Flood protection wall along the Shalvi River near Dundi Mata Temple and Channelization of water of Dayandli Nallah at Nerwa Tehsil Nerwa Distt Shimla HP C O protection R Wall Plum CC 1 5 10 25mtr Right side of Nallah

Amount

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

Providing & Laying cement concrete 1:4:8(1ccement :4 sand: 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all leads and lifts as per the directions of the Engineer in charge.

Prov. And laying cement concrete 1:2:4(1cement:2sand::4graded stone agg. 20mm nominal size)& curing completeexcluding cost of form work & reinforcement for reinforced conc. Work in Flat surface such as soffits of suspended floor roofs landing and like to upto 200 mm in thickness. etc and asper the direction of the Engineer-in-Charge.

Providing mild steel/tor steel reinforcement for RCC work including bending binding and placing in position complete upto floor two level tor steel & asper the direction of the Engineer-in-Charge.

Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering, centring, shuttering, strutting and propping and centring below supporting floor to ciling not exceeding 4mtrs. And removal of the same for insitu-reinforced concrete & plain concrete work as per direction of the Engineer-in-Charge.

a )Vertical surfaces such as walls(any thickness partitions and the like including attached pillasters buttresses, plinth and string courses and the like.

Stone filling behind the retaining wall with in leads and lifts as per the directions of the Engineer in charge.

Providing and laying cement concrete 1:5:10 ( 1cement:5sand::10 graded stone agg. 40mm nominal size) with 15 % plum and curing complete excluding cost of form work in retaining walls/Breast walls, the size of plums shall usually be 150mm to 300 mm as per HPPWDS Specification. asper the direction of Engineer-in-Charge.

HPPWD

Kapil Dev

Kamlesh Kumar

Ramesh Kumar Ranaik