Construction of Boundary Wall at Govt. Primary School Amersingh Pura

Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge:In cement mortar

Earth work in excavation by manual means 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 All kinds of soil :

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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand)

Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :Cement mortar 1:6 ( 1 cement : 6 coarse sand)

Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level

Providing and laying of damp proof course of 50 mm thick with cement concrete (1:2:4),mix with 12.50 mm thick stone aggregates.

Cement plaster in 1:6 ( 1 cement:6 fine sand ) ,15 mm thick.

Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work, over and including water thinnable priming coat to give an even shade

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

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

Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work

Centering and shuttering including strutting, propping etc. and removal of form for Columns, pillars, piers, abutments, posts and struts.

Carraige of material by Mechenical Transport including loading unloading complete Stone Aggregates lead upto 30 km

Carraige of material by Mechenical Transport including loading unloading complete Bricks lead upto 130 km

Carraige of material by Mechenical Transport including loading unloading complete Cement lead upto 130 km

Carraige of material by Mechenical Transport including loading unloading complete Steel lead upto 130 km

Carraige of material by Manual Transport including loading unloading complete Stone lead upto 1000 m

Carraige of material by Manual means including loading unloading complete Sand lead upto 500 m

Carraige of material by Manual means including loading unloading complete Stone Aggregates lead upto 2000 m

Carraige of material by Manual means including loading unloading complete Bricks lead upto 2000 m

Carraige of material by Manual means including loading unloading complete Cement lead upto 2000 m

Carraige of material by Manual means including loading unloading complete Steel lead upto 2000 m

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