Construction of new Localizer and Glide Path Building Hut and Antenna platform at LBSI Airport, Varanasi

Providing and fixing of one no. prefabricated frangible hut for Glide path and DME (designed as per criteria mentioned in ICAO’s Aerodrome Design Manual (DOC 9157) Part-6) of size 9.4 m X 5.0 m and 3.0 m height along the wall and 3.5 meterheight at the centre,made of sandwich panel of 2mm thick FRP/ GRP sheet at the outer sides and middle part consists of PU foam of density 40 kg/m3 which has to be installed in to the operational area.the prefabricated frangible hut shall consist of following - a) Provision of one number of partition wall with partially Glass door & locking arrangement. b) Provision of one number of main door on the longer side wall with necessary locking arrangement. c) Provision of holes as per approved drawing on walls for electrical cables, split air conditioning system , Communication cables including necessary fixing arrangement for electric fittings ,fixtures & NAV ADIS installations in cabin as per approved drawing. d)The exterior of the hut shall be painted with design of white and red squares (2 feet X 2 feet) as per direction of EIC. e) The cost of the hut is inclusive of design, , fabrication, transportation, all taxes excluding GST and commissioning of the hut at the proposed site as per drawing and specification over a Cement Concrete platform (Required civil work shall be paid separately). All activities shall be executed as per approved Drawaing and direction of Engineer-in-charge

Providing and fixing of one no. prefabricated frangible hut for toilet of Localizer and Glide path (designed as per criteria mentioned in ICAO’s Aerodrome Design Manual (DOC 9157) Part-6) of size 1.8 m X 1.2 m and 2 m height along the wall and 2.30 meterheight at the centre,made of sand witch panel of 2mm thick FRP/ GRP sheet at the outer sides and middle part consists of PU foam of density 40 kg/m3 which has to be installed in to the operational area.the prefabricated frangible hut shall consist of following - a). Provision of one number of main door with necessary locking arrangement. b). Provision of holes as per approved drawing on walls for water supply, drainage, electrical cables including necessary fixing arrangement for electric fittings,fixtures as per approved drawing. c)The exterior of the hut shall be painted with design of white and red squares (2 feet X 2 feet) as per direction of EIC. d). The cost of the hut is inclusive of design, , fabrication, transportation, all taxes excluding GST and commissioning of the hut at the proposed site as per drawing and specification over a Cement Concrete platform (Required civil work shall be paid separately. All activities shall be executed as per approved Drawaing and direction of Engineer-in-charge

Providing and fixing of one no. prefabricated frangible hut for localizer(designed as per criteria mentioned in ICAO’s Aerodrome Design Manual (DOC 9157) Part-6) of size 8.0 m X 5.0 m and 3.0 m height along the wall and 3.5 meter height at the centre,made of sand witch panel of 2mm thick FRP/ GRP sheet at the outer sides and middle part consists of PU foam of density 40 kg/m3 which has to be installed in to the operational area.the prefabricated frangible hut shall consist of following - a). Provision of one number of main door with necessary locking arrangement. b). Provision of holes as per approved drawing on walls for water supply, drainage, electrical cables including necessary fixing arrangement for electric fittings,fixtures as per approved drawing. c). The exterior of the hut shall be painted with design of white and red squares (2 feet X 2 feet) as per direction of EIC. d). The cost of the hut is inclusive of design, fabrication, transportation, all taxes excluding GST and commissioning of the hut at the proposed site as per drawing and specification over a Cement Concrete platform (Required civil work shall be paid separately. All activities shall be executed as per approved Drawaing and direction of Engineer-in-charge

Providing and fixing of one no. prefabricated frangible hut for Far Field Monitor (FFM) (designed as per criteria mentioned in ICAO’s Aerodrome Design Manual (DOC 9157) Part-6) of size 2.0 m X 2.0 m and 3.0 m height along the wall and 3.5 meter height at the centre,made of sand witch panel of 2mm thick FRP/ GRP sheet at the outer sides and middle part consists of PU foam of density 40 kg/m3 which has to be installed in to the operational area.the prefabricated frangible hut shall consist of following - a). Provision of one number of main door with necessary locking arrangement. b). Provision of holes as per approved drawing on walls for water supply, drainage, electrical cables including necessary fixing arrangement for electric fittings,fixtures as per approved drawing. c). The exterior of the hut shall be painted with design of white and red squares (2 feet X 2 feet) as per direction of EIC. d). The cost of the hut is inclusive of design, fabrication, transportation, all taxes excluding GST and commissioning of the hut at the proposed site as per drawing and specification over a Cement Concrete platform (Required civil work shall be paid separately. All activities shall be executed as per approved Drawaing and direction of Engineer-in-charge

Vetting of Frangible hut mentioned at Item no. 1,2,3 & 4 by any Government Institute as per the direction and satisfaction of EIC

Supply & fixing of 1000 Ltr Bio digester (Max solid waste usage 25-30 ltr per day) with Anaerobic microbial inoculum (200 liters) as per manufacturer specification approved by DRDO and direction of EIC.

Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of ratio 1:1.5:3 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). 1) 450 mm dia piles

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil. Pipes, cables etc, not exceeding 80 mm dia.