Improvement of FIS Raj Markanday in GP Passal in Tehsil Joginder Nagar District Mandi H.P SH Co Head weirs, create work Approch walls

Amount

Excavation in foundation and trenches in earth work,lifts up to 1.50 meters atacking the excavated soil not more than 3 meters clear from the edge of the excavation and then returning the stacking soil in 15cm .layers, when required in to plinths sides of foundations etc, consolidating each deposted layer by ramming and watering and then deposing of all surplus excavated earth as directed with in a lead of 20 metres in all respect with in all leads and lifts as per the direction of Engineer-in-Charge.

Providing and laying cement concrete 1:4:8 (1cement:4 sand:8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of from work in foundation and plinth complete in all respect with in all leads and lifts and as per the entire satisfaction of Engineer-in Charge.

Providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand : 3graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and re-inforcement for reinforced concrete work in:-

Foundation ,and plinth in all respect and as per the direction of Enginer-in-Charge

In walls any thikness but not less then 0.1m thikness attached pillasters, buttresses plinth and string courses etc from top of foundation level upto floor two level.

Providing tor steel reinforcement for R.C.C. work including bending,binding and placing in position complete upto floor two level in all respect complete with in all leads and lifts as per the direction of Engineer-in-Charge.

Providing form work of steel plate 3.15mm thick welded with angle iorn frame 30x30x5mmso as to so as to give asmoth finish including shuttering, centring, shuttering and propping hight of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in-situ reinforced concrete and plain concrete work in lintels, beams etc. including all leads and lifts in: and as per the entire satisfaction of Engineer-in Charge.

Vartical surface such as walls (any thickness) portion and the like including attached pillers,buteress plinth and staircases and the like.

Providing and laying cement concrete 1:5:10 (1cement :5 sand: 10 graded crushed stone aggregate 40mm nominal size) with 15% plum and curing complete excluding the cost of form work in retining wall/ Breast wall, the size of plum shall usually be 150mm to 300mm as per HPPWD specification in all leads and lifts as per the direction of Engineer-in-Charge.

Wire creats made of GI wire filled with boulders with squar cut faces against the wire (Wire creats to be measured and paid for separately).

Wire creats made of GI wire filled with boulders with squar cut faces against the wire (Wire creats to be measured and paid for separately).15x15 cm. mesh. G.I. wire 5mm thick corresponding to SWG-6.

Deepak Kumar

PRABHAT CHAND

Rakesh Thakur

Rakesh Kapoor