Special Repair to Shimmla Mandi Road Km. 6/00 to 33/300 and 39/200 to 52/300

Amount

Loosing of the grond upto level of 300mm below the sub grade level., watered, graded and compacted layers to meet requirement of Table 300.2 for subgrade construction as per Technical Specification Clause 303.5.2 (Four hundred Five) including carriage of materials in all leads and lifts as per entire satisfaction and direction of Engineer-in-Charge.

Consolidation of sub-grade with power road roller including making the undulation etc. with earth or quarry soil etc. and re-rolling the sub-grade complete as per H.P.PWD specification including carriage of materials with in all leads and lift and as per the direction by the Engineer-In- charge

Providing laying spreading and compacting stone agg. Of specific size to WBM specification i/c spreading in uniform thickness,hand packing ,rolling with smooth wheel roller 80-100 KN. In stages to proper grade and camber,applying and brooming stone screening /binding material to fill up the interstics of course agg. ,watering and compacting to the required denisty grading -1 as per technical specification clasue 405 by manual means including carriage of materials with in all leads and lift and as per the direction by the Engineer-In- charge

Providing laying spreading and compacting stone agg. Of specific size to WBM specification i/c spreading in uniform thickness,hand packing ,rolling with smooth wheel roller 80-100 KN. In stages to proper grade and camber,applying and brooming stone screening /binding material to fill up the interstics of course agg. ,watering and compacting to the required denisty grading -2 as per technical specification clasue 405 by mechanical means including carriage of materials with in all leads and lift and as per the direction by the Engineer-In- charge

Providing laying spreading and compacting stone agg. Of specific size to WBM specification i/c spreading in uniform thickness,hand packing ,rolling with smooth wheel roller 80-100 KN. In stages to proper grade and camber,applying and brooming stone screening /binding material to fill up the interstics of course agg. ,watering and compacting to the required denisty grading -3 as per technical specification clasue 405 by mechanical means including carriage of materials with in all leads and lift and as per the direction by the Engineer-In- charge

Providing and applying primer coat with bituman emulsion ( SS-1) on prepared surface of granular base i/c cleaning of road surface and spraying primer @0.90-1.2 Kg,. Per sqm. using mechanincal means as per technical specification clause 502 including carriage of materials with in all leads and lift and as per the direction by the Engineer-In- charge

Providing and applying tack coat with bituman emulsion ( RS-1) using emulsion distributor @0. .25- 0..30 Kg,. Per sqm. using mechanincal means as per technical specification clause 502 including carriage of materials with in all leads and lift and as per the direction by the Engineer-In- charge

Providing and laying bituminous concrete with 30 mm thick 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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. 509 complete in all respects including carriage of materials with in all leads and lift and as per the direction by the Engineer-In- charge

Chunilal Verma