Construction of a multi-purpose indoor stadium near the Government Hospital and Gaushala (Cow Shelter) in Village Khadmohan Nagar, Development Block Syana, District Bulandshahr

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenchesor drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m.Earth work in Excavation in trenches for foundations pipes cable etc in ordinary soil (Loam clay or sand) including lift upto 1.5 m. lead upto 50m and dressing of sides and rammings of bottom and disposal of surplus exdavated earth as directed by the Engineer I/C within a lead of 30 m. (All kind of soil) DSR Item 2.8.1

E/W embankment cutting or inembankment inordinary soil,excavation to be in the form regular pits not exceeding 0.50M in depth and earth work in embankment to be in 20cm Layers including remming and dressing the surface to required level and slope and also including 1.5M lift and 8.00km lead . The earth from cutting to be use in making embamkment or to be deposite as spoil banks with in 3.00 km distance as directed by the Engineer incharge DSR Item 2.38

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

Providing & injecting chemical for preconstrucional treatment and creating and chemical barrier under and around the columns pits, wall trench basement excavation top surface if plinth filling junction of wall. (plinth area of the building at ground floor only shall be measured as per I.S. m6313(part II 1981). The rate of applicstion of chemical emulsion shall be as follows. 1).Treatment for massonary and foundation 5 lit per sqm.. 2.) Back fill in immidiete contact with foundation 7.5 lit per sqm .3)Treatment for surface of plinth filling 5 lit per sqm 4) Treatment of soil along exetranal permeter of building 7.5 lit per sqm 5) treatment of soil under rxetranal permeter 5 lit per sqm. With Chlorpriphos EC 20% with 1% concentration

Cement concrete with 4cm gauge approved stone grit, coarse and cement in the prapostion of 8:4:1stonne blast ,coarse sand and cement Supply of all materials, labour, tools and plants etc. required for proper complition of the work.

Providing and laying in position machine battched and machine mixed design mix M- 25 grade cement concrete for RCC work using cement content as per approved design mix. Including pumping of concrete to site of laying but including the cost of centreing, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impaaining strenght and durability as per direction of Engineer - In - Charge .cement contenteousidered in the item is @330kg/cum All works upto plinth level

All works above plinth level upto floor V level

Providing and laying in position ready mixed M- 25 grade cement concrete for RCC work using cement content as per approved design mix. manufacture in fully automatik batching and transprt to site of work in trangist mixer for all leads having countinues agitaed mixer manufacture as per mix design of specified grade for RCC work Including pumping of concrete to site of laying but excluding the cost of centreing, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impaaining strenght and durability as per direction of Engineer - In - Charge cement content considred in this item as @330kg/cum minimum.All works upto plinth level

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (TMT Bar) of grade FE 500Dor

M-150 class brick work in 1:4 cement and coarse sand of 2.25 fm .in foundation and plinth including necessary cutting and moldings as required and also including supply of all materials, labour and T&P etc. required for proper completion of work.