Hariparvat Zone, Room No. 86 Drain repair and CC road construction work from Thakur Bhojanalaya to Pramod Parihar house in Sultanganj.

E/W cutting in or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5m lift and 30 m lead. The earth in form of cutting (b) to be used as spoil banks within 50 m distance as directed by the engineer-in-charge including royalty 9.00 cum. Including Cartage of earth up to 8 km lead.

Providing, laying, spreading and compacting graded stone aggregate of approved quarry to wet mix macadam (WMM)specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per MORT&H clause 406 and as directed by Engineer In-charge including all machinery charges & including all labour, T&P etc. required for proper completion of the work as per MORT&H specification 406.

Providing and applying primer coat with bitumen emulsion (bulk) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means.

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous bider @ 3.00 to 3.50 percent by weight of total mix and filler, transporting the hot mix to work site laying with hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause 507 complete in all respects.

Providing and applying tack coat with bitumen BG-10 using pressure distributor at the of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Providing and laying semi-dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous bider @ 4.50 to 5.00 percent by weight of total mix and filler, transporting the hot mix to work site laying with hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause 508 complete in all respects.

Providing and laying hot applied thermo plastic compound 2.5 mm thick including refletrorising glass beads @250 gm/sqm. Area, thickness of 2.5 mm is exclusive of surface applied glass beads as per I.R.C. 35. The finish surface to be level, uniform and free from steaks and holes. Composition of thermo plastic material shall be as per table 800–3 of clause 803 of MORTH including cost of work as direction E/IC.

Supply and fixing of ISI cat eye for road etc. all complete.

M-150 Brick work in 1:4 with Cement and coarse sand including supply of all material, labor T & P etc. required for proper completion of work.

Raising & re-fixing of manhole including all material labor T&P etc. all complete.