RM of Tube Well Kardial 2nd in Tehsil Jawali Distt Kangra HP SH Laying Jointing and Testing of HDPE pipe line 225mm dia in Distribution System and Construction of 8 Nos Outlet Chamber Tube well Kardial 2nd

Excavation in foundation trenches (for pipes & pits) upto all depths in all classification of earth work such as pick work, Jumper work, Saturated soil including bailing or pumping out water, blasting soft/hard rock or chiselling soft/hard rock where blasting work is prohibited in all leads and lifts including triming & dressing of sides, levelling of beds to correct grade I/c shoring,strutting, planking timbering and dewatering wherever required stacking the usable & unusable material/ soil separately and after laying & jointing & testing of pipes, returning the usable soil in 15 cm layer's by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed with in all leads and lifts I/c restoration of unmetalled surface to its original condition and I/c cost of diversion for traffic, night singals,fixing caution boards,croosing over trenches for access to houses, fencing etc.complete in all respects with in all leads & lifts as per direction of Engineer- in-charge.

Laying, jointing and commissioning of HDPE (High Density Polyethylene pipes) of following diameter and class confirming to IS 4984-1995 with fusion welding process including all necessary fittings & bends in all leads and lifts to the entire satisfaction of Engineer-in-charge.(Earth work in trenches to be measured and paid separately)

225mm dia HDPE pipe grade PE-80 PN-4

Providing and fixing CI Alfa Valve of following dia complete in all respect.

250mm dia

Providing and laying cement concrete 1:3:6 ( 1 cement: 3approved sand : 6 approved graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth.

Providing form work with steel plates 3.15mm thich welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering struttting and propping etc.with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4mts. And removal of the same for in-situ reinforced concrete and plain concrete work in:- Vertical , surfaces such as walls (any thichness) partitions and the like including attached pillasters, buttresses plinth and string courses.

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

Foundation , foootings base of columns and the like and mass concrete.

Wall any thickness but not less than 0.10 mtr. Thickness attached pillasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level.

Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level with in all leads and lifts.

Finishing wall with water proofing cement paint or approved brand and manufacture and of required shade on undecorated wall surface two coat to give an even shade after throughly brushing. The surface to removal all dirt, dust and removing of loose material.