Construction of CC retaining wall backside Sh P.K. Sharma sector-4 ward 6 dmaged in heavy rain MC Parwanoo

Amount

Excavation in foundations in trenches etc., in earth work, lift upto 1.50 Metres stacking the eacavated soil not more than3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres. pick & jumper work

Providing form work with steel plates 3.15mm.thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centring, shuutering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete & plain concrete work in: a)Vertical Surface

P/L weep hole pipes HPSR 2009

Providing and laying cement concrete 1:4:8(1 cement:4 sand:8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinths including entire carragie of material upto all leads and lifts.

P/L Stone filling behind r/wall HPSR 2009

Deepak Kumar Govt. Contractor

HARDEEP SINGH