OLD GT MARG PAR GANGA BANK KE KINARE MELA KSHETRA ME ISTHIT STORE KE CHHATIGRASTH JARJAR BOUNDRY KE ISTHAN PAR NAYI BOUNDRY KA NIRMAD EWAM ANYA VIVIDH KARYA

Boundary Wall 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m complete in all respect as per direction of Engineer-in-Charge. (All kinds of soil)

Plain cement concrete 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) complete in all respect as per direction of Engineer-in-Charge.

Providing and laying in position specified grade M20 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) of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level complete in all respect as per direction of Engineer-in-Charge.

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) complete in all respect as per direction of Engineer-in-Charge.

Boring ,providing and installing cast in situ single under reamed piles of 450mm diameter and length below pile cap in M-25 cement concrete,to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with betonite solution and the length of the pile to be embedded in pile cap etc. all complete.(length of pile for payment shall be measured upto bottom of the pile) complete in all respect as per direction of Engineer-in-Charge.

Reinforced cement concrete 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) work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement complete in all respect as per direction of Engineer-in-Charge.

Brick work Cement mortar 1:4 (1 cement : 4 coarse sand) with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in complete in all respect as per direction of Engineer-in-Charge.

Steel reinforcement Thermo-Mechanically Treated bars of grade Fe-500D or more for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level complete in all respect as per direction of Engineer-in-Charge.

12 mm cement plaster 1:4 (1 cement: 4 coarse sand) of mix complete in all respect as per direction of Engineer-in-Charge.

Forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of appropriate size and thickness (not less than 2 mm), nailed to the under layer with rust proof screws and nails and finishing the groove complete as per specifications and direction of the Engineer-in-Charge.