NAGAR PALIKA PARISHAD PALIA KALAN KE UNDER MAAL GODAM ROAD SE POOJA MEDICAL TAK BC DWARA LEPAN KARYA

Dismentalling of brick on the edge/old Interlocking pavement/e.c road including stacking of servicable materials and Disposal of unserviceable materials with in a lead of 50 metre as per direction of Engineer in Charge. Non Sch

Class M-150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth including material all labour and T&P etc. required for proper completion of work. As per DAR 6.1.1

12mm thick plaster with cement & C sand of 1.25F.M. mortar in 1:4 including supply of all materials, labour and T&P etc required for proper completion of work. DAR 13.4.1

Scarifying the existing bituminous surface to a depth of 20 mm and disposal of scarified material within all lifts and leads upto 1000 metres.

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 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 grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired densitv.

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.

Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a 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 MORTH specification clause No. 507 complete

Providing and laying of interlocking tiles of thickness 80mm as per drawing and technical specification clause 1504 of MORD specification.