Improvement / up-gradation of Internal roads of Channi Himmat Housing Colony JMC W.No. 50, Jammu (Under UPD) (3rd Call)

Amount

Engaged labour for cutting of patches in proper shape and making groove including disposal of material from the cutting patches and disposal of mulba from the berms as per direction of Engineer-in-charge.

Providing & laying water bound macadam with specified stone aggregate screening and binding material including screening, sorting to template and consolidation with power road roller 80-100 KN capacity. Base course with 53mm – 22.40 mm size including stone screening 11.20 mm size.

Providing and laying 50mm thick (Compacted) avg. premix bituminous macadam base course with stone aggregate of quality, size and grading as specified in latest MORT&H specifications and straight run bitumen of VG-30 @ 3.5% by weight of total mix including Hot mixing of stone aggregates and bitumen in Hot Mix Plant, Transporting mixed material to the site & laying with paver finisher as per required profile, including cost of priming coat / tack coat and Bituminous Macadam in required level and grade, rolling with roller 8 to 10 tonne capacity to achieve the required compaction and density all complete including cost of bitumen and all sort of taxes including all leads, lifts, carriage complete.

Providing and laying of 25mm thick Semi Dense Bituminous Concrete with specified graded stone aggregates for wearing coat including loading of aggregates with FE loader and hot mixing of bitumen with filler and stone aggregates in hot mix plant, transporting the mixed material by tippers to pavers at site of work and laying the mixed material with mechanical pavers finisher to the required level and grade, rolling with power road roller to achieve the desired density and compaction including cost of priming coat / tack coat (bitumen used shall be VG-30 and grading of mix shall be as per the relevant clause of MORT&H) density, and all complete including cost of bitumen and all sorts of taxes, all leads, lifts, carriage complete.

Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.

Stone agg. /Screening / Crusher Dust/Sand for an avg. lead of 10 Kms.