Jahidpur bijli bamba by pass par vigyan bhawan ki chhat ka farsh or diwar ka nirman karya

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

Concrete with 40 mm gauge Brick ballast fine sand of 1.25 fineness modulous & Cement in proporation of 8:4:1 in foundation and under floor, includingsupply of all material labour and T&P etc. required for proper completition of the work.DSR NO 4.1.8 page no 96

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. DSR NO 5.9.1 PAGE NO 107

Centering and shuttering including strutting, propping etc. and removal of form for LINTELS, BEMS,PLINTH BEAMS,GIRDERS,BRESSUMERS AND CANTILEVERS COMPLETE IN ALL RESPECT AS PER DSR NO 5.9.5 PAGE NO 107

Centering and shuttering including strutting, propping etc. and removal of form for COLUMNS, PILLARE, PIERS,ABUTMENTS,POST AND STRUTS COMPLETE IN ALL RESPECT AS PER DSR NO 5.9.6 PAGE NO 107

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : R.C.C 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) COMPLETE IN ALL RESPECT AS PER DSR NO 5.1.2 PAGE NO 107

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) COMPLETE IN ALL RESPECT AS PER DSR NO 5.2.2 PAGE NO 107

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. COMPLETE IN ALL RESPECT AS PER DSR NO 5.22.6 PAGE NO 110

Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand)

12 mm thick plaster with cement and Fine sand mortar in 1:6 over brick work required for proper completion of the work. As Per DSR NO 13.1.2 PAGE NO 200

15 mm thick plaster with cement and Fine sand mortar in 1:6 over brick work ON THE ROUGH OF SINGLE OR HALF BRICK WALL required for proper completion of the work. As Per DSR NO 13.2.2 PAGE NO 200

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete required for proper completion of the work. As Per DSR NO 13.80 PAGE NO 206

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:13.47.1 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) complete required for proper completion of the work. As Per DSR NO 13.47.1 PAGE NO 203

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 13.62.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture complete required for proper completion of the work. As Per DSR NO 13.62 PAGE NO 205

Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm.(b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm.(c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. complete required for proper completion of the work. As Per DSR NO 22.6 PAGE NO 303

Earth work in cutting or embankment in ordinary soil,excavation to be in the form regular pits not exceeding 0.50M in depth and earth work in embankment to be in 20cm Layers including remming and dressing the surface to required level and slope and also including 1.5M lift and 05.00 km lead . The earth from cutting to be use in making embamkment or to be deposite as spoil banks with in 30 m distance as directed by the Engineer incharge.

Suply& Fixing of M.S. sign board wade up of 40*40*6mm angle iron (vertical post length 2.75mtr),40*5mm flat cross angle 1mm thick ms sheet (1.20*0.90 sqm)including exavation of pit (0.45*0.45*0.45 cum),CC1:5:10 cement fine sand and Brick Balast 10cm thick,and cc 1:2:4 cement course sand & 20mm grit (0.35*0.35*0.35 cum),Two coat painting latter writing up to 2.5cm size (225 no)etc complete as per of Engineer incharge.

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