Power Development Department Tender

Providing and laying hand packed dry stone soling duly compacted with hand rammer including watering,ramming,dressing and all types of carriages invloved. Front( 2x3.5x3.5x0.5)=12.25 cft Stair( 2x2.5x2.5x0.5)= 6.25 cft Extension ( 6x3.5x3.5x0.5)=36.75 cft ( 1x12x6x0.5) =36 cft

Providing and laying in position cement concrete of specified grade 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) including curing but excluding the cost of centring and shuttering. All work upto plinth level. Front( 2x3.5x3.5x0.33)=8.09 cft Stair( 2x2.5x2.5x0.33)= 4.13 cft Extension ( 6x3.5x3.5x0.33)=24.26 cft ( 1x12x6x0.33) =23.76 cft

Providing and laying in position specified grade 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level Front( 2x3x3x1)=18 cft Stair( 2x2x2x.75)= 6 cft Extension ( 6x3x3x1)=54 cft

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

Providing and laying in position cement concrete of specified grade 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including curing but excluding the cost of centring and shuttering. All work upto plinth level . Front( 2x1.5x1.5x1.5)=6.75 cft Stair( 2x1.5x1.5x1)= 4.50 cft Main Shed Floor (1x32x9x.5)=144 cft Extension ( 6x1.5x1.5x1.5)=20.25 cft ( 1x12x6x0.5) =36 cft

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. Front( 8x3x1)=24 sft Stair( 10x3x.75)= 22.5 sft Extension ( 13x3x1)=39 sft

Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete(welded) Tubes Front 9''x9''x 5'' mm ( 2x11) @35.1 kgs/m=235.46Kgs Stair 4''x4''x5''mm ( 2x6)@ 15.2kgs/m = 55.5kgs Extension 4''x4''x5 mm Outside Shed ( 6x8.5)@15.2kgs/m=235.88kgs Plates 1.25''x1.25''x8 mm (20x1.25x1.25) @5.83Kg/Plate=16.93kgs ISMB 150 (2x32)@14.9kgs/m=290.73kgs ISMC 75 (11x10)@6.8kgs/m=228.05kgs ISA 65x65x5 (4x32)@4.9kgs/m=191.22kgs Steel Sheet 2mm (1x32x10)@7.85kgs/mm/sqm=466.91kgs ISMB 150 (2x12+6)@14.9kgs/m=163.54kgs Truss 65x65x6mm (4x(6.5+3.75+7.33+2+1+3+1.5)) (2x27) 0utside Shed Sides@5.84kgs/m=289.01kgs ISMC 75 Purlin (3x12)@6.8kgs/m=74.63kgs ISMB 150 (3x6)@14.9kgs/m=81.77kgs Steel Plate 2mm Stait landing (1x6x6)@7.85kgs/mm/sqm=52.53kgs ISMC 75 Stair (6x11.16)@6.8kgs/m=138.82kgs Steps ISA 65x65x5 (20x3x1.5) (20x3)=45.73m@6.8kgs/m=310.98kgs Flat 50x4 (20x9x3)@1.6kgs/m=263.41kgs Top Rail Circular Pipe 75mmx2mm inc stairs (4x11.5) (8x5) (1x32)@3.6kgs/m=94.39kgs ISA 40x40x5 (8x11.16) (2x32)@2.94kgs/m=80.03kgs Square Bars(10mm) at 4'' c/c (2x2x30x3)(1x115x3)@.79Kg/m=168.73Kgs Gusset Plate 9''x9''x6mm (4x6)@2.45 kg/Plate=58.80Kgs 1 No. Door frame (1x4x6)@ 3 Kgs/sft=7.40 Main Door 50x50x5 (16x1x4) @3.73 Kgs/m=72.78Kgs Square Bars 10mm at 3'' c/c(200x1) @.79kgs/m=48.17Kgs

Providing High Rib sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.(0.50 mm thick with zinc coating not less than 275 gram/m2) (1x12x7.5) (1x23x7)

snow cuter for roof above shed