CONSTRUCTION OF ADVOCATE CHAMBER,AT - COURT CAMPUS KALILABAD, DISTT, SABNT KABIR NAGAR UP

Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m.(5 fts.) and lead upto 30m.(100 fts.) & including filling. watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-incharges upto a distance of 30 m.(100 fts.) from the foundation trenches.

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

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

R.c.c. works with cement approved coarse sand and 2 cm. (3/4") guage approved stone ballast in the proportion 1:1.5:3 along with synthetic Triangular fibre of cut length 12 mm. Specific gravity 1.34, dosage @ 900 gms. / cum ( Recron 3s of Reliance industries ltd.) in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and tools and plants etc,required for proper completion of the works. strength of the concrete shall not be less than M-200 Design Mix.

All works upto plinth level M-20

Footing

Column

Beam

As in item 3 above but in R.C.C. with approved stone ballast. (Using 1:1.5:3 Mix concrete)

(For R.C.C. Lintel)