Restoration of rain damages to FIS Sarvar in GP Labrang tehsil Pooh Distt Kinnaur

Amount

Excavation in foundation trenches in all kinds of soils such as pick work, jumper work blasting hard or soft rock chiseling where blasting is prohibited slushy daldal or saturated soil within all leads and lifts , stacking the excavated soil not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinth and sides of foundations i/c 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 the Engineer- in-charge

P/L cement concrete 1:4:8 (1 cement :4 sand : 8 graded stone agg. 40mm N/s) and curring complete excluding the cost of form work in foundation & plinth within all leads and lifts.

Random rubble masonry/polygonal rubble masonry ( Uncoursed/brought to courses) with hard stone of approved quality in foundation and plinth including levelling up ) in cement mortar 1:6 (1 cement : 6 sand) in breast wall and retaining wall with in all leads and lifts.

40mm thick cement concrete flooring 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20mm nominal size) laid in one layer finished with a floating coat of neat cement with in all leads and lifts.

20mm cement plaster in single coat on rough side of brick/stone masonry for interior plastering upto floor two level including arrises, internal rounded angles, chamfers, and /or rounded angles not exceeding 80mm in girth and finished even and smooth with in Cm. 1:6 with in all leads and lifts.

Cutting in earth work and disposal of excavated earth upto a lead of 20 mtetr away in p.j. work

Form -work with steel plates 3.15 mm th.( Vertical surfaces such as walls (any thickness)

Providing and laying cement concrete 1:5:10 (1 cement: 5 sand: 10 graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining walls/ breast walls, the size of plums shall usually be 150mm to 300mm as per HPPWD specifications.

Dressing of side slopes and preparation of sub-grade lining in side slopes.

Cement concrete lining 15cm thick or less for irrigation channels using cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work within all leads and lifts.

In Bed

In Side Slopes

Extra Allowance for Form work as per item No 11(ii)

Suplying Hoisting and streching of specified profile wire rope for span 16 mm dia(wt 1.67 Kg /Rmt)complete.

P/F in position steel accessories like clamps,suspendors,rope grip,U-bolts,anchorage bolts etc.

P/L of Steel angle 50x50x5 mm for positioning of Wire

Laying and jointing HDPE pipe (conforming to IS: 4984-2016) in proper position by butt fusion jointing procedure including hydraulic testing as per relevent IS Code complete with all materials for jointing procedures like butt fusion welding machine with hydraulic jack, top loading clamp etc. pump and accessories for hydraulic testing and all labours as directed by engineer incharge as confirming to IS-7634 (Part II): 2012 amended upto date).PE80-PN-8

315 mm dia

90 mm dia

DEEPAK BHUSHAN (BID ID -524302)

SHYAMA NAND (BID ID -524288)