Constrcution of Nirsa Haat Bazar at Nirsa Block under Dhanbad District

Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.

Providing Coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts . all complete as per building specification and direction of E/I (Mode of measurement compacted volume)

Provinding and laying 60 mm thick factory made cement concrete interlocking paver block of m-30 grade by blocking compaction and pattern over and including 50 mm thick compaction of approved size and design and shape laid in required colour and pattern and bed of coarse sand filling the joints with fine sand do-do-E/I

Providing Plain cement concrete in open foundation complete as per drawing and technical specifications p.c.c m-15(1:2:4)do-do-E/I

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Eathwork in stripping in all kinds of soil including moorum soil ,soil mixed with kankar ,pebbles and boulders upto 300mm size and disposal of the same along with all organic materials (beyond 50Maway from the toe of the dam base in the country side )within initial lead of 150M .and all lifts as per specification and direction of E/I

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.

PCC 1:3:6 in Foundation Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed , placed in foundation and compacted by vibration including curing for 14 days

PCC/RCC in Substructure Plain/reinforced cement concrete in Substructure complete as per drawing and technical specifications

Supplying ,fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specification