Vidhayak Niwas-1 sthit C- Block ki tooti hui chahar deewari ko puneh banane ka karya,va shatigrast main gate ko banane ka karya avem anya avashyak karya.

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (including equivalent design mix).(D.S.R-15.2.1)

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In Cement mortar. D.A.R No-15.7.4

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. D.A.R No-15.56

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5m as directed by engineer in charge 2.1.1 all kinds of soil. ( Dsr-2.1)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work up to plinth level, 1:6:12 (1 cement 6 coarse sand (zone-III) 12 graded Brick aggregate 40 mm nominal size). PWD (SCH) 273.

Brick work with common burnt clay F.P.S (non madular) brick of class designation 7.5 in foundation and plinth in ::cement mortar (1 cement :4 coarse sand ) dsr 6.1.1)

Brick work with common burnt clayF.P.S (non madular) brick of class designation 7.5 in superstructure above plinth level up to floor V level in all shape and sizes in ::cement mortar (1 cement :4 coarse sand ) dsr 6.4.1)

Reinforcement cement concrete work in beams ,suspended floors ,roofs having slope up to 15 landing s, 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). D.S.R No-5.3

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level for Thermo-Mechanically Treated bars of grade Fe-500D or more (DAR Vol-1, 5.22A.6) . Page No- 294

15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 ( 1 cement 4 coarse sand). D.S.R No-13.5.1