Restoration of road surface damaged due to laying of OFC Reliance Jio at Sharika Vihar Colony, Sector I to III by way of providing and laying WBM Grade-II, Gr-III and 20mm thick premix

Amount

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil

Engaged labour for dressing of berms and disposal of mulba from kacha surface

Providing and laying WBM Grade-II with specified stone aggregates 63mm to 45mm of size incl. stone screenings 13.20 nominal size and binding material complete incl. sorting, spreading to template and consolidations with power road roller 8 to 10 tone capacity etc.

Providing and laying WBM Gr-III with specified crushed stone aggregates 53mm to 22.4mm size incl. stone screenings 11.20 nominal size and binding material complete incl. sorting, spreading to template and consolidations with power road roller 8 to 10 tone capacity etc complete

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 W.B.M. @ 0.75 Kg/sqm

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 52kg 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-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt.

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.

Disposal of mulba for average lead of 15.0 Km distance as per direction of Enginer In-charge

Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.

Stone aggregate above 40mm nominal size average lead 15.0 Km

Stone aggregate below 40mm nominal size average lead 15.0 Km

Sand / screening for average lead 15.0 Km

Rakesh Kumar

VIKRAM SINGH