GRAM BUDHANPUR MAI KASTURBA GANDI VIDHALYA MAIN AVSHESH CHARDEEWARI AND KASTURBA GANI CHATRAVAS MAIN CHARDEEWARI AND INTERLOKING KARYE

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, i/c getting ou and disposal of surplus the excavated soil as directed withen a lead of 50m.DSR-2.8.1

P & L in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate) 40 mm nominal size deliver from natural sources.DSR-4.1.8

Brick work with common burnt clay ( non modular ) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) as per SI No- 6.1.1

Brick work with common burnt clay bricks Class designation 7.5 in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:6 (1 cement : 6 coarse sand ) as per SI no 6.4.2

Reinforced cement concrete work in walls attached pilaster ,columns , pillars, piers abutment etc. above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). Above Plinth Lvl as SI No-5.2.2

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). Above Plinth Lvl as SI No-5.3

Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per SI. No.- 5.22 B.1

Centering and shuttering including strutting, propping etc.and removal of form.Beam / Band as per SI- 5.9.5

Centering and shuttering including strutting, propping etc. and removal of form. Column as per SI- 5.9.6

12 mm thick cement plaster of mix 1:4 ( 1 cement & 4 course sand ) per IS 13.4.1