Permanent Restoration of road from PMGSY road Baba Nar Singh Mandir via Dera Bawli Tehsil Mendhar District Poonch.

WBM GRADE -III BM AND OGPC.. Providing and Laying of River Bed Material including Rolling with Road Roller of 8-10 tonne capacity and Carriage of Material from Source to Site of Work (Complete job) .

Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.40 mm.

Supplying and stacking at site 11.2 mm nominal size (Type B) .

Supplying and stacking at site Moorum

Laying, spreading and compacting stone aggregate of specified sizes 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 and applying tack coat using hot straight run bitumen of grade – VG-10, 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 @ 0.75 Kg/sqm.

Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity .

Providing & laying 25 mm thick open graded premix carpet surfacing with hot mix plant & paver & finisher with 2.25 cum & 1.12 cum of stone chipping of 13.2 mm size & 11.2 mm size respectively & 52 kg, 56 kg of hot bitumen per cum of stone chipping respectively & consolidation with road roller of 6-9 tonne capacity including preparation of existing road surface

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-10 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.

Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete.600 mm dia. R.C.C. pipe (laying by manual/mechanical means).