Construction of 12 No. Tubewell construction of tubewell Khukhnara

Amount

Excavation in foundation trenches earth work in pick work, jumper work within all leads and lifts and lift stacking the excavated soil not more than 3 mtr clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc., consolidating each deposted layer by ramming, watering, and then disposing of all surplus excavated earth as directed within all leads and lifts as per the direction of Engineer-in-charge.

Excavation in drains and channel etc.in all classification of soil suchas pick work, jumper work ,blasting hard and soft rock or chiseling including saturated soil ,bailing or pumping out water ,chiseling where blasting is probihited , shoring ,dewatering ,struting ,planking, timbering where ever required as directed with in all leads and lifts including restoration of metalled/un mettalled paved surface to its original condition including providing diversion for traffic night signal, fixing caution board crossing over access to houses ,fencing etc. complete in all respect within all leads and lifts as per the direction of Engineer-in-charge..

Providing, laying cement concrete 1:4:8 (1cement: 4sand: 8graded stone agg.,40mm nominal size)& curing complete excluding the cost of form work in foundation and plinths complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

Providing and laying cement concrete 1:2:4 (1cement:2sand:4graded stone agg., 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work :-

In foundation and plinth i/c entire carrige of material complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

In walls (any thickness) but not less than 0.10 mtr., thickness attached pillasters, buttresses, plinth and string courses etc from top of foundation level upto any floor level i/c entire carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and laying cement concrete 1:5:10 (1 cemnt: 5 sand :10 graded stone agg 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth leads and lifts as per the direction of Engineer-in-charge.

Providing tor steel reinforcement for reinforced concrete work including bending, binding, & placing in position complete upto floor two level) complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

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

In vertical surfaces such as (walls any thickbness) partitions and the like including attached pilasters, buttresses, plinth and string course and the like within all leads and lifts as per the satisfaction of Engineer-in-charge.

Providing & fixing PVC water stop seal of required size etc 4 mm to 6mm thick 150 mm vide, complete in all respect.

Laying, Jointing & Testing of HDPE (High Density Polythene Pipe) of following dia & class PE- 80 PN 4.0 confirming to IS: 4984-1995 with fusion welding process including all necessary fittings & bends (earth work to be paid for separately) within all leads and lifts complete in all respect as per the satisfaction of the Engineer-in-charge.

160 mm dia

180 mm dia

200 mm dia

225 mm dia

Providing and fixing cast iron alfa valve various dia of reputed make in oulet chamber to control the water for distribution system complete in all respect as per the entire satisfaction of Engineer in Charge.

150 mm dia

200 mm dia

Sanjay Gaur

VIVEK KUMAR

ANKUSH KUMAR