LAYING OF 250MM DIA NP-3 SEWER LINE FROM C.33/284-B TO C.33/283-X1 CHITTUPUR IN CHETGANJ WARD.

Dismantling of Interlocking road with all labour T&P complete.

Excavation of earth mixed soil c sand with all labour T&P complete.

Bailling out or pumping out/liquid mud during trench excavation with all labour T&P complete.

Providing and laying granular, bedding with carefully compacted graded hard crusher broken stone of 100% passing through 20mm sieve, 20- 50% passing through 10mm sieve and 100% retained on 6mm sieve with all labour T&P complete.

Supply of 250 mm dia NP-3 sewer pipe with all labour T&P complete.

Laying, jointing and testing of 250 mm dia NP-3 sewer pipe line with all labour T&P complete.

Provision for inter connection in between proposed sewer line and existing disposal point with all labour T&P complete.

PCC work 1:4:8 cement sand & 40mm thick brick ballast with all labour T&P complete.

1st class brick 1:4 cement sand with all labour T&P complete.

12mm thick plaster 1:3 cement sand with all labour material T&P complete.

CC for frame fixing 1:2:4 cement sand & 20mm thick stone ballast with all labour T&P complete.

Supply of polycrite cover with m.s. frame.

Cartage charges for cover & frame from store to site.

Lighting of during night work.

Provision for site clearance after constuction work with all labour T&P complete.

Repairing of damaged water connection during work with all labour T&P complete.

Repairing of damaged sewer connection during work with all labour T&P complete.

Repairing of unforseen items i.e. power cable, water line, telephone cable, damaged during laying of sewer line with all labour, material T&P complete.

Supply of sand and filling into trenche with all labour, material T&P complete.

Supply of G.S.B. and filling into trenche with all labour, material T&P complete.

Providing and erecting temporary barricading at site as par drawing/direction of engineer-in-charge.

Reinstatement of dismantled Interlocking road with all labour T&P complete.

Disposal of excavated earth where sufficient width of road is not available for stacking of excavated earth average lead 250m.