CAD of Lift Irrigation Scheme Sandhara in GP Sudli in Tehsil Bhattiyat Distt. Chamba H.P

Amount

Excavation in foundations trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in hard/ soft rocks, chiseling / wedging out of hard /soft rock including dewatering in saturated soil up to all leads and lifts stacking the excavated soil / materials not more than 3 meters clear from the edge of excavation and then returning the stacked soil in 15 centimeter layers when required into plinths side of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth within all leads and lifts as per the direction of Engineer-in -Charge.

Laying and jointing of HDPE pipe of 25 mm dia heavy duty ISI marked including all as per IS 15801: 2010 capable of with standing working pressure of 6.00 Kg./cm. Sq. Including testing of joints complete and carriage up to all respect with in all leads and lifts as per the direction of Engineer-In-Charge.

75 mm dia x 4.0kg/cm2 PE-80

90 mm dia x 4.0kg/cm2 PE-80

125 mm dia x 4.0kg/cm2 PE-80

Providing and fixing alfa valve BIR make complete all respect as per direction of Engineer in Charge.

75mm dia

90 mm dia

125 mm dia

Providing and laying cement concrete 1:4 :8 ( One cement : four sand: eight graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-Charge.

Providing and laying cement concrete work 1 : 1. 50 : 3 ( 1 cement : 1.50 sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:-

Foundations, footings bases of columns and the like mass concrete within all leads and lifts as per direction of Engineer-in-Charge.

In Walls (any thickness but not exceeding 0.10 meter thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level within all leads and lifts as per the direction of Engineer-in-Charge.

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

Providing form work with steel plates 3.15 milimetre thick welding with angle iron in frame 30x30x5 milimetre, so as to give fair finish including centering, shuttering strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 metres and removal of the same for in-situ-reinforced concrete and plain concrete work in:-

Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses, plinth and string courses and the like within all leads and lifts as per the direction of Engineer-in Charge.

ajay kumar sarmai

A.R ENTERPRISES