Command Area Development of Flow Irrigation Scheme Khaggal Sihunta in Tehsil Sihunta Distt. Chamba (HP)

Amount

Excavation in foundations, trenches etc., in earth work. In all kind of soil such as spade work, pick work, jumper work, blasting work in soft and hard rock chiselling / wedging out of rock where blasting is prohibited and in saturated soil etc. in all leads and lifts, stacking the excavated soil not more than 3 metres clear from the edge of excavation and then returning the stacked soil in fifteen centimetre layers, when required into plinths sides of foundations etc. consolidating each deposited layer by ramming and dewatering and then disposing of all surplus excavated earth as directed within all leads and lifts as per direction of the Engineer-in-Charge.

Providing and laying cement concrete 1:3:6 ( 1 cement : 3 sand: 6 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth for out let within all leads and lifts as per the direction of Engineer-in-Charge.

Providing and laying cement concrete work 1 : 2 : 4 ( 1 cement : 2 sand: 4 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.

Wall (any thickness but not less than 0.10 metre thickness) attached pilasters, buttersses, plinth and string courses etc. from top of foundation level 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.

Providing & fixing 5mm thick M.S. plate V notch 90 degree the weight of notch 30.97 kgs. complete in all respect within all leads and lifts as per the direction of Engineer-in -Charge.

Providing and fixing M.S. Nakka plate / Control gate 5mm thick the wight of gate not less than17.90 Kgs. complete in all respect within all leads and lifts as per the direction of Engineer-in -Charge.

Excavation in drains and channels etc. in earth work including dressing of side and bed and disposing of excavated earth all leads and lifts disposed earth to be levelled and neatly dressed such as pick work, jumper work, within all leads and lifts as per the direction of Engineer-in -Charge.

Providing and laying cement concrete 1:4:8 ( 1 cement : 4 sand: 8 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 : 2 : 4 ( 1 cement : 2 sand: 4 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 drain, channel, and the like mass concrete within all leads and lifts as per direction of Engineer-in-Charge.

Walls of drain channel (any thickness but not less than 0.10 metre thickness) attached pilasters, buttersses, plinth and string courses etc. from top of foundation level upto 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 of drain /chnnels (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.

MAHAJAN TRADERS

P C Construction