A06_Specifications.pdf

PROJECT MANUAL

ISSUED FOR BID

BIA Project No. 140A1620F0079

Fort Thompson Education Building Demolition at Fort Thompson, South Dakota

April 16, 2021 for

Bureau of Indian Affairs Great Plains Region Division of Facilities

ARCHITECT OF RECORD ENGINEER OF RECORD

Joseph David Associates LLC 19970 Chloe Layne

Spiro, OK 74959 jdadave Highlight

Fort Thompson Education Building Demolition 000110 - 1 Table of Contents

SECTION 000110

TABLE OF CONTENTS

A. 011000 - Summary B. 013000 - Administrative Requirements C. 013529 – Personal Protective Equipment D. 013553 - Security Procedures E. 014000 - Quality Requirements F. 014216 – Definitions G. 014523 – Remediation Quality Control – Testing & Inspection H. 015000 - Temporary Facilities and Controls I. 015216 – Remediation Temporary Facilities J. 015616 – Remediation Temporary Enclosures K. 015713 - Temporary Erosion and Sediment Control L. 015719 – Pressure Differential Systems - Asbestos M. 015813 - Temporary Project Signage N. 017000 - Execution and Closeout Requirements O. 017123 - Field Engineering P. 017419 - Construction Waste Management and Disposal Q. 017800 - Closeout Submittals

2.02 DIVISION 02 -- EXISTING CONDITIONS

A. 024100 – Demolition B. 028100 – Regulated Material Remediation/Removal C. 028231 – Removal of Asbestos Containing & Asbestos Contaminated Materials D. 028233 – Asbestos Waste Disposal & Transportation E. 028234 – Project Decontamination & Work Area Clearance F. 028313 – Lead Hazard Control Actions

2.03 DIVISION 31 -- EARTHWORK

A. 311000 - Site Clearing B. 312200 - Grading C. 312323 - Fill

2.04 DIVISION 32 -- EXTERIOR IMPROVEMENTS

A. 329219 - Seeding B. 329300 - Plants

END OF SECTION

1.01 DIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS

A. 000110 - Table of Contents B. 004322 - Unit Prices Form C. 004373 - Proposed Schedule of Values Form

SPECIFICATIONS

2.01 DIVISION 01 -- GENERAL REQUIREMENTS

REFERENCE OWNER'S OTHER PROCUREMENT AND CONTRACTING

DOCUMENTS FOR ADDITIONAL REQUIREMENTS

SECTION 004322

UNIT PRICES FORM

PARTICULARS

1.01 THE FOLLOWING IS THE LIST OF UNIT PRICES REFERENCED IN THE BID SUBMITTED BY:

1.02 (BIDDER): As referenced in the BID FORM

1.03 TO: Owner (Reference Contract)

1.04 DATED________________AND WHICH IS AN INTEGRAL PART OF THE BID FORM.

1.05 THE FOLLOWING ARE UNIT PRICES FOR SPECIFIC PORTIONS OF THE WORK AS

LISTED, AND ARE APPLICABLE TO AUTHORIZED VARIATIONS FROM THE CONTRACT DOCUMENTS.

UNIT PRICE LIST

2.01 PURPOSE: To identify, quantify, and price (on a unit basis) the value of specific items included in the Contractor's BID, and to use as a basis for BID evaluation and consideration for any modifications to Price in accordance with the Contract Documents.

2.02 ITEM DESCRIPTION UNIT QUANTITY UNIT VALUE TOTAL VALUE

A. Excavation: Cubic Yards________ $_____________ $_____________

i. Related to demolition of below grade utilities, structures, and other built elements

B. Imported/Placed Top Soil: Cubic Yards________ $_____________ $_____________

i. Related to placement of Final Grade (does not include stock piled from site)

C. Imported/Placed General Fill: Cubic Yards________ $_____________ $_____________

i. Related to placement of Final Grade (does not include stock piled from site)

D. Imported/Placed Structural Fill: Cubic Yards________ $_____________ $_____________

i. Related to placement of Final Grade (does not include recycled material from site)

E. General Waste Removal: Cubic Yards________ $_____________ $_____________

i. Related to loading, transportation, and unloading of non-hazardous and non-regulated materials.

F. HAZMAT Waste Removal: Cubic Yards________ $_____________ $_____________

i. Related to loading, transportation, and unloading of non-hazardous and non-regulated materials.

END OF SECTION

Building Demolition 004322 - 1 Unit Prices Form

(ID) Building Number

Division Description Quantity Cost Est Inc. O&P

Abatement

01-GC

02-Site

03-Conc.

04-Masonry

07-Interiors

07-Exteriors

15-M/P

16-Elec.

Total

Crow Creek School Demolition Project

PROPOSED SCHEDULE OF VALUES

(Provide Single Sheet for each Building: Fill in all Blanks)

SECTION 004373

PROPOSED SCHEDULE OF VALUES FORM

END OF SECTION

004373 - 1 Proposed Schedule of Values

Building Demolition

011000 - 1 Summary

PART 1 GENERAL

1.01 PROJECT

SECTION 011000

SUMMARY

A. Project Name: Fort Thompson Education Building Demolition B. Owner's Name and Address: Bureau of Indian Affairs, Great Plains Region, (Reference

Contract)

1. The Contracting Office (CO) and Contracting Officer Representative (COR) are synonymous with the Owner relative to all communications, submittals, and correspondence.

C. Architect's Name: Joseph David Associates LLC.

1. Under BIA Contract No.:140A1620F0079

D. The Project consists of the demolition and limited site reconstruction of buildings and site improvements.

1.02 DESCRIPTION OF DEMOLITION WORK

A. Scope of demolition and removal work is defined in the Drawings and Specifications.

B. Plumbing and Fire Suppression: Demolish all building related and site plumbing fire suppression as described.

C. HVAC: Demolish all building related HVAC as described.

D. Electrical Power, Wiring, Controls, and Lighting: Demolish all building related and site electrical power and lighting as described.

E. Hazardous Materials: Remediate (prior to other related demolition) all building related and site hazardous material as described.

1.03 OWNER OCCUPANCY

A. Owner intends to continue to occupy adjacent portions of the existing campus during the entire construction period.

B. Owner intends to occupy the Project upon Substantial Completion.

C. Cooperate with Owner to minimize conflict and to facilitate Owner's operations.

D. Schedule the Work to accommodate Owner occupancy.

1.04 CONTRACTOR USE OF SITE AND PREMISES

A. Construction Operations: Limited to areas noted on Drawings (sheet G02).

B. Provide access to and from site as required by law and by Owner:

1. Emergency Building Exits During Construction: Keep all exits required by code open during construction period; provide temporary exit signs if exit routes are temporarily altered.

2. Do not obstruct roadways, sidewalks, or other public ways without permit.

C. COVID 19 Compliance and Safety Plan (Submit prior to start of Work)

1. The Contractor shall, in coordination with the BIA Crow Creek Tribe (including the

Tribal Employment Right Office-TERO) develop and follow a COVID 19 Safety Compliance Plan for all Work throughout the period of performance.

1.05 WORK SEQUENCE

A. Construct Work in stages during the construction period:

1. Stage 1: Hazardous Materials Abatement.

2. Stage 2: General Demolition and Site Reconstruction.

B. Coordinate construction schedule and operations with Owner.

END OF SECTION

013000 - 1 Administrative Requirements

1.01 SECTION INCLUDES

SECTION 013000

ADMINISTRATIVE REQUIREMENTS

A. General administrative requirements.

B. Preconstruction meeting.

C. Site mobilization meeting.

D. Progress meetings.

E. Construction progress schedule.

F. Contractor's daily reports.

G. Progress photographs.

H. Submittals for review, information, and project closeout.

I. Number of copies of submittals.

J. Requests for Interpretation (RFI) procedures.

K. Submittal procedures.

1.02 GENERAL ADMINISTRATIVE REQUIREMENTS

A. Comply with requirements of Section 017000 - Execution and Closeout Requirements for coordination of execution of administrative tasks with timing of construction activities.

B. Make the following types of submittals to Architect:

1. Requests for Information (RFI).

2. Requests for substitution.

3. Shop drawings, product data, and samples.

4. Test and inspection reports.

5. Design data.

6. Manufacturer's instructions and field reports.

7. Applications for payment and change order requests.

8. Progress schedules.

9. Coordination drawings.

10. Correction Punch List and Final Correction Punch List for Substantial Completion.

11. Closeout submittals.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 PRECONSTRUCTION MEETING

A. Attendance Required:

1. Owner: BIA's Contracting Officer (CO) and the Contracting Officer's Representative

(COR) as defined in the Contract

2. Architect/Engineer of Record: Joseph David Associates LLC (Architects & Engineers)

3. Contractor. As referenced in the Contract

B. Agenda:

1. Execution of Contract

2. Submission of executed bonds and insurance certificates.

3. Distribution of Contract Documents.

4. Submission of list of subcontractors, list of products, schedule of values, and progress schedule.

5. Designation of personnel representing the parties to Contract.

6. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures.

7. Project Scheduling.

8. Scheduling activities of a Geotechnical Engineer.

C. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made.

013000 - 2 Administrative Requirements

3.02 SITE MOBILIZATION MEETING

A. Attendance Required:

1. Contractor.

2. Owner (represented by the Contracting Officer and Contracting Officer's

Representative)

3. Architect and Engineer of Record (represented by Joseph David Associates)

4. Contractor's superintendent.

5. Major subcontractors.

6. Contractor's Professional Services representatives.

B. Agenda:

1. Use of premises by Owner and Contractor.

2. Owner's requirements.

3. Temporary utilities provided by Owner.

4. Survey and building layout.

5. Security and housekeeping procedures.

6. Schedules.

7. Application for payment procedures.

8. Procedures for testing.

9. Procedures for maintaining record documents.

10. Requirements for start-up of equipment.

11. Inspection and acceptance of equipment put into service during construction period.

C. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made.

3.03 PROGRESS MEETINGS

A. Schedule and administer meetings throughout progress of the work at maximum bi-monthly intervals.

B. Attendance Required:

1. Contractor.

2. Owner.

3. Architect.

4. Contractor's superintendent.

5. Major subcontractors.

6. Contractor's Professional Services representatives.

C. Agenda:

1. Review minutes of previous meetings.

2. Review of work progress.

3. Field observations, problems, and decisions.

4. Identification of problems that impede, or will impede, planned progress.

5. Review of submittals schedule and status of submittals.

6. Review of RFIs log and status of responses.

7. Maintenance of progress schedule.

8. Corrective measures to regain projected schedules.

9. Planned progress during succeeding work period.

10. Maintenance of quality and work standards.

11. Effect of proposed changes on progress schedule and coordination.

12. Other business relating to work.

D. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made.

3.04 CONSTRUCTION PROGRESS SCHEDULE

A. Within 10 days after date established in Notice to Proceed, submit preliminary schedule.

B. If preliminary schedule requires revision after review, submit revised schedule within 10 days.

C. Within 20 days after review of preliminary schedule, submit draft of proposed complete schedule for review.

013000 - 3 Administrative Requirements

1. Include written certification that major Subcontractors have reviewed and accepted proposed schedule.

D. Within 10 days after joint review, submit complete schedule.

E. Submit updated schedule with each Application for Payment.

3.05 DAILY CONSTRUCTION REPORTS

A. Include only factual information. Do not include personal remarks or opinions regarding operations and/or personnel.

B. In addition to transmitting electronically a copy to Owner (CO & COR) and Architect (JDA) submit two printed copies at monthly intervals to the Owner.

1. Submit in format acceptable to Owner.

C. Prepare a daily construction report recording the following information concerning events at Project site and project progress:

1. Date.

2. High and low temperatures, and general weather conditions.

3. List of subcontractors at Project site.

4. Major equipment at Project site.

5. Safety, environmental, or industrial relations incidents.

6. Meetings and significant decisions.

7. Stoppages, delays, shortages, and losses. Include comparison between scheduled work activities (in Contractor's most recently updated and published schedule) and actual activities. Explain differences, if any. Note days or periods when no work was in progress and explain the reasons why.

8. Emergency procedures.

9. Testing and/or inspections performed.

10. Signature of Contractor's authorized representative.

3.06 PROGRESS PHOTOGRAPHS

A. Submit photographs with each application for payment, taken not more than 3 days prior to submission of application for payment.

B. Maintain one set of all photographs at project site for reference; same copies as submitted, identified as such.

C. Photography Type: Digital; electronic files.

D. Provide photographs of site and construction throughout progress of work produced by an experienced photographer.

E. In addition to periodic, recurring views, take photographs of each of the following events:

1. Completion of site clearing.

2. Excavations in progress.

3. Demolished foundations in progress and upon completion.

4. Demolished structural framing in progress and upon completion.

5. Final completion, minimum of ten (10) photos.

F. Views:

1. Provide non-aerial photographs from four cardinal views of site and individual buildings at each specified time, until date of Substantial Completion.

2. Consult with Architect for instructions on views required.

3. Provide factual presentation.

4. Provide correct exposure and focus, high resolution and sharpness, maximum depth of field, and minimum distortion.

G. Digital Photographs: 24-bit color, minimum resolution of 1024 by 768, in JPG format;

provide files unaltered by photo editing software.

1. Delivery Medium: Via email with project record photo CD.

2. File Naming: Include project identification, date and time of view, and view identification.

3. PDF File: Assemble all photos into printable pages in PDF format, with 2 to 3 photos per page, each photo labeled with file name; one PDF file per submittal.

013000 - 4 Administrative Requirements

4. Photo CD(s): Provide 1 copy including all photos cumulative to date and PDF file(s),with files organized in separate folders by submittal date.

4.02 SUBMITTALS FOR REVIEW

A. When the following are specified in individual sections, submit them for review:

1. Product data.

2. Shop drawings.

B. Submit to Architect for review for the limited purpose of checking for compliance with information given and the design concept required by the design in Contract Documents.

C. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below.

4.03 SUBMITTALS FOR INFORMATION

A. When the following are specified in individual sections, submit them for information:

1. Design data.

2. Certificates.

3. Test reports.

4. Inspection reports.

5. Manufacturer's instructions.

6. Field engineering reports.

7. Other types indicated.

B. Submit for Architect's knowledge as contract administrator or for Owner.

Fort Thompson Education Building Demolition

4.01 SUBMITTALS

A. GENERAL: Irrespective of Submittal type, all submittals will be electronically sent to the Owner (CO and COR) and to the Architect/Engineer for information and actions as noted below.

B. EPA COMPLINACE: 10 business days prior to any site Work, Notify EPA Region 8 of the Work and comply with all EPA requirements relative the all materials abatement and demolition of the Contract.

1. Contact: Kristin Jendrek 303-312-6126

A. CONSTRUCTION TRAFFIC CONTROL: Submit a Traffic Control Plan for all construction traffic intended to move to and from the site prior to any Work. Define and include the following:

1. Points of vehicle entry/exist

2. Ensure all drivers are authorized and licensed to drive the specific vehicle

3. Ensure only authorized vehicles and drivers are on the Project Site

4. Ensure all workers are familiar with the traffic management plan and receive sufficient information, instruction, training and supervision

5. Ensure that there is either separation or safe interaction between mobile plant, vehicles and pedestrians

6. Ensure that your traffic management systems and plans are effective, reviewed and current

7. Install any necessary temporary tools in the workplace, such as boom gates, bollards (posts) and pedestrian walkways, to eliminate or reduce the risk

4.04 SUBMITTALS FOR PROJECT CLOSEOUT

A. Submit Correction Punch List for Substantial Completion.

B. Submit Final Correction Punch List for Substantial Completion.

C. When the following are specified in individual sections, submit them at project closeout in compliance with requirements of Section 017800 - Closeout Submittals:

1. Project record documents.

2. Operation and maintenance data.

3. Warranties.

4. Bonds.

5. Other types as indicated.

D. Final Property Survey.

E. Submit for Owner's benefit during and after project completion.

4.06 SUBMITTAL PROCEDURES

A. General Requirements:

1. Use a single transmittal for related items.

2. Submit separate packages of submittals for review and submittals for information, when included in the same specification section.

3. Transmit using approved form.

4. Sequentially identify each item. For revised submittals use original number and a sequential numerical suffix.

5. Identify: Project; Contractor; subcontractor or supplier; pertinent drawing and detail number; and specification section number and article/paragraph, as appropriate on each copy.

6. Schedule submittals to expedite the Project, and coordinate submission of related items.

7. Identify variations from Contract Documents and product or system limitations that may be detrimental to successful performance of the completed work.

4.05 NUMBER OF COPIES OF SUBMITTALS

A. Documents for Review:

1. Small Size Sheets, Not Larger Than 11x17 inches: Submit the number of copies that Contractor requires, plus two copies that will be retained by the Owner and Architect.

B. Documents for Information: Submit two copies.

013000 - 5 Administrative Requirements Fort Thompson Education

013000 - 6 Administrative Requirements

4.07 SUBMITTAL REVIEW

A. Submittals for Review: Architect will review each submittal, and recommend to the CO/

COR appropriate actions listed below.

B. Submittals for Information: Architect will not acknowledge receipt, and take no other action.

C. Architect's actions will be reflected by marking each submittal using actual stamp on hard copies of submittals.

D. Architect's and consultants' actions on items submitted for review:

1. Authorizing purchasing, fabrication, delivery, and installation:

a. "Recommend Approved", or language with same legal meaning.

b. "Recommend Approved as Noted, Resubmission not required", or language with same legal meaning.

1) At Contractor's option, submit corrected item, with review notations acknowledged and incorporated.

c. "Recommend Approved as Noted, Resubmit for Record", or language with same legal meaning.

2. Not Authorizing fabrication, delivery, and installation:

a. "Recommend Revise and Resubmit".

1) Resubmit revised item, with review notations acknowledged and incorporated.

E. Architect's and consultants' actions on items submitted for information:

1. Items for which no action was taken:

a. "Received" - to notify the Contractor that the submittal has been received for record only.

2. Items for which action was taken:

a. "Reviewed" - no further action is required from Contractor.

END OF SECTION

013529 - 1 Security Procedures

PART 1 - GENERAL

SECTION 013529

PERSONAL PROTECTIVE EQUIPMENT (PPE)

1.1 GENERAL - DESCRIPTION OF WORK

1.1.1 This section describes the equipment and procedures required for protecting workers against asbestos/lead/fungal/dust contamination and other workplace hazards including respiratory protection.

1.2 WORKER TRAINING

1.2.1 All workers are to be trained and licensed as required by the State of South Dakota (SD).

1.2.2 Train in accordance with 29 CFR 1926, all workers in the dangers inherent in handling asbestos and breathing asbestos dust and in proper work procedures and personal and area protective measures for workers involved in asbestos related work. Workers involved in lead work should be properly trained in lead safe work practices per SD requirements.

1.2.3 OSHA Regulations:

1926.20 General safety and health provisions.

1926.22 Recording and reporting injuries

1926.28 Personal Protective Equipment

1926.52 Occupational noise exposure

1926.95 Criteria for personal protective equipment

1926.103 Respiratory protection

1926.102 Eye and face protection

1926.101 Hearing protection

1926.501 Duty to have fall protection

1926.1101 Asbestos

1926.62 Lead

1.3 MEDICAL EXAMINATIONS

1.3.1 Provide medical examinations for all workers who will enter the work area for any reason.

Examination shall at a minimum, meet OSHA requirements as set forth in 29 CFR 1926. In addition, provide an evaluation of the individual's ability to work in environments capable of producing heat or cold stress in the worker.

1.4 SUBMITTALS PRIOR TO PROJECT START UP

1.4.1 Submit the following to the Owner/Designated Representative for review. Do not start work until the submittals are approved by Owner.

1.4.1.1 Submit a copy of the worker certifications as issued by the state of South Dakota.

1.4.1.2 Submit the report from medical examination conducted within last 12 months as part of compliance with OSHA medical surveillance requirements for each worker who is to enter the work area that they are approved for respiratory protection.

1.4.1.3 Submit a copy of the current respiratory protection program.

013529 - 2

PART 2 - PRODUCTS

2.1 EQUIPMENT

2.1.1 Protective Clothing – Asbestos Abatement

2.1.1.1 Coveralls: Provide and wear disposable full-body coveralls and disposable head covers and require that they be worn by all workers in the work area. Provide and wear a sufficient number of coveralls for all required changes for all workers in the work area for asbestos abatement.

2.1.1.2 Respiratory Protection: Provide and wear half-face or full-face type respirators. Provide at a minimum, HEPA type filters labeled with NIOSH and MSHA certification for “Radionucleides, Radon Daughters, Dusts and Mists”, and color coded in accordance with ANSI Z228.2 (1980). In addition, a chemical cartridge section may be added if required, for solvents, etc., in use. In this case, provide cartridges that have each section of the combination canister labeled with the appropriate color code and NIOSH/MSHA certification.

Non-permitted Respirators: Do not use single use, disposable or quarter-face respirators.

2.1.1.3 Boots: Provide and wear work boots with non-skid soles, and OSHA foot protectives for all workers. Paint uppers of all boots red with waterproof enamel. Do not allow boots to be removed from the work area for any reason after being contaminated with asbestos-containing material. Dispose of boots as asbestos-contaminated waste at the end of work.

2.1.1.4 Hard Hats: Provide and wear head protectives (hard hats) as required by OSHA for all workers, and provide 4 spares for use by Government's representative, and Government. Label hats with same warning labels as used on disposable bags. Require hard hats to be worn at all times that work is in progress that may potentially cause head injury. Provide and wear hard hats of type with plastic strap type suspension. Require hats to remain in the work area throughout the work. Thoroughly clean, decontaminate and bag hats before removing them from the work area at the end of the project.

2.1.1.5 Goggles: Provide and wear eye protectives (goggles) as required by OSHA for all workers in any activity which may potentially cause eye injury if not all ready wearing full-face respiratory protection. Thoroughly clean, decontaminate and bag goggles before removing them from the work area at the end of the work.

2.1.1.6 Gloves: Provide and wear work gloves to all workers and require that they be worn at all times in the work area. Do not remove gloves from work area and dispose of as asbestos contaminated waste at the end of the work when working inside asbestos abatement enclosures.

2.1.1.7 Hearing protection: Provide and wear hearing protection such as disposable ear plugs when operating noisy equipment.

Fort Thompson Education Building Demolition

Security Procedures tiffany.ewing Cross-Out tiffany.ewing Text Box We discussed earlier and this was to be changed to either remove Provide or to Contractor will provide

013529 - 3 Security Procedures

2.1.2 Protective Clothing – Lead Paint Stabilization, Removal of Chemical Containers, Working Around Mold Areas

2.1.2.1 Respiratory Protection – Provide and wear half mask HEPA filtered cartridge respirator as a minimum for lead stabilization work. N95 disposable respirators can be worn for debris removal.

2.1.2.2 Other protective equipment – Same as with Asbestos Abatement.

PART 3 - EXECUTION

3.1 GENERAL

3.1.1 Provide and wear worker protection as required by the most stringent OSHA and/or EPA standards applicable to the work. The following procedures are minimums to be adhered to regardless of fiber count in the work area.

3.1.2 Each time work area is entered remove all street clothes in the changing room of the personnel decontamination unit and put on new disposable coveralls, new head cover, and a clean respirator.

Proceed through shower room to equipment room and put on work boots.

3.2 DECONTAMINATION PROCEDURES – FULL ENCLOSURE

3.2.1 When exiting area, remove disposable coveralls, disposable head covers, and disposable footwear covers or boots in the equipment room. Still wearing respirators, proceed to showers.

Showering is mandatory. Care must be taken to follow reasonable procedures in removing the respirator to avoid asbestos fibers while showering. The following procedure is required as minimum:

3.2.1.1 When exiting area, remove disposable coveralls, disposable head covers, and disposable footwear covers or boots in the equipment room.

3.2.1.2 Still wearing respirators, proceed to showers. Showering is mandatory. Care must be taken to follow reasonable procedures in removing the respirator to avoid asbestos fibers while showering. The following procedure is required as a minimum:

Thoroughly wet body including hair and face. If using a powered air-purifying respirator (PAPR) hold blower unit above head to keep canisters dry. With respirator still in place, thoroughly wash body, hair, respirator face piece and all parts of the respiratory except the blower unit and battery pack on PAPR. Pay particular attention to seal between face and respirator and under straps. Take a deep breath, hold it and/or exhale slowly, completely wet hair, face, and respirator. While still holding breath, remove respirator and hold it away from face before starting to breath. Carefully wash facepiece of respirator inside and out.

3.2.1.3. If using PAPR, shut down in the following sequence. First cap inlets to filter cartridges, then turn off blower unit (this sequence will help keep debris which as collected on the inlet side of filter from dislodging and contaminating the outside of the unit). Thoroughly wash blower unit and hoses. Carefully wash battery pack with wet rag. Be extremely cautious of getting water in battery pack as this will short out and destroy battery.

3.2.1.4 Shower completely with soap and water. Rinse thoroughly. Rinse shower room walls and floor prior to exit. Proceed from shower to changing room and change into street clothes or into new disposable work items.

013529 - 4 Security Procedures

3.3 OUTDOOR WORK/REMOTE DECONTAMINATION UNIT

3.3.1 Workers can double suit and use a remote decontamination unit for any outdoor work.

3.3.2 This is a demolition project involving work in a number of small buildings without heat, water, or electrical power. The Contractor can establish a remote decontamination unit to fulfill decontamination obligations under this section. The location of this unit shall be away from any residential houses, preferably centrally located amongst the buildings.

3.4 PERSONAL HYGIENE

3.4.1 Workers shall NOT eat, drink, smoke, chew gum, tobacco in the work area. Follow established rules for this project concerning where breaks are taken and where smoking is allowed.

END OF SECTION

013553 - 1 Security Procedures

1.01 RELATED REQUIREMENTS

SECTION 013553

SECURITY PROCEDURES

A. Section 011000 - Summary: use of premises and occupancy.

B. Section 015000 - Temporary Facilities and Controls: site fence.

1.02 ENTRY CONTROL

A. Restrict entrance of persons and vehicles into Project site and existing facilities.

B. Allow entrance only to authorized persons with proper identification.

C. Maintain log of workers and visitors, make available to Owner on request.

D. Owner will control entrance of persons and vehicles related to Owner's operations.

1.03 PERSONNEL IDENTIFICATION

A. Provide identification badge to each person authorized to enter premises. Coordinate badges with Owner's requirements.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

END OF SECTION

014000 - 1 Quality Requirements

1.01 SECTION INCLUDES

A. Submittals.

B. Quality assurance.

SECTION 014000

QUALITY REQUIREMENTS

C. References and standards.

D. Testing and inspection agencies and services.

E. Contractor's construction-related professional design services.

F. Contractor's design-related professional design services.

G. Control of installation.

H. Defect Assessment.

1.02 RELATED REQUIREMENTS

A. Section 014216 - Definitions.

1.03 REFERENCE STANDARDS

A. ASTM C1077 - Standard Practice for Agencies Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Testing Agency Evaluation 2017.

B. ASTM D3740 - Standard Practice for Minimum Requirements for Agencies Engaged in the

Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction 2019.

C. ASTM E329 - Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection 2020.

D. ASTM E543 - Standard Specification for Agencies Performing Nondestructive Testing 2015.

E. IAS AC89 - Accreditation Criteria for Testing Laboratories 2018.

1.04 DEFINITIONS

A. Contractor's Quality Control Plan: Contractor's management plan for executing the

Contract for Construction.

B. Design Data: Design-related, signed and sealed drawings, calculations, specifications, certifications, shop drawings and other submittals provided by Contractor, and prepared directly by, or under direct supervision of, appropriately licensed design professional.

1.05 CONTRACTOR'S CONSTRUCTION-RELATED PROFESSIONAL DESIGN SERVICES

A. Coordination: Contractor's professional design services are subject to requirements of project's Conditions for Construction Contract.

B. Provide such engineering design services as may be necessary to plan and safely conduct certain construction operations, pertaining to, but not limited to the following:

1. Temporary sheeting, shoring, or supports.

2. Temporary scaffolding.

3. Temporary bracing.

4. Temporary falsework for support of spanning or arched structures.

5. Temporary foundation underpinning.

6. Temporary stairs or steps required for construction access only.

7. Temporary hoist(s) and rigging.

8. Investigation of soil conditions to support construction equipment.

1.06 CONTRACTOR'S DESIGN-RELATED PROFESSIONAL DESIGN SERVICES

A. Coordination: Contractor's professional design services are subject to requirements of project's Conditions for Construction Contract.

B. Base design on performance and/or design criteria indicated in individual specification sections.

Crow Creek Elementary School 014000 - 2 Quality Requirements

C. Scope of Contractor's Professional Design Services: Provide for the following items of work:

1. Design of Structural Fill: As described in Section 312323 - Fill.

1.07 SUBMITTALS

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

B. Designer's Qualification Statement: Submit for Architect's knowledge as contract administrator, or for Owner's information.

1. Include information for each individual professional responsible for producing, or supervising production of, design-related professional services provided by Contractor.

a. Full name.

b. Professional licensure information.

c. Statement addressing extent and depth of experience specifically relevant to design of items assigned to Contractor.

1.08 QUALITY ASSURANCE

A. Testing Agency Qualifications:

1. Prior to start of work, submit agency name, address, and telephone number, and names of full-time registered Engineer and responsible officer.

2. Qualification Statement: Provide documentation showing testing laboratory is accredited under IAS AC89.

B. Designer Qualifications: Where professional engineering design services and design data submittals are specifically required of Contractor by Contract Documents, provide services of a Professional Engineer experienced in design of this type of work and licensed in South Dakota.

C. Contractor's Quality Control (CQC) Plan:

1. Prior to start of work, submit a comprehensive plan describing how contract deliverables will be produced. Tailor CQC plan to specific requirements of the project.

Include the following information:

a. Management Structure: Identify personnel responsible for quality. Include a chart showing lines of authority.

b. Management Approach: Define, describe, and include in the plan specific methodologies used in executing the work.

1) Management and control of documents and records relating to quality.

2) Communications.

3) Coordination procedures.

4) Inspection and testing procedures and scheduling.

5) Tracking deficiencies from identification, through acceptable corrective action, and verification.

c. Owner will not make a separate payment for providing and maintaining a Quality

Control Plan. Include associated costs in Bid price.

d. Acceptance of the plan is required prior to start of construction activities not including mobilization work. Owner's acceptance of the plan will be conditional and predicated on continuing satisfactory adherence to the plan. Owner reserves the right to require Contractor to make changes to the plan and operations, including removal of personnel, as necessary, to obtain specified quality of work results.

1.09 TESTING AND INSPECTION AGENCIES AND SERVICES

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

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

C. Contractor Employed Agency:

1. Testing agency: Comply with requirements of ASTM E329, ASTM E543, ASTM C1077, and ASTM D3740.

2. Inspection agency: Comply with requirements of ASTM D3740.

PART 2 NOT USED

014000 - 3 Quality Requirements

2.01 CONTROL OF INSTALLATION

A. Monitor quality control over suppliers, products, services, site conditions, and workmanship, to produce work of specified quality.

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

C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Architect before proceeding.

D. Comply with specified standards as minimum quality for the work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

E. Have work performed by persons qualified to produce required and specified quality.

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

G. Secure work in place with processes and devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement.

2.02 TESTING AND INSPECTION

A. Testing Agency Duties:

1. Provide qualified personnel at site. Cooperate with Architect and Contractor in performance of services.

2. Perform specified sampling and testing of products in accordance with specified standards.

3. Ascertain compliance of materials and mixes with requirements of Contract

Documents.

4. Promptly notify Architect and Contractor of observed irregularities or non-compliance of Work or products.

5. Perform additional tests and inspections required by Architect.

6. Submit reports of all tests/inspections specified.

B. Limits on Testing/Inspection Agency Authority:

1. Agency may not release, revoke, alter, or enlarge on requirements of Contract

Documents.

2. Agency may not approve or accept any portion of the Work.

3. Agency may not assume any duties of Contractor.

4. Agency has no authority to stop the Work.

C. Contractor Responsibilities:

1. Deliver to agency at designated location, adequate samples of materials proposed to be used that require testing, along with proposed mix designs.

2. Cooperate with laboratory personnel and provide access to the Work.

3. Provide incidental labor and facilities:

a. To provide access to Work to be tested/inspected.

b. To obtain and handle samples at the site or at source of Products to be tested/inspected.

c. To facilitate tests/inspections.

d. To provide storage and curing of test samples.

4. Notify Architect and laboratory 24 hours prior to expected time for operations requiring testing/inspection services.

5. Employ services of an independent qualified testing laboratory and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements.

6. Arrange with Owner's agency and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements.

D. Re-testing required because of non-compliance with specified requirements shall be performed by the same agency on instructions by Architect.

E. Re-testing required because of non-compliance with specified requirements shall be paid for by Contractor.

Fort Thompson Education

PART 3 EXECUTION

014000 - 4 Quality Requirements

A. Replace Work or portions of the Work not complying with specified requirements.

END OF SECTION

Fort Thompson Education

2.03 DEFECT ASSESSMENT

014216 - 1 Definitions

1.01 SUMMARY

SECTION 014216

DEFINITIONS

A. This section supplements the definitions contained in the General Conditions.

B. Other definitions are included in individual specification sections.

1.02 DEFINITIONS

A. Furnish: To supply, deliver, unload, and inspect for damage.

B. Install: To unpack, assemble, erect, apply, place, finish, cure, protect, clean, start up, and make ready for use.

C. Demolish: To deconstruct/disassemble and remove from the project premises to a suitable and legally authorized waste facility.

D. Product: Material, machinery, components, equipment, fixtures, and systems forming the work result. Not materials or equipment used for preparation, fabrication, conveying, or erection and not incorporated into the work result. Products may be new, never before used, or re-used materials or equipment.

E. Project Manual: The book-sized volume that includes the procurement requirements (if any), the contracting requirements, and the specifications.

F. Provide: To furnish and install.

G. Supply: Same as Furnish.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

END OF SECTION

Remediation Quality Control – Testing and Inspection

014523 - 1

SECTION 014523

REMEDIATION QUALITY CONTROL – TESTING AND INSPECTION

PART 1 – GENERAL

1.1 DESCRIPTION

1.1.1 Work under this section includes the Owner supplied industrial hygiene services during remediation activities and for determination of final clearance after asbestos removal and lead control/remediation actions.

1.2 RELATED WORK SPECIFIED ELSEWHERE

1.2.1 Section 02 83 13 – LEAD HAZARD CONTROL ACTIONS

1.2.2 Section 02 82 33 – REMOVAL AND DISPOSAL OF ASBESTOS CONTAINING MATERIALS

1.2.3

1.3

Section 02 81 00 – REGULATED MATERIAL REMEDIATION/

REMOVAL QUALIFICATIONS OF COMPETENT PERSON

1.3.1 A full-time competent person will be on-site during the remediation portion of the demolition to verify removal of regulated materials from the buildings prior to releasing them for re-entry and demolition. The Owner reserves the right to require the Contractor to provide a third party to fulfill this role.

1.3.2 Competent person qualifications – minimum qualifications for competent person is certified SD asbestos inspector with competency in asbestos air monitoring procedures, an EPA tribal lead risk assessor or EPA lead supervisor, and competency in evaluating in managing other regulated materials that will be encountered including chemical containers, PCB ballasts, electronics, etc. A resume of the chosen individual needs to be provided with the submittals to verify the proposed individual meets the definition of a competent person.

1.4 GENERAL CONTROL – ASBESTOS REMOVAL

1.4.1 This section sets forth airborne fiber levels both inside and outside the work area and general clean-up parameters for each phase of asbestos removal.

1.4.2 The competent individual will monitor work practices, methods, and procedures to assure compliance with these specifications, approved work plans, or other applicable standards. The competent individual will have the authority to require changes in work practices where he/she deems current practices are not appropriate.

1.4.3 The contractor is not allowed to conduct abatement activity without the competent individual on-site.

1.4 AIR MONITORING – ASBESTOS REMOVAL

1.4.1 The purpose of the air monitoring will be to detect faults in the work area isolation such as the following:

1.4.1.1 Contamination of the building outside of the work area with airborne fibers.

1.4.1.2 Failure of filtration or rupture in the negative pressure system.

1.4.1.3 Contamination of the exterior of the building with airborne fibers.

014523 - 2

1.4.2 Should any of the above occur, the contractor shall immediately cease asbestos abatement activities until the fault is corrected. Work shall not commence until authorized by owner's representative.

1.4.3 The purpose of this air monitoring will be to detect airborne fiber counts which may significantly

1.5 challenge the ability of the work area isolation procedures to protect the balance of the building or outside of the building from contamination by airborne fibers. Approval of the completion of initial and final cleaning stages will include acceptable airborne fiber levels.

AIRBORNE FIBER COUNT LEVELS INSIDE WORK AREA – ASBESTOS REMOVAL

1.5.1 Maintain an airborne count in the work area of less than levels specified in Item 1.10 of this section. If the fiber counts rise above these levels for any sample taken, revise work procedures to lower fiber counts. If two consecutive fiber counts for any two work shifts or 16 hour period exceed the specified levels, stop asbestos removal, use dust control measures to reduce airborne fiber levels, and check individual negative air systems for operating conditions.

Do not recommence removal of asbestos until authorized in writing by owner's representative.

1.6 AIRBORNE FIBER COUNT LEVELS OUTSIDE THE WORK AREA INSIDE THE BUILDING

OR OUTSIDE THE BUILDING AT HEPA EXHAUST

1.6.1 The contractor shall cease asbestos removal in the event that any two air samples, collected either simultaneously or consecutively inside the building outside the enclosure or at HEPA exhaust exceed: fiber levels of 0.01 f/cc, or average fiber levels determined by preliminary baseline sampling.

1.6.2 Elevated fiber levels in the vicinity of HEPA exhaust requires the contractor to individually shutdown and inspect the negative pressure filtration systems. The inspection includes verifying that all controls and alarms are functional and that the primary HEPA filter is in place.

Written verification is required by the beginning of the proceeding work shift.

1.6.3 Appropriate respiratory protection shall be worn in affected area until area is cleared for re-occupancy.

1.6.4 Leave critical barriers in place until completion of work and ensure that the operation of the differential pressure system in the work area results in a flow of air from the balance of the building into the affected area.

1.6.5 If the exit from the clean room of the personnel decontamination unit enters the affected area, establish a temporary decontamination facility consisting of a shower room and changing room.

After cleaning and decontamination of the affected area, remove the shower room and leave the changing room in place as an air lock.

1.6.6 After certification of visual inspection in the work area, remove critical barriers separating the work area from the affected area. Final air samples will be taken within the entire area for final work area clearance.

1.7 ANALYTICAL METHODS - ASBESTOS

1.7.1 ASBESTOS - Preliminary (baseline), general, and final clearance samples will be collected and analyzed in accordance to OSHA/NIOSH Method 7400 A using PCM. Analysis will be done in an AIHA accredited laboratory or by an AIHA asbestos registry participant.

014523 - 3

1.8.1 From start of work through completion, the owner may take as many samples as he/she deems necessary to assure compliance with these specifications. Generally, five to nine samples will be collected on a daily basis. Samples will be taken inside the work area outside the work area but inside the building and outside the building.

1.9 PERSONAL MONITORING - ASBESTOS

1.9.1 Perform air monitoring as required to meet OSHA requirements for maintenance of time-weighted average (TWA) fiber counts for types of respiratory protection provided. The owner will not be performing air monitoring to meet these OSHA requirements. Results of OSHA monitoring will be made available to the owner within 24 hours of receipt of the results.

1.10 CRITERIA - ASBESTOS

ACTIVITY MAXIMUM ALLOWABLE LEVEL

Preliminary Background

Inside removal area during preparation 0.05 f/cc

Inside full containment area during gross removal 0.5 f/cc

During glovebag removal without mini-enclosure 0.01 f/cc

During wrap and cut procedures for pipe fittings 0.01 f/cc

Inside removal area during final clean 0.02 f/cc

Outdoor Work >0.01 f/cc

1.11 LABORATORY/ON-SITE IH QUALIFICATIONS

1.11.1 Asbestos Laboratory

NIST NVLAP accredited laboratory for any bulk asbestos analysis.

AIHA IHLAP accredited laboratory or AIHA registered analyst for PCM asbestos air analysis.

1.11.2 On-Site IH

On-site IH shall be a certified SD air monitoring professional having completed a NIOSH 582 class and enrolled in the AIHA asbestos registry (if on site analysis is being performed).

1.12 LEAD MONITORING

Sampling for lead requires collection of an air sample and submission to the laboratory for lead analysis. This results in a delay in getting results to make engineering changes. The following sampling scheme will be followed for lead:

1.12.1 Real time dust monitoring – will be performed using an AM510 digital dust monitor or equivalent with a detection limit of 0.001 mg/m3 and data logging capabilities. The current lead exposure limit is 0.05 mg/m3 . Using a safety factor of 5 and assuming all dust is lead dust, a maximum dust level of 0.01 mg/m3 difference between upwind and downwind levels will be utilized as an action level to trigger review of dust control during lead work.

Fort Thompson Education

1.8 SAMPLES - ASBESTOS

014523 - 4

1.12.2 Time Weighted Average (TWA) Lead monitoring – will be performed using vacuum pumps onto filter media with analysis done in a certified laboratory using ICP methodology. 48 hour turnaround will be requested.

PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION

3.1 ADDITIONAL TESTING

The contractor may conduct his/her own air monitoring and laboratory testing beyond the scope of this section. If he/she elected to do this, the cost of such air monitoring and laboratory testing shall be included in the contract sum. Results of such testing shall be made available to the owner.

3.2 PERSONAL MONITORING

PERFORM AIR MONITORING AS REQUIRED TO MEET OSHA REQUIREMENTS FOR

MAINTENANCE OF TIME WEIGHTED AVERAGE (TWA) FIBER COUNTS FOR TYPES OF

RESPIRATORY PROTECTION PROVIDED IN CASE OF ASBESTOS ABATEMENT.

END OF SECTION

Temporary Facilities and Controls

015000 - 1

PART 1 GENERAL

SECTION 015000

TEMPORARY FACILITIES AND CONTROLS

1.01 SECTION INCLUDES

A. Dewatering B. Temporary sanitary facilities.

C. Temporary Controls: Barriers, enclosures, and fencing.

D. Security requirements.

E. Vehicular access and parking.

F. Waste removal facilities and services.

G. Project identification sign.

H. Field offices.

1.02 RELATED REQUIREMENTS

A. Section 013553 - Security Procedures C. Section 015216 – Remediation Temporary Facilities B. Section 015813 - Temporary Project Signage.

1.03 DEWATERING

A. Provide temporary means and methods for dewatering all temporary facilities and controls.

1.04 TEMPORARY UTILITIES

A. Provide and pay for all electrical power, lighting, water, heating and cooling, and ventilation required for construction purposes.

B. Existing facilities may not be used without written permission of the Owner.

1.05 TEMPORARY SANITARY FACILITIES

A. Provide and maintain required facilities and enclosures. Provide at time of project mobilization.

B. Use of existing facilities is not permitted.

C. Maintain daily in clean and sanitary condition.

1.06 BARRIERS

A. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas that could be hazardous to workers or the public, to allow for owner's use of site and to protect existing facilities and adjacent properties from damage from construction operations and demolition.

B. Provide barricades and covered walkways required by governing authorities for public rights-of-way.

C. Provide protection for plants designated to remain. Replace damaged plants.

D. Protect non-owned vehicular traffic, stored materials, site, and structures from damage.

1.07 FENCING

A. Construction: Commercial grade chain link fence.

B. Provide 6 foot (1.8 m) high fence around construction site; equip with vehicular and pedestrian gates with locks.

1.08 SECURITY - SEE SECTION 013553

A. Provide security and facilities to protect Work, existing facilities, and Owner's operations from unauthorized entry, vandalism, or theft.

1.09 VEHICULAR ACCESS AND PARKING

A. Coordinate access and haul routes with governing authorities and Owner.

B. Provide and…