PROVIDING FLOOD PROTECTION WORK TO KAMOUTHA IN GP KALHEL TEHSIL CHURAH DISTT CHAMBA HP

Amount

Cutting in earth work in all kinds of soil such as pick work, jumper work, blasting hard and soft rock chiselling soft or hard rock where blasting is prohibited and disposal of excavated earth in all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Excavation in foundations, trenches etc. in earth work, lift upto 1.50 metres stacking the excavated soil not more than 3 metres clear from the edge of 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 within a lead of 20 metres.

Wire crate made of GI. Wire filled with boulder with square cut faces against the wire having size 1.25 x 1.25 x 1.25 mtrs. Filled with approved quality of hard stone/ boulders and approved quarry having rounded angular shape dimension and size of the stone not less than 23 cm. and weight 18 Kg. respectively free from soft spots cracks cavities veins including netting and twisting complete in all respect (Wire crate to be measured and paid for separately) within all leads and lifts as per direction of Engineer-in-Charge

Wire crate made of GI. Wire filled with boulder with square cut faces against the wire (Boulder filling to be measured and paid for separately) GI. Wire 5 mm. thick corresponding to SWG.-6 15 cm. x 15 cm. mesh with in all leads and lifts as per the direction of Engineer - in Charge.

GANTANTAR THAKUR

AMIT CHOUDHARY