Extension of Runway at 24 beginning, Expansion of Apron suitable for C type of Aircraft and other associated works at Swami Vivekananda Airport Raipur. SH Glide Path Hut and Associated civil works.

Amount

Providing and fixing of one number Prefabricated frangilble hut (deisgned as per criteria mentioned in ICAO's Aerodrome Design Manual (DOC 9157) Part-6 of size 7.0 x 3.5m and 3.00m height along the wall and 3.30 m 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 into the operational area.The prefabricated frangible hut shall consist of following : a) Provision of one number of partition wall with partially Glass door & locking. b) Provision of one number of main door on longer side wall with necessary locking arragement. c) Provision of holes as per approved drawings on walls for electrical cables, split air conditioning system, communication cablles, including necessary fixing arragnement for electric fittings, fixtures & NAV AIDS installation in cabin as per approved drawings. 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 Engineer in charge. e) The cost of the hut is inclusive of design, earlier/newly vetting of design by Govt. Engineering college, of any size ,fabrication, transportation, all taxes including service tax and commisioning of hut at the proposed site as per drawing and specification over Cement Concrete Platform (Required Civil work shall be paid seperately)

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. a) All kinds of soil

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. a) All kinds of soil

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a) 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a) 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : a) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).

Centering and shuttering including strutting, propping etc. and removal of form work for : a) Foundations, footings, bases for columns.

Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. A) Thermo-Mechanically Treated bars of grade Fe-500D or more.

Brick work with fly ash bricks (Min compressive strength 35 kg / sq cm) in foundation and plinth in: a) Cement mortar 1:6 (1 cement : 6 coarse sand)

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. a) Size of Tile 600x600 mm

Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.

Supplying and stacking at site. A) Moorum

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

12 mm cement plaster of mix : a) 1:6 (1 cement: 6 coarse sand)

Nabalok Das

SINGHAL ENTERPRISES

RECHI CONSTRUCTION PVT LTD

RAKESH KUMAR SINGH

H R CONSTRUCTION PRIVATE LIMITED

Classion Projects (I) Pvt. Ltd.

Bhyan Construction Company