Macadamization of Link Road Karwanda to Kalri (Under City and Town Programme for 2026-27)

Labour Engaged for removal of rubbish, cutting of bushes, saplings, unwanted materials etc from the worksite during execution of work

Providing, Laying Watering and Compacting in layers not exceeding 200mm thick with 80-100 KN Road Roller , River Bed Material free of organic material mixed with mixed with coarse aggregate/ Round nallah shingle maximum aggregate size 75 mm including carrage from source of supply to site of work inclusive of all leads and lifts complete

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil.

Providing and laying water bound macadam with specified stone aggregates , stone screening and binding material including sorting, spreading to template and consolidation with power road roller 8 to 10 tonne capacity with Base course 63 mm to 45 mm size including stone screening 13.20 mm size hand broken ( finished work including labour and material)

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge

On W.B.M. @ 0.75 Kg/sqm.

On B.M. @ 0.50 Kg/sqm.

2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG-30 with no solvent

Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-30 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete