Upgradation/Macadamization/ Development of Arafat lane n lane 1 at Stadium colony Natipora and Shah i Hamadan Colony Naik Bagh

Clearance of Berm incl. removal of vegetation , mulba etc & disposal of same beyond SMC limit complete. as per specification & directions of Engineer Incharge.

Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means).

Providing, laying, spreading of 75mm thick compacted wet mix macadam on prepared sub grade/sub-base with crushed quarry stone agg. of specified grading as per IRC/ MOST/MORTH specifications incl. mixed crushed material with predetermined quantity of water in accordance with specifications to form dense mass laying in uniform layers with paver in sub-base/base coarse on well prepared surface rolled with vibratory roller of 8/10 tonne capacity, speed of which should not exceed 5km/hour for each layer, rolling should continue till 98% density is achieved to approved grade & cross section the mixing is to be prepared in approved mechanical mixing plant of suitable capacity & carriage of mixed material by tipper upto site of work complete incl. cost & carriage of all material upto site of work.

On WBM surface @ 0.75 Kg/Sqm

On BT surface @ 0.50 Kg/Sqm

Providing & laying 50mm thick compacted premix bituminous macadam base course with stone aggregate of quality size & grading as specified in MOST/MORTH specification & straight run bitumen of VG-10 grade @ 3.50% by weight of total mix incl. hot mixing stone aggregate & bitumen in hot mix plant, transporting & laying mixed material with paver finisher to the reqd. level & grade, rolling with road roller of 8 to 10 tonne capacity to achieve the reqd. compaction & density incl. cost & carriage of all materials involved from source upto site of work complete incl. cost & carriage of bitumen.

Providing and laying 25mm thick compacted semidense bituminous concrete using crushed aggregate satisfying the gradation set out in specifications with 5% binder content (By weight of total mix) bitumen of VG-10 grade @ 2.88 kgs/sqm with the aid of hot mix plant & paver finisher incl. rolling with 8 to 10 tonne capacity road roller to achieve the reqd. compaction & density incl. rolling & finishing complete incl. cost & carriage of all materials involved from source upto site of work complete incl. cost & carriage of bitumen

Providing and laying 6mm thick compacted seal coat of premixed fine aggregate (passing 2.36mm & retained on 180 micron sieve, with 128kgs of bitumen of VG-10 grade per cum of fine agg. (0.768 kgs of bitumen/sqm) & 0.60 cum of fine agg. per 100 sqm of road surface incl. rolling and finishing complete as per MOST/MORTH specification incl. cost & carriage of all materials involved from source upto site of work complete incl. cost & carriage of bitumen.