Construction of Pre-Fabricated Hut with Toilet under HADP project Self sustenance in mutton Production at Rayian Samba

Earth work in excavation(including clearing of site if required) by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: Foundation for plinth work Foundation for columns Total = 5.36 m3

Providing and laying of cement concrete (1:5:10) using 40mm nominal size nallah stone. Plinth work Foundation for columns Total = 1.72 m3

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 Flooring Foundation for Columns Plinth Protection KITCHEN Slab Front pavement Stairs Total = 17.40 m3

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up-to plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. Columns a. 10 mm rebars for column mesh = 1.70 kgs b. 10 mm rebars(L shape) = 3.76 kgs c. 8 mm stirrups= 5.63 kgs d. Total=66.54 kgs Bars for Plinth beam 10 mm bar of length= 112.87 kg 8 mm stirrups of Tie beam = 138.73 kg Flooring 8 mm lengths for flooring = 153.66 kg Total =471.80 kg

Centering and shuttering including strutting, propping etc. and removal of form work for: 4.6.1 Foundations, footings, bases for columns Area = 33.46 m2

12 mm cement plaster to plinth wall of mix 1 : 6 (1 cement : 6 fine sand) Total = 16.73 m2

Providing and laying river bed material / good earth including loading unloading and watering after every layer of 30 cm. The rolling is to be done by hand rammer. The rate includes supply and carriages and all forms of taxes. Area = 22.67 m3

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 (80 x 80 x 4 mm) = 177.12 kg MS Sq. Plate of size(200 x 200 x 6 mm)= 22.56 kg Rectangular Sections Truss (60 x 60 x 3.20mm) =251.51 kg Rectangular Sections Purlins of size (60 x 40 x 2.90mm) = 200.97 kg Side rails (50 x 25 x 2.60 mm)= 178.45 kg Anchor Bolts and miscellaneous = 75 kgs MS steel for water storage tank = 200 Kgs Total Weight = 1105.61 kgs

Supply and installation of Prefabricated PUF (Poly-Urethane Foam) Fire proof Panels for walls (PPGI finish on both sides) Panels of size 60 mm thick for walls (PPGI finish on both sides) and 60 /80 mm thick Fire proof PUF Panels (PPGI finish on both sides) for Roof to make a closed structure on the outer frame. Wall to wall cam/ male-female locking system including Internal flashing and External flashing to be provided. Prefabricated Sandwich panels with fasteners fitted and self-locking PVC gaskets fitted on all sides of wall including rivets, flashing, Anchor fastener, self drilling screw and all other allied accessories required for the installation/erection of panels. 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 attached drawing. The color and final design is as approved by Engineer in charge