CAD work under flow irrigation scheme Rani di kuhl Maang kuhl Gran di kuhl Maniyara Tappa kuhl Kusmal kuhl in Tehsil Palampur Distt Kangra H P

Amount

Cutting in earth work and disposal of excavated earth up to a lead of 20 metre within all leads and lifts as per the direction of Engineer-in-charge

Excavation in drain and channels etc. in all kinds of soil such as pick work,jumper work,blasting work soft and hard rock and saturated soil including dressing of sides and beds and disposing of excavated earth within all leads and lifts as per the direction of Engineer-in-charge.

Excavation in foundation trenches etc. in earth work in all kinds of soil such as pick work,jumper work,blasting in soft and hard rock and chiselling work including saturated soil slushy soil and under floor upto all depth and stacking the excavated soil not more than 3 metre clear from the edge of excavation and then returning the stacked soil in 15 centimetre (Fifteen centimetre) layer when required into plinth sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge within all leads and lifts.

Providing and laying cement concrete 1:3:6 (One cement is to three sand is to six graded stone aggregate 20 milimetre nominal size) and curing complete excluding the 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 1:4:8 (One cement is to four sand is to eight graded stone aggregate 40 milimetre nominal size) and curing complete excluding the 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 1:2:4 (One cement is to two sand is to four graded stone aggregate 40 milimetre nominal size) and curing complete excluding the 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 1:11/2:3(One cement is to One and half sand is to three graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-

a) Walls (any thickness) butt not less then 0.10 metre thickness) attached pillasters, buttresses, plinth and string courses etc. from top of foundation up to floor two level with in all leads and lifts as per the direction of Engineer-in-charge.

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

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

Providing and laying mild steel/tor steel reinforcement for reinforced cement concrete 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, laying, jointing and commissioning of HDPE (High Density Polyethylene pipes) of following diametre confirmng to IS 4984-1995 with fusion welding process including all necessary fitting in all leads and lift to the entire satisfacton of Engineer-in-charge.

a) 75 milimetre dia PN 4.00 PE 80.

b) 90 milimetre dia PN 4.00 PE 80.

c) 110 milimetre dia PN 4.00 PE 80.

d) 125 milimetre dia PN 4.00 PE 80.

e) 140 milimetre dia PN 4.00 PE 80.

f) 160 milimetre dia PN 4.00 PE 80.

g) 180 milimetre dia PN 4.00 PE 80.

h) 200 milimetre dia PN 4.00 PE 80.

Providing & fixing in position reinforcement cement concrete pipe of following dia, class & length for outlets within all leads and lifts as per the direction of Engineer-in-charge.

a) 900 milimetre dia.

b) 350 milimetre dia.

Providing and fixing of cast iron sluice valve of Kirloskar/Kartar/leader/Bir make of following diameter with hand wheel as per IS:14846-2000 (Class PN-1.0) including brass spindal as per 2906-1984 complete with nuts bolts and rubber insertion etc. complete in all respect with in all lead and lift as per satisfaction of Engineer-in-charge.

a) 100 milimetre dia.

b) 200 milimetre dia.

Providing and fixing of mild steel angle bracket to cover & safety of sluice valves in out let chamber 40X40X6mm angle iron 3.15mm gusset plate and at junction& corner within all leads and lifts as per the direction of Engineer-in-charge.

Providing and fixing of ceiling for locking arrangement for man hole cover complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

Providing and fixing of HDPE tee 100x90x63 milimetre with QC on HDPE pipe with existed pipe of outlet dia complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

Providing, laying, jointing and testing in trenches galvanised mild steel pipe of following dia for outlets pipe scour pipe and over flow pipes etc. within all leads and lifts as per the direction of Engineer-in-charge. a) 200 milimetre dia

Providing and fixing PVC pipe for weep hole within all leads and lifts as per the direction of Enginer in charge

gagan ohri