Construction of Ayurvedic Health Centre with Residence without ward at AHC Karla, Tehsil Sundernagar Distt. Mandi, H.P.

Excavation in foundation trenches or drain etc. in earth work in all kinds of soils such as pick work , jumper work, pick work,pick jumper blasting work, blasting work in soft and hard rock conglomerate rock or saturated soil and its intermediate classification of soil including chiseling/ wedging out of rocks (where blasting is prohibited) and pumping or bailing out of watering/dewatering upto any lift stacking the excavated soil clear from the edge of excavation and then returning the stacked soil in layers when required into plinths sides of foundations consolidation each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in charge within all leads including carriage of materials with in all leads, lifts and other incidentals.

Supplying and filling in plinth with sand under floors,including watering, ramming, consolidating and dressingcomplete.S upplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. including carriage of materials with in all leads, lifts and other incidentals..

Providing and laying in position cement concrete 1:4:8 (one Cement : four coarse sand : eight graded stone aggregate 40 mm ( forty millimetre ) nominal size of specified grade and curing complete excluding the cost of centering and shuttering as per direction of Engineer - in - charge including carriage of materials with in all leads, lifts and other incidentals .

Providing and laying damp-proof course 40mm ( forty millimetre) thick with cement concrete 1:2:4 (one cement : two coarse sand : four graded stone aggregate 12.5mm ( twelve point five five millimetre) nominal size) including carriage of material within all leads and lifts and other incidentals as per direction of Engineer - in - charge .

Providing & applying a coat of residual petroleum bitumen of grade of VG-10(ten) of approved quality using 1.7 kg ( one point seven kilo grame ) per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer - in - charge .

Providing under layer for plinth protection of 75mm( seventy five millimetre) thick surface free from mortar drop, dust, loose materials and other foreign matters sand papering smooth including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer - in - charge .

Making plinth protection 50mm (fifty millimetre) thick of cement concrete 1:3:6 (one cement : three coarse sand : six graded stone aggregate 20 mm( twenty millimetre ) nominal size over 75mm( seventy five millimetre ) thick bed of dry brick ballast 40 mm ( forty milimetre ) nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer - in - charge .

Suspended floors, roofs, landings, balconies and acceess platform including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer - in- charge .

Lintels, beams, plinth beams, girders, bressumers and cantilevers. including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer - in - charge .