Sant Kabir Nagar ke police line parisar mein Shaheed Smarak ke nirman karya

Excavation of Foundation- 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

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

Sand Filling- Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

PCC 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) : 8 graded stone aggregate 40 mm nominal size)

Providing & injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth junction of wall and floor, along the external perimeter of binding expansion joints, surrounding of pipes and conduit etc., complete (plinth area of the building at ground floor only shall be measured as per IS-6313 Part II 1981)Aldrine emulisifiable concentrate or any other approved material such as Hepthachlor or Chlordance will be used. The rate of application of chemical emulsion shall be as follows- (I) Treatment for masonary & foundation 5 Ltr. per Sqm. (II) Back fill in immediate contact with foundation 7.5 Ltr.per Sqm. (III) Treatment of top surface of plinth filling 5 Ltr.per Sqm. (IV) Treatment of soil along external peri meter of building 7.50 Ltr. per Sqm. (V) Treatment of soil under apron along external perimeter 5 Ltr. per Sqm. S.I.No. 1 Chapter 8

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level) 1:1.5:3

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering,finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand derived from natural sources : 3 graded stone aggregate20 mm nominal size derived from natural sources).

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete . Thermo-Mechanically Treated bars of grade Fe-500D or more. upto plinth

above plinth

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation M-150 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)