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 & getting out including cleaning all grass vegetation, saplings, shrubs, brush woods under growth roots and trees not exc 30 cm girth complete all as specified and directed.

Removing excavated material to a distance exc. 250m but 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.

M&L for soling (or sub base) with broken boulders or quarried stone (Sand stone or quartzite), including inter stices filled, surface formed and rolled and consolidated to required gradient and camber for 150 mm thick spread thickness with power roller exc 8 tonne and not exc 12 tonne or using pneumatic power roller with vibratory systems complete all as specified and directed.

M & L for 150 mm thick two layer of 75 mm thick (compacted thickness) WBM, with coarse aggregates(Granite, trap or basalt ) of grading 2 (63 to 40mm size) blinded with stone screening type 'A' spread, rolled with 8 to 12 tonne power road roller or using pneumatic power roller with vibratory systems, hollows made to form true surface and consolidated to required gradient and camber complete all as specified and directed.

Material & Labour for preparing of 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 (VG-30) with 5.5% binder content 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 pre-cast cement concrete solid blocks for road edging exceeding 10 cm in width with and including type B-1(1:2:4) using 20 mm graded stone aggregate set in cement mortar 1:6 on side of road incl necessary excavation and embedding in ground to the required depth as directed and temping around after filling earth and removing surplus soil to a distance not exc. 50 m complete complete all as specified and directed.

M&L for rough excavation not exceeding 1.5m deep and getting out in soft/loose soil and removall of excavated soil to a distance exc 1.5 Km but not exc 5 Km, Forming embankments including raising (or lowering) in berms, earth, spreading in layers n exc. 30 cm thick, watering, ramming/rolling with road roller 8 to 10 tonne power road roller consolidating and finishing the surface to required size, shape complete all as specified and directed.

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 high polymer of size 100mm x 100mm x 25 mm with approved epoxy adhesive as per manufacturer's instruction of colour as directed complete all as specified. Make shall be as approved by GE as per IRC-35

SATISH AGGARWAL AND CO

M/S Malkiat And Sons