Construction of Garage for Parking of Fire Tenders at F AND ES Batote

Site Preparation Earthwork in excavation by manual means over area for leveling purpose including disposal of excavated earth up to 25m from cutting edge and should be disposed. in near-by all kind of soil Foundation for columns = 08 x (2’ x 2’ x 3’-0”) = 96ft3 Total = 96 ft3 = 2.72m3 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 Column Foundation

Providing and laying of cement concrete (1:5:10) using 40mm nominal size nallah stone. Foundation for columns = 08 x (2’ x 2’ x 6”) = 16 ft3

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) Foundation for Columns = 08 x (1’-6” x 1’-6” x 1’-6”)= 27ft3

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 324’ = 98.78 mtr = @ 0.617 kg per metre = 60.94 kg 8mm bar of length Tie beam74’ = 22.55 mtr = @ 0.395 kg per metre = 08.90 kg Total =69.84 kg

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 (150 x 150 x 6 mm) = 160 ft = 48.76 m @ 26.64 kg/m = 1298.96kg MS Sq. Plate(08 No) of size (250 x 250 x 10 mm): = 121kg MS Sq. Plate(08 No) of size (150 x 150 x 08 mm): = 76kg Rectangular Sections Truss Beam(121 x 61 x 04.5 mm) @490’ = 149.35 mtr@ 11.95 kg/m = 1784.73 kg Rectangular Sections Truss Bracing (60 x 60 x 03.6mm) @159.98’ = 48.76 m@ 06.2 kg/m = 302.3 kg Rectangular Sections Top Inter Sections of size (121 x 61 x 04.5 mm) @ 492’ = 149.96 m @ 11.95 kg/m = 1792.02kg Rectangular Sections Parlins of size (121 x 61 x 04.5 mm) @ 588’ = 179.22 m @ 11.95 kg/m = 2141.67kg complete scope of work had from SBD

Providing and fixing precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side ofthe sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. The job includes electrification of the shed i.e 100w lights 02nos along with electrical wiring. Complete Job PPGI Sheet Area – 3490 sft

Providing/ Fixing of 2nd class Kail Wood of size 250x32 mm (nominal size ) (Sch-12.69.2.1)