Construction and Development Work of Internal Road, Sewer, Water Line and Drain in 21 Commercial Plots in Sector-2C, Sikandra Yojna, Agra.

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or 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. ( For Drain)

Providing and laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 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 excluding cost of centering &shuttering in foundation & floors. ( For Drain)

M-150 Brick on edge floor laid dry joints sand filled including preparation of base to proper slope and its ramming and also including i/c supply of all material labour T & P etc. required for proper completion of the work. ( For Drain)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in foundation and plinth in:1:6 (1 cement : 6 Coarse sand) ( For Drain)

Flush /Struck Pointing on Brick work or brick flooring with cement mortar consisting of 1:3 cement and Coarse sand . ( For Drain)

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(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

Thermo- Mechanically treated bars of grade Fe-500 steel reinforced for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.

Excavation for pipe line in all type of soil (loam, elay or sand) with lift upto 1.50 m and lead upto 50 m and including filling back, watering and ramming of excavated earth into the trenches and removal, disposal of surplus earth within 50 m. (Internal Water Supply)

Supply, carting and laying of following dia pipe 6.00 Kg/Cm2 PVC pipe up tp 8 KM for within the muncipal limit and including all quality specials coupplings fitiings to site of work lowering the same into treanchs and laying true to alignment & gradient, including testing of pipe line ( Excluding the cost of trenching but including cutting pipe for making up the length and making joints. (CH-23 SI No 32) (i) 110 mm dia PVC Pipe

Supply of I.S.I. mark C.I. and PVC specials for different type of pipes and Fixtures such as tee" bend, Sockets, Tail piece, Tapers, Flanges etc.