Interlocking tiles and drain construction work in Gym Wali Gali and Kapil Wali Branch Gali in Ward-07 Mohalla Saniyan.

Earth work in Filling ..........20 cm. layers including remming and dressing the surface to required levels and slopes and also including 10.00 Km cartage as directed by the Engineer incharge.(Royality removed by Govt.) for small works/Abadi area.(where machine can not move) S.I. 253a+261b+231a

Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenchs 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 M. from the foundation trenche.(Where machine can not move). S.I.No. 251.

Supply and Fixing of 110.00 mm internal dia P.V.C. pipes Everest or Chaarminar make complete As per S.I.No.-30A v 200+200x10%+20 = 240.00

Making connection of water with brancher including D,T, Joint etc with all completion.

Cement Concrete with 4 cm gauge approved stone Ballast,coarse sand & cement in the proportion of (8:4:1) including supply of all materials,labour,Tools & plants etc.required for proper completion of the work. Asper S.I. No. 279

M-150 Brick Work in (1:4) with cement and coarse sand mortar in including supply of all materials labour,Tools & plants etc. required for proper completion of the work as per S.I.No.305 (a)

12 mm thick plaster with cement and coarse sand in (1:4) over brick work minimum thickness not to be less than 1cm. including supply of all materials, labour, tools & plants etc. required for proper completion of the work. S.I. No. 584(a)

Cement Concrete with 4 cm gauge approved stone grit, coarse sand & cement in the proportion of (4:2:1) including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. S.I. No. 279(a)

Providing, laying, spreading and compacting stone aggregates of specific sizes 22.4 to 53 mm water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber,applying and brooming , stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading-3 as per Technical specification Clause-405.

Supply and Fixing 80 mm thick ISI marked I shape mechanically compressed inter locking cement concrete paver Block manufactured by high pressured control vibration machine having plan dimention 200x(160+120) with minimum 5 mm thick toping of O.P. Cement mixed with 25 % marble powder. The compressive strength of concrete Paver Block shall not be less than 40 MPa and weight 4.50 kg per No. confirming to IS:15658 2006 including cost of material, labour, T & P