Attachment 3 Specifications.pdf

WATER SYSTEM RENOVATION

FORT SIMCOE JOB CORPS CCC

01 01 50 – 1

GENERAL REQUIREMENTS

FORT SIMCOE JOB CORPS CIVILIAN CONSERVATION CENTER

SECTION 01 01 50 GENERAL REQUIREMENTS

SECTION 02 41 16 SELECTIVE DEMOLITION

SECTION 03 30 00 CAST-IN-PLACE CONCRETE

SECTION 26 05 00 GENERAL ELECTRICAL REQUIREMENTS

SECTION 26 05 19 LOW VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLE

SECTION 26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

SECTION 26 05 33 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

SECTION 26 05 43 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS

SECTION 26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS

SECTION 26 08 00 COMMISSIONING OF ELECTRICAL SYSTEMS

26 08 00 -1. MOTOR DATA FORM:

THE FOLLOWING INFORMATION IS REQUIRED FOR HIGH EFFICIENCY MOTORS ONLY:

26 08 00 -2. INSTALLED MOTOR TEST FORM:

26 08 00 -3 WIRING AND INSULATION RESISTANCE TEST DATA FORM:

26 08 00 - 4.1 METERING PUMP INSTALLED TEST FORMS:

26 08 00 - 4.2 METERING PUMP INSTALLED TEST FORMS

SECTION 31 05 13 SOILS FOR EARTHWORK

SECTION 31 05 16 AGGREGATES FOR EARTHWORK

SECTION 31 23 17 TRENCHING

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31 25 13 EROSION CONTROLS

SECTION 32 11 23 AGGREGATE BASE COURSES

SECTION 32 12 16 ASPHALT PAVING

SECTION 33 11 16 SITE WATER UTILITY DISTRIBUTION

SECTION 33 11 18 SITE WELL AND RESERVOIR IMPROVEMENTS

SECTION 33 12 13 WATER SERVICE CONNECTIONS

SECTION 33 12 16 WATER UTILITY DISTRIBUTION VALVES

SECTION 33 12 19 WATER UTILITY DISTRIBUTION FIRE HYDRANTS

SECTION 33 13 00 DISINFECTING OF WATER UTILITY DISTRIBUTION

SECTION 40 61 00 PROCESS CONTROL SYSTEM GENERAL PROVISIONS

SECTION 40 61 06 INSTRUMENT LOOP TESTING FORMS

40 61 06 - 1. INSTALLED ANALOG INSTRUMENT TEST FORM:

40 61 06 - 2. INSTALLED DISCRETE INSTRUMENT TEST FORM:

SECTION 40 63 43 PROGRAMMABLE LOGIC CONTROLLER (PLC)

SECTION 40 66 00 NETWORK AND COMMUNICATION EQUIPMENT

40 70 00 INSTRUMENTATION FOR PROCESS SYSTEMS

SECTION 40 72 00 LEVEL MEASUREMENT

SECTION 40 73 00 PRESSURE MEASUREMENT

SECTION 40 78 00 PANEL MOUNTED COMPONENTS

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SECTION 01 01 50 GENERAL REQUIREMENTS

PART 1 – SUMMARY OF WORK

1.1 DESCRIPTION

A. Work for this project requires the contractor to be responsible for supplying all labor, materials, equipment, utilities, miscellaneous items, freight and delivery and all necessary valid licenses for the work summarized as follows:

1. Construct new 6” water main by open excavation Construction includes removal and replacement of existing fire hydrants, installation of new fire hydrant assemblies, installation of gate valves for water main isolation, upgrading potable water reservoir and well instrumentation, and upgrading three wells, replacing service connections to buildings on campus, reconnection of irrigation piping and replacement of backflow devices.

1.2 LOCATION

A. This project is located at the Fort Simcoe Job Corps Civilian Conservation Center located approximately 9 miles from White Swan, WA in Yakima County. The address is 40 Abella Lane, White Swan, WA 98952. Driving instructions can be obtained from the Center by calling 509-874-2244.

1.3 PROJECT SCHEDULING

A. Work hours for this project are between 8:00 AM-4:30 PM Monday through Friday. Utility interruptions need to be coordinated with the Center a minimum of 3 days prior.

1.4 USE OF PREMISES

A. Confine constructions operations to immediate area of work. Do not disturb portions of Project site beyond areas in which the Work is indicated.

B. Government will occupy site and buildings during entire construction period. Cooperate with Government during construction operations to minimize conflicts and facilitate Government usage. Perform the work so as not to interfere with Government's day-to-day operations.

C. Keep driveways, parking areas, loading areas and entrances to buildings clear and available to Government, Government's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Government and authorities having jurisdiction.

D. A staging area has been designated in the plans for use by the Contractor. All staging and equipment shall be restricted to this area during non-working hours.

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E. The work includes the replacement of an active potable water system. The Contractor shall provide 3 days notice and place door hangers on affected buildings 24 hours before stopping service. All service of existing buildings will need to be reinstated by the end of the day unless the Government approves a longer period of outage.

1.5 DEFINITIONS

A. The following terms in any combination relating to the installation of products/materials:

install, furnish, provide, or similar statements; mean that the contractor is responsible for the procurement and installation of the products unless it is specifically designated as either a government furnished item, supply only product, or spare.

1.6 INCIDENTAL CONSTRUCTION

A. Performance of the specific tasks indicated in the plans and specifications may require incidental construction including that is not specifically included in drawings and specification but not limited to: provision of temporary shoring or supports, installation and subsequent removal of temporary access points, removal and reinstallation or relocation of items not designated for replacement as required for work or equipment clearance or as a precautionary protective measure. Disconnection of supporting or interconnection equipment between different systems and reconnection to new equipment as applicable to specific project requirements; examples include but are not limited to:

fire alarm components and interconnection/control for HVAC air handling equipment, cleaning chemical equipment for dishwashers, electric bonding for conductive water piping replacement, etc. In all cases the contractor shall be responsible for removal of temporary works, reinstallation of temporarily relocated items, or reconstruction of items selectively demolished for incidental construction purposes in a neat workman like manner, that matches existing finishes, quality standards, and code requirements unless the Contracting Officer specifically authorizes incidental construction to be incorporated into the finished work or items removed for coordination purposes to not be re-installed or reconstructed. The Contractor shall provide turn-key fully operational and finished installations unless the drawings and specifications specifically indicate otherwise.

1.7 STANDARDS AND CODES

A. All contract work shall adhere to the most recent version of:

1. All the International Code Council Family of codes (ICC) e.g. International

Building Code (IBC), International Fire Code (IFC), and International Mechanical Code (IMC).

2. All National Fire Protection Association (NFPA) codes and Standards e.g. , NFPA 70: National Electrical Code (NEC), NFPA 1: Fire Code, and NFPA 101- Life Safety Code.

3. Architectural Barriers Act Standards (ABA or ABAAS).

4. Product Manufacturer’s installation instructions.

1.8 WORK RESTRICTIONS

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A. Smoking is not permitted within the buildings or within 25 feet (8 m) of entrances, operable windows, or outdoor air intakes.

1.9 PERMITS

A. State Electrical Inspection is required for this project. Obtain permits for electrical work if the State Electrical Inspector requires a permit to do the inspection.

1.10 SCHEDULE OF ITEMS

A. Schedule of Items: The project Schedule of Items includes several sections to organize the work into Base Items and Optional Items.

1. Provide pricing for all items listed in the Schedule of Items.

2. Contract award will be made for all Base Items.

3. Optional items are also to be included in the bid. Award of the optional items will be based on the available budget for the project.

B. Base Items (BI):

1. Base Item No. 1- Mobilization

a. Measurement: This item is measured as a Lump Sum quantity.

b. Payment: The contract lump sum price as shown in the Schedule of Items shall include the mobilization and demobilization of the contractor’s forces and equipment necessary for performing the work required under the contract at the time of award. It does not include mobilization and demobilization for specific items of work for which payment is provided elsewhere in the contract.

1) Payment will be made as the work proceeds, after presentation of paid invoices or documentation of direct costs by the contractor showing specific mobilization and demobilization costs and supporting evidence of the charges of suppliers, subcontractors, and others. Payment of the lump sum contract price for mobilization and demobilization will constitute full compensation for completion of the work.

2) Payment will not be made under this item for the purchase costs of materials having a residual value, the purchase costs of materials to be incorporated in the project, or the purchase costs of operating supplies.

2. Base Item No. 2- Erosion Controls

a. Measurement: Payment for control of water and erosion shall be paid as a lump sum item, regardless of the amount of water or facilities constructed.

b. Payment: The contract lump sum price as shown in the Schedule of Items shall include all earthwork, sediment control means and devices, and all other material, equipment and operations necessary for control of all ground and surface water.

This bid item shall also include installation of all erosion control measures. Payment shall be made at 50% for installation and the remainder paid in equal monthly increments until construction completion and removal of controls.

3. Base Item No. 3 – Utility Locates

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b. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals for all private utility locates.

4. Base Item No. 4 – Construction Signage

a. Measurement: This item is measured as a Lump Sum quantity.

b. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals to provide, install, relocate and remove construction signage, barricades and other warning devices.

5. Base Item No. 5 – Construct 6” C900 PVC Waterline – Open Excavation

a. Measurement: This item is measured as a Lump Sum quantity..

b. Payment: The contract price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals for trench excavation, bedding and backfill, fittings, thrust restraints, connections to existing water services, installation of locate wire and warning tape, disinfection and testing. Open excavation and water line replacement is anticipated in roadway crossings.

6. Base Item No. 6 – Not Used.

7. Base Item No. 7 – Water Service Replacement – Building (all sizes)

a. Measurement: This item is measure on a per each basis.

b. Payment: The contract price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals for installation of new building water service, including excavation, service line connection to new water main and reconnection to existing building service line, corp stop, accessories, backfill, disinfection and testing. Note that existing water service entrance locations are not based on “as-built drawings” as such, the contractor shall locate the existing service lines (bid item 3) and adjust service replacement as required to these field verified locations.

8. Base Item No. 8 – Pavement Restoration

a. Measurement: This item is measured as a Lump Sum quantity.

b. Payment: The contract price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals for restoration of disturbed pavement due to utility crossings of streets, including sawcutting, removal and off-site disposal of existing pavement, tacking edges, new crushed surfacing base and top course, and new asphalt.

9. Base Item No. 9 – 4” Sidewalk Replacement

a. Measurement: This item is measured as a Lump Sum quantity.

b. Payment: The contract price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals for restoration of disturbed sidewalk due to utility crossings of sidewalks, including sawcutting, removal and off-site disposal of existing sidewalk, nstallation and compaction, and installation, curing and protection of new concrete.

10. Base Item No. 10 – Fire Hydrant

a. Measurement: This item is measured on a per each basis.

b. Payment: The contract price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals for installation of fire hydrant assemblies per plans, including removal and disposal of existing hydrant, excavation, accessories, 2 operator wrenches, isolation valves, provision, installation, backfill, disinfection and testing.

11. Base Item No. 11 – 6” Gate Valve with Restrained Joints

a. Measurement: This item is measured by the per each basis.

b. Payment: The contract price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals for installation of gate valves per plans

01 01 50 – 7 including excavation, valve, valve box, bolt down locking lids, 2 operator wrenches, accessories, backfill, disinfection and testing.

12. Base Item No. 12 – Backflow Prevention Valve for Irrigation (up to 3-inch)

a. Measurement: This item is measured on a per each basis.

b. Payment: The contract price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals for installation of backflow prevention valves, including excavation, removal of miscellaneous valves and irrigation boxes as directed by the CO, service line connection from new water main to new backflow prevention valve, valve, valve box, accessories, reconnection to existing irrigation line, backfill, disinfection and testing.

13. Base Item No. 13 - Backflow Prevention Valve for Irrigation (4-inch)

a. Measurement: This item is measure on a per each basis.

b. Payment: The contract price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals for installation of backflow prevention valves, including excavation, removal of miscellaneous valves and irrigation boxes as directed by the CO, service line connection from new water main to new backflow prevention valve, valve, valve vault, accessories, reconnection to existing irrigation line, backfill, disinfection and testing.

14. Base Item No. 14 – Asbestos Cement Pipe Removal and Disposal

a. Measurement: This item is measured as a Lump Sum quantity, regardless of the amount of Asbestos Cement Pipe removed and disposed.

b. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals required for cutting, plugging, grouting, removing, handling, cleanup and disposal of asbestos cement pipe in accordance with the Washington State Department of Labor and Industries requirements.

15. Base Item No. 15 – Instrumentation Upgrades

a. Measurement: This item is measured as a Lump Sum quantity.

b. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals required for instrumentation upgrades at Well 1, Well 2, Well 3, potable water reservoir, maintenance building as shown on the plans or described in these documents, including testing and startup of equipment, operating manuals, programs and O&M manuals.

16. Base Item No. 16 – Water Sampling Stations

a. Measurement: This item is measured on a per each basis.

b. Payment: The contract price as shown on the Schedule of Items includes all materials, equipment, labor and incidentals required for the installation of water test stations as shown on Drawings.

17. Base Item No. 17 – Well 1 Upgrades

a. Measurement: This item is measured as a Lump Sum quantity.

b. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals required for the project including but not limited to the following upgrades at Well 1:

1) Replace existing chemical injection pump with new chemical injection pump.

2) Connect new water main pipes to existing well piping a minimum of five (5) feet outside of exterior wall of well house.

3) Replace existing water meter with new electromagnetic flow meter.

4) All additional plumbing and mechanical work required as shown in the plans, all disinfection as required in the contract documents.

18. Base Item No. 18 – Well 2 Upgrades

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b. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals required for the project including but not limited to the following upgrades at Well 2:

1) Replace existing chemical injection pump with new chemical injection pump, using existing chemical injection quill. Install new tubing with insulation from new injection pump to existing chlorine injection quill.

2) Replace existing water meter with new electromagnetic flow meter.

3) Install sampling station with unthreaded nozzle a minimum of ten (10) feet outside of exterior wall of well house.

4) Connect new water main pipes to existing well piping a minimum of five (5) feet outside of exterior wall of well house.

5) All additional plumbing and mechanical work required as shown in the plans, all disinfection as required in the contract documents.

19. Base Item No. 19 – Well 3 Upgrades

a. Measurement: This item is measured as a Lump Sum quantity.

b. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals required for the project including but not limited to the following upgrades at Well 3:

1) Install new chemical injection pump, pipe/tubing, and chemical injection quill.

2) Replace existing water meter with new electromagnetic flow meter.

3) Connect new water main pipes to existing well piping a minimum of five (5) feet outside of exterior wall of well house.

4) All additional plumbing and mechanical work required as shown in the plans, all disinfection as required in the contract documents.

20. Base Item No. 20 – Reservoir Improvements

a. Measurement: This item is measured as a Lump Sum quantity.

b. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals required for the project including but not limited to the following Reservoir Improvements:

1) Add neoprene gasket to access hatch of south Tank

2) Replace existing air valve with new combination air and vacuum relief valve.

3) Install Ultrasonic level sensor as described in the Instrumentation and Control specifications

4) Connect new water main pipes to existing water tank supply line piping a minimum of five (5) feet outside of exterior wall of each water tank.

21. Base Item No. 21 – Fill Station Improvements

a. Measurement: This item is measured as a Lump Sum quantity.

b. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals required for the project including but not limited to the following Fill Station Improvements:

1) Replace two existing valve boxes with new valve boxes flush with ground and bolted covers.

2) Install new 4” gate valve; install camlock fitting

3) Provide rodent screen on end of discharge line (at existing gravel basin).

22. Base Item No. 22 –Not Used.

23. Base Item No. 23 – 8” Gate Valve with Restrained Joints

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a. Measurement: This item is measured by the per each basis.

b. Payment: The contract price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals for installation of gate valves per plans including excavation, valve, valve box, bolt down locking lids, 1 operator wrench, accessories, backfill, disinfection and testing.

24. Base Item No. 24 – TERO Tax

a. Measurement: This item is measured as a Lump Sum quantity.

b. Payment: The contract lump sum price as shown in the Schedule of Items includes payment for Tribal Employment Rights Ordinance as a fee required to be paid directly to the Yakama Tribe. This will be a direct reimbursement to the contractor without markup.

C. Optional Items (OI):

1. Optional Item No. A1- Construct 6” C900 PVC Waterline

a. Measurement: This item is measured as a Lump Sum quanity.

b. Payment: The contract price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals for trench excavation, bedding and backfill, fittings, thrust restraints, connections to existing water services, installation of locate wire and warning tape, disinfection and testing.

2. Optional Item No. A2- Gate Valve with Restrained Joints

a. Measurement: This item is measured on a per each basis.

b. Payment: The contract price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals for installation of gate valves per plans including excavation, valve, valve box, bolt down locking lids, accessories, backfill, disinfection and testing.

3. Optional Item No. A3 – Pavement Restoration

a. Measurement: This item is measured as a Lump Sum quantity.

b. Payment: The contract price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals for restoration of disturbed pavement due to utility crossings of streets, including sawcutting, removal and off-site disposal of existing pavement, tacking edges, new crushed surfacing base and top course, and new asphalt.

PART 2 – SUBMITTAL PROCEDURES

2.1 DEFINITIONS

A. Action Submittals: Written and graphic information that requires Government approval.

B. Informational Submittals: Written information that does not require Government approval.

Submittals may be rejected for not complying with requirements.

2.2 PROCEDURES

A. Contractor Responsibilities

1. Contractor shall coordinate with CO for use of an electronic submittal tracking program, such as ProCore. Contractor shall use submittal tracking program for all submittals.

2. Review each submittal and check for compliance with the Contract Documents.

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3. Highlight, encircle, or otherwise identify deviations from the Contract Documents on submittals.

4. Include the following information on label or cover sheet for processing and recording action taken:

a. Project name.

b. Date.

c. Name and address of Contractor.

d. Name of manufacturer.

e. Unique identifier, including revision number.

f. Number and title of appropriate Specification Section.

g. Drawing number and detail references, as appropriate.

h. Date of Contractor’s approval.

i. Statement certifying that submittal has been reviewed, checked, and approved by the

Contractor for compliance with the Contract Documents.

5. The Government will not review submittals that do not bear Contractor's approval and will return them without action.

6. Unless additional copies are required for final submittal, and unless the Contracting Officer (CO) observes noncompliance with provisions of the Contract Documents, initial submittal may serve as final submittal.

7. Only final submittals with marks indicating action taken by Government are to be used for construction.

8. Submittals not required by the Contract Documents will not be reviewed and may be discarded.

9. The Government will return submittals for action by the Contractor.

B. Processing Time: Time for review shall commence on CO's receipt of submittal.

1. Initial Review: Government will review initial submittal within 10 working days.

Additional time may be needed if processing must be delayed to permit coordination with subsequent submittals. CO will advise Contractor when a submittal being processed must be delayed for coordination.

2. Resubmittals: If resubmittal is necessary, it will be processed in same timeframe as initial submittal.

2.3 ACTION SUBMITTALS

A. Prepare and submit Action Submittals required in the Technical Specifications in this contract, if applicable, and as indicated at the end of this subsection.

1. The Contractor shall mark up and retain one returned copy as a Project Record Document.

Electronic submission of PDFs through and electronic submittal process will be the only acceptable alternative.

B. Collect information into a sine submittal for each element of construction and type of product or equipment.

1. Mark each copy of each submittal to show which products and options are applicable.

2. Include the following information, as applicable:

a. Manufacturer's written recommendations.

b. Manufacturer's product specifications.

c. Manufacturer's installation instructions.

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d. Manufacturer's catalog cuts.

e. Wiring diagrams showing factory-installed wiring.

f. Compliance with recognized trade association standards.

g. Compliance with recognized testing agency standards.

C. Required Action Submittals

1. Product Data: See individual Technical Specification Sections for required submittals.

2.4 INFORMATIONAL SUBMITTALS

A. Prepare and submit Informational Submittals required in the Technical Specifications in this contract, if applicable, and as indicated at the end of this subsection.

1. Submit one copy of each submittal, unless otherwise indicated. CO will not return copy.

Electronic submission of PDFs is an acceptable alternative to paper submission.

2. Provide a statement that includes signature of entity responsible for preparing certification.

B. Required Informational Submittals:

1. Construction Schedule

2. Sample Manufacturer Warranty

PART 3 – TEMPORARY FACILITIES AND CONTROLS

3.1 USE OF UTILITIES

A. Utilities: Use of Government existing facilities will be permitted without metering and without payment of use charges, as long as facilities are cleaned and maintained in an acceptable condition. At Substantial Completion, restore these facilities to condition existing before initial use. The following are available for use by the contractor: water, and electrical power services.

The following are not available: telephone service.

3.2 SANITARY FACILITIES

A. Sanitary facilities are not available for use by the Contractor.

3.3 STAGING AREAS

A. Coordinate on-site staging and storage requirements with the Center Point of Contact or the Contracting Officer Representative (COR). A staging area will be set aside and is shown on the contract documents.

3.4 CONSTRUCTION WASTE DISPOSAL FACILITIES

A. Provide waste-collection containers in sizes adequate to handle waste from construction operations. Containerize and clearly label hazardous, dangerous, or unsanitary waste materials separately from other waste.

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3.5 SAFETY AND ENVIRONMENTAL PROTECTION

A. Environmental Protection: Contractor shall provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects.

B. Barricades, Warning Signs, and Lights: Comply with the national or state Manual on Uniform Traffic Control Devices (MUTCD) for erecting structurally adequate barricades, paint with appropriate colors, graphics, and warning signs/lights to inform personnel and public of possible hazard.

C. Fire Protection.

1. Store combustible materials in containers in fire-safe locations.

2. Maintain unobstructed access to fire extinguishers, fire hydrants, fire-protection facilities, stairways, and other access routes for firefighting. Prohibit smoking in hazardous fire-exposure areas.

3. Supervise welding operations, combustion-type temporary heating units, and similar sources of fire ignition.

PART 4 – ACCIDENT PREVENTION

4.1 DESCRIPTION

A. This section consists of establishing an effective accident prevention plan and providing a safe environment for personnel and visitors.

4.2 SUBMITTALS

A. Accident Prevention Plan: Before on-site work begins, submit a company approved accident prevention plan. This plan will be posted in the contract file. Design the plan to address Federal, State, and Local Occupational Safety and Health requirements that apply to this project. No progress payments will be processed until the plan is received. As a minimum the plan shall include:

1. Name, position title and contact information of company executive responsible for approving the Accident Prevention Plan.

2. Name and contact information of supervisor responsible to carry out the plan.

3. Outline of each phase of the work, the hazards associated with each major phase, and the methods proposed to ensure property protection and safety of the public, government personnel, and the Contractor's employees. Identify the work included under each phase by reference to specification section or division numbers.

4. Contingency plans for emergency situations such as medical, fire, hazard material spills and other contract assessed hazard prevention and abatement requirement needs that apply to this project.

B. Certificates: Provide certificates from a mechanic that all mechanical equipment has been inspected and meets OSHA and WISHA requirements.

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C. Submit a copy of test reports, as required by OSHA/WISHA, for personnel working with hazardous materials.

D. Submit a brief report of safety meetings and of inspections.

E. Upon request, submit proof of employees' qualifications to perform assigned duties in a safe manner.

4.3 QUALITY ASSURANCE

A. Clauses entitled "Accident Prevention" and "Permits and Responsibilities" of the General Provisions: In case of conflicts between Federal, state, and local safety and health requirements, the most stringent shall apply. Equipment or tools not meeting OSHA/WISHA requirements will not be allowed on the project sites. Failure to comply with the requirements of this section and related sections may result in suspension of work.

B. Qualifications of Employees: Ensure employees are physically qualified to perform assigned duties in a safe manner.

4.4 ACCIDENT REPORTING

A. Reportable Accidents: A reportable accident is defined as death, occupational disease, traumatic injury to employees or the public, property damage by accident in excess of $100, and fires.

Within 7 calendar days of a reportable accident, fill out and forward to the CO a CA-1 form, which may be obtained from CO.

B. All Other Accidents: Report all other accidents to the CO as soon as possible and assist the CO and other officials as required in the investigation of the accident.

4.5 FIRST AID FACILITIES

A. Provide adequate facilities for the number of employees and the type of construction at the site.

4.6 PERSONNEL PROTECTIVE EQUIPMENT

A. Meet requirements of NIOSH and MSHA, where applicable, as well as ANSI.

4.7 EMERGENCY INSTRUCTIONS

A. Post telephone numbers and reporting instructions for ambulance, physician, hospital, fire department, and police in conspicuous locations at the work site.

4.8 PROTECTIVE EQUIPMENT

A. Inspect personal protective equipment daily and maintain in a serviceable condition. Clean, sanitize, and repair, as appropriate, personal items before issuing them to another individual.

B. Inspect and maintain other protective equipment and devices before use and on a periodic basis to ensure safe operation.

4.9 SAFETY MEETINGS

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A. As a minimum, conduct weekly 15-minute "toolbox" safety meetings. These meetings shall be conducted by a foreman and attended by all construction personnel at the worksite.

4.10 HARD HATS AND PROTECTIVE EQUIPMENT AREAS

A. The CO will designate a hard hat area. Post the hard hat area in a manner satisfactory to the CO.

B. It is the Contractor's responsibility to require all those working on or visiting the site to wear hard hats and other necessary protective equipment at all times. As a minimum, provide two hard hats for use by visitors. Change liners before reissuing hats.

4.11 TRAINING

A. First Aid: Provide adequate training to ensure prompt and efficient first aid.

B. Hazardous Material: Train and instruct each employee exposed to hazardous material in safe and approved methods of handling and storage. Hazardous materials are defined as explosive, flammable, poisonous, corrosive, oxidizing, irritating, or otherwise harmful substances that could cause death or injury.

PART 5 – EXECUTION REQUIREMENTS

5.1 EXAMINATION

A. Before beginning work, examine areas and document existing conditions. Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with the Work indicates acceptance of surfaces and conditions.

B. Field verify all new and existing dimensions affecting the work of this contract before ordering products.

C. Immediately on discovery of the need for clarification of the Contract Documents, submit a request for information to CO. Include a detailed description of problem encountered, together with recommendations for changing the Contract Documents.

5.2 INSTALLATION

A. Locate the Work and components of the Work accurately, in correct alignment and elevation to fit with existing construction.

B. Make vertical work plumb and make horizontal work level.

C. Install per manufacturer's written instructions and recommendations.

5.3 PROGRESS CLEANING

A. Clean Project site and work areas daily, including common areas. Dispose of materials lawfully.

1. Comply with NFPA 241 requirements for removal of combustible waste materials and debris.

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2. Do not hold materials more than 7 days during normal weather or 3 days if the temperature is expected to rise above 80 deg F (27 deg C).

B. Burying or burning waste materials on-site will not be permitted. Washing waste materials down sewers or into waterways will not be permitted.

5.4 PROTECTION OF INSTALLED CONSTRUCTION

A. Provide protection and maintain conditions that ensure installed Work does not get damaged or deteriorated prior to Substantial Completion.

5.5 CORRECTION OF THE WORK

A. Repair or remove and replace defective construction. Restore damaged substrates and finishes.

1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment.

PART 6 – OPERATION AND MAINTENANCE MANUALS

6.1 OPERATION AND MAINTENANCE MANUALS

A. Assemble a complete set of operation and maintenance data indicating the operation and maintenance of each system, subsystem, and piece of equipment not part of a system. Include operation and maintenance data required in individual Specification Sections and as follows:

1. Operation Data: Include emergency instructions and procedures, system and equipment descriptions, operating procedures, and sequence of operations.

2. Maintenance Data: Include manufacturer's information, list of spare parts, maintenance procedures, maintenance and service schedules for preventive and routine maintenance, and copies of warranties and bonds.

B. Prepare and submit Operation and Maintenance Manuals required in the Technical Specifications in this contract, if applicable, and as indicated in this section.

C. Submit one paper copy of Operation and Maintenance Manual assembled in three-ring binder.

Include Table of Contents.

D. Submit electronic PDF of Operations and Maintenance Manual. Coordinate with CO for method of delivery (Procore, USB or CD).

PART 7 – GUARANTEES AND WARRANTIES

7.1 GUARANTEES AND WARRANTIES

A. Obtain warranties and bonds executed in duplicate by responsible subcontractors, suppliers, and manufacturers, within ten days after completion of applicable item of work.

01 01 50 – 16

B. Execute and assemble transferable warranty documents and bonds from subcontractors, suppliers, and manufacturers.

C. Verify documents are in proper form, contain full information, and are notarized.

D. Co-execute submittals when required.

E. Include Table of Contents and assemble in binder with durable cover. Electronic submission of PDFs is an acceptable alternative to paper submission.

F. Submit prior to final Application for Payment.

G. Time of Submittals:

1. For equipment or component parts of equipment put into service during construction with

Owner’s permission, submit documents within ten days after acceptance.

2. Make other submittals within ten days after Date of Substantial Completions, prior to final

Application for Payment.

3. For items of Work for which acceptance is delayed beyond Date of Substantial Completion submit within ten days after acceptance, listing date of acceptance as beginning of warranty or bond period.

PART 8 – CLOSEOUT PROCEDURES

8.1 SUBSTANTIAL COMPLETION

A. Definition of Substantial Completion: The Date certified by the CO when construction is sufficiently complete, in accordance with the Contract Documents, so the Government can occupy or utilize the Work or designated portion thereof for the use for which it is intended, as expressed in the Contract Documents.

B. Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion, complete the following. List items below that are incomplete in request.

1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete.

2. Advise the CO of pending insurance changeover requirements.

3. Submit specific warranties, workmanship bonds, final certifications, and similar documents.

4. Obtain and submit releases permitting Government unrestricted use of the Work and access to services and utilities.

5. Deliver tools, spare parts, extra materials, and similar items to location designated by

Government. Label with manufacturer's name and model number where applicable.

6. Complete startup testing of systems.

7. Submit changeover information related to Government occupancy, use, operation, and maintenance.

8. Complete final cleaning requirements, including touchup painting.

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

01 01 50 – 17

C. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of request, CO will either proceed with inspection or notify Contractor of unfulfilled requirements.

CO 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 CO, that must be completed or corrected before certificate will be issued.

1. Reinspection: 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.

8.2 FINAL COMPLETION

A. Preliminary Procedures: Before requesting final inspection for determining date of Final Completion, complete the following:

1. Submit certified copy of CO’s Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by CO. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance.

2. Submit evidence of final, continuing insurance coverage complying with insurance requirements.

3. Instruct Government personnel in operation, adjustment, and maintenance of products, equipment, and systems.

B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, CO will either proceed with inspection or notify Contractor of unfulfilled requirements. CO will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued.

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

8.3 LIST OF INCOMPLETE ITEMS (PUNCH LIST)

A. Preparation: Submit two copies of list. Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are outside the limits of construction.

8.4 PROJECT RECORD DOCUMENTS

A. General: Do not use Project Record Documents for construction purposes. Protect Project Record Documents from deterioration and loss. Provide access to Project Record Documents for CO's reference during normal working hours.

B. Record Drawings: Maintain and submit one set of blue- or black-line white prints of Contract Drawings and Shop Drawings.

1. Mark Record Prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to prepare the marked-up Record Prints.

01 01 50 – 18

a. Give particular attention to information on concealed elements that cannot be readily identified and recorded later.

b. Record data as soon as possible after obtaining it. Record and check the markup before enclosing concealed installations.

2. Mark record sets with erasable, red-colored pencil. Use other colors to distinguish between changes for different categories of the Work at the same location.

3. Note Construction Change Directive numbers, Change Order numbers, alternate numbers, and similar identification where applicable.

4. Identify and date each Record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location. Organize into manageable sets; bind each set with durable paper cover sheets. Include identification on cover sheets.

8.5 FINAL CLEANING

A. General: Provide final cleaning. Conduct cleaning and waste-removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations.

B. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces.

C. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a portion of Project:

1. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances.

2. Remove tools, construction equipment, machinery, and surplus material from Project site.

3. Touch up and otherwise repair and restore marred, exposed finishes and surfaces. Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration.

D. Remove waste materials from Project site and dispose of lawfully.

END OF SECTION 010150

02 41 16 - 1

SELECTIVE DEMOLITION

SECTION 02 41 16 SELECTIVE DEMOLITION

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

1. Disconnecting and capping designated utilities.

2. Asbestos Cement pipe removal and disposal.

3. Protecting items designated to remain.

4. Removing demolished materials.

B. Related Sections:

1. Section 31 05 13 – Soils for Earthwork

1.2 UNIT PRICE - MEASUREMENT AND PAYMENT

A. Disconnecting and capping designated utilities:

1. Basis of Measurement: Use the method of measurement designated in the Schedule of Items in Specification Section 01 01 50 General Requirements for construction of waterline, water service replacements (building), or backflow prevention valve for irrigation, whichever is applicable.

2. Basis of Payment: Considered incidental to construction of waterline, water service replacements (building), or backflow prevention valve for irrigation, whichever is applicable according to the method of measurement designated in the Schedule of Items in Specification Section 01 01 50 General Requirements.

B. Asbestos Cement Pipe Removal and Disposal:

1. Basis of Measurement: Use the method of measurement designated in the Schedule of Items in Specification Section 01 01 50 General Requirements for Asbestos Cement Pipe Removal and Disposal.

2. Basis of Payment: Use the method of payment designated in the Schedule of Items in Specification Section 01 01 50 General Requirements for Asbestos Cement Pipe Removal and Disposal.

1.3 SUBMITTALS

A. Section 01 01 50 – General Requirements: Requirements for submittals.

B. Asbestos Cement Pipe Removal and Disposal:

1. The Contractor shall not proceed with any work until all submittals have been provided and approved by the Contracting Officer. The following submittals shall be provided to the Contracting Officer:

a. Asbestos Abatement Plan. The plan shall describe the planned methods of removal, transportation and disposal of ACM for each location identified. The plan shall also describe how the Contractor will protect workers while performing asbestos abatement

02 41 16 - 2 activities. Provide Employee Training and Certifications for asbestos abatement workers, as required by Federal, State, or local regulations.

b. Notifications. The Contractor shall provide copies of all notifications, permits, applications, licenses, and like documents required by Federal, State, or local authorities.

c. The Contractor shall obtain all required disposal paperwork and provide a copy to the

CO.

1.4 CLOSEOUT SUBMITTALS

A. Section 01 01 50 – General Requirements: Requirements for submittals and closeout procedures.

B. Project Record Documents: Accurately record actual locations of capped utilities and removed utilities.

1.5 QUALITY ASSURANCE

A. Conform to applicable code for procedures when hazardous or contaminated materials are discovered.

B. Obtain required permits from authorities having jurisdiction.

C. Perform Work in accordance with Washington Department of Health Water System Design Manual.

1.6 QUALIFICATIONS AND PERSONNEL TRAINING REQUIREMENTS

A. Demolition Firm: Company specializing in performing work of this section with minimum 3 years documented experience.

B. The Contractor shall be State Certified by the Air Quality Division, if applicable, to work with asbestos in construction, repair, renovation, maintenance, demolition, or salvage activities. The Hazardous Waste Transporter shall have endorsement by the State of Washington as a hazardous materials transporter and an appropriate hazardous waste permit issued by the State of Washington, if applicable. At the pre-construction meeting the Contractor shall provide proof of the above certifications and permit to the CO.

C. All of the workers who work in the asbestos removal area shall be certified as asbestos workers per EPA-approved course 29 CFR Part 1926 (including respirator fit testing). Additionally, the Contractor shall provide proof that all workers working within the asbestos abatement area on the project are included in the medical surveillance program per EPA-approved course and 29 CFR Part 1926. The Safety of all persons shall be the sole responsibility of the Contractor.

D. DESIGNATED COMPETENT PERSON: The Contractor shall designate, in writing, at least one designated competent person (DCP) who will be present at all times while work is in progress.

The DCP shall be capable of identifying existing asbestos hazards in the workplace and who has authority to take prompt corrective measures to eliminate them, as specified in 29 CFR 1926.32(f). The duties of the DCP include: controlling entry to and exit from the site; supervising any employee exposure monitoring required by the standard; ensuring that all employees wear the

02 41 16 - 3 appropriate personal protective equipment, are trained in the use of appropriate methods of exposure control, and use the hygiene facilities and decontamination procedures specified in the standard; and ensuring that engineering controls in use are in proper operating condition and are functioning properly.

1.7 SCHEDULING

A. Section 01 01 50 General Requirements for scheduling.

B. Describe demolition removal procedures and schedule.

1.8 PROJECT CONDITIONS

A. Notify CO upon discovery of hazardous materials.

B. Do not sell demolished materials on-site.

C. Maintain existing sidewalks to greatest extent possible.

1.9 DOCUMENTATION

A. Contractor must be able to furnish documentation that all employees are familiar with the regulations of the U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and the U.S. Environmental Protection Agency (EPA) and any other applicable requirements of the State of Washington relating to the health risk involved with the removal and disposal of asbestos containing material.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

3.1 PREPARATION

A. All work under this contract shall be in accordance with Federal, State and local regulations. The Contractor shall take air samples during the project. The CO will determine when the project has been satisfactorily completed. The Contractor shall supply all supervision, labor, transportation, materials, operating supplies, air and sampling equipment, shipping, laboratory fees, insurance, permit fees, and all other items, incidental or otherwise, necessary for complete performance of the work.

B. Contractor shall provide following signage during work with asbestos containing materials:

02 41 16 - 4

1. Signage: Post commercially made caution signs of minimum dimensions 20-inch by 14-inch at each entrance to the work area displaying the following legend with letter sizes and styles of a visibility required by 29 CFR 1926:

DANGER

ASBESTOS

CANCER AND LUNG DISEASE HAZARD

AUTHORIZED PERSONNEL ONLY

RESPIRATORS AND PROTECTIVE CLOTHING ARE REQUIRED IN THIS AREA

C. Call Local Utility Line Information service at 1-800-424-5555 not less than three working days before performing Work.

1. Request underground utilities to be located and marked within and surrounding construction areas.

D. Notify affected utility companies before starting work and comply with utility's requirements.

E. Do not close or obstruct roadways, sidewalks, hydrants without providing notice to Owner.

F. Erect, and maintain temporary barriers and security devices, including warning signs and lights, and similar measures, for protection of the Owner and existing improvements indicated to remain.

G. Protect existing roads/sidewalks, landscaping materials, trees, appurtenances, and structures indicated to remain.

3.2 DEMOLITION REQUIREMENTS

A. Use of explosives is not permitted.

B. Conduct operations with minimum interference to public or private accesses to occupied adjacent structures.