETY AND SECURITY

A. Contractor shall provide and maintain at its sole expense, necessary temporary safety barriers surrounding work areas in accordance to California Industrial Safety Code requirements, or as required by School District where District Inspector deems a hazard exists. Contractor is responsible for security of all equipment, material, and completed construction items.

1.6 TEMPORARY CONSTRUCTION, EQUIPMENT AND PROTECTION.

A. Safety: Contractor is responsible for complete safety of site personnel, District personnel, students, and general public at all times in regards to work of this Contract.

B. Access: Contractor shall maintain access to existing buildings and athletic facilities at all times when specifically requested by District. Temporary walkways and/or barricades may be required.

HILLSDALE COMMUNITY SCHOOLS CONSTRUCTION FACILITIES & TEMPORARY CONTROLS

STANDARD SPECIFICATIONS 01 50 00

C. Protection: Contractor must protect all workers and equipment from power lines and maintain safe distances and protective devices as required by Industrial Safety Commission and CAL-OSHA.

D. Temporary Construction and Equipment: All temporary construction and equipment shall conform to all regulations, ordinances, laws and other requirements of State and other authorities having jurisdiction, including insurance companies, with regards to safety precautions, operation and fire hazard.

E. Contractor shall provide, maintain and remove at its sole expense upon completion of Work, all temporary rigging, scaffolding, hoisting equipment, rubbish chutes, ladders, barricades, lights and all other protective structures or devices necessary for safety of workers and public property as required to complete all Work. Contractor shall repair all damage done to existing or new work.

1.7 LANDSCAPING MAINTENANCE & PROTECTION ON EXISTING SITES

A. Contractor shall properly maintain existing turf, trees, plants, and landscaping which are in work areas and are to remain.

B. Contractor shall protect existing turf, plants, trees and landscaping from injury, and afford reasonable access for their maintenance.

C. Contractor shall maintain existing landscape irrigation systems operational in ALL turf and landscaping areas to remain, or provide temporary irrigation. Coordinate any “shut-down” of landscape irrigation (including electrical, plumbing, or any other work) with District and Construction Manager prior to beginning work. Contractor shall replace all damaged or dead landscaping caused by his failure to protect same.

1.8 FIRE SAFETY DURING CONSTRUCTION

A. General: Throughout entire construction period, Contractor shall maintain site and buildings in accordance with Uniform Fire Code (U.F.C.), latest adopted edition, Chapter 33.

B. Access: Fire Department access shall be established and maintained in accordance with

Section 3310 U.F.C.

C. Combustible Debris: Combustible debris shall not be accumulated. Combustible debris, rubbish, waste material and trash shall be removed from buildings as often as practical and shall not be burned on site.

D. Water Supply: Water mains and hydrants shall be operational in accordance with Sections 3312 and 3313 U.F.C.

E. Fire Protection:

1. When building is protected by fire-protection systems, such systems shall be maintained operational at all times during alteration. When alteration requires modification of a portion of a fire-protection system, remainder of system shall be kept in service. When it is necessary to shut down entire system, a fire watch shall be kept on site until system is returned to service.

F. Exits: Required exit components shall be maintained in accordance with Section 3311.2 U.F.C.

G. Fire-Resistive Assemblies and Construction: Fire resistive assemblies and construction shall be maintained in accordance with Sections 703 U.F.C.

H. Fire Safety during Demolition: Demolition of buildings shall be in accordance with U.F.C., Chapter 33.

HILLSDALE COMMUNITY SCHOOLS STORAGE AND PROTECTION

STANDARD SPECIFICATIONS 01 66 00

2024 ROOFING Page 1 of 1

SECTION 01 66 00

STORAGE AND PROTECTION

1.01 SUMMARY

A. Protect products scheduled for use in the Work by means including, but not necessarily limited to, those described in this Section.

B. Related work:

1. Documents affecting work of this Section include, but are not necessarily limited to the General

Conditions and Supplementary Conditions.

2. Additional procedures also may be prescribed in other Sections of these Specifications.

1.02 QUALITY ASSURANCE

A. Include within the Contractor’s quality assurance program such procedures as are required to assure full protection of work and materials.

1.03 MANUFACTURERS’ RECOMMENDATIONS

A. Except as otherwise approved by the District, determine and comply with manufacturers’ recommendations on product handling, storage, and protection.

1.04 PACKAGING

A. Deliver products to the job site in their manufacturer’s original container, with labels intact and legible.

1. Maintain packaged materials with seals unbroken and labels intact until time of use.

2. Promptly remove damaged material and unsuitable items from the job site, and promptly replace with material meeting the specified requirements, at no additional cost to the Owner.

B. The District may reject as non-complying such material and products that do not bear identification satisfactory to the District as to manufacturer, grade, quality, and other pertinent information.

1.05 PROTECTION

A. Protect finished surfaces, including jambs and soffits of openings used as passageways, through which equipment and materials are handled.

B. Provide protection for finished surfaces in traffic areas prior to allowing equipment or materials to be moved over such surfaces.

C. Maintain finished surfaces clean, unmarred, and suitably protected until accepted by the Owner.

1.06 REPAIRS AND REPLACEMENTS

A. In event of damage, promptly make replacements and repairs to the approval of the Owners

Representative and at no additional cost to the Owner.

B. Additional time required to secure replacements and to make repairs will not be considered by the District to justify an extension in the Contract Time of Completion.

HILLSDALE COMMUNITY SCHOOLS CLEANING

STANDARD SPECIFICATIONS 01 71 00

SECTION 01 71 00

CLEANING

PART 1- GENERAL

1.01 DESCRIPTION

A. Work included: Throughout the construction period, maintain the buildings and site in a standard of cleanliness as described in this section, including site, public roadway and existing buildings adjacent to new construction.

B. Related work described elsewhere: In addition to standards described in this section, comply with all requirements for cleaning up as described in various other sections of these Specifications.

1.02 QUALITY ASSURANCE

A. Inspection: Daily, and more often if necessary, conduct inspection to verify that requirements of cleanliness are being met.

B. Codes and standards: In addition to the standards described in this section, comply with all pertinent requirements of governmental agencies having jurisdiction.

PART 2- PRODUCTS

2.01 CLEANING MATERIALS AND EQUIPMENT

A. Provide all required personnel, equipment, and materials needed to maintain the specified standard of cleanliness.

2.02 COMPATIBILITY

A. Use only cleaning materials and equipment that are compatible with the surface being cleaned as recommended by the manufacturer of the material.

PART 3- EXECUTION

3.01 PROGRESS CLEANING

1. Retain all stored items in an orderly arrangement allowing maximum access, not impeding drainage or traffic, and providing the required protection of materials.

2. Do not allow the accumulation of scrap, debris, waste material, and other items not required for construction of this work.

3. At least twice each month and more often if necessary, completely remove all scrap, debris, and waste material from the jobsite.

4. Provide adequate storage for all items awaiting removal from the jobsite, observing all requirements for fire protection and protection of the ecology.

B. Site:

1. Daily, and more often if necessary, inspect the site and pick up all scrap, debris, and waste material. Remove all such items to the place designated for their storage. Broom sweep and hose down all adjacent haul roads and remove all debris daily.

2. Weekly, and more often if necessary, inspect all arrangements of materials stored on the site;

re-stack, tidy, or otherwise service all arrangements to meet the requirements of Paragraph 3.1 A.1 above.

3. Maintain the site in a neat and orderly condition at all times.

HILLSDALE COMMUNITY SCHOOLS CLEANING

STANDARD SPECIFICATIONS 01 71 00

C. Structures:

1. Weekly, and more often if, necessary, inspect the structures and pick up all scrap, debris, and waste material. Remove all such items to the place designated for their storage.

2. Clean interior spaces prior to start of finish painting; continue cleaning on an as-needed basis until painting is finished. Schedule operations so dust and other contaminants will not fall on wet or newly-coated surfaces.

3.2 FINAL CLEANING

A. Definition: Except as otherwise specifically provided, “clean,” for the purpose of this Article, shall be interpreted as meaning the level of cleanliness generally provided by skilled cleaners using commercial quality cleaning maintenance equipment and materials.

B. General: Prior to completion of the work, remove from the jobsite all tools, surplus materials, equipment, buildings, sheds, scrap, debris, and waste. Conduct final progress cleaning as described in Article 3.1 above.

C. Site: Unless otherwise specifically directed by the Owners Representative, broom-clean all paved areas on the site and all public paved areas directly adjacent to the site. Pressure wash paved areas as necessary to completely remove all resultant debris.

D. Landscaped Areas: Prior to completion of the work, rake all planter and landscaped areas clean of scraps, debris, waste, and sandblast residuals. Wash down all trees, shrubs, plants and grass to be free of residual dust and particles.

E. Structures:

1. Exterior: Visually inspect all exterior surfaces and remove all traces of soil, waste material, smudges, labels, and other foreign matter. Remove all traces of splashed materials from adjacent surfaces. Remove all protective materials and residual adhesives utilized in securing protective materials. If necessary to achieve a uniform degree of exterior cleanliness, hose down the exterior of the structure. In the event of stubborn stains not removable with water, the Owners Representative may require light sandblasting or other cleaning at no additional cost to the District.

2. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels, and other foreign materials from sight-exposed interior and exterior surfaces.

3. Wash and shine glazing and mirrors. Polish glossy surfaces to a clear shine. Dust all finish surfaces. Remove all sawdust from interior of all casework. Vacuum all carpeted areas and verify no damage or stains. Wax all resilient flooring to a high gloss finish.

4. Timing: Schedule final cleaning as approved by Project Manager to enable the District to accept completely clean project.

3.3 CLEANING DURING DISTRICT’S OCCUPANCY

A. The District is occupying certain areas of the work . Responsibilities for interim and final cleaning of the occupied spaces shall be as determined by the Owners Representative or Construction Manager in accordance with the General Conditions of the Contract.

HILLSDALE COMMUNITY SCHOOLS CUTTING AND PATCHING

STANDARD SPECIFICATIONS 01 73 29

SECTION 01 73 29

CUTTING AND PATCHING

A. This Section establishes general requirements pertaining to cutting (including excavating), fitting, and…