Attachment_1-_Statement_of_Work.pdf

125th FIGHTER WING

FLORIDA AIR NATIONAL GUARD

BASE CIVIL ENGINEERING

14300 FANG ROAD, JACKSONVILLE IAP, FL. 32218-7933

STATEMENT OF WORK

20 July 2017 (Final)

REPAIR CONCRETE & RE-STRIPE

AIRFIELD PRIMARY & ALERT RAMPS

SW-1 SCOPE:

Re-Striping Airfield ramp and alert shelter. The project site is located at the Air National Guard Base, Jacksonville International Airport in Duval County, Florida. The work will be done on the FANG airfield primary ramp area. This project will include all equipment, labor and materials to remove, clean and prep approximately 7,726 sq ft of airfield striping (see attached sketch) on the airfield primary and alert ramp area. Re-Paint new striping- 6,416 sq ft of 1-6” yellow stripe using reflective media (paint), and 6363 sqft of 2-3” solid black stripes (outlining the reflective yellow) and approximately 1,310 sq ft 1- 6” solid green stripes for wing tip clearance. See attached specification titled pavement markings 32-17-24.00 10 and consider this the paint striping requirement for this project. This project will also include all equipment, labor and materials to remove, clean, prep and repair approximately 200 LF of concrete slab fractures at Alert and on the Apron.

SW-2 SCOPE OF WORK:

All requirements must be met as they appear in this statement of work. This statement of work does not supersede any Federal Acquisition Regulation stipulations that may apply to this contract.

1. The Contractor shall provide supervision, transportation, labor, materials, equipment, fuel, and any other needed materials for the purpose of this project.

2. The Contractor is subject to all base fire, safety, security, and traffic regulations.

3. The Government contracts on the understanding that the Contractor is complying with applicable laws concerning workplace safety.

4. The Contractor is subject to all citations and penalties for violation of applicable workplace safety laws. The burden of compliance rests with the Contractor.

Enforcement of workplace safety laws is the responsibility of the agency specified in the applicable law.

5. The Contracting Officer may notify the Contractor of hazards in Contractor operations that endanger Government personnel or property and require appropriate abatement action. This provision does not constitute assumption of liability for Occupational Safety and Health compliance on the part of the Government or negate other agency responsibility for enforcement of applicable laws.

6. Accident prevention principles must be thoroughly integrated into all operations.

Unsafe conditions and practices, as identified by the Contracting Officer or designated representative, must be corrected immediately.

7. Any and all debris generated by the Contractor's operations shall be removed from the base. Disposal of all debris shall be in accordance with existing local, state, and federal regulations. The Contractor shall be responsible for any permit or fees associated with the use of off-base disposal locations.

8. The Contractor shall be liable for any loss, destruction, or damage, and deterioration to Government property, including vegetation and landscaping, resulting from Contractor operations. Any damage to government or personal property shall be repaired or replaced to the Contracting Officer's satisfaction at the Contractor's expense.

9. All work under this project shall meet applicable County, State, Federal, Air National

Guard construction codes, regulations and policies.

SW-3 SPECIFIC ITEMS OF WORK:

3.1 Striping: All equipment, labor and materials to remove, clean and prep, approximately 7,726 sq ft of airfield striping (see attached sketch) on the airfield primary and alert shelter area. Re-Paint new striping- 6416 sq ft of 1-6” yellow stripe using reflective media (paint), 6,363 sq ft of 2-3” solid black stripes (outlining the reflective yellow) and approximately 1,310 sq ft 1- 6” solid green stripe for wing tip clearance. Please see attached specification titled pavement markings 32- 17-24.00 10 and consider this the scope requirement for this project.

3.2 Concrete repair: All equipment, labor and materials to remove, clean and prep approximately 200 LF of concrete slab fractures located at the alert shelter and on the main apron. Approximately 100 LF at each location. Repairs shall include, grinding or cutting out existing fractures then clean out existing fractures free of dust to accept epoxy crack injection material. All fractures must be inspected by COR to assure they are free of loose material and dust before repair material application.

Apply material and let dry to manufacturer recommendations. Once material is dry, clean all areas and ramp to original condition.

SW- 4 SUBMITTALS:

4.1 Table of required submittals:

DESCRIPTION TYPE QTY DUE REMARKS

Material Approval Submittals:

To include but not limited to Paint products manufacturer specs and data sheets, stripe removal and cleaning products.

product data & AF Form 3000

1 10 Days After Receipt of Contract

Must be signed by:

Contracting

COR

Striping Phasing Plan and Schedule AF Form 3000 1 No Later Than 10 days from Notice of Award

Must be signed by:

Contracting

COR

Contractor (return copy)

Samples for verification purposes AF Form 3000 1 No Later Than 10 days from Notice of Award

Contracting

BCE

Contractor (return copy)

Hazardous Materials (paints, solvents, AF Form 3000 and SDSs (see attachment 1)

1 Approved 7 days before

NTP

Must be signed by:

Contracting

COR

Contractor (return copy)

Solid Waste Disposal AF Form 3000 and quarterly report (see attachment 2)

1 Quarterly Must be signed by:

Contractor COR or PM

Safety plan general requirement & AF Form 3000

1 No Later Than 10 days from Notice of Award

Contracting

BCE

Contractor (return copy)

Warranty Certificates 1 Before final invoice BCE

SW-5 DESIGN AND CONSTRUCTION STANDARDS:

ANGETL 01-1-1 Air National Guard Design Policy (TAB D) ASTM American Society for Testing and Materials UL Underwriter’s Laboratories Specification Pavement Marking 32 17 24.00 10 Local and State Codes.

SW-6 PERMITS/CLEARANCES:

6.1 Construction Permit - Prior to commencement of work, the contractor shall report to the Customer Service Section in the Base Civil Engineering office, Building 28, telephone@ (904) 741-7621, to complete a construction permit form and login the construction start date. The contractor shall identify other anticipated permits at this time to reduce lead times. Information obtained from the construction permit will be used for Entry Authorization Letters (EAL’s) and other permitting requirements.

There is no fee for the permit.

6.2 Work Clearance Request (AF Form 103) - A clearance request (also known as digging permit) is required prior to any excavation work. Permits can be obtained from the Customer Service Section at the Base Civil Engineering office @ 904-741- 7621. The permit normally takes two working days to coordinate utility clearances.

There is no fee for this permit.

6.3 Airfield Driver Training- Contractor must complete airfield driver training prior to start of project.

6.5 Security Background Verification- The Florida Air National Guard base has 24-hour security and entry control procedures. Contractors will be briefed on an ‘as needed’ basis concerning traffic routing and work site security restrictions. Base Access Letters for contractors are required and will be obtained at either the preconstruction conference or when requesting a construction permit. Information required for the Base Access Letters shall include individual’s complete name, company name, driver’s license number, project or contract number and title of the project. Base Access Letters are provided by the Base Civil Engineer and approved by The Chief of Security. A 125FW Contractor Badge will be issued to all workers prior to work start.

This badge will be required to enter the base and worn at all times while on base. To obtain a 125FW Contractor Badge, all workers must submit a police records check from the Jacksonville’s Sherriff’s Office (JSO) to the 125th Security Forces Squadron Pass and ID Office. This records check must be the original and signed copy issued from JSO. Furthermore, before the request is accepted and processed, each member must present a government issued photo ID to the Pass and ID Office when submitting the request. Each identified contractor will ensure that the identified badge is properly displayed while performing work on the installation. Also, each individual who is issued a badge must maintain control of his or her assigned badge at all times. If lost or misplaced, it must be reported to Security Forces immediately. Any contractor driving on the installation will be required to have valid driver’s license, proof of insurance, and vehicle registration. Weapons and firearms are not allowed on the base regardless of any issued weapon/firearm permits.

Access and General Protection/Security Policy and Procedures. This standard language is for contractor employees with an area of performance within Government controlled installation, facility, or area. The contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the Contracting Officer’s Representative (COR). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the local installation’s Security Forces, Director of Emergency Services or local Security Office. The contractor shall ensure compliance with all personal identity verification requirements as directed by DoD, HAF and/or local policy. Should the Force Protection Condition (FPCON) change, the Government may require changes in contractor security matters or processes.

For Contractors that do not require CAC, but require access to a DoD Facility and/or Installation. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (AFI 31-101 and AFI 10-245), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

Advanced Distributed Learning Service (ADLS). All contractor employees and associated sub-contractor employees assigned to work on a government site and/or requiring access to a DoD network will be required to register with ADLS at commencement of services in order to complete the necessary training required of them initially and annually for the duration of the contract (i.e., DoD Information Assurance, OPSEC, Protecting Sensitive Information). ADLS website:

https://golearn.csd.disa.mil/kc/rso/login/ADLS_login.asp

AT Level I Training. This standard language is for contractor employees with an area of performance within a Government controlled installation, facility or area. All contractor employees, to include subcontractor employees, requiring access to Government Installations, Facilities and Controlled Access areas shall complete AT Level I awareness training within 10 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable.

Certificates of completion for each affected contractor employee and subcontractor employee will be maintained by the COR or Antiterrorism Representative. AT level I Awareness Training is available through ADLS by completing the Force Protection

CBT.

SW -7 PERFORMANCE PERIOD:

7.1 Construction shall be completed within 60 calendar days after notice to proceed.

SW-8 SITE VISIT:

8.1 A pre-bid site visit for this project will be coordinated to allow contractors to get familiar with the site and surrounding areas and project scope. To schedule site visits, please contact the 125th Civil Engineering Squadron. Point of Contact (POC) is SMSgt Dawn Loyd-McCrary at 904-741-7445.

SW-9 CONTRACTOR MANPOWER REPORTING

9.1 The contractor shall report ALL contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract for the FLORIDA AIR NATIONAL GUARD via a secure data collection site. The contractor https://golearn.csd.disa.mil/kc/rso/login/ADLS_login.asp is required to completely fill in all required data fields using the following web address: http://www.ecmra.mil/. Reporting inputs will be for the labor executed during the period of performance during each Government fiscal year (FY), which runs October 1 through September 30. While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year, beginning with 2013. Contractors may direct questions to the help desk at:

http://www.ecmra.mil.”

Unit Identification Code (UIC) for the Requiring Activity: C21CCFTX5 Issuing Office DoDAAC: W911YN

SW – 10 ATTACHMENTS

Airfield Striping Plan Drawing

Pavement Marking 32 17 24.00 10

Hazardous Material procedures 01 10 50.01

Environmental Protection 01 42 00.01 http://www.ecmra.mil/ http://www.ecmra.mil/

ATTACH 1 - AIRFIELD STRIPING PLAN

ATTACH 2

SECTION 32 17 24.00 10

PAVEMENT

MARKINGS

12/16

PART 1 GENERAL

1.1 PAYMENT

The quantities of surface preparation, pavement striping or markings, raised pavement markers, and removal of pavement markings determined as specified in paragraph Measurement, will be paid for at the lump sum price. The payment will constitute full compensation for furnishing all labor, materials, tools, equipment, appliances, and doing all work involved in marking pavements. Any striping or markings which are placed without reflective media, when reflective media is required, shall be removed and replaced at no cost to the Government. Striping or markings which do not conform to the alignment and/or location required shall be removed and replaced at no cost to the Government.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced.

The publications are referred to within the text by the basic designation only.

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

FS TT-B-1325 (Rev D; Notice 1) Beads (Glass Spheres) Retro-Reflective

(Metric)

FS TT-P-1952 (Rev E) Paint, Traffic and Airfield Markings, Waterborne

1.3 SYSTEM DESCRIPTION

All machines, tools and equipment used in the performance of the work shall be approved and maintained in satisfactory operating condition. Submit lists of proposed equipment, including descriptive data, and notifications of proposed Contractor actions as specified in this section. List of removal equipment shall include descriptive data indicating area of coverage per pass, pressure adjustment range, tank and flow capacities, and safety precautions required for the equipment operation. Equipment operating on roads and runways shall display low speed traffic markings and traffic warning lights.

1.3.1 Paint Application Equipment

1.3.1.1 Self-Propelled or Mobile-Drawn Pneumatic Spraying Machines

The equipment to apply paint to pavements shall be a self-propelled or mobile-drawn pneumatic spraying machine with suitable arrangements of atomizing nozzles and controls to obtain the specified results. The machine shall have a speed during application not less than 5 mph, and shall be capable of applying the stripe widths indicated, at the paint coverage rate specified in paragraph APPLICATION, and of even uniform thickness with clear-cut edges. The equipment used to apply the paint binder to airfield pavements shall be a self-propelled or mobile-drawn pneumatic spraying machine with an arrangement of atomizing nozzles capable of applying a line width at any one time in multiples of 6 inches, from 6 inches to 36 inches. The paint applicator shall have paint reservoirs or tanks of sufficient capacity and suitable gauges to apply paint in accordance with requirements specified. Tanks shall be equipped with suitable air-driven mechanical agitators. The spray mechanism shall be equipped with quick-action valves conveniently located, and shall include necessary pressure regulators and gauges in full view and reach of the operator. Paint strainers shall be installed in paint supply lines to ensure freedom from residue and foreign matter that may cause malfunction of the spray guns. The paint applicator shall be readily adaptable for attachment of an air-actuated dispenser for the reflective media approved for use. Pneumatic spray guns shall be provided for hand application of paint in areas where the mobile paint applicator cannot be used.

1.3.1.2 Hand-Operated, Push-Type Machines

All machines, tools, and equipment used in performance of the work shall be approved and maintained in satisfactory operating condition. Hand-operated push-type machines of a type commonly used for application of paint to pavement surfaces will be acceptable for marking small streets and parking areas. Applicator machine shall be equipped with the necessary paint tanks and spraying nozzles, and shall be capable of applying paint uniformly at coverage specified. Sandblasting equipment shall be provided as required for cleaning surfaces to be painted. Hand-operated spray guns shall be provided for use in areas where push-type machines cannot be used.

1.3.2 Reflective Media Dispenser

The dispenser for applying the reflective media shall be attached to the paint dispenser and shall operate automatically and simultaneously with the applicator through the same control mechanism. The dispenser shall be capable of adjustment and designed to provide uniform flow of reflective media over the full length and width of the stripe at the rate of coverage specified in paragraph APPLICATION, at all operating speeds of the applicator to which it is attached.

1.3.3 Surface Preparation Equipment

1.3.3.1 Sandblasting Equipment

Sandblasting equipment shall not be used

1.3.3.2 Waterblast Equipment

The water pressure shall be specified at a minimum of 2,600 psi at 140 degrees F in order to adequately clean the surfaces to be marked.

1.3.4 Marking Removal Equipment

Equipment shall be mounted on rubber tires and shall be capable of removing markings from the pavement without damaging the pavement surface or joint sealant.

Waterblasting equipment shall be capable of producing an adjustable, pressurized stream of water.

1.3.4.1 Shotblasting Equipment

Shot blasting equipment shall not be used

1.3.4.2 Chemical Equipment

Chemical equipment shall be capable of application and removal of chemicals from the pavement surface, and shall leave only non-toxic biodegradable residue.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for Contractor Quality Control

Submit the following in accordance with Section 01 33 00

SUBMITT

AL

PROCEDURES:

Product Data

Equipment; G Composition Requirements Qualifications

SD-06 Test Reports

Sampling and Testing

SD-07 Certificates

Volatile Organic Compound (VOC)

1.5 QUALITY ASSURANCE

1.5.1 Qualifications

Submit documentation certifying that pertinent personnel are qualified for equipment operation and handling of chemicals.

1.5.2 Traffic Controls

Suitable warning signs shall be placed near the beginning of the worksite and well ahead of the worksite for alerting approaching traffic from both directions. Small markers shall be placed along newly painted lines or freshly placed raised markers to control traffic and prevent damage to newly painted surfaces or displacement of raised pavement markers.

Painting equipment shall be marked with large warning signs indicating slow-moving painting equipment in operation.

1.5.3 Maintenance of Traffic

1.5.3.1 Airfield

The performance of work in the controlled zones of airfields shall be coordinated with the Contracting Officer and with the Flight Operations Officer. Verbal communications shall be maintained with the control tower before and during work in the controlled zones of the airfield. The control tower shall be advised when the work is completed. Striping Phasing Plan and Schedule must be approved before starting any work on the airfield.

1.6 DELIVERY, STORAGE, AND HANDLING

All materials shall be delivered and stored in sealed containers that plainly show the designated name, formula or specification number, batch number, color, date of manufacture, manufacturer's name, and directions, all of which shall be plainly legible at time of use.

1.7 ENVIRONMENTAL REQUIREMENTS

Pavement surface shall be free of snow, ice, or slush. Surface temperature shall be at least 40 degrees F and rising at the beginning of operations, except those involving shot or sand blasting. Operation shall cease during thunderstorms. Operation shall cease during rainfall, except for waterblasting and removal of previously applied chemicals.

Waterblasting shall cease where surface water accumulation alters the effectiveness of material removal.

PART 2 PRODUCTS

2.1 PAINT

The paint shall be homogeneous, easily stirred to smooth consistency, and shall show no hard settlement or other objectionable characteristics during a storage period of 6 months.

Paints for airfields, roads, parking areas, and streets shall conform to FS TT-P-1952, color as indicated. Pavement marking paints shall comply with applicable state and local laws enacted to ensure compliance with Federal Clean Air Standards. Paint materials shall conform to the restrictions of the local Air Pollution Control District.

2.2 REFLECTIVE MEDIA

Reflective media for airfields shall conform to FS TT-B-1325, Type I, Gradation A.

2.3 SAMPLING AND TESTING

Materials proposed for use shall be stored on the project site in sealed and labeled containers, or segregated at source of supply, sufficiently in advance of needs to allow 60 days for testing. Submit certified copies of the test reports, prior to the use of the materials at the jobsite. Testing shall be performed in an approved independent laboratory. Upon notification by the Contractor that the material is at the site or source of supply, a sample shall be taken by random selection from sealed containers in the presence of the Contracting Officer. Samples shall be clearly identified by designated name, specification number, batch number, manufacturer's formulation number, project contract number, intended use, and quantity involved. Testing shall be performed in an approved independent laboratory. If materials are approved based on reports furnished by the Contractor, samples will be retained by the Government for possible future testing should the material appear defective during or after application.

PART 3 EXECUTION

3.1 SURFACE PREPARATION

Thoroughly clean surfaces to be marked before application of the pavement marking material. Dust, dirt, and other granular surface deposits shall be removed by sweeping, blowing with compressed air, rinsing with water or a combination of these methods as required. Rubber deposits, surface laitance, existing paint markings, and other coatings adhering to the pavement shall be completely removed with scrapers, wire brushes, sandblasting, approved chemicals, or mechanical abrasion as directed. Areas of old pavement affected with oil or grease shall be scrubbed with several applications of trisodium phosphate solution or other approved detergent or degreaser, and rinsed thoroughly after each application. After cleaning, oil-soaked areas shall be sealed with cut shellac to prevent bleeding through the new paint. Pavement surfaces shall be allowed to dry, when water is used for cleaning, prior to striping or marking. Surfaces shall be recleaned, when work has been stopped due to rain.

3.1.1 Pretreatment for Early Painting

Where early painting is required on rigid pavements, apply a pretreatment with an aqueous solution, containing 3 percent phosphoric acid and 2 percent zinc chloride, to prepared pavement areas prior to painting.

3.1.2 Cleaning Existing Pavement Markings

In general, markings shall not be placed over existing pavement marking patterns.

Remove existing pavement markings, which are in good condition but interfere or conflict with the newly applied marking patterns. Deteriorated or obscured markings that are not misleading or confusing or interfere with the adhesion of the new marking material do not require removal. New preformed and thermoplastic pavement markings shall not be applied over existing preformed or thermoplastic markings. Whenever grinding, scraping, sandblasting or other operations are performed the work must be conducted in such a manner that the finished pavement surface is not damaged or left in a pattern that is misleading or confusing. When these operations are completed the pavement surface shall be blown off with compressed air to remove residue and debris resulting from the cleaning work.

3.1.3 Cleaning Concrete Curing Compounds

On new portland cement concrete pavements, cleaning operations shall not begin until a minimum of 30 days after the placement of concrete. All new concrete pavements shall be cleaned by either sandblasting or water blasting. When water blasting is performed, thermoplastic and preformed markings shall be applied no sooner than 24 hours after the blasting has been completed. The extent of the blasting work shall be to clean and prepare the concrete surface as follows:

a. There is no visible evidence of curing compound on the peaks of the textured concrete surface.

b. There are no heavy puddled deposits of curing compound in the valleys of the textured concrete surface.

c. All remaining curing compound is intact; all loose and flaking material is removed.

d. The peaks of the textured pavement surface are rounded in profile and free of sharp edges and irregularities.

e. The surface to be marked is dry.

3.2 APPLICATION

All pavement markings and patterns shall be placed as shown on the plans or as directed by the Contracting Officer.

3.2.1 Paint

Paint shall be applied to clean, dry surfaces, and only when air and pavement temperatures are above 40 degrees F and less than 95 degrees F. Paint temperature shall be maintained within these same limits. New asphalt pavement surfaces and new Portland concrete cement shall be allowed to cure for a period of not less than 30 days before applications of paint. Paint shall be applied pneumatically with approved equipment at rate of coverage specified. Provide guide lines and templates as necessary to control paint application. Special precautions shall be taken in marking numbers, letters, and symbols. Edges of markings shall be sharply outlined.

3.2.1.1 Rate of Application

a. Reflective Markings: Pigmented binder shall be applied evenly to the pavement area to be coated at a rate of 105 plus or minus 5 square feet/gallon. Glass spheres shall be applied uniformly to the wet paint on airfield pavement at a rate of 8 plus or minus 0.5 pounds of glass spheres per gallon of paint.

b. Nonreflective Markings: Paint shall be applied evenly to the pavement surface to be coated at a rate of 105 plus or minus 5 square feet/gallon.

3.2.1.2 Drying

The maximum drying time requirements of the paint specifications will be strictly enforced to prevent undue softening of bitumen, and pickup, displacement, or discoloration by tires of traffic. If there is a delay in drying of the markings, painting operations shall be discontinued until cause of the slow drying is determined and corrected.

3.2.2 Reflective Media

Application of reflective media shall immediately follow application of pigmented binder.

Drop-on application of glass spheres shall be accomplished to insure that reflective media is evenly distributed at the specified rate of coverage. Should there be malfunction of either paint applicator or reflective media dispenser, operations shall be discontinued immediately until deficiency is corrected. Pavement marking, shall be removed in the areas shown on the drawings. Removal of marking shall be as complete as possible without damage to the surface. Aggregate shall not be exposed by the removal process. After the markings are removed, the cleaned pavement surfaces shall exhibit adequate texture for remarking as specified in paragraph SURFACE PREPARATION. Demonstrate removal of pavement marking in an area designated by the Contracting Officer. The demonstration area will become the standard for the remainder of the work.

3.3.1 Equipment Operation

Equipment shall be controlled and operated to remove markings from the pavement surface, prevent dilution or removal of binder from underlying pavement, and prevent emission of blue smoke from asphalt or tar surfaces.

3.3.2 Cleanup and Waste Disposal

The worksite shall be kept clean of debris and waste from the removal operations.

Cleanup shall immediately follow removal operations in areas subject to air traffic.

Debris shall be disposed of at approved sites.

-- End of Section 32 17 24.00 10 --