RFI.doc

DEPARTMENT OF THE AIR FORCE

AIR FORCE RESERVE

6 February 2014 SUBJECT: Request For Information (RFI) FA6648-14-R-0001, Repair Rinse Nozzles at Homestead Air Reserve Base

1.1. Remove and clean water monitor and nozzle located on the southwest side of the bird bath (see Location Map).

Engineer specifications should provide the brand name for the existing water monitor nozzle, since they are expecting to use their manufacturer recommendation for the reinstallation at the new location installed since the new pedestal may have structural and mechanical modifications. Please have the contracting officer to confirm this information.

The brand of the existing water monitor is a FirePro Monitor model FPTM-125

1.2. Completely remove 24”x24”x24” concrete pedestal.

Does the base have a place to dispose of this concrete?

Contractor is responsible for properly disposing of all demolition debris off base.

1.3. Install FDOT Type C ditch bottom concrete box below grade IAW the Detail Sheet provided. Depth of box shall be approximately 20”. Top of box shall be flush with the surrounding grade.

The bidding package should provide the IWA detail sheet Detail sheet provided. FDOT details can be found at http://www.dot.state.fl.us/rddesign/DesignStandards/Standards.shtm

1.4. Install 4” corrugated HDPE line from new concrete box to existing concrete trench as shown on plans. For trenching along asphalt, neatly saw cut existing asphalt the appropriate width of the trench before removal. Trench repair shall be done IAW Detail Sheet provided.

Please have them provide the IWA detail sheet and plans Detail Sheet and Plan Sheet provided

1.5. Remount water monitor and nozzle to the bottom of the concrete box per manufacture recommendation. Re-route existing water line to feed the water monitors. All exposed water lines shall be galvanized steel. After service and installation, check for leaks of installed components and correct any deficiencies.

Please provide specification for the existing water monitor nozzle or the manufacturer recommendations for the re-installation.

The lines are going to be tested prior to the installation of the nozzles how do they intend to do a test upon the nozzle installation; plies confirm what is the “specific test pressure” require for the used portion of this equipment. Remember that old portion of equipment cannot be exposed at the same pressure as new equipment.

The contract documents should be specific how the old equipment is going to be tested; not all pipes can be tested at the same pressure.

Hydrostatic testing of pressure pipe: please confirm what is the “specific test pressure” required for exposed pipe (60 minutes) and buried pipe (2 hours). Remember that certain piping is rated at 250 psi. Contracting officer should provide specifications indicating the different pressure for the pipes to be tested dependent on their type/location and in accordance with tables available within the contract documents.

Contractor is only required to check for leaks on section of line they are installing. System shall be tested at working pressure for 1 hour. If leaks are detected in existing system, contractor shall notify contracting office of their findings.

1.6. HARB personnel shall provide any water shutoff necessary.

The contract documents should provide the name of the person and contact # in advance to coordinate the water shutoff

Water line is only pressurized when rinse process is activated. Water shut off is not anticipated. If it is required, contractor should contact LGC 48 hours in advanced to coordinate water shutoff.

1.7. Construction will take place near an active taxiway. Contractor will need to coordinate with Airfield Management, TERPS and BCE before any work begins. Contractor will be responsible for procurement, setup and maintenance of any barriers and barricades that may be required to delineate any hazardous and/or active construction area for the duration of the project. Any temporary barricades, lighting, and markings are required to be IAW ETL 04-2, AFI 32-1042, and UFC 3-535-01.

2. PHOTOS

3. ATTACHMENTS:

3.1. Location Map

3.2. Detail Sheet

3.3. FDOT Standard Specifications for Road and Bridge Construction 2013, Section 121, Flowable Fill

3.4. UFGS Section 32 12 10 Bituminous Tack and Prime Coat

3.5. UFGS Section 32 12 15 HMA for Airfields

3.6. ETL 04-2

3.7. AFI 32-1042

3.8. UFC 3-535-01

Please provide us these attachments to see if we have sufficient information to provide you with a qualified proposal They were provided as part of the contract package

4. PERFORMANCE PERIOD: All Contractor work shall be accomplished within 45 calendar days, including any time for submittals and shipping and handling of equipment.

It takes to prepare submittals 7 days

Approval from customer 7 days?

Manufacturing catch basin 21 days Total 35 days

Will raise POP to 90 days

5. EXISTING FACILITIES: The existing dimensions and locations of both above ground and below ground facilities shown on the applicable drawings and/or excavation permit are for approximation purposes only. Failure to verify the dimensions and locations before commencing work will be at the Contractor’s risk and shall not relieve the Contractor from accomplishing the work required by the contract at the price awarded by the government.

Need the name of the person and contact # in advance to coordinate the shut down Note: the paperwork will take longer than the work itself but need enough information to be able to accelerate the time to accomplish the office work.

6. WORKING HOURS: The normal hours of work at HARB are from 07:30 to 16:30 hours, Monday through Friday, excluding holidays. Access to work sites may be restricted to these hours and days. All other hours shall be considered non-regular time and must be requested in writing to the Contracting Officer 72 hours in advance. Work that requires inspection during accomplishment or that prevents inspection of previous work after accomplishment during normal hours must be coordinated in advance with the Contracting Officer and associated additional costs deducted from the final payment of the contract amount.

7. NOTIFICATION RESPONSIBILITIES: The Contractor shall notify HARB/CEC, via phone or E-mail, a minimum of 24 hours in advance of: (1) initially starting work or starting work after a multi-workday pause, (2) ceasing work for a multi-workday pause, and (3) shutdown of any utilities.

8. CONTINUED USE OF FACILITES: Surrounding buildings and utilities will continue in use during this contract. Work and work areas shall be scheduled at least 24 hours in advance of anticipated time of accomplishments. Work shall be performed in a manner to create minimum disturbance and inconvenience to personnel. Contractor’s personnel will be limited to work areas.

24 hours under normal circumstances is O.K.

9. CONTRACTOR QUALIFICATIONS: Contractor personnel will possess any certifications required by federal, state and local regulations to perform the work. Copies of these certifications may be required at the discretion of the Contracting Officer.

What are the certifications required None

10. SITE SUPERVISOR: The job foreman or site superintendent shall be on the payroll of the contractor; shall be on site daily for a majority of sub-contractor work; and shall be conversant in English.

11. CONTRACTOR STORAGE: An on-site open and/or closed storage area for Contractor project material may be designated and set-aside by the Contracting Officer. Additional storage areas will not be provided, unless approved by the Contracting Officer. Security of the storage area and project materials shall be the responsibility of the Contractor. The Contractor shall keep the storage area neat, orderly and clear of all debris. The Contractor shall not allow trash or other debris to be scattered from his area by wind or other means. All storage areas will be kept clear of weeds and trash.

12. EXCAVATION PERMITS: The Contractor shall obtain excavation permits (AF Form 103, Base Civil Engineering Work Clearance Request) prior to any excavation. The permit shall be obtained from the Engineering Flight, 482 MSG/CEC, Bldg 232. Permit request should be made at least two weeks before the start of excavation. The excavation permit shall be created and processed in accordance with AFR 85-2. Should any one of the coordination points indicate an additional underground utility or structure over and above those shown on the contract drawing either by sketch on the permit’s drawing or by field pointing or by flagging, the Contractor shall be responsible for protection of each of the items indicated. Should damage occur to any of the items indicated by the Contractor, contract drawings or coordinating agency to the permit, the Contractor shall be responsible for prompt repair of the damage to return the item to its original workable condition. It is required that the operator of excavation equipment have the permit (or copy) in procession while excavating. The Contractor is responsible for initiating the permit renewal process if required.

Please provide for 482 MSG/CEC and AFR 85-2. We have only 45 days to do the job and we have to expend 15 to get an excavation permit POP will be extended

13. OPEN FLAME, WELDING PERMITS: The Contractor must receive a permit for any welding or other open flame work to be done on base from the base Fire Department before such work is performed.

14. UTILITIES SERVICE: All taps from fire hydrants shall make use of approved backflow prevention devices according to risk as described in UFC 3-230-02 Paragraph 10.4.

15. Please provide UFC 3-230-02 Paragraph 10.4.

UFCs can be found at http://www.wbdg.org/

ELECTRICAL SERVICE AND COMMUNICATIONS FACILITIES: The Contractor will not disturb electrical and/or communications facilities and wiring. Where such facilities require removal for accomplishment of the task, the Contractor shall notify the Contracting Officer at least seven calendar days in advance of the requirement, for the accomplishment of such removals by the Government. The Contractor shall allow the telephone company and communication personnel access to the systems required. If damage by construction

16. activities occurs, the Contractor shall restore service within 24-hours with no cost to the government.

17. SUBMITTALS: Required submittals are itemized on AF Form 66, Schedule of Material Submittals, and are to be submitted on AF Form 3000, Material Approval Submittal. Any proposed deviation to these specifications will require submittal to the Contracting Officer. Each submittal shall include information as described in the technical specifications or as shown on the drawings. Once an item of material or equipment has been approved, the Contractor will not be required to re-submit with the following exception: If, at any time during the duration of this contract, the Contractor desires to change materials from those originally approved, his new materials shall be resubmitted to and approved by the Contracting Officer prior to incorporation into the project.

Please provide AF form 3000 for material submittals AF Form 3000 was provided in contract package.

Where are the drawings for this section and the specification?

Drawings were provided as part of the contract package

Are they going to turn around the submittals in less than a week?

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