7216333_SOW.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

SHORE INFRASTRUCTURE LOGISTICS CENTER

SCOPE OF WORK FOR

REPAIR TAXIWAYS AND RUNWAYS

Project #7216333

AT

USCG BASE CAPE COD

BUZZARDS BAY, MA

BASE CAPE COD

May 2016

TABLE OF CONTENTS

SECTION TITLE

01010

General Requirements

02575

Sealing of Cracks in Bituminous Pavements

02761

Pavement Markings (Option Bid Items)

ENCLOSURE DESCRIPTION

Base Bid: Crack Seal Repairs on Runways

Option Bids: Paint Runway Centerlines

Crack Seal Detail

Daily Construction Log

Submittal Register

-- End of TOC --

SECTION 01010

GENERAL REQUIREMENTS

PART 1 – GENERAL

1.1 SCOPE

1.1.1 BASE BID: The contractor shall provide all supervision, labor, tools, materials, transportation, equipment and other services necessary to perform crack seal repairs to bituminous pavements on the runways of U.S. Coast Guard, Base Cape Cod. Quantity shall be 46,000 linear feet.

1.1.2 OPTION BIDS: The contractor shall provide all supervision, labor, tools, materials, transportation, equipment and other services necessary to paint the existing runway centerlines. Centerlines are 3 feet wide and are painted in 100 foot segments with 60 foot skips between the painted segments. Option Bids include the following:

1.1.2.1 Option Bid 1: The contractor shall provide all supervision, labor, tools, materials, transportation, equipment and other services necessary to paint 4625 LF (13,875 SF) of existing runway centerlines at Runway 23-05.

1.1.2.2 Option Bid 2: The contractor shall provide all supervision, labor, tools, paint 4075 LF (12,225 SF) of existing runway centerlines on Runway 32-14 to Taxiway “D”.

1.1.2.3 Option Bid 3: The contractor shall provide all supervision, labor, tools, paint 1330 LF (3990 SF) of existing runway centerlines on Runway 32- 14 from Taxiway “D” to the northern end of the runway (1330 ft).

1.2 SITE VISITS: Bidders are strongly recommended to inspect the site where work is to be performed to satisfy them regarding all general and local conditions that may affect the cost of contract performance, to the extent that the information is reasonably obtainable. In no event shall failure to inspect the site constitute grounds for a claim after contract award. Arrangements for such visits shall be made by calling the Facilities Engineering Dept. office: 508-968-6647 or 6648. Any questions regarding this specification or the work shall be addressed in writing and directed to the Contracting Officer.

1.3 LOCATION: This contract will be performed on the airfield at USCG Base Cape Cod, located on Joint Base Cape Cod (JBCC), Bourne Ma. This will require special access and movement requirements described elsewhere in this specification.

1.4 HOURS OF WORK: Normal working hours for the contract are 7:00 A.M. to 4:30 P.M., Monday through Friday (excluding Federal Holidays). If the Contractor desires to work other than normal duty hours, on weekends or federal holidays, he/she must request written permission from the Contracting Officer at least 36 hours in advance of such work and approval must be received prior to the requested work time. The contractor shall coordinate the work schedule and all work with the Contracting Officer’s Representative (COR). The contractor shall not make any attempt to access any work areas without prior arrangements with the COR.

1.5 PRECONSTRUCTION CONFERENCE: Upon award of the contract and prior to starting the project, the Contractor shall attend a pre-construction conference with the Contracting Officer to ensure a complete understanding of the project. The Contractor shall pay for all expenses incurred by him in this regard. All questions shall be resolved and confirmed in writing if required.

1.6 SECURITY REQUIREMENTS: All contractor personnel scheduled to work on JBCC shall be subject to a National Crime Information Center (NCIC) background check in order to gain access through the Base security gates. To accomplish the NCIC background check, all contractor personnel shall provide the following information: name, citizenship, drivers’ license state and number, and date of birth. The NCIC form shall be submitted to the COR by the General Contractor, listing all personnel that require access to JBCC. Submittal MUST BE TYPED and is required for processing at least 3 calendar days prior to the date of access.

1.6.1 Contractor’s vehicles shall have a valid and current proof of insurance and vehicle registration. The drivers shall have a valid license and all passengers shall have a positive photo ID. All contractor vehicles must enter the Base through the main gate on the Bourne side of the Base property.

1.7 REMOVAL OF CONTRACTOR EMPLOYEES: All employees of the

contractor in the performance of this contract, or any representative of the contractor entering the worksite, shall abide by all applicable regulations and shall submit to security checks as may be deemed necessary. The Government reserves the right to direct the contractor to remove from the performance under this contract, any employee, for misconduct or security reasons. This shall not relieve or constitute an excuse from the contract performance. Upon dismissal, the employee shall render any and all identification for entry to the worksite.

1.8 SCHEDULE OF WORK: After receiving the notice to proceed, the Contractor shall submit a Schedule of Work on a form approved by the Contracting Officer.

The Contractor shall not commence work under this contract without receiving a copy of the signed, approved schedule.

1.9 CONTRACTOR’S SUPERVISION & DAILY LOGS: The Contractor shall provide qualified supervision at all times when work is being conducted by contractor employees or subcontractor employees. All personnel shall be skilled and have sufficient knowledge and experience necessary to perform work assigned to them. The Contractor shall complete the Base Cape Cod daily log form at the end of each working day and deliver it to the COR weekly. The Government will attest to its accuracy by initialing the form and providing a copy back to the Contractor.

1.10 COORDINATION OF CONTRACT WORK WITH GOVERNMENT WORK:

The USCG will continue to use the airfield at all times during this contract period.

The contractor will be assigned a work area each day. Contractor personnel will be restricted to that work area. Other areas of the airfield will be open to airfield operations. The Government will keep interference with the Contractor’s operation to a minimum.

1.11 PROTECTION OF PROPERTY: The Contractor shall comply with the requirements of Paragraph 52.236-9 and 52.236-10 of the Federal Acquisition Regulation and the following: All existing grounds, fences, utilities, equipment, building components and adjacent property, including vehicles, shall be protected from any damage resulting from contract operations. Contractors will be responsible for any damage to Government property. Damaged property (done by the Contractor) shall be repaired by the Contractor, at Contractor’s expense, to meet previous existing conditions.

1.12 STORAGE FACILITY: The Government will designate a storage/ equipment area on the airfield to be used by the Contractor for the storage of materials and for equipment storage when not in use.

1.13 SANITATION FACILITY: Contractor shall provide a sanitation facility at the storage area.

1.14 SAFETY: The Contractor shall take all necessary precautions to meet proper safety standards and regulations of the State and Federal Codes. OSHA regulations apply to all work performed on site. In addition, they shall conform to any restrictions as may be outlined by the Base Safety Officer and Fire Department during the course of the contract.

1.15 HAZARDOUS MATERIAL: The Contractor shall be solely responsible for any and all contractor generated or owned hazardous materials. While performing work Specific herein, if potentially hazardous materials are utilized a Safety Data Sheet (SDS) will be submitted to the COR prior to its use. If the hazardous materials are encountered, the contractor shall notify the COR immediately. The Contractor’s responsibility for handling hazardous material is incidental to work performed, i.e., the Contractor shall handle, remove, and properly dispose of only those hazardous materials necessary to complete the contract work.

1.15.1 Any commercial adhesives, sealants, adhesive primers, sealant primers, and associated surface preparation and cleanup solvents in containers greater than a net volume of 16 fluid ounces, or a net weight of one pound shall not exceed volatile organic compounds (VOC) limits as established in the Massachusetts Department of Environmental Protection promulgated Adhesives and Sealants regulations, 310 CMR 7.18(30)."

1.15.2 The Contractor shall ensure that adequate protective measures are taken to minimize personnel exposure to harmful substances. If protective measures are required, the Contractor shall include them in a Safety Plan and they shall be reviewed by the Contracting Officer prior to the start of any contract work involving use of the harmful substance.

1.16 DISPOSAL OF REMOVED MATERIALS: Dumpsters placed on site require a permit. Permits are obtained from the USCG FED Safety Office. All material removed by the Contractor that is not indicated to be salvaged by the Government shall become the property of the Contractor. This material shall be disposed of legally off of Joint Base Cape Cod property. The Contractor shall not cause, suffer, or permit the handling, transportation, or storage of any material in a manner which results, or may result in emissions that cause or contribute to a condition of air pollution, any debris which could create air-borne dust must be shipped in a closed container or wet down and securely tarped over. The Contractor is responsible to comply with all applicable federal, state and local environmental and disposal regulations.

1.17 SUBMITTALS : Samples, catalog cuts, shop drawings, and other information shall be submitted by the Contractor as required by the list of submittals on the Submittal Register Form(s) which is included in the contract documents. No other forms shall be used or will be accepted by the COR

1.17.1 The Contractor shall submit a list of all hazardous materials with SDSs to the COR for approval prior to work commencement on this project. Storage of hazardous materials will not be permitted on Joint Base Cape Cod property.

1.18 RESTORATION AND CLEAN-UP: The Contractor shall keep the work area clean at all times. The work area is part of an active airfield. No construction debris, trash or anything else harmful to aircraft shall be allowed to travel onto the adjacent airfield pavements. The contractor shall sweep and / or vacuum all debris from the work area at the end of each day. This may require the use of a mechanical sweeper / vacuum truck. All areas disturbed by construction shall be restored to match the condition and material that existed prior to the start of work.

1.19 GOVERNMENT INSPECTION: The Contractor shall keep the COR informed of contract operations and plans so that they may arrange to be present at the various times that work is being performed.

1.20 PERFORMANCE PERIOD: All work under this contract including site cleanup, punch list, acceptance by the COR and required submittals shall be completed within (60) calendar days of issuance of the Notice to Proceed (NTP) by the Contracting Officer unless stated otherwise.

1.21 WARRANTY: The provisions of the entire warranty clause from paragraph 52.246-21 (April 84) and Federal Acquisition Regulation are incorporated into this contract. The clause is written, in part, as follows:

“In addition to any other warranties set out elsewhere in this contract, the Contractor shall warrant that work performed under this contract conforms to the contract requirements and is free of any defect of equipment, material, or design furnished or workmanship performed by the Contractor or any of his subcontractors or suppliers at any tier. Such warranty shall continue for a period of one year from the date of final acceptance of the work.”

PART 2 MATERIALS: NOT USED

PART 3 EXECUTION:

3.1 WORK PHASING: The contractor will be given one runway at a time. The area shall be completed and then the contractor will be given the next priority runway to move onto. If weather requires the runway under construction be activated, the contractor will be given an alternative work area for the day or remainder of the day.

3.2 OPERATIONS ON THE AIRFIELD: The performance of the work will be in the restricted areas of the airfield. ALL access to or through the airfield area shall be coordinated with the COR and Airfield Management. The Contractor shall provide one radio (minimum) and radio operator for each work crew. Radio operator shall be in constant contact with the Air Traffic Controller. Radio frequencies will be provided at the preconstruction meeting. The Airfield Manager shall be verbally informed when the work is complete and all equipment, labor, and materials have been removed from the airfield by the Contractor. The Airfield Manager and COR shall conduct an inspection of the work area and visually ensure the Contractor has removed all tools, equipment, employees, and debris from the pavement before opening the area to aircraft traffic.

3.2.1 ACCESS ROUTE: Specific routes to each work area will be designated.

No vehicular or pedestrian traffic will be allowed anywhere on the airfield except within the access route and work area.

3.2.2 WORK AREA CLOSURE: It is the intention of the Government to close the work area to all aircraft traffic while work is being accomplished by the Contractor. However, there may be interruptions of the work to provide for aircraft which have an emergency or when a special mission for an aircraft is assigned. In the event there is a need to operate aircraft in the work area, the Contractor shall remove his equipment to a place on a taxiway behind the hold short line.

3.2.3 SCHEDULE DELAYS: It is important that the contractor adhere to the work schedule, weather permitting. In the event that the Contractor schedule should be delayed because of weather or mechanical equipment breakdown, the COR shall be notified by the Contractor and the schedule will be adjusted. The COR shall be responsible for coordinating the work schedule with the using agencies.

3.2.4 USCG AIRFIELD DRIVER PERMIT: All vehicle drivers and radio operators shall have a FAA driver permit. Anyone who doesn’t shall attend a one hour class with the Airfield Manager at bldg 3172. Even with FAA permits all operators shall meet briefly with the Airfield Manager to be made aware of any unique USCG Air Station requirements.

-- End of Section --

SECTION 02575

SEALING OF CRACKS IN BITUMINOUS PAVEMENTS

PART 1 GENERAL

1.1 SCOPE: Prepare the cracks to be sealed, prepare sealant material and equipment, then install sealant. Quantity of cracks to be repaired shall be 46,000 linear feet.

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.

ASTM INTERNATIONAL (ASTM)

ASTM D6690 Type II (2012) Standard Specification for Joint and Crack Sealants, Hot Applied, for Asphalt Pavements

ASTM D789 (2007; E 2010) Determination of Relative Viscosity and Moisture Content of Polyamide (PA)

1.3 SUBMITTALS: Submit the following to the Contracting Officer for approval:

1.3.1 Joint seal literature including description, instructions for preparation and installation.

1.3.2 Joint seal test results showing conformance to the specification. Test shall have been performed less than one year prior to the contract award date.

1.3.3 Backup Rod material description and test results or certification showing conformance to the specification.

1.4 QUALITY ASSURANCE: Test the crack sealant and backup material, for conformance with the referenced applicable material specification. Tests performed within the last calendar year will be acceptable. The Government reserves the right to take material samples and perform independent testing.

Submit two one quart raw unheated samples of the materials if required. Samples will be retained by the Government for possible future testing, should the materials appear defective during or after application. Final acceptance will be based on the performance of the in-place materials.

1.5 DELIVERY, STORAGE, AND HANDLING: Inspect materials delivered to the job site for defects; unload, and store them with a minimum of handling to avoid damage. If materials are stored at the site, provide storage facilities to protect materials from weather and to maintain them at the temperatures recommended by the manufacturer.

1.6 ENVIRONMENTAL REQUIREMENTS: The ambient air temperature

and the pavement temperature within the joint wall shall be as specified by the manufacturer’s instructions, in order to begin sealing operations. If not specified by the manufacturer, a minimum of 45 degrees F and rising at the time of application of the materials. Do not apply sealant if moisture is observed in the crack.

PART 2 PRODUCTS

2.1 SEALANTS: Sealant shall be hot-applied, polymeric, single-component joint sealing compound. Sealants shall conform to ASTM D6690, Type II.

2.2 BACKUP MATERIALS: Provide backup material that is a compressible, non-shrinking, non-staining, non-absorptive material and nonreactive with the crack sealant. The melting point of the backing material shall be at least 5 degrees F greater than the maximum pouring temperature of the sealant being used, when tested in accordance with ASTM D789. The material shall have a water absorption of not more than 5 percent by weight. The backup material shall be 25 percent (plus or minus 5 percent) larger in diameter than the nominal width of the crack. BACKER ROD CANNOT BE WHITE. Backer rod color shall be mid-gray or other darker color.

PART 3 EXECUTION

3.1 EQUIPMENT: Machines, tools, and equipment used in the performance of the work required by this section shall be approved before the work is started and shall be maintained in satisfactory condition at all times.

3.1.1 Routing Equipment: Provide routing equipment which is a self-powered machine operating a power driven tool or bit specifically designed for routing bituminous pavements. The bit shall rotate about a vertical axis at sufficient speed to cut a smooth vertical-walled reservoir in the pavement surface and shall maintain accurate cutting without damaging the sides or top edges of the reservoir. Provide a router capable of following the trace of the crack without deviation. The use of rotary impact routing devices will not be permitted for cleaning cracks.

3.1.2 Pavement Saw: Provide a self-propelled power saw with small diameter (6 inches or less) water-cooled diamond or abrasive saw blades for cutting cracks to the depths and widths specified and for removing existing filler that is embedded in the cracks or adhered to the crack faces. The diameter of the saw blade shall be small enough to allow the saw to closely follow the trace of the crack.

3.1.3 Air Blasting Equipment: Portable air compressor capable of operating the sandblasting equipment and capable of blowing out sand, water, dust adhering to sidewalls of concrete, and other objectionable materials from the joints. The compressor shall furnish air at a pressure not less than 90 psi and a minimum rate of 150 cubic feet of air per minute at the nozzles and free of oil.

3.1.4 Hand Tools: Hand tools may be used, when approved, for removing defective sealant from cracks and repairing or cleaning the crack faces.

3.1.5 Crack Sealing Equipment: Provide unit applicators, used for heating and installing the hot-poured crack sealant materials, that are mobile and equipped with a double-boiler, agitator-type kettle with an oil medium in the outer space for heat transfer; a direct-connected pressure-type extruding device with a nozzle shaped for inserting in the crack to be filled; positive temperature devices for controlling the temperature of the transfer oil and sealant; and a recording type thermometer for indicating the temperature of the sealant. Allow the sealant to circulate through the delivery hose and return to the inner kettle when not in use, due to the applicator unit design.

3.2 PREPARATION OF CRACKS: Immediately before the installation of the crack sealant, thoroughly clean the cracks to remove oxidized pavement, loose aggregate and foreign debris. The preparation shall be as follows:

3.2.1 Cracks

3.2.1.1 Hairline Cracks: Cracks that are less than 1/4 inch wide do not need to be sealed.

3.2.1.2 Small Cracks: Cracks that are 1/4 to 3/4 inch wide shall be routed or sawcut to a nominal width 1/8 inch greater than the existing nominal width and to a depth not less than 3/4 inch. These cracks shall be cleaned using compressed air and if necessary shall be re-cleaned with compressed air.

3.2.1.3 Medium Cracks: Cracks that are 3/4 to 2 inches wide shall be sawcut on each side of the crack and cleaned using compressed air and if necessary shall be re-cleaned with compressed air. Sawcut deep enough for backup material to be placed.

3.2.1.4 Large Cracks: Cracks that are greater than 2 inches wide shall not be included in this contract.

3.2.2 Backup Material: Use backup material on all cracks that have a depth greater than 3/4 inch. Insert the backup material into the lower portion of the crack. Ensure that the backup material is placed at the specific depth to create the sealant depth required by the manufacturer’s instructions. Backup material shall not be stretched or twisted during installation.

3.3 PREPARATION OF SEALANT: Do not heat hot-poured sealants in excess of the safe heating temperature recommended by the manufacturer, as shown on the sealant containers. Withdraw and waste sealant that has been overheated or subjected to application temperatures for over 4 hours or that has remained in the applicator at the end of the day's operation.

3.4 INSTALLATION OF SEALANT: Submit manufacturer's instructions for COR’s review 48 hours prior to the use of the material on the project. Installation of the material will not be allowed until the instructions are received and reviewed.

3.4.1 Time of Application: Seal cracks immediately following final cleaning of the crack walls and following the placement of the backup material (when required). Cracks that cannot be sealed under the conditions specified, or when rain interrupts sealing operations, shall be re-cleaned and allowed to dry prior to installing the sealant.

3.4.2 Sealing the Crack: Immediately preceding, but not more than 50 feet ahead of the crack sealing operations, perform a final cleaning with compressed air. Fill the cracks from the bottom up to 1/8 inch below the pavement surface.

Remove excess or spilled sealant from the pavement by approved methods and discard it. Install the sealant in a manner which prevents the formation of voids and entrapped air. Several passes with the applicator wand may be necessary to obtain the specified sealant depth from the pavement surface. Do not use gravity methods or pouring pots to install the sealant material. Traffic shall not be permitted over newly sealed pavement until authorized by the COR. Cracks shall be checked frequently to ensure that the newly installed sealant is cured to a tack-free condition within 3 hours.

3.5 CRACK SEALANT INSTALLATION TEST SECTION: Prior to the

cleaning and sealing of the cracks for the entire project, construct a test section at least 200 feet long using the specified materials and approved equipment, to demonstrate the proposed sealing of all cracks of the project. Following the completion of the test section and before any other crack is sealed, inspect the test section to determine that the materials and installation meet the requirements specified. If materials or installation do not meet requirements, remove the materials and re-clean and reseal the cracks at no cost to the Government. When the test section meets the requirements, it may be incorporated into the permanent work. Seal all other cracks in the manner approved for sealing the test section.

3.6 CLEANUP: Upon completion of the project, remove unused materials from the site and leave the pavement in a clean condition.

3.7 QUALITY CONTROL PROVISIONS:

3.7.1 Crack Cleaning: Provide quality control provisions during the crack cleaning process to correct improper equipment and cleaning techniques that damage the bituminous pavement in any manner. Cleaned cracks shall be approved by the COR prior to installation of the crack sealant.

3.7.2 Crack Seal Application Equipment: Inspect the application equipment to ensure conformance to temperature requirements and proper installation.

Evidences of bubbling, improper installing, and failing to cure or set will cause to suspend operations until causes of the deficiencies are determined and corrected.

3.7.3 Crack Sealant: Inspect the crack sealant for proper cure and set, bonding to the bituminous pavement, cohesive separation within the sealant, reversion to liquid, and entrapped air and voids. Sealants exhibiting any of these deficiencies, at any time prior to the final acceptance of the project, shall be removed from the crack, wasted, and replaced as specified herein at no additional cost to the Government.

SECTION 02761

PAVEMENT MARKINGS

(OPTION BID ITEM)

PART 1 GENERAL

1.1 SCOPE: The work included in this section is to furnish all labor, materials, equipment and supervision to repaint the existing painted runway centerlines.

This work will be done as an Option Bid Item if funds are available. Centerlines are 3 feet wide. They are painted in 100 foot segments with 60 foot skips between the painted segments. Runway 23-05 has 4625 feet of painted line.

Runway 32-14 has 4075 feet of painted line in the first section and 1330 feet in the extended section.

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 basic designation only.

Federal Specifications TT-B-1325 (Rev B) Beads (Glass Spheres) Retro Reflective, Type I (1.5 IOR) TT-P-1952 (Rev B) Paint, Traffic and Airfield Marking, Water Emulsion Base Federal Standards Fed-Std. 595 (Rev B) Color Used In Government Procurement

1.3 SUBMITTALS:

1.3.1 Paint Data, Bead Data: Submit descriptive literature and material safety data sheets on all material to be furnished for contract work.

1.3.2 Material Tests: Certificate of conformance from the manufacturer of the paint and the glass beads. Certified copies of test reports, prior to use of the materials at the job site. Test results are required for paint and glass beads.

Test shall have been performed at an independent laboratory.

1.4 DELIVERY & STORAGE : All materials shall be delivered and stored in sealed containers that plainly show the designated name, specification number, batch number, color, date of manufacture, manufacturer’s name and directions, all of which shall be plainly legible at the time of use.

1.5 EQUIPMENT:

1.5.1 Paint Application Equipment: The equipment used to apply the paint binder to airfield pavements shall be 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 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 applicator cannot be used.

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

PART 2 PRODUCTS

2.1 PAINT: Paints for airfields shall conform to FS TT-P-1952. The centerline color shall be white in accordance with FAA color requirements. The paint shall be homogeneous, easily stirred to a smooth consistency, and shall show no hard settlement or other objectionable characteristics during a storage period of six months.

2.2 REFLECTIVE MEDIA: Reflective media for airfields shall conform to FS TT- B-1325, Type I, 1.5 IOR and shall be added to all wet paint.

PART 3 EXECUTION

3.1 SURFACE PREPARATION: Surfaces to be marked shall be thoroughly cleaned 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. Areas of paint affected with oil or grease shall be scrubbed with tri-sodium phosphate solution or other approved degreaser as necessary. The cleaned area shall be allowed to dry thoroughly then painted immediately. These surface preparations shall be repeated after work has been stopped for more than 24 hours.

3.2 APPLICATION:

3.2.1 Paint: Paint shall be applied to clean dry surfaces and only when air and surface temperatures are above 45 degrees F and less than 95 degrees F. Paint temperature shall be maintained within these same limits. Paint shall be applied pneumatically with approved equipment at a rate of coverage specified herein.

The Contractor shall provide guidelines and templates as necessary to control paint application. Special care shall be taken to make lines straight.

3.2.1.1 Rate of Application: Pigmented binder shall be applied evenly to the pavement area to be coated at a rate of 120 plus or minus 5, square feet per gallon (12 to 14 mils). Glass beads shall be applied uniformly to the wet paint at a rate of 8.5 plus or minus 0.5 pounds per gallon of paint.

3.2.1.2 Drying: The maximum drying time requirements of the paint specifications will be strictly enforced to prevent pickup, displacement or discoloration by tires and to reopen the area to aircraft as soon as possible.

3.2.2 Reflective Media: Application of reflective media shall immediately follow application of pigmented binder. Drop-on application of glass beads shall be accomplished to ensure that reflective media is evenly distributed at the specified rate of coverage. Should there be a malfunction of either paint applicator or bead dispenser, operations shall be discontinued until the deficiency is corrected.

RUNWAY 23

FIRST PRIORITY

BIT PVMT LENGTH 3450'

WIDTH 150'

RUNWAY 32

SECOND PRIORITY

BIT PVMT LENGTH 27500'

WIDTH 150'

CONTRACTOR STORAGE

AIRFIELD GATE

TAXIWAY D

THIRD PRIORITY

BIT PAVEMENT

75' W X 4300 L

Reilly St

Herbert Road

South Outer Rd Gra nv ille A ve

Ea st

T ru ck R d

Lingley Rd

Richardson Rd

Ea st

O ut er R oa d

Eas ton Rd

B ra ds ha w S t

Ea st

In ne r R d

Izz ea

S t

Riec ha rt St

Reilly St

Izz ea

S t

3161 3177

133 132

143B

RGBurt Text Box

GENERAL NOTES:

1. THIS CONTRACT INCLUDES PREPARING & SEALING 46,000 LINEAR FEET OF CRACKS IN BIT. PAVEMENT. CRACKS TO BE SEALED ARE 1/4" TO 2" WIDE ONLY.

2. GOVERNMENT WILL IDENTIFY CRACKS TO BE REPAIRED IN THE FIELD.

3. RUNWAYS SHALL BE COMPLETED FIRST & IF THERE IS EXCESS QUANTITY REMAINING IT WILL BE USED ON TXWY D.

4. IF FUNDS ALLOW RNWY CENTERLINES SHALL BE PAINTED. SEE SPEC FOR DETAILS.

5. WORK CREWS SHALL BE IN RADIO CONTACT WITH THE A.T. CONTROLLER AT ALL TIMES.

6. SEE PLAN FOR DESIGNATED ACCESS GATE AND STORAGE AND EQUIPMENT AREA LOCATIONS

BID OPTION 3

BID OPTION 2

BID OPTION 1

Reilly St

South Outer Rd

Herbert Road

Gra nv ille A ve

Izz ea

S t

Lingley Rd

Easto n Rd

Ea st

T ru ck R d

Richardson Rd

Chavez St

Ea st

O ut er R oa d

Ea st

In ne r R d

Riec ha rt St

Izz ea

S t

112113

594 143B

DAILY CONSTRUCTION LOG

DAILY REPORT FORM

Contract Number: ___________________

Contractor: ________________________

Report Number: ___________

Date: ___________

Location (Bldg/Street): _____________________________________

*Remarks (Describe Events, Work Accomplished, Materials Delivered. Etc.)

Any Defects Found that Impact Schedule and Completion Date:

Directions Received/Issued that Impact Schedule and Completion Date (State by Whom):

Superintendent’s Name and Signature: Date:

***Contractor Shall Complete Labor Information Below Prior to Submittal*** Employees Name Trade Number of

Hours Worked

***COR/ USCG Base Cape Cod to Complete Section*** Concur with Contractor’s Comments Above Unable to Verify Contractor’s Do Not Concur / See Comments Below Comments this Date Remarks:

Completion Date: Work Completed to Date (%):

Probable Completion Date:

COR Name and Signature: Date:

SUBMITTAL REGISTER

CONTRACT NUMBER: PROJECT TITLE/LOCATION:

REPAIR TAXIWAYS AND RUNWAYS/BASE CAPE COD

PROJECT NUMBER: CONTRACTOR: DATE SUBMITTED:

7216333

ITEM NO.

SOW

PARAGRAPH

NO.

DESCRIPTION OF SUBMITTAL APPROVED DIS-

APPROVED

COR

INITIALS

01010 1.6 Security Information 01010 1.8 Schedule of Work 01010 1.9 Contractor’s Daily Logs 02575 2.1 Sealant Material 02575 2.2 Back Up Material 02761 2.1 Paint 02761 2.2 Reflective Media

**** FOR GOVERNMENT USE ONLY ****

NOTE TO CONTRACTOR: Disapproved submittals will require prompt resubmittal. Comments will be provided.

DATE: COR NAME (TYPED OR PRINTED): COR SIGNATURE: