Macadamization of road Mohalla Pyt Ghar to Khundowala Sungal (Sungal C), Akhnoor under City Town Plan 2026-27 ( Mannually

Labour engaged for Removing herbs, shrubs road side for preparation of site

Providing and Laying water bound Macadam with Broken Nallah stone aggregate of 63 mm to 45 mm size and binding material including screening of 13.20 mm size and stone dust sorting spreading to template and consolidation with power road roller 8 to 10 tonne capacity complete (Finished work including material and Labour)

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

Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg/sqm

Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On bitumen surface @ 0.50 Kg/sqm.

2 cm premix carpet surfacing with 1.8cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 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. (Manual)

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

Supply, filling, digging, carrying by Lorry, filling River Bed Material mixed with coarse sand and round nallah, shingle as per lines cross section, grade and camber, including water and consolidation and layers with 8 to 10 tonne power roller complete (finished work including material and labour)

Carriage of Sand and Stone Agg (Below 40 mm) avg 10 Km by MT

Carriage of Stone Agg (Above 40 mm) avg 10 Km by MT