Provn of internal road under GE West Jalandhar Cantt.

Amount

Surface excavtion not exceeding 30 cm deep and averaging 15 cm deep in hard/dense soil and getting out including clearing all grass vegetatio, saplings, shrubs, brush woods, under grouth roots and trees not exc 30 cm girth complete all as specified and directed.

Removing excavated material to a distance exc. 250m and not exc 500 m and depositing where directed at a level n. exc. 1.5m above the starting point complete all as specified and directed.

Rolling and consolidating road formation surfaces in cutting with 8 to 12 tonne capacity power road roller, watering as necessary including filling in hollows and depressions and consolidating to the required level, gradient and camber complete all as specified and directed.

Soling (or sub base), 150mm thick with broken boulders or quarried stone (sand stone or quartzite) including filling of interstices, surface formed and rolled and consolidated to required gradient and camber with power road roller of 8 to 12 tonne capacity complete all as specified and directed.

Material & Labour for water bound macadam 150mm thick (compacted thickness) in two layers of 75 mm thick each with crushed stone aggregates of grading 2 (63 to 40 mm size) granite laid, spread and rolled with 8 to 12 tonne power road roller and consolidating to required camber and gradient complete all as specified and directed.

Material & Labour for preparing unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt and applying evenly a priming/tack coat with paving bitumen VG-10 at the rate of 10 Kg per 10 Sqm of road surface, laying, rolling, consolidating 40 mm thick (consolidated thickness) bituminous premixed asphaltic semi dense concrete with 5.5% binder content (VG-30) by weight of total mix laid with mechanical paver roller and compacted to required camber and gradient and rolled with pressure roller and 8 to 10 tonne power road roller to achieve a uniform smooth surface with Pneumatic vibratory roller complete all as specified and directed. Note: Mix shall be prepared in Hot mix plant as per job mix formula obtained from authorised testing lab and laying will be done by mechanical paver.

Material & labour for precast factory made cement concrete type B-1 1:2:4 (20mm graded stone aggregate) solid blocks for road edging exc 10 cm in width and setting in CM 1:6 continuous on both sides of road inlcuding necessary excavation embedding blocks in the ground to required depth, tamping around and removing surplus spoil and deposited to a distance not exc 50 m complete all as specified and directed by Engr-in-Charge. The solid blocks shall be procured directly from one of the Manufacturers specified. Note:-The sample shall be got approved from the GE before bulk procurement and lots shall be got tested independently by the GE.

Material & labour for mooram/red bajri spread, rolled and consolidated 100 mm thick to required gradient and camber complete all as specified and directed by Engr-in-Charge

Material & Labour for providing and marking broken centre line /side lines / Zebra lines, dashes, arrows etc. on road pavement and the like of any description and width with thermoplastic paint hot applied with machine conforming to BS-3265 and according to the specification laid down by IRC and MOST (Ministry of Surface Transport) specification 2001 (4th revision) complete all as specified and directed.

Supply & fix road stud two way reflective, without shank of size 100mm x 110mm x 20 mm made up of plastic body and available in colour red, amber, white etc complete all as specified and directed. Make : Dark eye model No. DA-52 or equivalent as mentioned in Appx 'B'

J.K & Company

DUGGAL CONSTRUCTION CO

M/s Sahib and Company