LAT-1

Amount

Cleaning thick jungle and thorney bushes without uprooting including all labour T&P, proper completion of work. as per direction of Engineer in-charge.

Earth work in cutting on embankment in ordinary soil(both side) for both pataries with ramming and dressing surface including lead upto 30 m and lift upto 1.50 m;including all labour T&P etc. as per direction of Engineer in-charge.

7cm wide brick edging on both side of road with first class M-150 bricks laid on edge with mud mortar including labour and supply of brick finished to required tamplate and proper alingment and including dressing ramming the excavated earth as directed by E/I S.I. No. 765, as per direction of Engineer in-charge.

Providing and laying 7.50 cm thick G-3 i/c spreading and compacting stone aggregates of size (53.00 to 22.40mm.) water bound macadam specification including spreading in uniform thickness, handpacking, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, crushible screening to fill up the interstices of coarse aggregate, watering and compacting, to the required density grading 3 as per technical specification clause 405, as per direction of Engineer in-charge.

Providing and applying Tack coat with VG-10 Grade using emulsion pressure dristibutor at the rate of 0.30 Kg per Sqm on the prepared granular surface treated with primer and cleaned with hydraulic broom as per technical specification clause 503, as per direction of Engineer in-charge.

Providing, laying and rolling open-graded premix carpet of 20 mm thickness, composed of 13.20 mm to 5.60 mm aggregate with VG-10 grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base with paver finisher including mixing in a Hot Mix Plant, laying and rolling with a three wheel 80-100 Kn Static roller capacity, finished to required level and grades as per Technical Specification Clause 508. as per direction of Engineer in-charge.

Providing and laying of seal coat by mechanical means with VG-10 Bulk bitumen sealing the voids in a bituminous surface laid to the specified levels grade and cross fall using Type B as per Technical Specification Clause 510. as per direction of Engineer in-charge.

Providing and laying ''Road marking'' with hot applied thermoplastic compoud 2.50 mm thick including reflectorising glass beads @ 250 gms/sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35 -2015 the finished surface to be level, uniform and free from streaks and holes

M/S ROHIT ENTERPRISES