In ward 17 near Seventeen Shop Temple to Ramprakash house Interlocking work, Drain and Other CC road construction work

Earth work in embankment mechanically compacted to 95% proctor density in ordinary soil excavation to be done in form of regular pits not exceeding ½ M in depth and earth work to be done in 20 cm. layers including ramming and dressing pulvarization the surface to required leves and slopes and also including 1.5M lift and 30 M lead. The earth from cutting to be used in making embankemnt or to be deposited as spoil banks within 30 M distance as directed by the Engineer incharge including supply of roller and water required for proper completion of work as per MOST specification No. 301.2.1 Including roytalty with 5 Km Carted.

Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 400-2.

Cement concrete with 2 cm gauge approved stone ballast approved coarse sand cement in the proportion of 4:2:1 including supply of all material T&P etc. required for proper completion of work. As per PWD SOR Item 279 (A)

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in Charge.

Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost).

Providing and laying of interlocking concrete block pavement having thickness 80mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B)

Earthwork in excavation in foundation in ordinary soil including lift up to 1:5 meer( 5ft) and lead upto 30 m ( 100 ft) and including filling, watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation treenches or into the plllnth and removal and disposal of surplus earth as direction by the Engineer- in- charge upto a distance of 30m(100ft) from the foundation trenches. SI No 252

Concrete with 4 cm. gauge stone ballast fine sand of 1.25fm and cement in proportion of 1:4:8 in foundation and under floors with ass labour for completion of work SI No. 281

R.C.C. work with cement approved coarse sand and 2 cm gauge approved stone ballast in the proportion of 1:1.5:3 in Slab excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B,W.G.G.I. binding wire and including necessary crentering & shuttering etc. and also including supply of all material labour and T&P etc. required for proper completion of the work. binding wire cost being included in the item. SI. No. 284(NS)

Mild steel or iron in plain work such as R.C.C. / R.B.(when not included in over all rates) wrought to requied sape as necessary including bending for proper completion of the work and including supply of steel , its wastage and hooks and authorised overlapping shall be masaured. SI. No. 504