Construction of Sitting Platform and Interlock Path at outer area of Roller Skating Track, Mansa

Sitting platform at the site of Roller Skating Ground at Mansa:-Construction of Embankment with Good Quality Earth obtained from Borrow pits Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading,carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications

Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.

Cement concrete 1:8:16 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type

First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth.

12.5 mm thick cement plaster 1:4

Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibrohydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-ChargeIS-15658(2006)

Rectangular garden bench with h-shaped sides made of reinforced concrete (M- 30), thickness 100 mm, back height 750 mm, base width 450 mm. Back and seat shall consist of rectangular reinforced concrete planks 1500 mm x 350 mm x 50 mm. Seating height of the bench shall be 450 mm. The bench shall be fixed with nuts on concrete mount, all holes sealed after assembly and installation

Interlock Path at outer side of Roller Rink Ground at Mansa:- Construction of Embankment with Good Quality Earth obtained from Borrow pits Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading,carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications

Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.

Cement concrete 1:8:16 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type

First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth.

12.5 mm thick cement plaster 1:4

Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibrohydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-ChargeIS-15658(2006)

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