13757206 RFP.pdf

NAS Lemoore DESIGN-BID-BUILD

Last Update: 11/06/2018

NAS Lemoore, CA

Public Works Office

750 Enterprise Ave

Lemoore, CA 93245

Project Title: AIRFIELD RUBBER DEPOSITS REMOVAL YEAR 2020 PROJECT

Work Order No. 1659587

RFP TABLE OF CONTENTS

DIVISION 1 GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 12 00 SPECIALNAS LEMOORE GENERALREQUIREMENTS

01 14 00 WORK RESTRICTIONS

01 20 00 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 31 23.13 20 ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT

MANAGEMENT SYSTEM

01 32 17 NETWORK ANALYSIS SCHEDULES (NAS)

01 33 00 CONSTRUCTION SUBMITTAL PROCEDURES

01 35 13 SPECIAL PROJECT PROCEDURES

01 35 26 GOVERNMENT SAFETY REQUIREMENT

01 45 00 CONSTRUCTION QUALITY CONTROL

01 50 00 TEMPORARY FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.01 20 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 32 EXTERIOR IMPROVEMENT

32 01 11.51 RUBBER AND PAINT REMOVALS FROM AIRFIELD PAVEMENTS

32 17 23 PAVEMENT MARKINGS

PROJECT ATTACHMENTS

ATTACHMENT 1 – BASE MAP

ATTACHMENT 2 – PROJECT DRAWINGS

AIRFIELD RUBBER DEPOSITS REMOVAL YEAR 2020 PROJECT

SECTION 01 11 00

SUMMARY OF WORK

02/02/2020

PART 1 GENERAL

This guide specification covers the requirements for a description of work covered in this contract.

1.1 DEFINITION

Throughout this section and all other sections, the terms "Approve", "Approved", "Approval" and alike shall be interpreted as "Accept", "Accepted", "Acceptance", and alike.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only. The design and construction shall be in accordance with sound construction practices, and the latest revision/edition of the following referenced codes and standards. The term "Latest Revision/Edition" is defined as the version as of the proposal date for the solicitation. It shall apply for any and/or all of the work being performed. (References per www.wbdg.org and other sources)

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Submit the followings in reference to Contractor material proposals for acceptance by the Government Project Manager prior to start of work. Work shall not commence until all material proposal submittals have been reviewed and accepted by the Government Representative.

Performance/Payment Bonds; G

Quality Control Plan; G

Construction Schedule; G

Waste Management Plan; G

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Safety Plan; G

Schedule of Prices; G

Contractor Employee Base Access Pass; G

Submittal Register; G

Environmental Protection Plan; G

SD-03 Product Data

Safety Data Sheets; G

Licenses, Permits and Notifications

Manufacturer's Product Data Sheet; G

SD-10 Operation and Maintenance Data

Operating and Maintenance Manuals; G

SD-11 Closeout Submittals

Certificate of Insurance; G

1.4 SCHEDULE OF SUBMITTALS

Except as specified otherwise, allow review period, beginning when Government receives submittal from the QC organization, of 10 working days for return of submittal to the Contractor. Period of review for submittals with

Contracting Officer acceptance begins when Government receives submittal from

QC organization. Period of review for each resubmittal is the same as for initial submittal.

The Construction Manager (CM) or CMT will select only those submittals deemed applicable to the project based on type, size, technical difficulty, location, and nature of the project. Required submittals are indicated below with either a check mark or yes in the "Required" column. Submittals deemed not applicable shall be marked "N/A".

1.5 WORK COVERED BY CONTRACT DOCUMENTS

1.5.1 Project Description

This is a Design Bid Build (DBB) contract.

1.5.1.1 General Intention and Scope of Work

Project requires to remove existing rubbers deposits with waterblasting method and re-stripe Airfield pavements with waterbased paints and glass bead type III on runways 32L, 32R, 14R, and 14L in accordance of project drawings and specifications.

The work shall be during per Airfield Operator schedule. The work shall be minimum 4 phases with minimum 1 day between each phase. The work shall be during week days. Monday through Friday, 6am – 6pm (0600 – 1800), exclude holidays.

1.5.1.2 Work Requirements

The contractor shall furnish all labor, management, supervision, tools, materials, equipment, incidental engineering, and transportation necessary to perform all ordered work in this task order. The Work shall include, but shall not be limited to, the following:

1. Work will be accommodate to Air Operation schedules. Contractor shall contact Air Operator and Contract Officer for the specific

Construction time schedule. Each runway will be accomplished independent of each other before work on another runway, and the number of work days between work areas will be minimum 1 calendar days.

1.3.1 Requirements

1. Demolition:

Demolition as indicated on the project drawings. Shot-blasting and sand-blasting are not allowed for rubber removal.

i. Remove all rubber deposits on Airfield pavements at runways 32L, 32R, 14R, and 14L per project drawings and specification “32 01

11.51 Rubber and Paint Removals from Airfield Pavements.”

ii. Dispose of all debris materials off the Naval Base at an approved disposal site.

2. Construction:

Construction as indicated on the project drawings. The paint materials shall be waterborne paint. The glass beads shall be type

III, gradation A.

i. Re-stripe all retro-reflective paints and non-reflective black paint in rubber removal areas on Airfield pavements at runways

32L, 32R, 14R, and 14L per project drawings and specification “32

17 23 Pavement Markings.”

1.5.2 Location

The work is located at the Naval Air Station Lemoore, CA 93246. See attached base maps for location. The exact location will be shown by the Contracting

Officer.

1. Airfield pavements at Runways 32L, 32R, 14R, and 14L.

Naval Air Station, Lemoore, CA 93246.

1.6 CONTRACT DRAWINGS

The following drawings are included in the RFP package.

Drawing No. 13415sk, 13416sk, 13417sk, 13418sk, 13419sk, 13420sk, 13421sk, and 13422sk.

Soft copies of full size contract drawings, maps, and specifications will be furnished to the Contractor without charge. Reference publications will not be furnished. Immediately check furnished drawings and notify the Government of any discrepancies.

1.7 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract.

Occupancy notifications will be posted in a prominent location in the work area.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

It is necessary that the scheduling and performance of work to be done in such a manner as to cause the least possible interference to the occupants.

All life, fire safety requirements shall be operational at areas occupied during the work being performed.

1.8 PROJECT DURATION

Performance period is 120 days after award.

1.9 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.10 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with

Installation requirements for locating and marking underground utilities.

The Contractor is responsible to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar

(GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered.

Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations by providing survey of area before work is scheduled to be done.

Government team will need to review survey and accept work plan before work starts.

1.10.1 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

1.11 NAVY AND MARINE CORPS (NMCI) COORDINATION REQUIREMENTS

1.11.1 NMCI Contractor Access

Allow the NMCI Contractor access to the facility towards the end of construction (finishes 90 percent complete, rough-in 100 percent complete, Inside Plant (ISP)/Outside Plant (OSP) infrastructure in place) to provide equipment in the telecommunications rooms and make final connections.

Coordinate efforts with the NMCI Contractor to facilitate joint use of building spaces during the final phases of construction. After the

Contracting Officer has facilitated coordination meetings between the two contractors, within one week, incorporate the effort of additional coordination with the Government NMCI representative and the construction

Contractor into the construction schedule to demonstrate a plan for maintaining the contract duration.

1.12 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located near the construction site.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

1.13 MEETINGS

1.13.1 Preconstruction Conference

In accordance with the basic contract, section entitled "PRECONSTRUCTION

CONFERENCES"; Conferences or meetings shall take place no later than 15 calendar days following the task order award.

1.13.2 Preconstruction Survey

In accordance with the basic contract, section entitled "Environmental

Protection"; the contractor shall schedule a preconstruction survey within 15 work days of task order award. Also develop and submit a project Plan of

Action and Milestones (POAM) for project completion.

1.14 OPERATIONS AND MAINTENANCE DATA

Provide O&M Data per the basic contract; section entitled "Operations and

Maintenance Data."

1.15 QUALITY CONTROL

The contractor shall provide updates and tailoring of the Quality control plan accepted for the basic contract section entitled "Contactor Quality

Control." These updates will include but are not limited to the QC organization, Testing Plan and Log and the list of Definable Features of

Work.

1.16 SAFETY

1.16.1 Accident Prevention Plan (APP)

The contractor shall provide updates and tailoring of the quality control plan accepted for the basic contract section entitled "Safety Requirements."

These updates will include but are not limited to the Safety organization, list of Definable Features of Work, and individual plans of section 9 of the

Accident Prevention Plan

1.16.2 Activity Hazard Analyses (AHAs)

Provide AHAs for every construction activity which will be aligned with the list of Definable Features of Work.

1.17 EQUIPMENT COMPLIANCE

For all equipment, (such as equipment rated at 50-horse power or greater) used aboard NAS Lemoore requiring Kings County Equipment Certifications, submittal copies of certifications shall be provided to the Construction

Management Team (CMT) prior to bringing equipment aboard, and a copy or the actual certification shall be on site with the equipment in operation at all times. For information regarding equipment certification requirements call the NAS Lemoore Environmental Department at (559) 998-4070.

PART 2 PRODUCTS

2.1 MATERIALS, DELIVERY, AND STORAGE

Materials shall be delivered to the job site in the manufacturer's original unopened containers, with the brands and names clearly marked thereon. All material shall be carefully handled and shall be stored in their original containers.

2.2 ENVIRONMENTAL PROTECTION

Provide coating and sealant materials that conform to the restrictions of the

California Air Resources Board (CARB) and the local Air Pollution Control

District Kings County, regional jurisdiction.

2.3 SAFETY DATA SHEET

Copies of Safety Data Sheets for all material used on this job shall be submitted to the Facility Support Quality Assurance Branch Manager.

PART 3 EXECUTION

3.1 GENERAL

General standard construction practices shall be the acceptable method of performance.

3.2 DEMOLITION

In general terms, demolition work shall include the removal and effective management and disposition of existing construction and or structures.

Contractor shall take care to prevent damage to existing utilities and construction not scheduled for demolition. If damage occurs, the Contractor shall make repairs to the satisfaction of the Contracting Officer at no cost to the Government. Comply with local activity and/or installation local requirements regarding demolition and removal. Unless otherwise specified all demolished materials and equipment must be removed from government property in accordance with applicable laws and regulations, including local activity or installation regulations.

3.3 INSTALLATION AND WORKMANSHIP

Installation of materials shall be as specified by the manufacturers of the products. The work shall be accomplished by skilled workmen, in conformance with the best practices of the particular trade.

3.4 PROTECTION OF GOVERNMENT PROPERTY

Take special care to protect Government property. Return areas damaged as a result of construction under this contract to their original condition. In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements", perform the following:

a. Remove or alter existing work or facilities in such a manner as to prevent injury or damage to any portion of the existing work or facilities that remain.

b. Repair or replace portions of existing work that have been altered during construction operations to match existing or adjoining work, as accepted by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

c. Preserve the natural resources within the project boundaries and outside the limits of permanent work. Restore to an equivalent or improved condition upon completion of work. Confine construction activities to within the limits of the work indicated or specified. Conform to the national permitting requirements of the Clean Water Act.

3.5 CLEAN-UP

a. The work site shall be kept free at all times from accumulation of waste material and/or rubbish resulting from the work. Combustibles shall be removed daily, and upon completion of the work, all debris, tools, and surplus materials shall be removed and disposed of off station.

b. Once demolition starts the Contractor will deliver all recyclable products to the Base Recycle Center.

3.6 LIQUIDATED DAMAGES

The cost of liquidated damages is per project liquidated damages document.

-- End of Section --

SECTION 01 12 00

SPECIAL NAS LEMOORE GENERAL REQUIREMENTS

5/18

PART 1 GENERAL

This specification covers the requirements for all projects to be implemented in Naval Air Station Lemoore.

Throughout this section and all other sections, the terms "Approve", "Approved", "Approval" and alike shall be interpreted as "Accept", "Accepted", "Acceptance", and alike.

1.1 SUBMITTALS

SD-01 Preconstruction Submittals

Crane Oversight Plan; G

1.1 PRINCIPAL FEATURES

The following are the principal features for NAS Lemoore (XDAT NUMBER AND

PROJECT TITLE). This project shall include but shall not be limited to the following:

AIRFIELD RUBBER DEPOSITS REMOVAL YEAR 2020 PROJECT

1.2 DEMOLITION, REMOVALS, AND EXCESS MATERIALS

All materials, equipment, and refuse generated through the demolition work required by this contract shall become the property of the contractor and shall be disposed of by the contractor off base at the contractor's expense unless specifically listed otherwise in the drawings or demolition section of the specifications. Hazardous material removal and disposal shall be accomplished in accordance with all applicable codes and regulations and shall be the sole responsibility of the contractor. Coordinate with the

Public Works Department (PWD), Environmental Management Division (EMD), Hazardous Waste Manager (HWM) and for HWM signature on manifests before removal of Hazardous Waste from NASL, per section 1.30.8 "Hazardous and Non-

Hazardous Wastes Manifesting", paragraphs a and c.

1.3 EXCAVATION

Excavation of any kind is prohibited prior to processing a duly executed

Excavation Assist Application. Excavation Assist Applications are only valid for 90 calendar day period and only as much excavation work that can be accomplished in 90 days shall be processed on any individual Excavation

Assist Application. The contractor shall mark the area to be excavated at the site in white chalk paint prior to processing the Excavation Assist

Application and shall provide a drawing/sketch of the area to be excavated along with the Excavation Assist Application. The contractor shall maintain the utility marking for the 90 days or until all excavation is completed.

Excavation prior to completion of such application shall be at the contractor's risk. Any damage to utilities or other government property as a result of such excavation shall be repaired or replaced by the contractor at no additional cost to the government. Any damage to utilities owned or maintained by other companies will be repaired by the contractor or will be paid for by the contractor for the company to repair the utility at the company's option. Processing the Application is the responsibility of the contractor and will require the contractor to take the drawings and permit to the Engineering Technician assigned to the project. It must be submitted no later than 0900 hours that morning to be considered for the 1000 hours’ coordination. In addition, the contractor shall contact Underground Service

Alert for review and coordination by commercial telephone, gas, and electrical companies before submitting the Application. Depending on personnel availability, complete processing may be expected to take up to 10 working days. The contractor will be notified when the Excavation Assist

Application is processed.

Contaminated Soil - If the evidence of possible soil contaminants is found in the process of excavation and/or soil removal, Environmental Compliance

Branch, shall be notified immediately by submitting notification through the

Contracting Officer.

1.4 CRANE OVERSIGHT PLAN

The Contractor shall submit crane oversight plan to minimize the potential for damage to Government property and injury to Government personnel by contractor's operating weight handling equipment at Naval Air Station (NAS)

Lemoore. See Appendix A3_NAS Lemoore Instruction 114S2.1A Crane Oversight.

1.4 UTILITY OUTAGES

Outages for utility tie-ins/shut downs require prior approval of the

Contracting Officer. All requests for outages shall be submitted in writing to the Contracting Officer at least 14 calendar days in advance of the proposed date unless specifically indicated otherwise elsewhere in the contract documents. "Excavation Assist Application", final approval must be accomplished not less than two weeks before start of work. Major outages must be coordinated and approved through senior leadership well in advance (30 days). Notify Contracting Officer of outages.

1.4.1 NAS Lemoore Policy for Electrical Connection and Disconnection

The Contractor needs to review the following NAS Lemoore policy for this issue:

a. In no event shall Contractor tap, connect to, or otherwise touch the utility owner's infrastructure without the utility owner's express written permission. In accordance with the NAS Lemoore, The scope of the work to be accomplished will be provided by the project contractor to NAS

Lemoore by means of sketches, drawings, and a site visit (note: courtesy copies are also requested for delivery to the Contracting Officer

Representative (COR), NAS Lemoore. NAS Lemoore will provide an estimate of the work required to connect the project to primary distribution (i.e.

transformer, cables, connection or splicing, conduit, trenching, etc.)

within two (2) weeks of the site visit. The connection/disconnection will cover the scope of work including all labor and materials and will be negotiated between the project contractor and NAS Lemoore. Safety and reliability considerations dictate that NAS Lemoore be exclusively responsible for the physical cable connections and disconnections (i.e., others cannot perform maintenance and repair of NAS Lemoore- owned equipment).

b. It is recognized that the Government may elect to have a contractor install a new service connection in accordance with the provided specifications as part of a MILCON or other construction project. Any work performed by the project contractor is subject to inspection by NAS

Lemoore to ensure specifications are met and components are compatible with the primary power system. However, it is highly recommended that NAS

Lemoore perform the installation/demolition of the exterior electrical components from the secondary side of the transformer up to the main building panel but shall, at a minimum, install components from the primary distribution cables to NAS Lemoore Point of Demarcation (usually supply side of the transformer). In order to accommodate for all load requirements and design challenges, designers are encouraged to include

NAS Lemoore in the design meetings of each project involving exterior electrical installation.

c. NAS Lemoore Utility shops shall be responsible for adding any additional service points and/or deleting any service points that are no longer required. NAS Lemoore shall coordinate this work with the COR.

d. NAS Lemoore Contact Information:

NAS Lemoore Electrical Utility Shop Manager: Sean Foley

Phone: (559) 998-0477

Address:

765 Franklin Blvd.

LEMOORE, CA 93246-4000

1.5 CONTRACTOR'S STORAGE AREA

At the time of contract award, the Government may assign an outside area to the contractor for the storage of his supplies and equipment. The contractor shall provide an identification sign posted at the area, stating contract title (S), contract number (S), contractor's name, original contract completion date (s), and emergency phone number for all contracts currently in progress at NAS Lemoore. The contractor shall be responsible for his own security and weatherproofing. Missing or damaged material shall be replaced by the contractor at no additional cost to the Government at the completion of the contract. The location of the contractor storage area will be determined by the Contracting Officer. Base policy is to locate all contractor storage areas in a confined area. Area will be assigned at NAS

Lemoore. Contractors are required to perform basic housekeeping within the designated area on a regular basis, to include repairing fence material, subject to quality assurance inspection by base personnel.

1.6 CONTRACTOR SECURITY OF JOB SITE

The Contractor shall be required to fence off the construction site and have all access gates secured with key able locks. The fence shall be of chain link with fabric and be 6 feet high minimum. The Contractor shall furnish the duplicate gate keys to the base fire chief, and the designated construction inspector.

a. All temporary fences and structures that the contractor uses to protect his materials shall be removed at project completion.

b. The storage area shall be cleaned of all debris and demolition material and repaired as required to bring the site back to its original condition.

1.7 CONTRACTOR WORK TRAILER (ON SITE OFFICE)

The Contractor may provide an on-site office trailer as necessary for the accomplishment of the work. The trailer shall conform to the following criteria; Trailer shall be well maintained, and not appear in a condition requiring extensive repair, trailer color shall be light beige for the body, with optional medium to dark brown trim. In no case shall a trailer be permitted on the work site unless color is approved by the Contracting

Officer. It may be required to locate contractor work trailer in an area not adjacent to the construction site. Location of the contractor work trailer must be approved by the Contracting Officer.

1.8 WORKING HOURS

Work shall be performed during normal work-week, 7:00 a.m. to 5:00 p.m., Monday through Friday, excluding Federal Legal Holidays and/or days not worked by the Government in observance of such Federal Legal Holidays. Work shall not be performed at any time other than the normal work-week without obtaining written approval of the Contracting Officer at least seven (7) calendar days in advance.

1.9 FIRE PREVENTION

Responsibility: The Base Fire Chief or his representative will attend pre-construction conferences to brief contractors on pertinent fire regulations and to provide guidance for fire safe operations during contract performance.

Fire prevention guidance will be furnished to the contractor for briefing his personnel.

1.9.1 Fire Prevention Rules

1.9.1.1 Smoking

a. Use of cigars, cigarettes, matches, and mechanical lighters is prohibited in buildings used for storage, repair, processing, or servicing except in areas designated as "Authorized Smoking" as approved by the Base Fire Chief or his designated representative. Areas so designated shall be marked by suitable signs.

b. Discarded smoking materials shall be placed in special non-combustible receptacles. At the close of business, or upon cessation of operations each day, these receptacles shall be removed from the building and the contents disposed of in a fire-safe manner.

c. Smoking is prohibited in any facility or area where any painting is being done. Smoking is prohibited within 50 ft. of storage, repair, servicing, processing. Smoking is prohibited within 100ft of any hazardous vapors or materials being used.

1.9.1.2 Fire Reporting

Any person who discovers a fire shall report it immediately, even when it is extinguished without the aid of the Fire Department. This shall be done by:

a. Sounding the alarm locally by activating the installed fire alarm or by shouting to notify the occupants.

b. Telephone reporting of Fires: Call 911

c. Give the Fire Department the following information:

1. Building number or physical address.

2. Type of Fire (Building, Grass, Automobile, Electrical, Fuel)

3. Exact location of the fire in the building (1st, 2nd floors, North end, South end, etc.)

4. Name of person reporting the fire

1.9.1.3 Heating

Non-explosion proof electrical heaters and all open flame heaters are prohibited for use in any facility or area where volatile vapors are present or may accumulate.

1.9.1.4 Electricity

a. During Fire Prevention inspections, all appliances deemed unsafe and connected to an electrical distribution system shall be disconnected from the electrical system until approved by a competent electrician.

b. In buildings where volatile liquids are used and/or stored, only vapor-proof type drop cords shall be used.

c. All flexible cords on appliances shall be UL listed and rated for the type of working being accomplished. Cords shall be continuous lengths and kept in good condition without splice tape.

1.9.1.5 Housekeeping

a. Trash shall not be allowed to remain in any area or building overnight.

b. Only non-combustible trash containers and waste paper containers shall be used.

c. Trash shall not be allowed to accumulate on the floors, in attics, or underneath stairwells or buildings. Attics and the area underneath stairwells shall not be used for storage without prior written approval of the Base Fire Chief by submitting request through the Contracting

Officer.

d. Outdoor trash receptacles shall be located at a reasonable safe distance from buildings. Trash and litter, including scrap lumber, shall not be stacked less than twenty (20) feet from any building.

e. Rags shall be kept in a metal container with metal lid. Oily rags shall be removed from the building at the end of each work day. All containers shall be properly labeled with contents.

1.9.1.6 Flammable Liquids

a. Flammable liquids shall be stored only in designated buildings and areas with "FLAMMABLE" AND "NO SMOKING" signs prominently posted.

b. Gasoline shall not be stored in any building on NAS Lemoore without written approval from the Base Fire Chief by submitting request through the Contracting Officer.

c. A supplemental supply of flammable liquids kept on the premises shall be limited to the amount necessary for one day's use. This supply shall be kept in approved safety cans stenciled with the name of contents and the word "FLAMMABLE".

d. All paint storage sheds shall be at least fifty (50) feet from any building.

e. All spray painting shall be done in compliance with established industry safety practices and current regulations.

f. Blow torches or any type of open flame are prohibited for removing paint or tile from any type of surface.

g. The tanks on any small gasoline powered engine shall be drained and purged before storing in any building on NAS Lemoore unless a specific building is designated for this purpose and approved in writing by the

Base Fire Chief by submitting request through the Contracting Officer.

1.9.1.7 Liquid Powered Equipment

a. In all areas where an accumulation of explosive gases is likely to occur from the use of power equipment, adequate ventilation shall be maintained.

b. Privately owned vehicles shall not be parked in any building or structure other than those designated and approved in writing for this purpose.

1.9.1.8 ARC Welding, Torch Welding, Cutting, and Brazing

a. Welding, cutting, or brazing within or around any structure, other than approved welding shops, will require permission from the Fire

Department and the issuance of a Welding Permit. Any open flame (welding, tar kettles, etc.) will require a welding permit. Call Fire Prevention at

EXT. # 3241 to have a permit issued.

b. Backflow protection shall be provided by an approved device that shall prevent oxygen from flowing into the fuel gas supply system or fuel gas from flowing into the oxygen supply system.

c. Flashback protection shall be provided by an approved device that shall prevent the flame from passing into the fuel gas supply system.

d. Only certified welders shall operate welding equipment.

e. All equipment shall be inspected daily for damage, loose connections, and unsafe conditions. Repair or replacement shall be made if required.

f. When precautionary measures have been taken and fire hazards continue to exist, a fireguard provided with suitable fire extinguishing equipment shall be stationed near the welding location.

g. During any work in which a concentration of flammable vapors or dust is likely, all open flames shall be extinguished and the building shall be adequately ventilated. Precautions shall be taken to insure that electrical circuits are not activated.

h. Do not shut off water mains and fire hydrants or perform any maintenance that will interfere with the water supply on the Base without first notifying the Base Fire Prevention at 559-998-3241.

i. For all potential fire hazards and actual emergencies not specifically covered in this section, the exercise of good common sense will usually suffice. When in doubt, call Fire Prevention for assistance at 559-998-3241.

1.9.1.9 Asphalt and Tar Kettles

a. Asphalt and tar kettles shall be located a minimum of twenty (20) feet from any building. Kettles in use shall be continuously supervised.

b. Asphalt and tar kettles shall be equipped with a temperature gauge.

The temperature gauge shall be kept visible and in good working order.

c. Containers of compressed gas for heating tar shall be secured to prevent falling.

d. Two portable fire extinguishers shall be provided. Each extinguisher shall have a minimum rating of 10 BC. These extinguishers shall be fully charged and within fifteen (15) feet of the tar kettle during kettle operations.

e. For all potential fire hazards, call the Fire Prevention at EXT. #

3241 for assistance.

f. For actual emergencies not specifically covered in this guide, call

911.

1.10 SUBMITTAL REQUIREMENTS

For submittal requirements refer to the contract documents and the technical specifications. If exact products are specified in the contract documents, and the contractor intends to use those same products in the construction work, submittal requirements are to provide technical specifications for catalogue cuts, manufacturer's literature, and samples. The contractor shall provide a list of products that fall into this "intended use of exact product specified" category along with the manufacturer's installation/application instruction for each product on the list. This list and manufacturer's installation/application instructions shall be provided at the pre-construction conference for review and approval by the Contracting Officer.

1.11 REVIEW OF SUBMITTALS

The Government's review will be limited to determination of the submittals' conformance with design concept and general requirements of the project.

Approval by the Government shall not absolve the contractor from his responsibilities for specific performance of the item or items submitted.

Time allowed for original and any subsequent reviews shall be ten (10) working days after receipt by the Contracting Officer, except for substitutions. Submittals consist of the following:

a. Shop drawings (4 copies)

b. Catalog cuts and manufacturer's literature (4 copies)

c. Samples (2 copies)

d. Manufacturer's Installation Instructions

1.11.1 Channel of Submission

Submittals will be accepted only from the contractor (not sub-contractor or material supplier). Contractor shall check submittals for completeness, accuracy for construction purposes, and conformance with contract requirements. Contractor shall indicate his approval on each submittal. All material submittals shall be provided to the Contracting Officer for approval.

1.11.2 Shop Drawings

Shop drawings shall be prepared by persons competent and experienced in trade involved. Drafting skill is not a requirement but accuracy and completeness are. Drawings shall reflect field measurements and conditions and shall show the relationship of the item to adjacent materials.

1.12 TRADE NAMES

Trade names of specific products in this specification are used only for purposes of defining general quality and performances. They are not used to preclude the use of products of equal characteristics by other manufacturers.

The Government reserves the right to determine equality. Physical dimensions, color, and texture will also be considered in determining equality. All items will be submitted one time for approval.

1.13 PROTECTION

Contractor shall be solely responsible for furnishing, erecting, maintaining, and removing all protective barriers, signs, temporary lighting, etc.

required for protection of persons and property. Open flame devices of any kind are prohibited. Driving vehicles on grassed areas is prohibited during construction unless a request has been submitted in writing and approved by the Contracting Officer.

1.14 MAINTENANCE

During the construction period, all vegetation at the construction site and the storage area shall be maintained by the contractor. Maintenance shall include mowing grass and/or weeds at least weekly. All damaged or dead vegetation shall be replaced as directed by the Contracting Officer at no additional cost to the Government.

1.15 SPECIFICATIONS

These specifications are divided into several trade sections for convenience and not to establish the limits of the work required of any trade. It shall be the contractor's responsibility to allocate the work between appropriate trades. In the event of a discrepancy between the contents of the accompanying drawings and specification(s), the specifications shall govern.

1.16 CALL FOR FINAL INSPECTION

To assure that all members of the inspection party can be notified and can make necessary arrangements to be available, the contractor shall provide the

Contracting Officer with the proposed date for final inspection not less than seven (7) calendar days in advance. A pre-inspection will be made by the inspector prior to the scheduled final inspection. If the contract is not deemed complete, the final inspection will be postponed until the Government is satisfied that the project is ready. If construction deficiencies are identified, request for re-inspection shall be given at least two (2) working days in advance of the proposed date.

1.17 PROGRESS CHART

Reference FAR 52-236.15. The salient features of the Progress Schedule shall consist of a minimum of one item for each division of the specification. The divisions shall follow the CSI format below. The contractor need list only divisions that are used in the specifications. He may further subdivide each division as to best suit his needs. On the Progress Schedule, the contractor shall also provide columns breaking down labor and material percentages for each element of work so that they total the percentage in Column "C" on the schedule.

1.18 CONTRACTOR DAILY REPORT TO INSPECTOR

The Contractor shall provide a daily report to the Civil Engineering

Construction Inspector through the Base Contracting Officer, or his designated representative. The daily report may be turned in on a weekly basis to the Base Contracting Office.

1.19 FLIGHTLINE ACCESS

For entry of contractor-owned vehicles to NAS Lemoore flight line, the contractor shall comply with the following procedures in accordance with NAS

Lemoore procedures for Vehicle Operations on the Flight line.

1. Applications shall be prepared in letter form (3 copies) on company letterhead stationery, signed by the senior company representatives on

NAS Lemoore, and submitted to the Chief, Airfield Management, through the

Contracting Officer. As a minimum, applications shall include the following information:

(a) Total number of vehicles requiring entry

(b) Type, make, state of registration, and license number of each

Contractor vehicle

(c) Location of company/firm name on each vehicle

(d) Navy contract number, type, and expiration date of contract

(e) Frequency of entry into flight line areas on official business and justification therefore

(f) An approval by the contract monitoring military unit/agency indicating mission necessity

2. Approved applications (originals) will be returned through channels to the applicant. Applicant shall retain this letter for the duration of the contract period. Base Operations shall be notified by letter immediately of any changes to paragraph 1.19.1.

1.20 EQUIPMENT LIST AND MAINTENANCE MANUALS

a. The contractor shall provide an equipment listing for all installed equipment. The listing shall be sequentially numbered and, as a minimum, contain the following information for each equipment item:

Type/description, date installed, date warranty expires, installed location, manufacturer, model number, serial number, HP, volts and amps.

b. For all equipment required by this contract, the contractor shall also provide four (4) copies of complete maintenance and repair manuals including parts listings, flow diagrams, and control diagrams. Equipment list and maintenance manuals shall be provided and approved prior to final acceptance of work under this contract.

1.21 AS-BUILT DRAWINGS

a. By definition, the as-built drawings are an accurate record of the construction as actually installed and completed including all the information shown on the original set of contract drawings, unless work was deleted by modification or additive bid, and a record of all deviations, modifications or additions to the contract drawings however minor, which were incorporated in the work from notice to proceed until final acceptance.

b. Throughout the course of the work, the Contractor shall keep 2

RECORD SETs of drawings and specifications. They shall be marked showing changes and deviations from the original contract set. Each change shall be dated and initialed by the Contractor and the Contracting Officer.

Changes shall be drawn accurately with measurements given field conditions and shall show all changes. Where changes were due to an approved change order or a field order, enter at the location of change, the change order number or field order number. Prior to final inspection, the Contractor shall submit a RECORD SET to the Government for review.

The Project Inspector and Project Engineer will compare the RECORD SET with actual construction conditions for accuracy. The drawings shall include but not be limited to the following information:

1. The location and description of any utility lines or other installations of any kind or description known to exist within the construction area. The location includes dimensions of permanent features.

2. The location and dimensions of any changes within the building or structure.

3. Correct grade or alignment of structures or utilities if any changes were made from contract plans.

4. Changes in details of design or additional information obtained from working drawings specified to be prepared and/or furnished by the Contractor including but not limited to fabrication, erection, installation plans and placing details, bolt sizes, dimensions of equipment foundations, etc.

5. All changes and modifications which result from the final inspection.

c. After receipt of the Government accepted RECORD SET (red lines) along with a CD containing the original electronic design drawings, the

Contractor shall prepare and submit an AS BUILT - redrawn in AutoCAD

(.dwg) with actual construction conditions.

All site and building drawings will be to scale. All dimensions shall be expressed in inch-pound (English Imperial). NAS Lemoore is presently using AutoCAD 2010 and utilizing Paper Space and Model Space in its drawing files. All drawing files must be compatible with NAS Lemoore CADD system. All files shall be DWG (AutoCAD) format. All drawings shall be drawn full size (1 to 1) in Model Spaces, and shall be identical to the hard copy and only contain the data shown in the Model Space for that file. Also submit two CDs with digital AS Built - sets of drawings on CD prepared using AutoCAD, versions 2000 to 2010, for Windows and in pdf format. All CDs and electronic and hardcopy drawings shall be labeled with the building number, drawing number, project number, project name, company name, and the date the CD/drawing was made. The drawing sheets shall be numbered consecutively starting with the cover sheet as sheet number 1. Sheet numbering shall be reflected as, for example, l of 8, 2 of 8, 3 of 8, etc. All electronic and hardcopy drawings shall be marked

"AS BUILT" on each sheet with revision date. Show all changes that have been made and noted. Submit the final "AS BUILT" drawings on CD and hardcopy not later than 30 days after project completion. The Project

Manager and Construction Inspector shall QC "AS BUILT" electronic files for correct data before submission to Government for Engineering

Technicians to archive.

d. All electronic drawings shall be in the following format:

1. Digital data files shall be provided in Vector format

(modifiable drawings) and saved as a DWG file utilizing AutoCAD 2000 to AutoCAD 2010 and pdf format in separate folders.

2. CADD data shall be provided on CD-ROM labeled "AS BUILT" with the building number, drawing number, project number, project name, company name, and the date the CD was made.

3. Contractor shall submit "as built drawings". Electronic deliverable is required for project. Produce drawings using computer aided design and drafting (CADD) software. Include plot style tables, font styles, images (in "jpg", "tif", or "png" formats), and etc., support files necessary for initializing, view, editing and plotting.

Drawing files shall be a standard component of Autodesk or Microsoft windows. Provide drawings in native Autodesk AutoCAD ("dwg"), 2000 to

2010 version format.

4. Drawings shall be fully functional AutoCAD drawings. External reference (xref) files shall be eliminated and be bound to the drawing file. All information shall be contained within the sheet border, and that all text when printed on full-size plot is no smaller than 1/8" height. All drawn structures & items shall be accurately drawn to actual conditions (location, placement, and size) to correct drawings units (within a tolerance of 1/4"). Assure that each viewport displays its content to accurate scale. Provide an additional north arrow in model space at true north orientation.

Accurately identify and place utility location & elevation within a tolerance of 1 inch. Provide drawings on compact disk (CD), and ensure that all drawings on disk are capable of being opened, legibly viewed, and printed. Hardcopy shall be complete full-size set on bond or vellum paper, wet-stamped or printed signed stamp copy from electronic file by architect/s or engineer/s responsible for each discipline. Submit all drawings of the same size; either in D

(34"x22"), E (42"x30"), or F (40"x28"). Each drawing sheet shall be an AutoCAD file (one file for one sheet). Files shall be named in sequence as drawing set order. All shop drawings shall be incorporated into and reflected in the final as built record drawings to provide one complete comprehensive as built construction set of record.

5. No zipped, compressed or spliced files will be accepted.

6. Drawing files may contain only one drawing per filename.

7. Electronic drawings must include an index specifying file names as they correspond to sheet names, i.e. for 0397M3.dwg, 03-97 is the assigned drawing number and M3 is the sheet name.

8. The Contractor shall ensure that the drawings which use external file references (X-REF's) shall be eliminated by binding into the drawing file(s).

9. All software and electronic files shall be virus free.

e. The Contractor is encouraged to have the original Architect-Engineer complete the work under this section, as they will be most familiar with the drawings and requirements.

1.21.1 Geo Base Spatial Data Requirements

a. Work outside the boundary of existing footprints of buildings and structures shall require the submission of Geospatial/mapping data. This includes, but is not limited to, building and structure footprints, utilities, infrastructure, survey data, etc. Contract requirements for the collection and delivery of georeferenced geospatial data shall specify either mapping or survey grade Global Positioning System (GPS) or traditional survey methods of data collection. The use of either mapping or survey grade GPS technology will depend on the precision requirements of the data. Deliverables that involve digital maps or other geospatial data must be delivered in a georeferenced Geographic Information System

(GIS) format which would include Environmental Systems Research

Institute's (ESRI) shape file and geo database formats. Detailed specifications for data precision, data collection, attribution, and file format delivery should be included in each contract.

b. All deliverables that involve maps or other geospatial data must meet the following requirements:

1. All maps and associated data must comply with the latest Navy

Data Model (NDM) adaptation of Spatial Data Standards for Facilities, Infrastructure, and Environmental (SDSFIE) available from the

Regional GeoReadiness Center. These data will be organized using the latest specifications as outlined in the Navy Data Collection Guides found at http://datacollectionadvisor.com/ (latest available as of

April 2018) for file, feature class and attribute nomenclature.

Guidance on the latest version of NDM is available from the Region's

GeoReadiness Center (GRC). Information must be collected at no less than 1:1200 scale for base cantonment areas and 1:4800 for large undeveloped base areas. Spatial data will meet or exceed National Map

Accuracy Standards at those scales. Metadata will be provided and will use Federal Geographic Data Committee (FGDC), Content Standards for Digital Geospatial Metadata (CSDGM) for organization.

2. Geospatial data must be delivered in a georeferenced GIS format

(feature-based file structures including one-to-one cardinality between spatial records and attribute records). All attribute data as specifically outlined in the contract must be included either in the

GIS data file or as a separate table with a SDSFIE key variable that may be used to relationally join the separate table with the GIS data file. All geospatial data must be delivered in the Global Coordinate

System (GCS) WGS 1984 projection, Universal Transverse Mercator (UTM)

Zone 11N using survey feet. Further guidance on mapping units, coordinate systems and projections is available from the Regional

GRC. Mapping or Survey Grade GPS or comparable traditional survey methods will be used to collect geospatial data. All use of mapping or survey grade GPS will depend on the precision requirements of the data. These requirements will be identified in the specifications for all activities where geospatial data are involved.