Permanent Restoration of main road Gurah Manda Via Canal From RD 0-Rd 600, under road sector Capex Budget 2025-26

Supplying and digging carrying by lorry,river bed material mixed with coarse sand and round nallah shingle 75mm as per lines,cross sections,grade and camber including watering and consolidation in layers with 8-10 ton power roller compacted.Finished work including material and labour

Providing and laying water bound macadam wuth specified stone aggregate,stone screening and binding material,including sorting spreading to template and consolidation with power road roller 8 to 10 tonne capacity

Base course with 63mm to 45mm size including stone screening 13.2mm size(150mm thick)(finished work including material and labour)

Base course with 53mm to 22.4mm size including stone screening 11.2mm size(75mm thick)(finished work including material and labour)

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 WBm Surface

on BT Surface

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

Labour Engaged for dressing of berms and removal of mulba from sides and disposal

Carriage of material by MT. at an avg. lead of 8 km

stone agg. 40mm or above

stone agg below 40mm

Please Enable Macros to View BoQ information