16 SIR16R00173_Atch1_Specs_Benton - 30Aug16.pdf

BENTON, PA

BENTON ARSR (QRC)

FENCE REPLACEMENT PROJECT

SPECIFICATIONS

APRIL 2016

SECURITY FENCE PROJECT

QRC ARSR

April 4, 2016

DOCUMENT 00010 – TABLE OF CONTENTS

SECTION

NUMBER SECTION TITLE

DIVISION 1 – GENERAL REQUIREMENTS

01010 SUMMARY OF WORK

01020 SITE ACCESS, CONSTRUCTION LIMIT, USE OF FACILITIES AND WORK

HOURS

01030 SPECIAL PROVISIONS

01041 JOB MANAGEMENT

01085 REFERENCE STANDARDS

01300 SUBMITTALS

01400 QUALITY REQUIREMENTS

01410 COORDINATION, LOCAL PERMITS AND TESTING

01770 CLOSEOUT PROCEDURES

01781 PROJECT RECORD DOCUMENTS

01782 OPERATION AND MAINTENANCE DATA

DIVISION 2 – SITE CONSTRUCTION

02220 DEMOLITION

02785 PAVEMENT JOINT SEALANTS

02820 SECURITY FENCES AND GATES

DIVISION 3 – CONCRETE

03300 CAST-IN-PLACE CONCRETE

DIVISION 16 – ELECTRICAL

16050 BASIC ELECTRICAL METHODS AND MATERIALS

16075 ELECTRICAL IDENTIFICATION

16100 RACEWAYS, BOXES AND CABINETS

16452 GROUNDING

END OF DOCUMENT 00010

TABLE OF CONTENTS 00010 - 1

SECURITY FENCE

PROJECT BENTON, PA

QRC ARSR

April 4, 2016

SITE ACCESS, CONSTRUCTION LIMIT

USE OF FACILITIES AND WORK HOURS

01020-1

SECTION 01020 - SITE ACCESS, CONSTRUCTION LIMIT, USE OF FACILITIES, AND WORK

HOURS

PART 1 - GENERAL

1.1 CONSTRUCTION LIMITS AND ACCESS

A. The Contractor shall confine operations, activities, storage of materials, and employee parking within the designated area, as indicated on the drawings. Additional space the Contractor deems necessary shall be obtained off site, at no additional cost to the Government.

B. Access for the Contractor, subcontractors, employees, deliveries, etc., will be in the approximate locations as indicated on the drawings.

C. Access to the construction site shall be kept unobstructed. If temporary access obstruction is unavoidable, the Contractor shall advise Contracting Officer's Representative (COR) immediately.

D. Vehicles transporting materials shall not be loaded beyond the capacity prescribed by

Federal, State, or Local laws.

1.2 CONTRACTOR'S USE OF PREMISES

A. General: During the construction period the Contractor use of the premises for the Work, including use of the site, access is restricted as designated by the COR

B. Use of the Site: Limit use of the premises to work in areas indicated. Confine operations to areas within contract limits indicated on contract drawings. Do not disturb portions of the site beyond the areas in which the work is indicated.

1. The personal use of this facility by the Contractor, subcontractor, or suppliers and their employees is strictly prohibited.

2. Allow for Government occupancy.

3. Provide portable sanitary facilities at the job site from the commencement of the project to its conclusion. Maintain facilities in clean and sanitary conditions and comply with the requirements of the local health authority.

4. The accommodations shall be chemical-type toilet facilities.

5. The Contractor and his subcontractors shall maintain the job site in a neat and orderly condition. This includes the daily removal of rubbish, waste and tools, equipment and materials not required for the work in progress.

SECURITY FENCE

PROJECT BENTON, PA

QRC ARSR

April 4, 2016

SITE ACCESS, CONSTRUCTION LIMIT

USE OF FACILITIES AND WORK HOURS

01020-1

1.3 WORK HOURS

A. The Contractor shall furnish a statement indicating the approximate number of persons to be employed on the job for the "normal" work shift before commencing construction.

B. Work Schedule: The Contractor shall schedule and perform work Monday through Friday, 7:00 am to 4:30 p.m., excluding federally established holidays, unless otherwise previously agreed upon with the COR. Any proposed work to be performed other than the times specified above shall be submitted to the COR for review and approval at least forty-eight

(48) hours in advance of commencing said work.

1.5 NOTIFICATION OF PLANNED OVERTIME

A. Should the contractor request to work overtime, after 4:30 p.m. on Monday through Friday, Saturday, Sunday or federally recognized holidays, the Contractor shall obtain the COR’s approval at least 24 hours in advance of the intended commencement of overtime work, and 48 hours prior for weekends and holidays.

END OF SECTION 01020

QRC ARSR

SPECIAL PROVISIONS 01030-1

SECTION 01030 - SPECIAL PROVISIONS

1.1 SUMMARY

A. This Section Consists of Special Provisions required for this Project.

B. Related Sections:

1. Refer to Section 01300 "Submittals" for submittals.

1.2 EXAMINATION 0F SITE

A. The Contractor is expected to carefully examine the premises to determine the extent of work and the conditions under which the work must be done

B. Site Conditions and Construction Staging:

1. In accordance with the construction staging and site demolition plans, the Contractor shall phase the demolition of the existing fences. Existing fences shall be replaced with new fence by the end of each day.

1.3 GENERAL REQUIREMENTS

A. Furnish all plant, labor, material, equipment, supplies and transportation required to perform the Work. All work performed and all materials and equipment used shall be approved by the COR including, testing, inspection, scheduling, reporting and submittals.

B. Titles to divisions and sections of the specifications, notes and titles on drawings and division of work by trade or type of work, are introduced merely for convenience in reading the specifications and drawings and not to imply any separate contractual arrangements or work assignments.

C. Construct this facility in accordance with the dimensions, lines and grades shown on the drawings. Do not scale the drawings. Verify all dimensions shown on the drawings, by actual measurements in the field. Coordinate any discrepancies in laying out the work with the COR for a determination.

1.4 HAZARDOUS MATERIAL CERTIFICATION

A. Asbestos containing materials (ACM) shall not be permitted for use on this Project.

QRC ARSR

SPECIAL PROVISIONS 01030-1

1. Provide letters of certification for the project at completion, certifying no asbestos or asbestos containing material was used.

B. Lead or lead containing materials shall not be permitted for use on this project.

1. Provide letters of certification for the project at completion, certifying only lead-free paints, plumbing and flashings were used in the Work

PART 2 - PRODUCTS

2.1 MATERIALS

A. Materials shall be as specified in the various sections of these specifications.

PART 3 - EXECUTION

3.1 WARRANTY

A. In addition to other contractual warranties covered in the contract Specifications, the Contractor shall submit written warranties to the COR for the following items:

1. Caulking and Sealants- 5 years against leaks.

2. Hardware: 2 years.

END OF SECTION 01030

JOB MANAGEMENT 01041-1

SECTION 01041 - JOB MANAGEMENT

A. Perform administrative job related requirements necessary for the proper conduct of the work as indicated in this section and to comply with the General Conditions.

B. Related Sections:

1. Submittals: Section 01300 "Submittals."

2. Quality Control: Section 01400 "Quality Requirements."

3. Temporary Facilities: Section 01510 "Temporary Facilities and Services."

1.2 POLLUTION CONTROL

A. Take necessary precautions to prevent contamination of soil or atmosphere by the discharge of noxious substances resulting from construction operations. Provide equipment and personnel and perform emergency measures necessary to contain any spillage.

B. If contamination of the soil does occur, excavate contaminated soil and dispose of at an off-site location. Fill resulting excavations with suitable backfill and compact to the density of the surrounding undisturbed soil.

C. Take measures to prevent dispersal of pollutants into the atmosphere. Do not dump or otherwise discharge obnoxious or harmful fluids into drains, drainage channels, waterways or sewers.

2.1 MATERIALS

A. Materials shall be in accordance with the requirements of the individual sections of these specifications.

3.1 FIELD MEASUREMENTS

A. Contractor is responsible for making complete field measurements. Check all dimensions at the job site for components requiring fit to surrounding conditions. Check shop drawings and indicate the actual dimension available at all locations.

JOB MANAGEMENT 01041-2

3.2 SAFETY AND HEALTH REQUIREMENTS

A. Contractor is solely responsible for the safety and health of workmen on the project and the general public around the construction site. Take precautions to adequately safeguard the safety and health of all persons on or near the site. Comply with the regulations of the "Occupational Safety and Health Standards", and other safety regulations.

B. Preconstruction Safety Conference: Representatives of the Contractor shall meet with the COR prior to NTP, for the purpose of reviewing the contractor’s Site Safety and Health Plan (SSHP) and discussing implementation of all safety and health provisions pertinent to the work to be performed under this contract.

1. Be prepared to discuss, in detail, the measures intended to control any unsafe or unhealthy conditions associated with the work to be performed under the contract.

2. If directed by the COR, this meeting may be held in conjunction with other meetings which are scheduled to take place prior to start of work under this contract.

3. The Contractor’s principal on-site representative, Project Manager, and safety representative shall attend this meeting.

4. Material Safety Data Sheets: Furnish copies of all MSDS sheets, as prescribed in Federal

Standard No. 313 for hazardous material, five (5) days before delivery of the material. All MSDS sheets shall be placed in a binder and kept in an accessible location by the Contractor, so that all employees have access to them.

C. Site Safety and Health Plan:

1. Prepare a Site Safety and Health Plan (SSHP) covering the Work.

a. The Project Superintendent shall be responsible for the implementation and oversight of the SSHP.

b. The SSHP shall establish, in detail, the protocols necessary for the anticipation, recognition, evaluation, and control of hazards.

c. The SSHP shall address site-specific safety and health requirements and procedures based upon site-specific conditions including but not limited to excavations, fall protection, lock out Tag out/ electrical safety, scaffolds, cranes, steel erection, and concrete and masonry work.

d. The SSHP shall reference and be in accordance with OSHA General Industry Safety and Health Standards (29 CFR part 1900 through 1910), and OSHA Construction Industry Standards (29 CFR 1926).

e. Submit the two copies of the SSHP to the CO prior to preconstruction meeting and

NTP.

2. Prior to submittal, the SSHP shall be signed and dated by the Project Superintendent.

JOB MANAGEMENT 01041-3

a. Deficiencies in the SSHP will be discussed at the Preconstruction Safety Conference, and the SSHP shall be revised to correct any deficiencies noted, and resubmitted for acceptance.

b. Onsite work shall not begin until the plan has been accepted by the COR.

c. A copy of the written SSHP shall be maintained onsite.

d. As work proceeds, the SSHP shall be adapted to new situations and new conditions. Changes and modifications to the accepted SSHP shall be made with the knowledge and concurrence of the COR.

e. Should any unforeseen hazard become evident during the performance of the work, bring such hazard to the attention of the COR, both verbally and in writing. In the interim, necessary action shall be taken to re-establish and maintain safe working conditions in order to safeguard onsite personnel, visitors, the public, and the environment.

3. Plan Requirements: The SSHP shall include a site description and contamination characterization section that addresses the following elements:

a. Description of site location, topography, size and past uses of the site.

b. A list of contaminants, if any, which may present occupational health and safety hazards. The contamination characterization shall be reviewed and revised if new chemicals are identified as work progresses.

4. General: Action levels shall be addressed in the SSHP for the situations listed below, at a minimum. The action levels and required actions shall be presented in the SSHP.

a. Implementation of engineering controls and work practices.

b. Upgrade or downgrade in level of personal protective equipment.

c. Work stoppage and/or emergency evacuation of onsite personnel.

d. Prevention and/or minimization of public exposures to hazards created by site activities.

D. Compliance with Regulations: All work, including the handling of hazardous materials shall comply with applicable state and municipal safety and health requirements.

1. Where there is a conflict between applicable regulations, the most stringent shall apply.

E. Accident reporting: A copy of each accident report, which the Contractor or subcontractors submit to their insurance carriers, shall be forwarded to the COR as soon as possible, but in no event later than 24 hours after the accident occurred. Accident record keeping shall comply with those requirements outlined in 29 CFR 1904 and 29 CFR 1926.20 (b).

F. Permits: The contractor is to provide the COR with valid permits for transport and waste disposal. If hazardous materials are disposed of off site, the contractor shall submit copies of permits from applicable Federal, State, or municipal authorities and manifest documents to the

COR.

JOB MANAGEMENT 01041-4

G. Materials and Equipment: Special facilities, devices, equipment, clothing, and similar items used by the contractor in the execution of work shall comply with the applicable regulations. It shall be the contractor’s responsibility to select personal protective equipment that adequately protects workers from hazards. The contractor shall enforce the use of personal protective equipment on site.

H. Stop work orders: If the Contractor is notified by the COR of any non-compliance with the provisions of the contract and the action(s) to be taken, the contractor shall immediately correct the unsafe or unhealthy condition. The Contractor shall ensure that a competent person is on site during working hours, who can recognize safety and health hazards and has the authority to take prompt corrective action to eliminate or correct the hazard.

1. If the contractor fails to comply promptly, all or any part of the work being performed may be stopped by the COR with a “Notice of Non-Compliance with Safety Requirements” directive.

2. When, in the opinion of the COR, satisfactory corrective action has been taken to correct the unsafe and unhealthy condition, a start order will be given immediately.

3. Extension of time or compensation for damages by reason of or in connection with such work stoppage will not be allowed.

I. Protection: Take all necessary precautions to prevent injury to the public, building occupants, or damage to property of others.

1. For the purposes of this contract, the public or building occupants shall include all persons not employed by the contractor or a subcontractor working under his/her direction.

J. Alternate precautions: When the nature of the work prevents isolation of the work area, alternate precautions such as the posting of signs, the use of signal persons, the erection of barricades, detouring of traffic or similar protection around particularly hazardous operations shall be used as appropriate.

K. Provide and maintain all barricades, guard- rails, covered walkways, and other protective devices necessary to warn and protect the workmen and general public from hazards at the construction site. Maintain barricades around open ditches. Provide barricades and signage at roads and passageways during dangerous conditions. Provide flashing lights on all such barriers at night.

3.3 OCCUPATIONAL SAFETY AND HEALTH – ARTICLE 53

A. Information in this Article is required by the FAA to maintain the health and safety of their Employees at facilities during construction operations.

JOB MANAGEMENT 01041-5

B. The information in this Article is taken from the Agreement between the National Air Traffic Controllers Association, AFL/CIO and the Federal Aviation Administration Department of Transportation (NATCA) Agreement (known as “Agreement”) for the protection of union workers covered under the “Agreement”. “Employer” in Article 53 refers to the FAA; however, construction activities at FAA facilities, and the safety of FAA employees during the construction activities, shall be monitored by the COTR. The information in this Article is required to become part of the Contractor’s written Safety and Health plan for this Project.

Only those “sections” of Article 53 applicable to Contractor’s Safety Plan are included in the following paragraphs.

C. Section 1: The Employer shall abide by P.L. 91-596 and Executive Order 12196, concerning occupational safety and health, and regulations of the Assistant Secretary of Labor for occupational Safety and health and such other regulations as may be promulgated by appropriate authority.

D. Section 2: The Employer shall make every reasonable effort to provide and maintain safe and healthful working conditions. Factors to be considered include, but are not limited to, proper heating, air conditioning, ventilation, air quality, lighting and water quality.

E. Section 3 (in part): The Employer agrees to continue a national Occupational Safety and Health

Committee. The committee will meet as frequently as required by the Charter of the Occupational Safety, Health and Environmental Compliance Committee (OSHE-COMM). The Union shall be entitled to designate a minimum of one representative.

F. Sections 4 through 6: (Not included – Not applicable.)

G. Section 7: Each facility shall periodically review fire evacuation procedures with all personnel and provide training in the operation of fire extinguishers and other related equipment at each facility. Fire plans shall be conspicuously displayed and reviewed with every employee.

Assistance from local fire departments may e utilized in developing evacuation plans and conducting the training required under this Section.

H. Section 8: (Not included – Not applicable.)

I. Section 9: In the event of construction or remodeling within a facility, the Employer shall insure that proper safeguards are maintained to prevent injury to bargaining unit employees.

J. Section 10: If the Employer initiates or permits the use or storage of chemicals, pesticides, or herbicides at any facility, Material Safety Data Sheets (MSDS) for each chemical, pesticide or herbicide shall be provided to the Union prior to use/storage. Any pregnant/nursing employees or personnel with medical conditions which could be aggravated by the use of the chemicals, pesticides or herbicides shall be reasonably accommodated n a manner so as to prevent exposure. All chemicals, pesticides and herbicides shall be used in accordance with applicable law and the manufacturer’s guidelines and precautions.

K. Sections 11 and 12: (Not included – Not applicable.)

JOB MANAGEMENT 01041-6

L. Section 13: Indoor air quality concerns identified by the local Occupational Safety and Health Committee, including those involving “sick building syndrome” shall be investigated using the advisory standards of the America Society for Heating, Refrigeration and Air-Conditioning Engineers (ASHRAE) and EPA and OSHA guidelines. All test results shall be provided to the local Union as soon as they are available.

3.4 FIRE PROTECTION

A. Maintain fire extinguishers at construction site in sufficient number to adequately protect the structures during construction. Provide at least one 20 pound multipurpose (ABC) portable fire extinguisher every 3000 feet. All construction field offices shall possess at least one portable 10 pound ABC rated fire extinguisher. Provide at least one fire extinguisher for welders or other trades using open flames in the execution of their work.

B. Conspicuously post and maintain the telephone numbers of the local police department, fire department and ambulance by all telephones on the outside and within the office trailers.

3.5 FIRE WATCH

A. Provide a fire watch when hot work is performed in a location where the following condition(s) exist:

1. Combustible materials in building construction or building contents are closer than 35 feet to the point of operation of the hot work;

2. Combustible materials are more than 35 feet away, but are easily ignited by sparks;

3. Wall or floor openings within a 35 feet radius expose combustible materials in adjacent areas, including concealed spaces in walls or floors; and

4. Combustible materials are adjacent to the opposite side of partitions, walls, ceiling, or roofs and are likely to be ignited.

B. The fire watch shall:

1. Be aware of the inherent hazards of the work site;

2. Ensure safe conditions are maintained during the hot work operation;

3. Have the authority to stop the hot work operations if unsafe conditions develop;

4. Have fire extinguishing equipment immediately available; and

5. Activate emergency response in the event of a fire.

C. The fire watch shall be maintained during all breaks and one hour after completion of the hot work operation in order to detect and extinguish smoldering fires on the floors above, below and adjacent to the hot work site if applicable.

3.6 DISRUPTION TO SERVICES

JOB MANAGEMENT 01041-7

A. Precautions shall be taken to minimize disruption to existing and new utilities, piping, or electrical services. Carefully plan work in a manner that such disruptions are coordinated and approved by the Contracting Officer’s Representative.

3.7 MAINTENANCE OF WATER

A. Prepare a Storm Water Management Plan and submit to COR for approval. After discussion and modifications, conform to plan as approved. Manage water at the job site at all times during construction, furnish all equipment and perform any operations required to remove water from any part of the construction area, as necessary, to permit the proper installation of the work.

B. Provide well points or other acceptable methods to remove water as required. Maintain excavations entirely clear of water during installation of piping, duct banks or construction of footing. Fresh concrete shall be adequately protected from injury resulting from ground water or handling or disposal of water.

C. Direct water away from the site in a manner that prevents re-occurrence or that causes water to run onto adjacent property. Drainage ditches must be approved by the COR. In the event that water from this site results in flooding or other damage to adjacent property, Contractor shall be responsible for repair damage or make payment to the affected land Owner.

D. Maintain ditches and embankments necessary to protect open trenches or other excavations.

Provide pumps to maintain excavations free of water. In the event water table must be lowered to maintain excavations in a dry condition, provide well points or other procedures necessary and operate such pumps until backfill has been completed. Lower water level 2 feet below trench level.

3.8 HAUL ROUTE

A Submit for approval, a plan for Haul and Access Route and Disposal Site to the COR. Dispose of excess earth removed from excavations and not required for backfill or embankments at the Disposal Site, within one (1) working day after excavation work is complete. Haul excess earth from the construction site and dispose at the approved Disposal Site at no additional cost to the Government. The contractor shall ensure that adequate dust suppression activities are implemented to control fugitive dust emissions. Storage of excess earth on site shall be kept to a minimum.

3.9 WEATHER PROTECTION

A. Structure: Provide and maintain winter and weather protection with tarpaulins or polyethylene film supported on and secured to temporary framework and scaffolding to protect all parts of the structure and contents from damage by the elements, and to enable necessary concrete and other work to proceed in cold and rainy weather.

JOB MANAGEMENT 01041-8

B. Wall Openings: Install, maintain and subsequently remove, temporary weather closures, at exterior walls, parapets, columns and roof construction, as required. These closures shall be installed at the conclusion of each working period affecting the wall openings and shall be maintained in weather-tight condition until work is resumed and completed. The weather closures shall be subject to approval and direction of the COR.

3.10 SLEEVES AND EQUIPMENT BASE

A. Furnish and install temporary watertight closures for sleeve openings below grade. Such closures shall remain in place until pipe installation in sleeves is completed and made watertight.

B. Coordinate the sizes, locations, and installation of all sleeves, curbs, pitch pockets, and equipment bases in a time and manner to avoid any hindrance to work of other trades. In the event that sleeves, inserts, and any imbedded items are to placed in concrete, form required openings in the Work. Any subsequent related cutting and patching will be the responsibility of the Contractor.

3.11 SCHEDULING OF WORK

A. Coordinate work in a manner to avoid conflicts or interference between trades.

Coordination drawings are required to be submitted to the COR. Layout work in advance of installation to ascertain location of various systems and arrangement of ductwork, piping, conduit and equipment. Coordinate work and take action as necessary to avoid conflicts between the work of the various trades. Establish the exact locations of equipment based on actual dimensions of the items furnished.

3.12 MATERIALS AND EQUIPMENT

A. Ordering of Materials: Promptly after the execution of this contract and approval of submittals, place orders for materials and/or equipment, that delivery of same may be made without delays to the Work.

B. Transportation of Materials:

1. Delivery of Materials: Arrange deliveries of products in accordance with construction schedules, and coordinate to avoid conflict with airport operations and work and conditions at the site. Delivery times shall be coordinated with the FAA COR .

2. Shipping Containment: Deliver materials and/or equipment in their original unopened containers bearing the manufacturer’s label.

3. Deliver and store bundles flat and cover sufficiently to protect materials and/or equipment from damage, moisture, dust, etc. Those delivered otherwise will be rejected by the Resident Engineer.

4. Storage and Protection of Materials: Store all materials and containers that are subject to damage by moisture off the ground, under a waterproof cover, on a strong level surface with board edges, ends, and surfaces protected from damage. Store all flammable or volatile materials outside the building.

C. Store granular materials in a well-drained area on solid surfaces to prevent contamination with foreign matter.

D. Arrange storage in a manner to provide easy access for inspection. Make periodic inspections of stored products to assure that products are maintained under specified conditions and free from damage or deterioration.

E. Requirements: Material and equipment incorporated into the Work shall meet the following requirements:

1. Conform to applicable specifications and standards.

2. Comply with size, make, and quality specified, or as approved by the COR in writing.

3. Manufactured and Fabricated Projects:

a. Design, fabricate and assemble in accordance with the best engineering and shop practices.

b. Manufacture all like parts of duplicate units to standard sizes and gages, to be interchangeable.

c. Two or more items of the same kind shall be identical, by the same manufacturer.

d. Products shall be suitable for service conditions.

e. Equipment capacities, sizes and dimensions shown or specified shall be adhered to unless variations are approved in writing.

4. Do not use material or equipment for any purpose other than which it is designed for or is specified.

F. Manufacturer’s Instructions: When Contract Documents require that installation of work shall comply with the manufacturer’s printed instructions, obtain and distribute copies of such instructions to those involved in the installation, including two (2) copies to the COR. Maintain one set of complete instructions at the job site during installation and until completion. Handle, install, connect, condition and adjust products in strict accordance with such instructions and in conformity with specified requirements. Should job conditions or specified requirements conflict with manufacturer’s instructions, consult with the COR for further instructions. Do not proceed with work without clear instructions. Perform work in accordance with manufacturer’s instructions. Do not omit any preparatory step or installation procedure unless specifically modified or exempted by Contract Documents.

3.13 INITIAL MAINTENANCE

A. Maintain equipment until the project is turned over to the Government. Ensure that mechanical equipment is properly greased, oiled, or otherwise cared for as recommended by the manufacturer. Do not operate air handling equipment unless filters are in place and are clean.

Change filters operating air handling equipment weekly during construction/operations.

B. Service equipment one week prior to the Government taking possession. Make sure that oiling points are oiled, bearings are greased, and other maintenance is performed. Replace all replaceable filters and clean permanent filters associated with air handling units or other packaged equipment.

END OF SECTION 01041

REFERENCE STANDARDS 01085 - 1

SECTION 01085 - REFERENCE STANDARDS

A. Throughout the Contract Documents, reference is made to codes and standards which establish qualities and types of workmanship and materials, and which establish methods for testing and reporting on the pertinent characteristics.

B. Where materials or workmanship are required by these Contact Documents to meet or exceed the specifically named code or standard, it is the Contractor’s responsibility to provide materials and workmanship which meet or exceed the specifically named code or standard.

C. It is also the Contractor’s responsibility, when so required by the Contract Documents or by written request from the COR, to deliver to the COR all required proof that the materials or workmanship, or both, meet the required standard. Proof shall be in the form requested in writing by the COR, and generally will be required to be copies of a certified report of tests conducted by a testing agency approved for that purpose by the COR.

D. Specific naming of codes or standards occurs on the Drawings and in other Sections of these

Specifications.

1.2 INDUSTRY STANDARDS

A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied into these Contract Documents to the extent referenced.

B. Publication dates: Comply with the standards in effect as of the date of the Contract

Documents.

C. Conflicting Requirements: Where compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer uncertainties and requirements that are different but apparently equal to the COR for a decision before proceeding.

1.3 QUALITY ASSURANCE

A. In procuring all items used in this Work, it is the Contractor’s responsibility to verify the detailed requirements of the specifically named codes and standards and to verify that the items procured for use in this Work meet or exceed the specified requirement.

B. The COR will reject items incorporated into the Work which fail to meet the specified minimum requirements. Remove items and replace with new, meeting the specified minimum requirements, at no extra cost to the Government. The COR may accept non-complying items subject to the approval of the Contracting Officer.

END OF SECTION 01085

SECTION 01300 - SUBMITTALS

A. This Section includes administrative and procedural requirements for submittals required for performance of the Work, including the following:

1. Contractor's construction schedule.

2. Submittal schedule.

3. Daily construction reports.

4. Shop Drawings.

5. Product Data, including Material Safety Data Sheets (MSDS).

6. Samples.

7. Quality assurance submittals.

8. Certificates.

9. Warranty Information.

8. Operation and Maintenance Manuals.

B. Notice to Begin Construction: The Government will not issue notice to the Contractor to begin construction until all submittals for the Work have been received and approved.

C. Administrative Submittals: Refer to other Sections of the Contract Documents for requirements for administrative submittals. Such submittals include, but are not limited to, the following:

1. Permits.

2. Applications for Payment.

3. Performance and payment bonds.

4. Insurance certificates.

5. List of subcontractors.

1.2 DEFINITIONS

A. Coordination Drawings show the relationship and integration of different construction elements that require careful coordination during fabrication or installation to fit in the space provided or to function as intended.

B. Field samples are full-size physical examples erected on-site to illustrate finishes, coatings, or finish materials.

Field samples are used to establish the standard by which the Work will be judged.

C. Mockups are full-size assemblies for review of construction, coordination, testing, or operation; they are not

Samples.

D. COTR: Contracting Officer’s Technical Representative.

E. RE: Resident Engineer.

F. Provide construction schedule

1.3 SUBMITTAL PROCEDURES

A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

Transmit each submittal sufficiently in advance of performance of related construction activities to avoid delay.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

2. Coordinate transmittal of different types of submittals for related elements of the Work so processing will not be delayed by the need to review submittals concurrently for coordination.

a. The COTR reserves the right to withhold action on a submittal requiring coordination with other submittals until all related submittals are received.

3. Processing: To avoid the need to delay installation as a result of the time required to process submittals, allow sufficient time for submittal review, including time for resubmittals.

a. Allow 10 calendar days for initial review. Allow additional time if the COTR must delay processing to permit coordination with subsequent submittals.

b. If an intermediate submittal is necessary, process the same as the initial submittal.

c. Allow 10 calendar days for reprocessing each submittal.

d. No extension of Contract Time shall be authorized because of failure to transmit submittals to the

COTR sufficiently in advance of the Work to permit processing.

e. All submittals are due 15 calendar days after contract award.

B. Submittal Preparation: Place a permanent label or title block on each submittal for identification. Indicate the name of the entity that prepared each submittal on the label or title block.

1. Provide a space approximately 4 by 5 inches on the label or beside the title block on Shop Drawings to record the Contractor's review and approval markings and the action taken.

2. Include the following information on the label for processing and recording action taken.

a. Submittal number, numbered sequentially.

b. Project name.

c. Date.

d. Name and address of the Architect.

e. Name and address of the Contractor.

f. Name and address of the subcontractor.

g. Name and address of the supplier.

h. Name of the manufacturer.

i. Number and title of appropriate Specification Section.

j. Drawing number and detail references, as appropriate.

C. Submittal Transmittal: Package each submittal appropriately for transmittal and handling. Transmit each submittal from the Contractor to the COTR using a transmittal form. The COTR will not accept submittals received from sources other than the Contractor.

1. On the transmittal, record relevant information and requests for data. On the form, or separate sheet, record deviations from Contract Document requirements, including variations and limitations. Include Contractor's certification that information complies with Contract Document requirements.

2. Transmittal form: Use form furnished by COTR.

D. Permits: Where permits of building material or systems is required from an authority having jurisdiction, submit application for building permit with necessary documentation including shop drawings, computations prepared by licensed engineer in the jurisdiction, verifying the adequacy and compliance of the building material or system. Construction shall be commenced after obtaining the permit and shop drawing approval does not relieve Contractor the responsibility for obtaining permit.

1.4 SUBMITTAL SCHEDULE

A. After development and acceptance of the Contractor's Construction Schedule, prepare a complete schedule of submittals. Submit the schedule within 10 calendar days of the date required for submittal of the Contractor's Construction Schedule.

1. Coordinate Submittal Schedule with the list of subcontracts, Schedule of Values, and the list of products as well as the Contractor's Construction Schedule.

2. Prepare the schedule in chronological order. Provide the following information:

a. Scheduled date for the first submittal.

b. Related Section number.

c. Submittal category (Shop Drawings, Product Data, or Samples).

d. Name of the subcontractor.

e. Description of the part of the Work covered.

f. Scheduled date for resubmittal.

g. Scheduled date for the COTR's final release or approval.

B. Distribution: Following response to the initial submittal, print and distribute copies to the COTR, Government, subcontractors, and other parties required to comply with submittal dates indicated. Post copies in the Project meeting room and field office.

1. When revisions are made, distribute to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in construction activities.

C. Schedule Updating: Revise the schedule after each meeting or activity where revisions have been recognized or made. Issue the updated schedule concurrently with the report of each meeting.

1.5 CONSTRUCTION SCHEDULES

A. Construction Phasing Plan: Provide schedule including constraints and work restrictions indicated in the Contract Documents and as follows and show how the sequence of the Work is affected.

1. Phasing: Arrange list of activities on schedule by phase.

2. Work under More Than One Contract: Include a separate activity for each contract.

3. Owner-Furnished Products: Include a separate activity for each product. Delivery dates indicated stipulate the earliest possible delivery date.

4. Show the effect of the following items on the schedule:

a. Coordination with existing construction.

b. Limitations of continued occupancies.

B. Proposed dust-control measures.

C. Proposed noise-control measures.

D. Welding and Torch Cutting Plan. Prior to any welding or torch cutting activity, submit a Welding and Torch

Cutting Plan for approval by the COTR. Identify the work where welding and cutting will be performed, locations of the work, types of welding and cutting being proposed, schedule for proposed welding and cutting activities and plan for protecting the facility and its occupants, operations and equipment during the welding and cutting activities.

1. Building electrical power may not be used for arc welding.

2. Building components, including structural or miscellaneous steel, may not be used as grounding return for welding activities.

3. Provide ventilation and exhaust to the outside during welding and cutting activities to keep zone clear.

Do not weld or cut unless ventilation and exhaust has been deemed acceptable by the COTR or Resident Engineer.

4. Provide non-flammable shields to protect persons and properties.

5. Keep cylinders upright and chained or secured to support.

6. Remove flammable materials from welding and cutting areas prior to beginning welding and cutting activities. Keep fire extinguishers in the welding and cutting areas.

7. Follow AWS “Specification and Safety Practice Codes” as published by the American Welding Society

(AWS) and OSHA Safety Requirements.

1.6 PRODUCT DATA

A. Collect Product Data into a single submittal for each element of construction or system. Product Data includes printed information, such as manufacturer's installation instructions, catalog cuts, standard color charts, roughing-in diagrams and templates, standard wiring diagrams, and performance curves.

1. Mark each copy to show applicable choices and options. Where printed Product Data includes information on several products that are not required, mark copies to indicate the applicable information.

Include the following information:

a. Manufacturer's printed recommendations.

b. Compliance with trade association standards.

c. Compliance with recognized testing agency standards.

d. Application of testing agency labels and seals.

e. Notation of dimensions verified by field measurement.

f. Notation of coordination requirements.

2. Do not submit Product Data until compliance with requirements of the Contract Documents has been confirmed.

3. Preliminary Submittal: Submit a preliminary single reproducible copy of Product Data where selection of options is required.

4. Submittals: Submit 6 copies of each required submittal; submit 8 copies where required for maintenance manuals. The COTR will retain two, and will return the others marked with action taken and corrections or modifications required.

a. Unless noncompliance with Contract Document provisions is observed, the submittal may serve as the final submittal.

5. Distribution: Furnish copies of final submittal to installers, subcontractors, suppliers, manufacturers, fabricators, and others required for performance of construction activities. Show distribution on transmittal forms.

a. Do not proceed with installation until a copy of Product Data is in the Installer's possession.

b. Do not permit use of unmarked copies of Product Data in connection with construction.

1.7 MATERIAL SAFETY DATA SHEETS (MSDS)

A. Provide manufacturer’s Material Safety Data Sheets for each product specified.

B. Provide evidence from the Manufacturer that products contain no asbestos or lead-containing materials.

C. Keep all MSDS on file at construction site.

1.8 PERMIT

A. Submit all documentation showing the approval from authority having jurisdiction for building materials and systems required to have permits.

1.9 QUALITY ASSURANCE SUBMITTALS

A. Submit quality-control submittals, including design data, certifications, manufacturer's instructions, manufacturer's field reports, and other quality-control submittals as required under other Sections of the Specifications.

B. Certifications: Where other Sections of the Specifications require certification that a product, material, or installation complies with specified requirements, submit a notarized certification from the manufacturer certifying compliance with specified requirements.

1.10 OPERATIONS/MAINTENANCE (O&M) INSTRUCTIONS AND PARTS LIST

A. Prior to final inspection of acceptance, review contents of O&M manual with the Government’s designated operating and maintenance personnel, instructing them in operation, adjustments and maintenance of products, equipment, and systems. Maintain equipment and pay all costs of operation, demonstration, tests, and instruction until acceptance by the Government.

B. Refer to Section 01782, “Operation and Maintenance Manual Data” for requirements for submitting data for manuals.

1.11 COTR'S ACTION

A. Except for submittals for the record or information, where action and return is required, the COTR shall review each submittal, mark to indicate action taken, and return promptly.

1. Compliance with specified characteristics is the Contractor's responsibility.

B. Action Stamp: The COTR shall stamp each submittal with a uniform, action stamp. The COTR shall mark the stamp appropriately to indicate the action taken, as follows:

1. Final Unrestricted Release: When the COTR marks a submittal "Approved," the Work covered by the submittal may proceed provided it complies with requirements of the Contract Documents. Final payment depends on that compliance.

2. Final-But-Restricted Release: When the COTR marks a submittal "Approved as Noted," the Work covered by the submittal may proceed provided it complies with notations or corrections on the submittal and requirements of the Contract Documents. Final payment depends on that compliance.

3. Returned for Resubmittal: When the COTR marks a submittal "Not Approved, Revise and Resubmit," do not proceed with Work covered by the submittal, including purchasing, fabrication, delivery, or other activity. Revise or prepare a new submittal according to the notations; resubmit without delay. Repeat if necessary to obtain different action mark.

a. Do not use, or allow others to use, submittals marked "Not Approved, Revise and

Resubmit" at the Project Site or elsewhere where Work is in progress.

4. Other Action: Where a submittal is for information or record purposes or special processing or other activity, the COTR will return the submittal marked "Action Not Required."

C. Unsolicited Submittals: The COTR may return unsolicited submittals to the sender without action. PART 2 - PRODUCTS (NOT APPLICABLE)

3.1 SUBMITTAL SCHEDULE

A. Schedule of Submittals: Submittals (Schedules, Manufacturer's Literature, Shop Drawings, Samples, Test Reports, Certificates, Design Calculations, and Installation Instructions) are required for the items listed in the specifications or on the drawings. Submittals for additional items not shown on this list, but identified in the specifications or on the drawings, are also required.

B. Submittal Schedule: Asterisk (*) indicates critical items that must be submitted prior to the start of the work.

Submittal Schedule begins on next page.

END OF SECTION 01300

QRC ARSR

COORDINATION, LOCAL PERMITS AND TESTING 01410 - 1

SECTION 01410 – COORDINATION, LOCAL PERMITS AND TESTING

1.2 SUMMARY

A. This Section includes administrative and supervisory requirements necessary for coordinating construction operations including, but not necessarily limited to, the following:

1. General project coordination procedures.

2. Conservation

3. Coordination Drawings

4. Permits, testing and Inspections.

B. Related Sections: The following Sections contain requirements that relate to this Section:

1. Section 01200, "Project Meetings" for progress meetings, coordination meetings, and preinstallation conferences.

2. Section 01400, "Quality Requirements"

3. Section 01600, "Materials and Equipment" for coordinating general installation.

4. Section 01770, "Closeout Procedures" for coordinating contract closeout.

1.3 COORDINATION

A. Coordinate construction operations included in various Sections of these Specifications to assure efficient and orderly installation of each part of the Work. Coordinate construction operations included under different Sections that depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in the sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components to assure maximum accessibility for required maintenance, service, and repair.

3. Make provisions to accommodate items scheduled for later installation.

B. Where necessary, prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and attendance at meetings.

1. Prepare similar memoranda for the COR and separate contractors where coordination of their work is required.

QRC ARSR

COORDINATION, LOCAL PERMITS AND TESTING 01410 - 2

C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and assure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of schedules.

2. Installation and removal of temporary facilities.

3. Delivery and processing of submittals.

4. Progress meetings.

5. Project closeout activities.

D. Conservation: Coordinate construction operations to assure that operations are carried out with consideration given to conservation of energy, water, and materials.

1. Salvage materials and equipment involved in performance of, but not actually incorporated in, the Work.

1.4 SUBMITTALS

A. Coordination Drawings: Prepare coordination drawings where careful coordination is needed for installation of products and materials fabricated by separate entities and/or as directed by the COR. Prepare coordination drawings where limited space availability necessitates maximum utilization of space for efficient installation of different components.

1. Show the relationship of components shown on separate Shop Drawings.

2. Indicate required installation sequences.

3. Comply with requirements contained in Section 01300, "Submittals."

B. Staff Names: Within 15 days of Contract award, submit a list of the Contractor's principal staff assignments, including the superintendent and other personnel in attendance at the Project Site.

Identify individuals and their duties and responsibilities. List their addresses and telephone numbers.

1. Post copies of the list in the Project meeting room, the temporary field office, and each temporary telephone.

1.5 LOCAL PERMITS

A. Apply, pay fees and obtain all local building permits and inspections as required by the FAA.

1.6 TESTING

A. Unless otherwise specified, arrange and pay for the services of an independent testing laboratories/professionals to perform specific services and testing as required by this contract and by other authorities having jurisdiction.

B. Repair any damage caused by failures during the tests, at no cost to the Government.

QRC ARSR

C. Repeat all tests until Contract requirements have been fully complied…