Renovation of Mali Hut at 2LDR Nursery Hutmurrah of Social Forestry Range Anantnag under CAPEX.

Amount

Demolishing/dismantling cement concrete work in floors by mannual/mechanical means disposal lead 50 mtrs and lift 1.5mtr. Washroom = 1x6'-8''x5'-3''x0-12'' =34.96 cfts Kitchen = 1x7'-0'' x 6'-8'' x 0-12'' = 46.62 cfts Total = 81.58 cfts or 2.30M3

Earth work in trenches excavation mannualy exceeding 30 cm in depth 1.5 mtr in width as well as 10 sqm on plan disposal of excavated material upto 25 mtr lead. Septic Tank+50Kagepit 1x12'-0''x9'-0'' x7'-0'' = 756.00 Cft D/d exiting pit (8'-0'')2 x 4'-0'' = (-) 200.96 Cft Net = 555.04 Cfts = 15.70 M3

Providing and laying dry stone soling dully hand packed including watering and ramming and all carriages compeletion including Headload for 500 mtrs. Qnty (1x6'-8''x5'-3'') + 1x(7'-0''x6'-8") x 0-3" = 20.39 Ctfs 1 x 12'-0'' x9'-0'' x 0.4'' = 35.64 cfts Total = 56.03 Cfts or 1.58M3

Providing and laying in position cement concrete specified mix (1:4:8) with 40 mm NSA (nominal size crushed stone aggregates) including curring but excluding carriage of aggregates. Qnty = 1 x (6'-8''x5'-3") + 1 x (6'-8''x7'-0'') x 0-4'') = 26.92 Cfts 1x12'-0'' x 9'-0''x0'-4'') = 35.64 Cfts Total = 62.56 Cft or 1.77 M3

Providing and laying 50mm thick cement concrete flooring in (1:2:4) mix with 20 mm (nsa) including curring but excluding carriage of aggregate. Wash room + kitchens[1x6'-8''(5'-3''+7'-0''] = 81.58 Sft . 1x12'-0''x9'-0'' = 108.00 Sft Total = 189.58 Sft = 17.62 M3

Providing and fixing of 1st quality ceramic glazed floor and wall tiles thickness to be specified by amnufacturer of approved make like, NITCO, Karjaria, Somany, Orient or equalent make except burgandy bottle green and black of any size as approved by site incharge, laid over 12mm mortar (1:3) mix and jointing with whilte cement blurry with matching pigment including all carriages complete. a) Floor = 1 x 6'-8'' x 5'-3'' = 34.96 Sft b) Walls = 2 (6'-8''+5'-4'') x 5'-0'' = 120.00 Sft Total = 154.96 Sft D/d for Door = 1x3'-0'' x 5'-0'' = - 15.00 Sft Net = 139.96 Sft = 13.00 M2

Brick masonary in super structure/foundation using F.P.S bricks non-modular of class 7.5 designation laid 1:6mix. Septic tank walls - Full - 2(8'-0''+7'-0'') x 0.9'' x 6'-0'' = 139.50 Cfts Honey Combo = 1/2 x [7'-6'' + 2 (4'-0'') x 0-9'' x 6'-0'' = 34.87 Cfts For sokepit, add for pillar for sintext tank, 5x0-9'' x 0-9'' x 3'-6'' + 9.84 Cft Total = 184.21 Cfts = 5.21 M3

Providing and laying cement concrete specified mix (1:1/2:3) mix with 20 mmm NSA for RC work incl. curring but excluding carriage and cost of materials and form work. Slabs = 1 x 12'-0''x7'-6''x0-6'' = 45.00 Cfts 1 x 4'-0'' x 4'-0'' x 0-6'' = 8.00 Cfts Total = 53.00 Cfts or 1.50 M3

Centering, shuttering incl. propping, strutting and removal of the form. For suspended floors. 1x 12'-0'' x 7'-0'' = 90.00 Sft 1x4'-0'' x 4' - 0'' = 16.00 sft Total = 106.00 Sft = 9.85 M3

12mm cemnt sand plaster on walls in 1:4 mix Wash room( 2(6'-8''+ 5'-4'') x 9'-0'') = 216.00 Sft Septic Tank 1x[2 (8'-0'') +3 x 7'-6'')x6'-0'' = 231.00 Stf Total = 447.00 Sft Pillar 4x5x12'' x 3'-6'' = 70.00 Sft T. = 5177.00 Sft D/d for door 1x3'-0'' x 6'-0'' = - 19.50 Sft Net = 497.50 Sft = 46.23 M3

P/F in position pvc double layer sintex water storage tank 500 litre capacity with all accessories and fixtures complete. Qnty 500 Litre

P/F white vitreous china pedetal type WC (European) type WC with seat and lid, 10 litre capacity con level white vitreous China flushing cistern incl. flash pipe with manually controlled device (handle leve) with all fittings etc incl. all cuttings and making good the walls. Qnty 1 No's

Reinforcement TMT steel incl. straightening, cutting, placing in position bending, binding and fixing in position all carriages complete. Qnty vide item 8 = 1.50m3 @ 120kg/m3 - 180 Kgs

P/F of PVC water supply pipe type B of good quality and make incl. all cuttings and making good the walls complete. 25-20 mm dia pipe = 200 RM

P/F CP brass fittings a) Bib Cock

b) Towel Rod

c) Angle Valve

d) Soap Dish

e) Jallie

f) Mirror (600x450)mm

Carriage of aggregates by MT for 20 km Qnty vide item 4 = 01.77 m3 @136% = 2.40 m3 Qntly vide item 5 = 17.62 m2 @ 6.90% = 1.21 m3 Qnty vide item 8 = 01.50 m3 @ 135% = 2.02 m3 Qnty vide item 10 = 46.23 m2 @2.5% = 1.15 m3 Total = 8.34 M3

M/S GH MOHD WANI

ABID AHMAD TRUMBOO

AADIL AHMAD BHAT