PAINTING TO CERTAIN LOCATION OF RUNWAY, TAXI TRACKS, ORPS, TRG HELIPAD, NORTH AND SOUTH LOOP PAVEMENTS LINKS IN TECH AREA AND REPAIR/ REPLACEMENT OF PATH WITH INTERLOCKING TILES OF RUNWAY AND PTT AT AFS PHALODI

M & L for preparation of existing painted/unpainted surfaces on Runway, PTT, Links, ORPs, Trg Helipad, N & S loop (painting lines, dashes, arrows, threshold, touchdown point, degination letters etc) of pavements with compressed air blower 50 to 90 PSI, coir, wire brushes or suitable mechanical means to remove all loose dirt, dust, grease spots or any foreign materials etc, over 10 cm in width or girth and applying a coat of water based (water thinable) acrylic road marking paint (Black/white/golden yellow) as per Colour codes (Golden Yellow ISC 356, Traffic white RAL 9016, Pasteal Orange RAL 2003 & Graphite Black Ral 5004) the approved shade and pattern with black colour, border strips on either sides of other colours marking, complete all as specified and directed. Note :-(i) The Black strips on either side of other colour paint line, arrows letter, dashes shall be measured combined width wise for the purpose of calculating the area of painting. (ii) Rate quoted shall be deemed to be inclusive of supply and fixing of masking tape to protect pavement surface for spilled out of paint and removal & disposal of the same from MOD land. (iii) Site availability shall be as per User's /site requirement. (iv) Rate including from any aircraft coming and stoppage of work in a day.

M & L for preparation of existing painted/unpainted surfaces ATC Dispersal, HU dispersal, North dispersal, wind sock poles, wind sock plinth etc (painting lines, dashes, arrows, degination letters etc) of pavements with compressed air blower 50 to 90 PSI, coir, wire brushes or suitable mechanical means to remove all loose dirt, dust, grease spots or any foreign materials etc,old concrete surfaces of any description over 10cm girth or width not otherwise described and applying one coat of synthetic enamel paint complete all as specified and directed. Note :-(i) The Black strips on either side of other colour paint line, arrows letter, dashes shall be measured combined width wise for the purpose of calculating the area of painting. (ii) Rate quoted shall be deemed to be inclusive of supply and fixing of masking tape to protect pavement surface for spilled out of paint and removal & disposal of the same from MOD land. (iii) Site availability shall be as per User's /site requirement. (iv) Rate including from any aircraft coming and stoppage of work in a day.

M & L for preparation of existing treated/untreated surfaces of pavement with wire, coir brushes compressed air blower or suitable mechanical means to remove all loose dust, dirt , grease spots etc and applying a one coat of white wash, complete all as specified and as directed by Engineer -in -charge.

Demolition of cement concrete (unreinforced) in ground floor and paving n exc 15 cm thick (below or above ground level) of any description not other specifically provided for etc and removal of rocks/debris to a distance not exc 50 mts and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.

Dismantling of interlocking tiles of any description, any thickness laid dry or laid dry and pointed etc complete all as specified and directed.

M & L for 100 mm thick PCC 1:4:8, type D2 as in subbase using 40 mm graded stone aggregate complete all as specified and directed.

M & L for 80mm thick machine pressed precast interlocking paving blocks factory casted using grey cement and pigment, casted in an automatic plant working on vibration and simultaneous hydraulic compression from top, confirming to IS-15658-2006 and of shape haxagon/ triangular/ zigzag/ I-shaped etc. as directed having compressive strength not less than (M-40 Grade) etc complete all as specified and directed.

M & L for Sand filling under floors 25 to 30mm thick layer of sand cushioning including filling the interstices complete all as specified and directed.

M&L for Filleting of section in repairs exc 25 sq cm but not exc 50 sq cm, in any position and to any shape of upto 150 mm depth in cement mortar 1:4 including excavation and earth work and all mitres, stops, etc complete all as specified and directed by Engineer-in charge.