CAD work of FIS Silla Khad Sarol Kulh in GP Baror and Jadera Tehsil and Distt. Chamba

Amount

Excavation in foundation trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting hard or soft rock by chiseling where the blasting work is prohibited slushy daldal and saturated soil I/c pumping or bailing out water with in all heights, stacking the excavated soil with in 15cm (Fifteen centimeters) when required in to plinths, sides of foundation consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads & lifts as per direction as satisfaction of Engineer-in-Charge.

Providing and laying cement concrete 1:1.5:3(1: cement :1.5 sand :3 graded crushed stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :-

Foundation footing bases of column and the like mass concrete with in all leads and lifts as per direction of the Engineer-in-charge.

Wall ( any thickness but not less than 0.10 mtr. Thickness) including attached pilasters buttersses, plinth and string courses etc, from top of foundation upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge.

Providing and laying cement conrete 1 : 3 :6 . ( 1 cement : 3 sand and : 6 grade stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth upto all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden batten and ballies, in all heights of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in :-

Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.

Providing tor steel (reinforcement for RCC work) including bending,binding and placing in positioncomplete in all respect including all leads and lifts as per the direction and entire satisfaction of Engineer-in-Charge.

Laying, jointing in trenches 6.00 Kg. F/ cm² working pressure unplasticized pipes conforming to IS: 4984-2016 as amended up to date complete with fitting (Earth work in trenches to be measured & paid for separately) PE-80 with wall thickness corresponding to SDR-17 and pressure rating 6.00Kg/cm² with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge..

75mm outer dia

90mm outer dia

110mm outer dia

Laying, jointing & testing of galvanised mild steel tube including fitting Medium grade tube (Earth work in trenches to be measured and paid for separately) including all carriage of materials with in all leads and lifts as per the direction of Engineer-in-Charge (Medium class)

125mm dia Nominal bore

Providing and fixing as per IS Leader/Kirloskar/Bir Make/Kartar Cast iron Sluice valve of ISI marked various dia Complete with in all leads and lifts as per direction of the Engineer-in-charge.

80mm dia Nominal bore Class PN 1.00

90mm dia Nominal bore Class PN 1.00

120mm dia Nominal bore Class PN 1.00