Aug of FIS Kass and Nagan Bharola in Tehsil Joginder Nagar Distt Mandi HP SH Co Head Weir Nagan Bharola Phase-II NABARD

Excavation in foundation trenches etc. in earth work lift upto 1.50 mtrs. stacking the excavated soil not more than 3 mtr. Clear from the edge of excavation and then returning the stacked soil in 15cm. 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 all kinds of soil within all leads and lifts and as directed by the Engineer-in-charge.

Providing and laying cement concrete 1:4:8(1cement:4sand:8graded stone aggregate of 40mm nominal size)and curing complete excluding cost of form work including all leads and lifts: Foundation and Plinth.

Providing and laying reinforcement cement concrete 1:1 1/2:3 (1cement:1 1/2 sand: 3 graded stone aggregate of 20mm nominal size)and curing complete excluding cost of form work and re - inforcemnment for reinforced concrete work in

Founadtion , footing, bases of column and the like and mass concrete.

Walls (any thickness) but not less that 0.10 Mtrs. thick including attached pilasters buttresses plinth and string course from top of foundation upto floor two levels.

Providing,laying tor steel reinforcement for RCC work including bending, binding and placing in position i /c binding wire complete up to floor two level complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work including all leads and lifts:

Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like

Earth filling with boulder in the dam.

Providing and fxing MSERW pipe 300 mm dia pipe medium grade tube fitting in wall 6x2=12

Providing and fixing double flanged cast iron sluice valve of Leader/BHEL Kirlosker/Kilburn/Gled of following diameter capable with standing normal seat pressure as the IS-780-1994 with up to date ammendment.

300 mm dia.

Wire crate made of G.I wire filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for seperately ) GI.I. wire 4 mm corresponding to SWG 8 15 cm x 15 cm mesh.

Wire crate made of GI wire filled with boulder with square cut faces against the wire( wire crate to be measured and paid seperately).