Construction of RCC drain from Gaurav Gupta to Shiv Mandir in Ward 47.

Dismantling of old damage brick work and stone work i/c stacking of dismantlled materials as directed by E/I.within a distance of 60.00M. (S.I.No.692)

Excavation in foundation in soil mix kankar Loam, Clay or sand including, lift upto 1.50 M and lead Upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30.0m from the foundation trencches.( S.I. No.251+258a = 180+20% = 216) mud and fual condition (Excluding Royalty)

Extra for 20% rate for faul and mud condition

Disposal of debris upto 5km qty Same as (cubical content item no. 1+2) cubical content of item no. 1 & item no. 2

S/L of empty cement bags filled with local earth sand and carriage upto site of work including stiching loading and unloading stackimg and also including supply of all material, labour T&P required for proper complition of the work etc. as per direction of E/I as per NEW ITEM No. 1

Providing 7.5 kv.deisel pumping set for dewatering including supply of deisel driver & required material etc.complete (Non shedule item A)

Excavation in foundation in soil mix kankar Loam, Clay or sand including, lift upto 1.50 M and lead Upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30.0m from the foundation trencches.( S.I. No.251

Sand filling in plinth including supply of necessary quantity of sand from distance not exceeding 8 km. from the site of work & including watering dressing etc. Rate includes cost of all materials, labour and T&P etc. required for proper completion of the work. (including royalty)

Providing and laying cement concrete in 1:4:8 (1 cement : 4 coarse sand : 8 stone ballast 40 mm gauge) and curing complete, including cost of form work in foundation and floors-completion of the work as per direction of E/ I. (S.I No. 281)

RCC 1:1.50:3 with cement c'sand stone grit of 20 mm gauge in Columns excluding supply of reinforcement with its bending but including its binding & fixing with supply of all meterial labour T&P etc. required for proper completion of the work.