Construction OF Drain , Culvert , P- Bund at Different spots ward no. 4 , 5 ,6 at Tilgam ( A ) Block - Pattan Pyt - TILGAM A Under - PRI

Surface Dressing of the ground including removing , vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish , lead upto 50 meter and lift upto 1.50 meter in All kinds of soil

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:

Providing/Laying Stone soling hand packed on level in foundation trenches incl all carraiges of material.

Providing and laying in position plain cement concrete 1:3:6 mix ratio M 10 using 20 mm nominal size agg excluding cost of shuttering i/c curing( all works upto lintel level).

Providing and laying in position plain cement concrete 1:3:6 mix ratio M 10 using 20 mm nominal size agg excluding cost of shuttering i/c curing( all works upto lintel level). 20 % Plum only

12 mm thick cement palaster in 1 :4 mix

Providing and laying in position Reinforced cement concrete 1:1.5 :3 mix ratio M 20 ( 1 cement : 1.5 coarse sand : 3 graded stone agg . ) using 20 mm nominal size agg excluding cost of shuttering i/c curing( all works upto lintel level).

providing and fixing of reinforcement including cutting , binding , bending , straightened and placing in position with all compelete job

centering and shuttering including strutting , propping etc etc and removal of form work for foundations, footings , bases of columns etc etc

providing and fixing of 60 mm thick factory made cement concrete inlocking paver blocks of m 30 grade made by block making machine with strong viberatring compaction and of approved size and desighn and shape laid in required colour and pattern over and including 50 mm thick bed of compacted bed of fine sand filling the joints with coarse sand etc .All compelete as per directions of Engineer - in - charge