CONSTRUCTION OF TOILET BLOCK AT KASTURBA GANDHI BALIKA VIDHALAYA SARDARNAGAR, A TOILET BLOCK AND BOUNDARY WALL AT BHRAMPUR IN DISTT GORAKHPUR

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil DSR-2.6.1

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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. DSR-2.8.1

Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded stone ballast 40 mm nominal size) including supply of all materials.labour and T&P etc. required for proper completion of the work and curing complete. also including cost of formwork in foundation. DSR-4.1.8

Providing and laying in position specfied grade of reinforcement cement concrete, excluding the cost of centering,shuttering,finishing & reinforcement. All work up to plinth level. 1:1.5:3 (1 cement,1.2 coarse sand zone-iii,3 graded stone aggregate 20mm. (Nominal size). DSR.-5.1.2

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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominalsize derived from natural sources). DSR 5.2.2

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR.-5.3

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. DSR 5.9.1

Centering,shuttering inluding strutting,proping etc. & removal of form for. Lintels, beams, plinth beams, girders, bressumers and cantilevers. DSR.-5.9.5

Centering,shuttering inluding strutting,proping etc. & removal of form for. Columns, Pillars, Piers, Abutments, Posts and Struts. DSR-5.9.6

Brick work with common burnt clay (non-modular) bricks of class-150 in foundation & plinth in. Cement morter 1:6 (1 cement:6 coarse sand). DSR 6.2.2