Improvement/ Upgradation of Internal roads within the campus of Unani Medical College and Hospital at Nawabagh, Ganderbal

Amount

Providing and laying wet mix macadam on prepared sub-grade/sub-base with crushed quarry stone aggregate of specified grading as per IRC/MOST specifications including mixing crushed material with predetermined quantity of water in accordance with specifications to form dense mass which is spread and rolled with vibratory roller 80/100 KN capacity ,speed of which should not exceed 5KM/Hour for each layer,rolling should continue till 98% density is achieved to approved grade and X-Section. The mixing is to prepared in approved Mech. Mixing plant of suitable capacity including laying of cold Emulsion with pressure sprayer at the rate 0.75 Kgs/sqm complete. Including all leads,lifts,octroi charges,taxes etc.

Providing and applying tack coat using hot straight run bitumen of grade V.G-10 including heating and spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler,cleaning and preparing the existing road surface to remove all dirt, dust, mud etc. and finally brooming the surface as per required specifications incl. cost & carriage of bitumen.On WBM Surface @ 0.75 Kgs/sqm.

Providing and laying 50mm thick premix bituminous macadam base course with stone aggregate of quality size and grading as specified in MOST/MORTH specifications and straight run bitumen of grade V.G-10 @ 3.30% by weight of total mix including hot mixing of stone aggregate and bitumen in hot mix plant, transporting and laying mixed material with Paver finisher to the required level and grade, rolling with road roller of 8 to 10 Tonne capacity to achieve the required compaction and density including cost and carriage of all materials involved from source upto site of work complete.

Providing and laying 25mm thick compacted semidense bituminous concrete using crushed aggregate satisfying the gradation set out in MOST/MORTH specifications with 5% binder content (By weight of total mix ) bitumen of grade V.G-10 @2.88Kg/sqm with the aid of hot mix plant and Paver finisher including rolling with 8 to 10 Tonne capacity road roller to achieve the required compaction and density including rolling and finishing complete. (Including cost and carriage of all materials involved from source upto site of work complete)

Providing and laying 6mm thick compacted seal coat of premixed fine aggregate (Passing 2.36mm and retained on 180 micron sieve, with bitumen 128 Kgs of grade V.G-10 per cum of fine aggregate (0.768 Kgs of bitumen/sqm ) and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road roller complete as per MOST/MORTH specifications (Including cost and carriage of all materials involved).

M/S FUJI CONSTRUCTIONS

kashmir road construction company

KHAN CONSTRUCTION