Macadamization of Link road to Mohalla Dala-Gah (Keri) Under Permanent Restoration (FY 2026-27) (Ist Call)

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.

Supplying, Laying, spreading and compacting stone aggregate of specified sizes 53 mm to 22.4 mm to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.

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.

2.5 cm Premix carpet surfacing with 1.80 cum and 0.90 cum of stone chippings of 13.2 mm and 11.2 mm size respectively,per 100 sqm and 52 kg and 56 kg of hot bitumen per cubic metre 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 6-9 tonne capacity etc complete (Tack coat to be paid for seperately)with paving asphalt grade VG-30 with no solvent.

Providing & Laying Seal coat of premixed fine aggregate(passing 2.36mm 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 roller all complete.

Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.Stone agg. (53 mm - 22.4 mm) for an avg dist. of 20.00 kms

Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.Stone screening 11.2 mm nominal size for an avg dist. of 20 kms