CONSTRUCTION OF ADMINISTRATIVE BUILDING AT JALALPUR POLICE STATION, DISTRICT JAUNPUR

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m In all kind of soil upto 1.5m depth DSR 2.8.1

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m In all kind of soil upto 1.5m to 3.0m. depth DSR 2.26.1+2.8.1

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m In all kind of soil upto 1.5m to 3.0m. depth DSR 2.26.1*2+2.8.2

Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift DSR 2.25(A)

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR 2.27

20 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) DSR 13.6.1

Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. DSR 4.13

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) ,including cost of form- work,in foundation and floors. DSR 4.1.8

Providing and injecting chemical emulsion for constructional antitermite treatment and creating a chemical barrier under and alround the column pits. Wall trenches basement Excavation Top surface of plinth filling Junction wall and floor along the external perimeter of binding expansion joints, surrounding of pipes and conduit etc complete (plinth area of building at ground floor only, shall be measured as per 6313 (Part II 1981) Excluding GST. Aldrine emulsifiable concen-trate any other approved material such as Heptrachlor or Chlordance will be used. The rate of application of chemical emulsion shall be as follows: (1) Treatment for Masonry 8 foundation 5 liters per sqm. (2), Back fill in immediate contact with foundation 7.50 liters per sqm. (3) Treatment of top surface of Plinth fillings 5 ​​liters / sqm. (4).Treatment of Soil along External perimeter of Building 7.50 liters/ sqm. (5). Treatment of soil under Apron along with external perimeter 5 liters / sqm

Centering and shuttering including strutting, propping etc. and removal of form for (a) Suspended floors, roofs, landings, balconies and access platform DSR 5.9.3