CAD LIS Badukhar

Amount

Excavation in foundation in trenches etc. in earth work in all classification of soil such as spade work, pick work, jumper work, blasting work, soft /hard rock etc. up to all depth, stacking the excavated soil within all leads and lifts clear from the edge of excavation and then returning the stacking soil in 15 cm. layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming watering and then disposing of all surplus excavated earth as directed within all leads and lifts as per 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 the cost of form work in foundation and plinth. within all leads and lifts as per the directions and satisfactions of the 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.

In walls (any thickness) but not less than 0.10 Metre thickness including attached pillasters,buttresses,plinth and string courses etc.from top of foundation level upto any floor level within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge.

Providing form work with steel plates 3.15mm.thick welded with angle iron frame 30x30x5mm. so as to give a fair finish in-cluding centring,shuttering,strutting and propping etc.with wooden battens and ballies height of propping and centring below supporting floor to ceiling exceeding upto any height and removal of the same for in-situ-reinforced concrete and plain concrete work in:-

In vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like including entire carriage of material within all leads and lifts as per the directions and satisfactions of the Engieer-in-Charge.

Providing and laying tor steel reinforcement for RCC.work including bending,binding and placing in position complete upto any floor within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge.

Laying & jointing and testing in trenches of HDPE (High Density Polythiene pipe) of following dia & class conforming to IS: 4984-1995 PN-4 fusion welding process including all necessary fitting and bends in all leads and lifts to the entire satisfactions of the Engineer-in-Charge. (Earth work in trenches to be measured & paid for separately)

140mm dia HDPE pipe - PN-4

160mm dia HDPE pipe - PN-4

180mm dia HDPE pipe - PN-4

200mm dia HDPE pipe - PN-4

Parvinder Kumar

Sarbjit Singh Katoch

shubham sharma

akshay sharma government contractor