Providing and laying GSB, and 25mm OGPC in link road from ZEO office to HSS chuchot shamma new site phase-1 under (SDP)

Amount

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. 16.63.1 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity

Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, not for watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil:

Carriage of material by way of source to site loading, unloading and stacking all complete job. A) Earth an avg. lead 07 km

M/S LOBZANG TANDAR GOVT CONTRACTOR