Final Sec. 7 BOQ-Crystal IT Park Balance Work - Madhya Pradesh ...

Sn. Particulars Unit Qty.15 Providing and fixing SS sink with integrated single drain board similar to No 18NIRALI or approved make of 1145 x 510 side basket strainer outlet Angle stopcock long body, pillar cock C.P. bottle trap, C.P. extension pipe, wall flange etc.complete.(E) Water Supply Distribution1 Supplying and laying 100 mm dia, G. I C‐Class pipes with necessary fittings Rm 100and pipes wrapping with hessian cloth over a coat of bitumastic paint includingnecessary excavation in earth or murum bailing & pumping out water fromtrenches with shoring wherever necessary, providing 1:3:6 150 mm thickconcrete bedding & pedestals benching. refilling, the trenches, removing awaythe surplus earth or dumping it on site as directed complete including hydraulictesting at 10.54 Kg pressure (depth upto, 1.00M).2 Supplying and laying 80 mm dia, G. I C‐Class pipes with necessary fittings and Rm 200pipes wrapping with hessian cloth over a coat of bitumastic paint includingnecessary excavation in earth or murum bailing & pumping out water fromtrenches with shoring wherever necessary, providing 1:3:6 150 mm thickconcrete bedding & pedestals benching. refilling, the trenches, removing awaythe surplus earth or dumping it on site as directed complete including hydraulictesting at 10.54 Kg pressure (depth upto, 1.00M).3 Supplying and laying 50 mm dia, G. I C‐Class pipes with necessary fittings andpipes wrapping with hessian cloth over a coat of bitumastic paint includingnecessary excavation in earth or murum bailing & pumping out water fromtrenches with shoring wherever necessary, providing 1:3:6 150 mm thickconcrete bedding & pedestals benching. refilling, the trenches, removing awaythe surplus earth or dumping it on site as directed complete including hydraulictesting at 10.54 Kg pressure (depth upto, 1.00M).Rm 1504 Supplying and laying 40 mm dia, G. I C‐Class pipes with necessary fittings andpipes wrapping with hessian cloth over a coat of bitumastic paint includingnecessary excavation in earth or murum bailing & pumping out water fromtrenches with shoring wherever necessary, providing 1:3:6 150 mm thickconcrete bedding & pedestals benching. refilling, the trenches, removing awaythe surplus earth or dumping it on site as directed complete including hydraulictesting at 10.54 Kg pressure (depth upto, 1.00M).Rm 125Page 18 of 92