Resurfacing of road from MC Main Road to JCB School RD 0 0 to 0 300 mtr (SH Providing and Laying G1 G2 and G3 and tarring work) in ward No 32 New Shimla

Amount

Stone soling properly hand packed filling interstices with kharanja stone and consolidating with power road roller to the required gradient and comber including spreading, watering and rolling of binding materials moorum or earth etc. complete as per HPPWD specification. 100mm spread thickness (finished work including materials and labour)

Construction of granular sub-base by providing well graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with motor grader on prepared surface and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 For Grading I Material

For Grading II Material

Preparation of surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. Water bound macadam surface (new)

Preparing surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. Black top surfaces

Providing and applycing tack coat with Bitumen VG10 using distributor at the rate of 1 kg per sqm

Providing and applycing tack coat with Bitumen VG10 using distributor at the rate of 0.50 kg per sqm

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to be fill-up the interstices of coarse aggregate, watering and compacting to thr equired density Grading 1 as per Technical Specification Clause 405. By Mechanical Means

Providing and laying bituminous concrete 30 mm thick (Thirty millimetre) with TPH batch type hot mix plant producing an average output of 75 tonnes per hour suing crushed aggregates of specified grading, premixed with bituminous binder VG-10 @ 5.4 to 5.6 per cent of mix and filler having anti stripping agent such as "Eva thermo" or equivalent mixed in [email protected]% of quantity of bitumen transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rooling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.509 complete in all respects

Providing and laying bituminous macadam using crushed stone aggregate os specified grade premixed with bituminous binder transported to the site by tippers; 50-100 mm average compacted thickness.

shubham construction

vikas jaswal