Construction of SP Residence and Camp Office for Commissioner of Police Head Quarter at Dist- Gautam Buddh Nagar

Clearing jungle including uprooting of rank vegetation, grass, brush wood,trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared DSR NO. 2.31

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge.All kinds of soil DSR NO. 2.6.1

Excavating, supplying 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 trenches, plinth, sides of foundation etc. complete. DSR NO. 2.25a

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) DSR NO. 4.1.8

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR NO. 2.27

Proving & injecting chamical emulsion for preconstructional anti-termite treatment and creating a chemical barrier under & alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall & floor along the external perimeter of building expansion joints surrounding of pipes & coduits etc.complete plinth area of the building at ground floor only shall be measured as per I.S.63/3( part II 1981 ) Aldrine emlsifiable concentrate or any other approved material such as Htrachlore or Chlordance will be used . The rate of application of chemical emulsion shall be as follows: SOR Meerut 19.04 New Item (I) Treatment for masonary & foundation 5litres/ sqm. (II) Back fill in immediate contract with foundation 7.5 litres / sqm. (III) Treatment of top surface of plinth filling 5 litres/sqm . (IV) Treatment of junction of wall and floor 7.5litres/sqm. (V) Treatment of soil along external perimeter of building 7.50 litres/sqm. (VI) Treatment of soil under Apron along external perimeter 5litres/sqm

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.DSR 5.33 Upto plinth, level Concrete of M25 grade with minimum cement content of 330 kg/cum DSR 5.33.1.1

Above plinth lvl upto floor Vl, Concrete of M25 grade with minimum cement content of 330 kg /cum DSR 5.33.2.1

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) DSR 6.1.2

Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) DSR 4.10