Construction work at Nehru Memorial Inter College, Dhabarsi, District Amroha.

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 -150 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 of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:4 (1 cement : 4 coarse sand ) as per SI no 6.4.1

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

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 in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as SI No-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-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Above Plinth Lvl as SI No-5.2.2

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

15 mm thick cement plaster of mix 1:4 ( 1 cement & 4 course sand ) rough surface per IS 13.5.1

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