A04_SOW.pdf

MINNESOTA VALLEY

NATIONAL WILDLIFE REFUGE

3815 American Blvd. East Bloomington, MN 55425

VISITOR CENTER RESIDING AND

PAINTING

Infrastructure Management Division

Minnesota Valley NWR Paint and Siding Project 000110 - 1 Table of Contents

SECTION 000110

TABLE OF CONTENTS

PROCUREMENT AND CONTRACTING REQUIREMENTS

1.01 DIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS

A. 000110 - Table of Contents

SPECIFICATIONS

2.01 DIVISION 01 -- GENERAL REQUIREMENTS

A. 011000 - Summary of the Work B. 012900 - Payment Procedures C. 013000 - Submittals D. 013100 - Project Coordination E. 013200 - Construction Progress Documentation F. 014000 - Quality Requirements G. 017000 - Project Closeout

2.02 DIVISION 02 -- EXISTING CONDITIONS

A. 024100 - Demolition

2.03 DIVISION 07 -- THERMAL AND MOISTURE PROTECTION

A. 072100 - Thermal Insulation B. 072500 - Weather Barriers C. 074213 - Metal Wall Panels D. 074646 - Fiber-Cement Siding E. 076200 - Sheet Metal Flashing and Trim F. 079200 - Joint Sealants

2.04 DIVISION 09 -- FINISHES

A. 099113 - Exterior Painting

Siding Project 011000 - 1 SUMMARY OF THE WORK

SECTION 011000

SUMMARY OF THE WORK

PART 1 - GENERAL

1.01 PROJECT TITLE: MINNESOTA VALLEY NATIONAL WILDLIFE REFUGE RESIDING AND

PAINTING PROJECT

1.02 WORK UNDER THESE SPECIFICATIONS

A. The Contractor shall furnish all materials, labor, equipment, and superintendence for the work described below and within the construction documents. The work includes but is not limited to;

project mobilization and demobilization, project management and oversite, demolition and construction of items described below, quality control, cleanup, and removal of all debris and waste generated during performance of the work.

B. Base Bid: Minnesota Valley National Wildlife Refuge Residing and Painting

1. Siding: The work includes removal of all existing vertical wood wall siding from the Visitor

Center in Area A and the wood cedar shake siding from Area B. Demolition in Area A and Area B will also include removal of 1/2" plywood sheathing, vapor barriers, metal furing strips and any damaged insulation. Area B will also include removal of insulation, vapor barriers, and 1/2" plywood sheathing behind existing masonry areas. After all existing materials are removed replace with with new insulation, 1/2" plywood sheathing, building wrap and metal furing strips. Area A will have new vertical metal siding installed to match existing metal panels on the South and West side of the building. Area B will have new fiber cement "Hardie Board" siding installed and painted. New trim shall be installed around all windows and the building's existing soffit and fascia shall remain in place.

2. Note: In Area A the Minnesota Valley National Wildlife Refuge signage needs to be removed and stored safely while residing work is occuring and then reinstalled once residing is complete.

3. Painting: Work includes removing existing paint from exterior stucco siding, selected doors and their frames, and painted steel channels above doors. Once paint is removed then areas shall be primed and painted with colors selected by the Government. All painted areas shall also be given an exterior finish.

C. Bid Additive #1: Area B Vertical Metal Siding Installation

1. All work previsously stated for Area B shall be the same except that the siding will be vertcal metal siding instead of the fiber cement siding "Hardie Board". Also instead of paint the Government shall select color from manufacturer's expanded color range.

D. All work items that are not specifically called out are considered incidental and no direct compensation will be provided. This work shall be performed on a firm fixed price lump sum basis.

1.03 LOCATION AND INSPECTION OF SITE

A. The work site is located at the Minnesota Valley National Wildlife Refuge in Bloomington, MN.

See cover sheet for project location. The address for the Refuge Visitor Center is: 3815 American Blvd E, Bloomington, MN 55425. The Refuge Manager may be contacted for further information concerning the project location by telephone at (906) 630-2015.

1. The project site is available for inspection Monday through Friday: 8:00 AM to 4:00 PM

EST except Federal Holidays.

B. All prospective bidders, contractors, subcontractors, and related persons are encouraged to visit the site of the proposed Work and to assess the location and extent of the Work prior to submitting bids/quotes. Persons may inspect the site by contacting the Refuge Manager for an appointment.

1.04 DRAWINGS AND SPECIFICATIONS FOR CONSTRUCTION

A. The successful bidder will be provided, upon request, one digital copy of the construction drawings and specifications in .pdf format via email. These files will be provided at no additional cost to the successful bidder.

Siding Project 011000 - 2 SUMMARY OF THE WORK

1. Government's Digital Data Files: Electronic digital data files of the Contract Drawings will not be provided by the Government for Contractor's use in preparing submittals.

B. Construction drawings are drawn on a 22” x 34” standard “D” size sheet at 100%. When plotting drawings at different percentages bar scales on drawings shall be used for measuring.

C. Exact location of all affected utilities will be the responsibility of the contractor. Drawings may not completely show all utilities. Site verification is required in addition to contacting any local authorities and utility companies to determine exact locations of utilities.

1.05 WORK NOT INCLUDED IN THIS CONTRACT

A. All items indicated “NIC” on the drawings or in the specifications are items not included in this contract.

B. Work to be performed under other contracts and not included as a part of this contract is generally shown as “By Others” on the Contract Documents.

1.06 ITEMS PROVIDED BY THE GOVERNMENT

A. Work to be accomplished by the Government or manufactured items to be provided by the Government are generally shown as “By Government” on the Contract Documents.

1.07 TEMPORARY FACILITIES

A. Maintain and restore all government roads, service areas, landscaping, and utilities used to pre-construction condition.

B. Temporary Toilet Facilities: Contractor shall provide, pay for, and maintain, at a minimum, one temporary toilet facility and enclosure for the duration of the project. Provide at time of project mobilization. Maintain daily in clean and sanitary conditions.

1.08 SITE ACCESS AND RIGHT OF WAY

A. The construction access limits on Government property will be established by the Government and provided to the Contractor at the preconstruction meeting. The Contractor shall be responsible for complying with these limits and governing all work accordingly.

B. Provide and maintain access to fire hydrants, free of obstructions.

C. The Contractor is reminded all materials, items, and equipment stored on Government property for the duration of the work is at the Contractors own risk. The Government is not responsible for lost, stolen, or damaged property.

D. All bidders are reminded that they are responsible for contacting the local entity such as township, county, or state having jurisdiction in the project vicinity to insure bidders are aware of any requirements of the local entity. These requirements are between the entity and the bidder. Load limits and other restrictions shall be obeyed.

E. Work scheduled on Saturdays, Sundays, Federal Holidays or other than normal working hours shall be approved in advance by the Government Contracting Officer.

1.09 SAFETY - IN ADDITION TO FAR 52.236-13 ACCIDENT PREVENTION

A. The Contractor shall fill out and submit the “Preconstruction Safety Checklist” to the

Government Contracting Officer prior to beginning construction. A copy of this document is included in the specifications.

B. The Contractor shall designate a safety officer to ensure a safe work site. The safety officer shall perform daily work site inspections to assure compliance with all safety regulations and standards.

C. The Contractor’s Safety Plan shall be available on-site. The Contractor shall provide Safety Data Sheets (SDS) for all hazardous materials brought on-site. SDS shall be made available in a conspicuous location.

D. All equipment and work activities shall comply with OSHA Regulations and all accidents incidental to work performed under this contract shall be reported in accordance with OSHA

Siding Project 011000 - 3 SUMMARY OF THE WORK reporting requirements. Additionally a copy of the accident report shall be provided to the Government Contracting Officer.

E. The Contractor shall provide and install barricades, signs, or other warning devices to delineate the construction area.

F. Provide at least one non-freezing type fire extinguisher of the appropriate class for each group of workers performing flammable procedures on the construction site.

G. Provide and maintain on the construction site a basic first aid kit for the workers to use.

1. Provide first aid supply commensurate with size of project with items necessary for first aid treatment of all injuries. The first aid kit shall include items identified on SDS (see paragraph C of this section) in applicable locations.

2. Advise all workers of the location of first aid supplies.

3. Post telephone numbers of nearest hospital or ambulance service and fire station in conspicuous location. Advise all workers of location of telephone numbers.

H. Provide necessary Personnel Protective Equipment (PPE) as identified by SDS and OSHA regulations.

I. Provide documentation workers have been trained in the use of PPE prior to individual use.

PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION (NOT APPLICABLE)

END OF SECTION

Siding Project 012900 - 1 PAYMENT PROCEDURES

SECTION 012900

PAYMENT PROCEDURES

PART 1 - GENERAL

1.01 SECTION INCLUDES

A. Section includes administrative and procedural requirements necessary to prepare and process Applications for Payment.

1.02 DEFINITIONS

A. Schedule of Values: A statement furnished by Contractor allocating portions of the Contract

Sum to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment.

1.03 SCHEDULE OF VALUES

A. Coordination: Coordinate preparation of the schedule of values with preparation of Contractor's construction schedule.

B. Format and Content: Use Project Manual table of contents as a guide to establish line items for the schedule of values. Provide at least one line item for each Specification Section. Further breakdown each line item to include materials, labor, and equipment.

1. Identification: Include the following Project identification on the schedule of values:

a. Project name and location.

b. Owner's name.

c. Owner's Project number.

d. Contractor's name and address.

e. Date of submittal.

2. Overhead Costs, Proportional Distribution: Include total cost and proportionate share of general overhead and profit for each line item.

1.04 APPLICATIONS FOR PAYMENT

A. Each Application for Payment following the initial Application for Payment shall be consistent with previous applications and payments, as certified by Government and paid for by Government.

B. Payment Application Times: Submit Application for Payment to Government monthly.

C. Application for Payment Forms: Use form approved by Government as form for Applications for

Payment.

D. Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. Government will return incomplete applications without action.

1. Entries shall match data on the schedule of values and Contractor's construction schedule. Use updated schedules if revisions were made.

2. Include amounts for work completed following previous Application for Payment, whether or not payment has been received. Include only amounts for work completed at time of Application for Payment.

3. Include amounts of Change Orders and Construction Change Directives issued before last day of construction period covered by application.

E. Transmittal: Submit signed and notarized original copies of each Application for Payment to Government via email. One copy shall include waivers of lien and similar attachments if required.

F. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following:

1. List of subcontractors.

2. Schedule of values.

3. Copies of permits, if required.

Siding Project 012900 - 2 PAYMENT PROCEDURES

4. Copies of authorizations and licenses from authorities having jurisdiction for performance of the Work.

G. Application for Payment at Substantial Completion: After Contracting Officer issues the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of the Work claimed as substantially complete.

1. Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum.

2. This application shall reflect Certificate(s) of Substantial Completion issued previously for

Government occupancy of designated portions of the Work.

H. Final Payment Application: After completing Project closeout requirements, submit final

Application for Payment with releases and supporting documentation not previously submitted and accepted, including but not limited, to the following:

1. Evidence of completion of Project closeout requirements.

2. Certification of completion of final punch list items.

3. Updated final statement, accounting for final changes to the Contract Sum.

4. Waivers and releases.

5. Waivers and releases.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

Siding Project 013000 - 1 SUBMITTALS

SECTION 013000

SUBMITTALS

PART 1 - GENERAL

1.01 GENERAL

A. Refer to the technical specifications for all submittals required.

B. Contractor shall coordinate submittal review with construction schedule.

1. Review Time: Government response and return of submittal in .pdf format to Contractor within 10 business days of receipt.

C. When specifically requested by the Contracting Officer, Contracting Officers Representative, or the Government’s on-site observer, the Contractor shall provide paper copies of approved submittals, manufacturer’s written installation instructions, and/or recommendations for review and approval prior to accomplishing equipment installation.

1.02 SUBMITTALS

A. The Contractor shall provide a “Standard Submittal Form” for submittals provided to the

Government. A copy of the form is provided in the specifications. Upon request, one digital copy of the form in .doc format will be provided via email.

B. The Contractor shall provide digital .pdf copies of all submittals via an online project web site to the Government except for items noted otherwise in the specifications. The Contractor shall submit material samples via mail. Submitted material samples will become the property of the Government and will not be returned to the Contractor.

1. Electronic Submittals: Assemble complete submittal package into a single indexed file.

2. File name shall use specification section number followed by a decimal point, then a sequential number, followed by a title (e.g., 061000.01 Concrete). Resubmittals shall include an alphabetic suffix after another decimal point (e.g., 061000.01A Concrete).

C. The approval of submittals shall not relieve the Contractor to comply with the terms and conditions of the Contract Drawings, Specifications, and Manufacturer’s Installation Instructions. The Contractor shall be responsible to determine correct dimension, design, connection, detail and satisfactory construction of all Work.

D. The approval of submittals does not constitute acceptance of a change order by the Government. Contract change orders shall be submitted to the Government Contracting Officer following the modification/change order procedures in Section 013100 Project Coordination.

E. The Contractor shall provide and maintain in proper order and in good, clean condition, at the project site, a copy of approved submittals.

1.03 PROJECT WEB SITE

A. Contractor shall provide, administer, pay for, and use Project Web site for purposes of hosting and managing project communication and documentation until Final Completion. Project Web site shall include the following functions:

1. Project directory.

2. Project correspondence.

3. Meeting minutes.

4. RFI forms and logs.

5. Photo documentation.

6. Submittals forms and logs.

7. Reminder and tracking functions.

8. Daily inspection reports.

B. Provide up to three Project Web Site user licenses for use by the Government.

C. On completion of Project, provide one complete archive copy of the Project Web site to the

Government.

Siding Project 013000 - 2 SUBMITTALS

D. Provide one of the following Project Web site software packages by the following under their current published licensing agreements:

1. Procore

2. Project Teams.

3. Submittal Exchange.

4. Or an approved equal.

1.04 PROJECT SCHEDULE

A. Contractor shall provide as required by Federal Acquisition Regulation (FAR) clauses. *

1.05 PRICE BREAKDOWN - LUMP SUM ITEMS

A. Contractor shall provide as required by FAR clauses. *

2.01 SUBMITTAL OF PROGRESS PAYMENT CERTIFICATE

A. Contractor shall provide as required by FAR clauses. *

2.02 GUARANTEES, WARRANTIES AND CERTIFICATES

A. Refer to Section 017700 Project Closeout.

2.03 OPERATING AND MAINTENANCE INSTRUCTION

A. Refer to Section 017000 Execution and Closeout Requirements.

2.04 DELIVERY TICKETS

A. The Contractor shall submit to the Government via the submittal process in digital .pdf format a copy of each delivery ticket for all material delivered to the construction site.

B. The delivery ticket shall show brand name, catalog number, and number of items received.

2.05 WASTE MANIFESTS

A. The Contractor shall submit to the Government via the submittal process copies of all waste manifests.

B. Manifests shall state type of waste (i.e., construction debris, hazardous asbestos, etc.), location of disposal, landfill designation, EPA registration of landfill, and EPA registration for transportation of any hazardous wastes.

PART 2 -PRODUCTS - NOT APPLICABLE

PART 3 - EXECUTION (NOT APPLICABLE)

3.01 * THE APPLICABLE FAR CLAUSES WILL BE PROVIDED TO THE RESULTANT

CONTRACTOR AT THE PRE-CONSTRUCTION CONFERENCE.

Siding Project 013100 - 1 PROJECT COORDINATION

SECTION 013100

PROJECT COORDINATION

PART 1 - GENERAL

1.01 JOBSITE ADMINISTRATION

A. Superintendence, Subcontract Administration, Quality Assurance, Quality Control, and Construction Inspection are the responsibility of the Contractor.

B. Final decisions relative to items of conflict shall be made by the Contracting Officer.

C. The Government shall have the authority to temporarily suspend the Work for such time as necessary because of the failure on the part of the Contractor to perform any of the provisions of the Contract. No extension of contract performance time will be permitted until the Government determines that the deficiencies in performance, which caused the temporary suspension, have been corrected.

D. The Contractor shall have responsible superintendence on site during all project operations.

The Contractor shall submit to the Government in writing a project superintendence plan.

Changes to the superintendence plan shall be approved by the Government three business days prior to implementation.

E. The Contractor shall notify the Contracting Officer in writing at least ten (10) days prior to the anticipated date of completion of all Work specified herein. Upon completion of the Work, the Contracting Officer, or their designee, shall proceed with the final inspection which shall be completed as promptly as practicable. The time required for such inspection and for performing any corrective Work shall be included in the contract performance time.

1.02 MODIFICATION/CHANGE ORDER PROCEDURES

A. In the event of the need for a Change Order, the Contractor will receive a letter requesting a price quote for proposed changes to the Contract.

B. The Contractor shall not perform work outside of the contract documents without written approval from the Contracting Officer. All expenses of Work performed outside of the contract documents without prior approval will be the responsibility of the contractor.

C. For evaluation purposes, the Contractor's quote shall be broken down to show the costs of labor, materials, and equipment for each proposed category of Work included with the change, along with the total cost for Contractor's overhead, profit, and bond for the proposed changes.

D. All Contract time extensions required as a result of a proposed change must be justified and supported in detail at the time of the proposal.

1.03 REQUESTS FOR INTERPRETATION PROCUDURES (RFI'S)

A. Definition: A request seeking one of the following:

1. An interpretation, amplification, or clarification of some requirement of Contract Documents arising from inability to determine from them the exact material, process, or system to be installed or when an item of work is described differently at more than one place in the Contract Documents.

2. A resolution to an issue which has arisen due to field conditions and affects design intent.

B. Preparation: Prepare an RFI immediately upon discovery of a need for interpretation of the

Contract Documents.

1. Prepare a separate RFI for each specific item.

a. Review, coordinate, and comment on requests originating with subcontractors and/or materials suppliers.

b. Do not forward requests which solely require internal coordination between subcontractors.

C. Submission: Submit all RFI's in .pdf format via project website.

D. Content: Include identifiers necessary for tracking the status of each RFI, and information necessary to provide an actionable response.

Siding Project 013100 - 2 PROJECT COORDINATION

1. Official project name and contract number.

2. Owner's and contractor's name and contact information.

3. Discrete and consecutive RFI number, and descriptive subject/title.

4. Issue date.

5. Reference to particular Contract Document(s) requiring additional information/interpretation. Identify pertinent drawing and detail number and/or specification section number, title, and paragraph(s).

6. Annotations: Field dimensions and/or description of conditions which have engendered the request.

E. Attachments: Include sketches, coordination drawings, descriptions, photos, submittals, and other information necessary to substantiate the reason for the request.

F. Review Time: Government shall respond and return RFI's in .pdf format via project website to Contractor within ten business days of receipt.

1. Response period may be shortened or lengthened for specific items, subject to mutual agreement, and recorded in a timely manner in progress meeting minutes.

2. Response period may be shortened or lengthened for specific items, subject to mutual agreement, and recorded in a timely manner in progress meeting minutes.

G. Responses: Content of answered RFIs will not constitute in any manner a directive or authorization to perform extra work or delay the project. If in Contractor's belief it is likely to lead to a change to Contract Sum or Contract Time, promptly contact the Government Contracting Officer.

1. The Contractor shall not perform work outside of the contract documents without written approval from the Contracting Officer. All expenses of Work performed outside of the contract documents without prior approval will be the responsibility of the contractor.

2. Response may include a request for additional information, in which case the original RFI will be deemed as having been answered, and an amended one is to be issued forthwith.

3. Upon receipt of a response, promptly review and distribute to all affected parties.

1.04 PRECONSTRUCTION CONFERENCE

A. Soon after award of the Contract and prior to commencing construction, the Contractor shall attend a preconstruction conference with representatives of the Government at the project location. Timely notification of the meeting will be given to the Contractor. Time, date, and place of the conference will be determined by the Contracting Officer. Requirements pertaining to contract administration, construction operations, project superintendence, and the project schedule will be discussed. The project schedule shall be in accordance with Section 013000 Submittals. The preconstruction safety checklist and project schedule shall be submitted for review during this conference.

1.05 PROGRESS MEETINGS

A. Weekly project meetings will be conducted by the Contractor with representatives of the

Government at the project site and by a web based voice, video, chat, and data sharing application for the purpose of coordinating, expediting, and assessing the work progress. Dates and times will be determined at the Preconstruction Conference.

B. The Contractor shall provide reports of progress on the project, discuss the work schedule for the coming period, and present all conflicts, discrepancies or other difficulties for resolution. A record of discussions, decisions, and meeting minutes will be prepared by the Contractor and distributed via the project website.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION (NOT APPLICABLE)

Siding Project 013200 - 1 CONSTRUCTION PROGRESS

DOCUMENTATION

SECTION 013200

CONSTRUCTION PROGRESS DOCUMENTATION

PART 1 - GENERAL

1.01 SECTION INCLUDES

A. Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following:

1. Contractor's construction schedule.

2. Daily construction reports.

3. Site condition reports.

4. Unusual event reports.

1.02 DEFINITIONS

A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction Project. Activities included in a construction schedule consume time and resources.

1. Critical Activity: An activity on the critical path that must start and finish on the planned early start and finish times.

2. Predecessor Activity: An activity that precedes another activity in the network.

3. Successor Activity: An activity that follows another activity in the network.

B. Critical Path: The longest connected chain of interdependent activities through the network schedule that establishes the minimum overall Project duration and contains no float.

C. Event: The starting or ending point of an activity.

1.03 SUBMITTALS

A. Format for Submittals: Submit in .pdf format via project website.

B. Contractor's Construction Schedule: Initial schedule, of size required to display entire schedule for entire construction period.

1. Submit a working digital copy of schedule labeled to comply with requirements for submittals.

C. Daily Construction Reports: Submit next business day.

D. Site Condition Reports: Submit at time of discovery of differing conditions.

E. Unusual Event Reports: Submit at time of unusual event.

1.04 COORDINATION

A. Coordinate each construction activity in the network with other activities, and schedule them in proper sequence.

1.05 CONTRACTOR'S CONSTRUCTION SCHEDULE

A. Computer Scheduling Software: Prepare schedules using current version of a program that has been developed specifically to manage construction schedules.

B. Time Frame: Extend schedule from date established for the Notice to Proceed to date of Final Completion.

1. Contract completion date shall not be changed by submission of a schedule that shows a late completion date, unless specifically authorized by Change Order.

C. Activities: Comply with the following:

1. Activity Duration: Define activities so no activity is longer than 20 days, unless specifically allowed by Contracting Officer.

2. Substantial Completion: Indicate completion in advance of date established for Substantial Completion, and allow time for Government's administrative procedures necessary for certification of Substantial Completion.

3. Final Completion: Indicate completion in advance of date established for Final Completion, and allow time for Government's administrative procedures necessary for certification of

Siding Project 013200 - 2 CONSTRUCTION PROGRESS

DOCUMENTATION

Final Completion. Include not more than 30 days for completion of punch list items and Final Completion.

D. Contractor's Construction Schedule Updating: At monthly intervals, update schedule to reflect actual construction progress and activities.

1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting.

2. As the Work progresses, indicate Final Completion percentage for each activity.

1.06 GANTT-CHART SCHEDULE REQUIREMENTS

A. Gantt-Chart Schedule: Submit a comprehensive, fully developed, horizontal, Gantt-chart-type, Contractor's Construction Schedule within 30 days of date established for the Notice to Proceed.

B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line.

1.07 REPORTS

A. Daily Construction Reports: Prepare a daily construction report recording the following information concerning events at Project site:

1. List of subcontractors at Project site.

2. List of separate contractors at Project site.

3. Approximate count of personnel at Project site.

4. Equipment at Project site.

5. Material deliveries.

6. High and low temperatures and general weather conditions, including presence of rain or snow.

7. Testing and inspection.

8. Accidents.

9. Meetings and significant decisions.

10. Unusual events.

11. Stoppages, delays, shortages, and losses.

12. Meter readings and similar recordings.

13. Emergency procedures.

14. Orders and requests of authorities having jurisdiction.

15. Change Orders received and implemented.

16. Construction Change Directives received and implemented.

17. Services connected and disconnected.

18. Equipment or system tests and startups.

19. Partial completions and occupancies.

20. Substantial Completions authorized.

B. Site Condition Reports: Immediately on discovery of a difference between site conditions and the Contract Documents, prepare and submit a detailed report. Submit with a Request for Information. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents.

C. Unusual Event Reports: When an event of an unusual and significant nature occurs at Project site, whether or not related directly to the Work, prepare and submit a special report. List chain of events, persons participating, responses by Contractor's personnel, evaluation of results or effects, and similar pertinent information. Advise Owner in advance when these events are known or predictable.

1. Submit unusual event reports directly to Government within one day of an occurrence.

Distribute copies of report to parties affected by the occurrence.

Siding Project 013200 - 3 CONSTRUCTION PROGRESS

DOCUMENTATION

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

Siding Project 014000 - 1 QUALITY REQUIREMENTS

SECTION 014000

QUALITY REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Quality assurance submittals.

B. Mock-ups.

C. Control of installation.

D. Tolerances.

1.02 SUBMITTALS

A. Design Data: Submit for Government's knowledge as contract administrator for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents, or for Government's information.

B. Certificates: When specified, submit certification by the manufacturer and Contractor or installation/application subcontractor to Government, in quantities specified for Product Data.

1. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate.

2. Certificates may be recent or previous test results on material or product, but must be acceptable to Government.

C. Manufacturer's Instructions: When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, for the Government's information. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation.

D. Erection Drawings: Submit drawings for Government's benefit as contract administrator or for Government.

1. Submit for information for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents.

2. Data indicating inappropriate or unacceptable Work may be subject to action by

Government.

1.03 REFERENCES AND STANDARDS

A. For products and workmanship specified by reference to a document or documents not included in the Project Manual, also referred to as reference standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.

B. Conform to reference standard of date of issue current on date of Contract Documents, except where a specific date is established by applicable code.

C. Obtain copies of standards where required by product specification sections.

D. Should specified reference standards conflict with Contract Documents, request clarification from Government before proceeding.

E. Neither the contractual relationships, duties, or responsibilities of the parties in Contract nor those of Government shall be altered from the Contract Documents by mention or inference otherwise in any reference document.

1.04 TESTING AND INSPECTION AGENIES AND SERVICES

A. Contractor shall employ and pay for services of an independent testing agency to perform all specified testing including special inspections.

B. Employment of agency in no way relieves Contractor of obligation to perform Work in accordance with requirements of Contract Documents.

Siding Project 014000 - 2 QUALITY REQUIREMENTS

C. Contractor Employed Agency: Testing agency: Comply with requirements reference in each section.

1.05 DELEGATED DESIGN SERVICES

A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated.

1. If criteria indicated are not sufficient to perform services or certification required, submit a written request for additional information to Contracting Officer.

B. Delegated Design Services Statement: Submit a statement signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional, indicating that the products and systems are in compliance with performance and design criteria indicated. Include list of codes, loads, and other factors used in performing these services.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 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. Comply with manufacturers' instructions, including each step in sequence.

D. Should manufacturers' instructions conflict with Contract Documents, request clarification from

Government before proceeding.

E. 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.

F. 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.

G. Have Work performed by persons qualified to produce required and specified quality.

H. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer.

I. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement.

3.02 MOCK-UPS

A. Assemble and erect specified items with specified attachment and anchorage devices, flashings, seals, and finishes.

B. Accepted mock-ups shall be a comparison standard for the remaining Work.

3.03 TOLERANCES

A. Monitor fabrication and installation tolerance control of products to produce acceptable Work.

Do not permit tolerances to accumulate.

B. Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with Contract Documents, request clarification from Government before proceeding.

C. Adjust products to appropriate dimensions; position before securing products in place.

3.04 DEFECT ASSESSMENT

A. Replace Work or portions of the Work not conforming to specified requirements.

Siding Project 014000 - 3 QUALITY REQUIREMENTS

B. If, in the opinion of Government, it is not practical to remove and replace the Work, Government will direct an appropriate remedy or adjust payment.

Siding Project 017700 - 1 PROJECT CLOSEOUT

SECTION 017700

PROJECT CLOSEOUT

PART 1 - GENERAL

1.01 MANUFACTURER’S SPECIFICATIONS

A. The installation of manufactured products and materials, together with all associated materials, shall be in conformance with the manufacturer's written instructions and recommendations, and code requirements. All installations shall be complete and ready for immediate use. Every material required by the manufacturer for the complete assembly shall be provided. Following the completion of the Work under this Contract, installed materials shall be in compliance with the Contract.

1.02 SUBSTANTIAL COMPLETION PROCEDURES

A. Procedures Prior to Substantial Completion: Complete the following a minimum of 10 days prior to requesting inspection for determining date of Substantial Completion. List items below that are incomplete at time of request.

1. Instruct Government's personnel in operation, adjustment, and maintenance of products, equipment, and systems.

2. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements.

3. Complete final cleaning requirements.

4. Touch up paint and otherwise repair and restore marred exposed finishes to eliminate visual defects.

B. Inspection: Submit a written request for inspection to determine Substantial Completion a minimum of 10 days prior to date the Work will be completed and ready for final inspection and tests. On receipt of request, Government will either proceed with inspection or notify Contractor of unfulfilled requirements. Government will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Government, that must be completed or corrected before certificate will be issued.

1. Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.

2. Results of completed inspection will form the basis of requirements for Final Completion.

1.03 FINAL INSPECTION

A. Inspection: Submit a written request for final inspection to determine acceptance a minimum of

10 days prior to date the Work will be completed and ready for final inspection and tests. On receipt of request, Government will either proceed with inspection or notify Contractor of unfulfilled requirements. Government will prepare a final Certificate of Completion after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued.

B. Work will not be considered ready for final inspection until all the Work has been completed and the Contractor has certified in writing that all materials are properly installed and in strict compliance with all Contract terms and conditions.

C. The Contractor shall be at the job site during the final inspection.

D. If, at the time of inspection, items are not completed the Contractor shall reimburse the

Government for all costs incurred for subsequent inspections.

1.04 TESTS

A. Complete all tests required to prove actual operating performance of the equipment and systems incorporated into the project.

B. Submit reports of all tests to the Contracting Officer prior to final payment.

C. Provide any regulatory acceptance documents in cases of cleanup.

Siding Project 017700 - 2 PROJECT CLOSEOUT

1.05 MAINTENANCE AND OPERATING INSTRUCTIONS

A. Submit one set of final copies of all operating, maintenance instructions, and parts lists for all equipment and systems that require adjustment, servicing, and attention for proper operation in .pdf format via project website. Include all information necessary for proper operation of equipment. Use simple, non-technical language where possible. Provide all necessary diagrams and schematics required for repair. Any hazards likely to occur in operation of equipment shall be pointed out to avoid improper operation of any equipment that might result in damage or danger to equipment, building, or personnel.

B. Final copies of all maintenance and operating information shall be submitted as a "Manual of Operating Instructions" with items grouped by sections of Work. Append each manual with name, address, telephone number of Contractor, subcontractor and companies or individuals providing service for equipment used.

C. Provide competent personnel to meet with the Government representative to fully explain and familiarize the Government personnel with all equipment and its operation and maintenance.

1.06 RECORD DRAWINGS

A. The Contractor shall provide and maintain in proper order and in good, clean condition, at the project site, one (1) complete set of full size prints of all Drawings and Specifications. On this set, with red pencil or ink, the Contractor shall neatly inscribe all changes in Work. At time of final acceptance, and prior to final payment, these corrected prints will be presented to the Government. The Contractor will note all data and changes on these record drawings in sufficient detail and clarity to provide information necessary for preparation of "as built" drawings by the Government. Records drawings may be submitted in hard copy paper format or in .pdf format via the project website.

1.07 GUARANTEES, WARRANTIES AND CERTIFICATES

A. The Contractor shall submit all guarantees, warranties and certificates to the Government prior to final payment.

B. Organize warranty documents into an orderly sequence based on the table of contents of

Project Manual.

C. Provide additional copies of each warranty to include in operation and maintenance manuals.

D. The Government requires a 100% warranty for a period of one full year after final acceptance.

Items of Work found defective during the warranty period will be replaced at no cost to the Government.

E. If a manufacturer or supplier offers a guarantee in excess of the one year requirement outlined herein, then the longer guarantee period will apply for those particular items.

PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION

3.01 FINAL CLEANING

A. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions.

Siding Project 024100 - 1 Demolition

SECTION 024100

DEMOLITION

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Selective demolition of built site elements.

B. Selective demolition of building elements for alteration purposes.

1.02 RELATED REQUIREMENTS

A. Section 011000 - Summary: Limitations on Contractor's use of site and premises.

B. Section 011000 - Summary: Description of items to be salvaged or removed for re-use by

Contractor.

C. Section 015000 - Temporary Facilities and Controls: Site fences, security, protective barriers, and waste removal.

D. Section 016000 - Product Requirements: Handling and storage of items removed for salvage and relocation.

E. Section 017000 - Execution and Closeout Requirements: Project conditions; protection of bench marks, survey control points, and existing construction to remain; reinstallation of removed products; temporary bracing and shoring.

F. Section 312200 - Grading: Rough and fine grading.

G. Section 312323 - Fill: Fill material for filling holes, pits, and excavations generated as a result of removal operations.

1.03 DEFINITIONS

A. Demolish: Dismantle, raze, destroy, or wreck any building or structure or any part thereof.

B. Remove: Detach or dismantle items from existing construction and dispose of them off site, unless items are indicated to be salvaged or reinstalled.

C. Remove and Reinstall: Detach or dismantle items from existing construction in a manner to prevent damage. Clean and prepare for reuse and reinstall where indicated.

D. Existing to Remain: Designation for existing items that are not to be removed and that are not otherwise indicated to be salvaged or reinstalled.

1.04 REFERENCE STANDARDS

1.05 SUBMITTALS

A. See Section 013000 - Administrative Requirements for submittal procedures.

B. Site Plan: Indicate:

1. Vegetation to be protected.

2. Areas for temporary construction and field offices.

PART 3 EXECUTION

2.01 DEMOLITION

A. Remove other items indicated, for reinstallation .

B. Fill excavations, open pits, and holes in ground areas generated as result of removals, using specified fill; compact fill as specified in Section 312200.

2.02 GENERAL PROCEDURES AND PROJECT CONDITIONS

A. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the public.

1. Obtain required permits.

Siding Project 024100 - 2 Demolition

2. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be removed; do not allow worker or public access within range of potential collapse of unstable structures.

3. Provide, erect, and maintain temporary barriers and security devices.

4. Use physical barriers to prevent access to areas that could be hazardous to workers or the public.

5. Conduct operations to minimize effects on and interference with adjacent structures and occupants.

6. Do not close or obstruct roadways or sidewalks without permits from authority having jurisdiction.

7. Conduct operations to minimize obstruction of public and private entrances and exits. Do not obstruct required exits at any time. Protect persons using entrances and exits from removal operations.

8. Obtain written permission from owners of adjacent properties when demolition equipment will traverse, infringe upon, or limit access to their property.

B. Do not begin removal until receipt of notification to proceed from Owner.

C. Protect existing structures and other elements to remain in place and not removed.

1. Provide bracing and shoring.

2. Prevent movement or settlement of adjacent structures.

3. Stop work immediately if adjacent structures appear to be in danger.

2.03 SELECTIVE DEMOLITION FOR ALTERATIONS

A. Existing construction and utilities indicated on drawings are based on casual field observation and existing record documents only.

1. Verify construction and utility arrangements are as indicated.

2. Report discrepancies to Architect before disturbing existing installation.

3. Beginning of demolition work constitutes acceptance of existing conditions that would be apparent upon examination prior to starting demolition.

B. Remove existing work as indicated and required to accomplish new work.

1. Remove rotted wood, corroded metals, and deteriorated masonry and concrete; replace with new construction indicated.

2. Remove items indicated on drawings.

C. Protect existing work to remain.

1. Prevent movement of structure. Provide shoring and bracing as required.

2. Perform cutting to accomplish removal work neatly and as specified for cutting new work.

3. Repair adjacent construction and finishes damaged during removal work.

4. Patch to match new work.

2.04 DEBRIS AND WASTE REMOVAL

A. Remove debris, junk, and trash from site.

B. Leave site in clean condition, ready for subsequent work.

C. Clean up spillage and wind-blown debris from public and private lands.

Siding Project 072100 - 1 Thermal Insulation

SECTION 072100

THERMAL INSULATION

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Board insulation and integral vapor retarder at cavity wall construction and exterior wall behind plywood wall finish .

B. Batt insulation and vapor retarder in exterior wall construction.

C. Batt insulation for filling perimeter window and door shim spaces and crevices in exterior wall and roof.

1.02 REFERENCE STANDARDS

A. ASTM C578 - Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation; 2023.

B. ASTM C665 - Standard Specification for Mineral-Fiber Blanket Thermal Insulation for Light

Frame Construction and Manufactured Housing; 2023.

C. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials;

2023d.

D. ASTM E136 - Standard Test Method for Assessing Combustibility of Materials Using a Vertical

Tube Furnace at 750 Degrees C; 2024.

1.03 SUBMITTALS

A. See Section 013000 - Submittals for submittal procedures.

B. Product Data: Provide data on product characteristics, performance criteria, and product limitations.

PART 2 PRODUCTS

2.01 APPLICATIONS

A. Insulation on Inside of Concrete and Masonry Exterior Walls: Extruded polystyrene (XPS) board.

B. Insulation in Metal Framed Walls: Batt insulation with integral vapor retarder.

2.02 FOAM BOARD INSULATION MATERIALS

A. Extruded Polystyrene (XPS) Board Insulation: Comply with ASTM C578 with either natural skin or cut cell surfaces.

1. Flame Spread Index (FSI): Class A - 0 to 25, when tested in accordance with ASTM E84.

2. Smoke Developed Index (SDI): 450 or less, when tested in accordance with ASTM E84.

3. Type and Thermal Resistance, R-value (RSI-value): Type IV, 5.0 (0.88), minimum, per 1 inch (25.4 mm) thickness at 75 degrees F (24 degrees C) mean temperature.

2.03 MINERAL FIBER BLANKET INSULATION MATERIALS

A. Flexible Glass Fiber Blanket Thermal Insulation: Preformed insulation, complying with ASTM C665; friction fit.

1. Flame Spread Index: 75 or less, when tested in accordance with ASTM E84.

2. Smoke Developed Index: 450 or less, when…