Ward 07 Najarganj me Budi Mata Mandir Saundaryakaran ka karya

Excavation in soil mixed with moorum/shingle/kankar requiring the use of special T&P such as pickaxes, sabbals etc. including lift upto 1.5 metre (5 fts.) and lead upto 30 m (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-in-charge upto a distance of 30 m. (100 fts) from the foundation trenches. S.I. No. 252

Cement concrete with 4 cm (1.5") gauge approved stone ballast, approved coarse sand and cement in the proportion of 4 : 2 : I including supply of all materials, labour and T & P etc. required for proper completion of the work.

R.C.C work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 in Foundation and windows excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour& T&P etc. required for proper completion of the work. Binding wire cost being included in the item. S.I. No. 287

class-150 brick work in 1:6 cement and fine sand of 1.25 FM. mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work. S.I. No. 303

R.C.C work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 in Lighter Beam excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour& T&P etc. required for proper completion of the work. Binding wire cost being included in the item. S.I. No. 285

Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-in-charge with in a distance of 60 mt. (200 feet) Si no-692

Earth work in filling and cutting for embankment with mechanically compacted.

Cement concrete with 4 cm (1.5") gauge approved stone ballast, approved coarse sand and cement in the proportion of 8: 4 : I including supply of all materials, labour and T & P etc. required for proper completion of the work. S.I. No. 281

Providing and laying of 80mm Interlocking concrete block pavement laid in stone dust base and fill joint with fine sand. Joint filled after labling and dressing base including supply of all material, labour, T&P etc required for proper completion of the work.

Providing and applying 2mm thick Birla White putty all labour materials and T&P etc complete all work.