Janapad Varanasi Me Reporting Police Chauki Jakhani Thana Rohaniya Currently Thana Rajatalab ke Prashashanik Bhavan Ka Nirman Karya

Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. As per DSR-2.6.1 and Direction of E/I (Including all taxes, Labour cess but exluding GST)

Filling of Carted earth in plinth in 20cm layer including leveling, dressing and watering and also including of supply of earth including carted loading & unloading as per direction of Engineer incharge... As per DSR-2.25(a) and Direction of E/I (Including all taxes, Labour cess but exluding GST)

Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. As per DSR-4.1.8 and Direction of E/I (Including all taxes, Labour cess but exluding GST)

Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. As per DSR-2.27 and Direction of E/I (Including all taxes, Labour cess but exluding GST)

Providing and injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete.(plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer's standard dilution). As per DSR-2.35.3.1 and Direction of E/I (Including all taxes, Labour cess but exluding GST)

Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). As per DSR-5.1.2 and Direction of E/I (Including all taxes, Labour cess but exluding GST)

Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). As per DSR-5.1.2 and Direction of E/I (Including all taxes, Labour cess but exluding GST) above plinth to 5th floor

Centering and shuttering including strutting, propping etc. and removal of form for all heights :Foundations, footings, bases of columns, etc. for mass concrete. As per DSR-5.9.1 and Direction of E/I (Including all taxes, Labour cess but exluding GST)

Centering and shuttering including strutting, propping etc. and removal of form for all heights :Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick As per DSR-5.9.21 and Direction of E/I (Including all taxes, Labour cess but exluding GST)

Centering and shuttering including strutting, propping etc. and removal of form for all heights :Columns,Pillars, Piers, Abutments, Posts and Struts. As per DSR-5.9.6 and Direction of E/I (Including all taxes, Labour cess but exluding GST)