Construction of Storm Water Drain and Providing Paver block at Boyar street 1st cross in ward no 10, North Zone

Earth work Excavation in all soild with initial lead and lift etc., complete for drain

Cement concrete 1:4:8 (one cement, four sand and Eight aggregate) using 40mm gauge hand broken granite stone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15 cm thick and compacted, etc., complete complying with standard specification.

Centering with steel centering for revertment, drain and culvert upto 1.20m depth using MS sheet of size 0.9 x0.6m 10 gauge thick and stiffened with MS 'L' angle wood runners of size 0.075 x 0.05 three rows with support by casurina pulleys 0.075 cm at 0.45 m length including cost of nails etc.,

Plain Cement concrete 1:3:6 (one cement, two sand and four aggregate ) using 20mm gauge hard broken granite stone jelly for All RCC items of work excluding centering, shuttering, and cost of reinforcement grill but including curing finishing etc., complete fixtures in CC works wherever necessary as directed by departmental officer etc., complete.

Plastering with cement mortar 1:5(one cement and five sand) 12mm thick in all floors complying with standard specifications.

Supplying and laying Rubberised interlocking Paver block M40 grade Providing and laying of 63mm thick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with sand cushion below the uniform shap of approved non skitting surface in the top and the rate including levelling the base preparation of pavers as sub base, sand cushion 150mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification

63 MM OD PVC Pipe 6 Ksc

20 MM UPVC Pipe

63 mm PVC Tee