Construction of Pre fabricated Hut at GFPN Dool District Kishtwar

Site Preparation Earthwork in excavation by manual means over area for leveling purpose including disposal of excavated earth up to 50m from cutting edge and should be disposed in near-by all kind of soil Foundation for plinth work = 64’-0”-0” x 1’-6” x 1’-6’ ’= 146.25ft3 Foundation for columns = 6 x (2’ x 2’ x 3’-0”) = 72ft3 Foundation for plinth protection = 72’-0” x 1’-6” x 0’-6” = 54 ft3 Total = 272.25ft3 = 7.70 m3 Area to be excavated keeping in view the earth quake resistance for which a ms mesh (10 mm) is to be provided in the base foundation of the plinth

Providing and laying of cement concrete (1:5:10) using 40mm nominal size nallah stone. Plinth work = 64’-0” x 1’-6” x 0’-6’’= 48 ft3 Flooring= 18’-0” x 14’-0” x 0’-3’’= 75.6 ft3 Foundation for columns = 6 x (2’ x 2’ x 6”) = 12 ft3 Plinth Protection= 72’-0” x 1’-6” x 0’-6” = 54 ft3 Total = 189.6 ft3 = 5.36m3

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:2:4 (one cement: Two coarse sand: Four Graded stone aggregate 20 mm nominal in size) Plinth work = (64’-0” x 1’-6” x 1’-0’’) + (64’-0” x 1’-0” x 2’-0’’) = 224 ft3 Flooring = (18’-0” x 14’-0” x 0’-6’’) = 126 ft3 Foundation for Columns = 6 x (1’-6” x 1’-6” x 1’-6”)+ 2 x (1’-6” x 1’-0” x 2’-0”) = 26.25ft3 Plinth Protection = 72’-0” x 1’-6” x 0’-6”= 54 ft3 KITCHEN Slab = (11’-6” x 2’-6” x 0’-6”) + 4 x (3’-0” x 2’-6” x 0’-6”) = 29.37 ft3 Total = 459.62ft3 = 13.01m3

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and medium tensile steel bars for Plinth beam 10 mm bar of length 500’ = 152.5 mtr = @ 0.617 kg per metre = 94.03 kg 8mm bar of length Tie beam 1437’ = 437.99mtr = @ 0.395 kg per metre = 173.00 kg Total =267.03 kg

Centering and shuttering including strutting, propping etc. and removal of form work for: 4.6.1 Foundations, footings, bases for columns Area = 2 x (64’-0” x 2’-0”) = 256 ft2 = 23.78m2

12 mm cement plaster to plinth wall of mix 1 : 3 (1 cement : 3 fine sand) Area = (64’-0” x 2’-0”) = 128 ft2 = 11.89m2 Total = 13.38 m2

Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing complete. SCH-2.23 Area = (18’-0” x 14’-0” x 1’-6”) = 378ft3 = 10.69m3

Steel work welded in built up section/ framed work including cutting, hosting, applying a priming coat using structural steel. In gratings, frames, guard bard, ladders, railings etc. trusses including primer and enamel paint including nut bolts, kingpost, struts etc. Column Square Hollow Pipe Section (100 x 100 x 5 mm) = 8 x (10’-0”) = 24.38m @ 14.58 kg/m = 355.51 kg MS Sq. Plate of size (200 x 200 x 10 mm): = 35 kg Rectangular Sections Truss (100 x 50 x 04mm) = 29 rm @ 08.7kg/m = 252.3 kg Rectangular Sections Truss Bracing (50 x 50 x 03.6mm) = 60 rm @ 05.07kg/m = 304.2 kg Rectangular Sections Parlins of size (50 x 50 x 3.6mm) = 43.9 rm @ 5.07 kg/m = 222.57 kg Side rails (50 x 25 x 2.60 mm)= 29.26 m @ 2.71 kg/m = 79.29 kg 24 MS Anchor Bolts of size 20 mm x 750 mm 24x2’-6”=60’[email protected] per metre=75.75 kg Rectangular C-Channel ISMC 75 23.81 rm @ 6.8 kg/m = 161.90 kg Total Weight = 1486.52 Kg

Supply and installation at site of Prefabricated PUF (Poly-Urethane Foam) Panels of size 60 mm thick Fire proof Panels for walls (PPGI finish on both sides) to make a closed structure on the outer frame including doors and windows. Prefabricated Sandwich PUF panels with Cam toggle type fasteners fitted and self-locking PVC gaskets fitted on all sides of wall and ceiling including rivets, Silicones, Anchor fastener, self drilling screw and all other allied accessories required for the installation/erection of PUF panels. a. Wall to wall cam locking system. Internal/External flashing to be provided. Job includes Cladding on all walls including sunshade on all windows and outer doors.

Fabrication, Providing and Fitting of Aluminum doors, windows and ventilators with frame made out of Powdered coated aluminum of gauge not more than 12 mm including glass, rubber beading, aluminum Fly mesh, aluminum sheet panels for doors and other allied accessories. The total no. quantity of doors and windows are enclosed as per Annexure “A”. The color and final design is approved by Engineer in charge