Construction of Boundary wall at Govt. High School Cheerpora

Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres: All kinds of soil

Providing and laying of Stone soling (dully hand packed) including watering dressing and ramming and all carriage loading unloading complete job.

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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

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 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Brick work with F.P.S bricks of class designation 7.5 in 1:6 (Cement: sand) incl. extra over brick work and incl. all carriages of materials

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete.

Cement plaster in 1:6 ( 1 cement : 6 fine sand), 12 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

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

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

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Add for SAMAGRA LOGO 2D Letter writing

Carriage of material by Mechanical transport from source to site, stone aggregates for an avg lead upto 40 km

Carriage of material by Mechanical transport from source to site, sand for an avg lead upto 40 km