REPAIR TO RUNWAY SURFACE USING PME AND RUBBER REMOVAL AT INS HANSA UNDER GE (NW) VASCO

Amount

Removal of Rubber deposits on runway surface using Waterblasting cum vacuuming system with suitable operating pressure so that the total rubber deposits/ materials are removed from runway both (rigid and flexible) surfaces by the method of the water blasting cum vacumming system with suitable water pressure water blasting technology without damaging to the existing surface, total rubber deposit should be removed and the Debris/ Water to be vacuumed simultaneously leaving no Foriegn Object Deposits (FOD) so that the runway is available for operation immediately etc complete including Friction test should be carried out before rubber removal and after rubber removal with application of emulsion all as specified and as directed. (Make : Approved by E-in-C's Branch)

Notes : (a) The surface of both concrete / bitumen (rigid/flexible) shall not get any kind of damages during the process of rubber removal nor to any adjoining areas, joint filling etc. Damages made if any, shall be made good by the contractor without any extra cost complete all as specified and as directed. (b) Work shall be carried out in phase manner as per availability of runways for maintenance. (c) Total rubber should be removed and debris/water vacumed simultaneously leaving no FOD so that the runway is available for operation immediately. (d) The make machine to be deployed for runway rubber removal should have E-in-C's approval eg SH8000, SH5000, Sk3000. (e) Rubber deposit debris should be in solid form when finally disposed. (f) In any emergency condition the machine should exit from the runway in less than two minutes without leaving FOD. (g) Friction should be carried out before and after rubber deposit removal operation. (h) After carrying out rubber removal operation on the runway, friction reading of the rubber removed segment should be minimum 0.55µ.

M & L for cleaning the surface with wire brush, making the surface free from dust and apply of cold polymeric bitumen emulsion (PME) mopping of total cold liquid PME (min 1.0 liters per sqm (undiluted) for two coats ( interval between two coats 4 to 5 hrs) after dilution with 50% water), each coat diluted in the ratio 1:1 (PME:WATER) and ensure uniform finish of runway complete all as per manufacturer's instructions and all as specified and as directed. Note :- The tenderer shall take into consideration for the following points while quoting rate for the item :- (i)No price adjustment shall be applicable if excess quantity of cold polymer bitumen emulsion (PME) is used under this item. (ii) The work shall be carried out through authorised and qualified applicator of the manufacturer only.

M&L for Preparation of old black top surface by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surfaces with using air blower to remove all loose dirt etc., complete and apply cold polymer modified emulsion (PME) by using mechanical spraying of total cold liquid PME 1.00 ltr per Sqm (undiluted) for two coats with mineral filler as recommended by manufacturer of PME (after diluting with water), each coat diluted in the ratio 1:1 (PME:WATER) and ensure uniform finish of applied flight strips complete all as per manufacturer instructions and all as specified and as directed.

Notes: The tenderer shall take into consideration for the following points while quoting rate for the item :- (a) Due care shall be taken for friction parameters during application of PME as per ICAO standard. (b) The work shall be carried out through authorised and qualified applicators of the manufacturer only. (c) Care shall be taken to fill gap/ cracks with 0.60mm to 2.36mm size coarse sand with mineral filler as per manufacturer's instructions and quoted rate is deemed to be included for repair of gap/cracks. (d) A performance guarantee certificate for two years shall be submitted by the contractor to the GE on completion of work as specified. (e) No price adjustment shall be applicable if excess/wastage quantity of bitumen emulsion than that mentioned above is used, depending up on the surface to be treated. (f) Removal of dust/FOD occured during cleaning should be removed as directed.

M&L for removal of conflict paint, markings on apron & runway surface using water blasting cum vacuuming system with suitable operating pressure so that the total paint removed from runway both ( rigid and flexible) surfaces by the method of the water blasting cum vaccuming system with suitable water pressure water blasting technology without damaging to the existing surface using SH 5000 StripeHog machine all as specified and directed. Note : (a) The surface of both concrete / bitumen (rigid/flexible) shall not get any kind of damages during the process of paint removal nor to any adjoining areas, joint filling etc. Damages made if any, shall be made go by the contractor without any extra cost complete all as specified and directed. (b) Work will be carried out in phase manner as per availability of runways for maintenance.

(c) Total paint should be removed and debris/water acuumed simultaneously leaving no FOD so that the runway is available for operation immediately. (d) The machine make to be deployed for runway rubber 5. removal should have E-in-C's approval eg SH8000, SH5000. (e) In any emergency condition the machine should exit from the runway in less than two minutes without leaving FOD.

M & L for runway friction coefficient measurement with car integrated friction testing machine like GFTE/SARSYS@3 mtr one run and 6 mtrs both (rigid and flexible) side of the entire runway centre line the other run. Friction testing to be done before rubber removal and after rubber removal as recommended in ICAO Airport Service Manual Doc 9137.

tulsani associates

NEW GURBINDER INDUSTRIES