Construction of retaining Wall in Ward No 6 near the House of Makhan Singh, Baddi

Amount

Excavation

Excavation in foundation trenches etc. in earth work lift upto 1.50 mts stacking the excavated soil not more than 3 mts clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into the plinths sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all excavated earth as directed within all leads and lifts as per the direction of the Engineer in Charge Pick Work

Providing and laying cement concrete 1:6:12 (1 cement:6 sand : 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of centring and shuttering in: foundation and plinth

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 Foundation, footings basis of columns etc. and mass concrete. Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters buttresses,plinth and string courses and the like as directed within all leads and lifts as per the direction of the Engineer in Charge

Providing mild steel/Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto Tor Steel within all leads and lifts as per the direction of the Engineer in Charge

P/L cement concrete 1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size)and curing complete excluding cost of form work in Walls including attached buttresses,pilasters, and their caps and bases and string courses etc. upto floor two level within all leads and lifts as per the direction of the Engineer in Charge

Providing weepholes in RCC Wall with 100mm dia PVC Pipe extending throughout the full with the structure with slop of 1(v) :20(H) towards drawing face complete as per drawing and technical specification clause 614, 709 , 1204 3.7 within all leads and lifts as per the direction of the Engineer in Charge

Stone Filling behind retaining walls within all leads and lifts as per the direction of the Engineer in Charge

Vishal Kaushal

Lalit Thakur

karamveer govt. contractor

RAJ KUMAR