SPECIAL REPAIR OF ROADS AND PATH/ HARD STANDING IN KV NO 01 NEAR AF STN SURATGARH

Amount

Surface Excavation n.exc 30 cm deep and averaging 10 cm deep and getting out in Soft/loose soil complete all as specified and as directed.

Removing excavated material exc 250m but n.exc 500m and depositing where directed as in soils complete all as specified and as directed.

Rolling to formation level in cutting rolled and compacted to required camber and gradient by using mechanical power road roller 8 to 10 ton capacity complete all as specified and as directed.

Material and labour providing precast cement concrete 1:2:4, type B1 using 20mm graded crushed stone aggregate as in kerb stone (Road side edging) complete all as specified and as directed

Material and labour for 200 mm spread thickness solling (or sub base ) with broken boulders or quarried stone interstices filled surface formed and rolled and consolidated to required camber and gradient complete all as specified and directed.

Material and labour for 150 mm thick (Compacted thickness) WBM, 7.5cm each layer with course aggregate of granite trap or basalt of grading 2 (63 to 40 mm size) or of grading 3 (50 to 20 mm size) spread rolled and consolidated with 8-10 tonne power roller to gradient materials and camber required complete all as specified all as specified and directed.

Preparing unsurfaces WBM surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. complete all as specified all as specified and directed.

Material and Labour for applying evenly a priming tack coat bituminous primer of VG-10 @ 10 Kg per 10 Sqm complete all as specified and directed.

Material and labour for premix bituminous macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75 mm or less) using paving bitumen complete all as specified and as directed. (binder shall be of 4% weight of total mix).

Preparing black top BM and existing old surfaces of road by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc.

Material and Labour for applying evenly a priming tack coat bituminous primer of VG-10 @ 5 Kg per 10 Sqm complete all as specified and directed.

Material and Labour for providing and laying bituminous premix semi -dense asphaltic concrete, 40 mm consolidated thickness with 5.5% binder content by weight of total mix (using paving bitumen VG-30 grade confirming to IS-73-2013, laid & spraed uniformly by means of Mechanical Paver, rolled and compacted to required camber and gradient with 8 to 12 tonne power roller, complete all as specified and directed. Note:- (i) Mixing of bituminous concrete shall be in Hot Mix Plant. (ii) Semi dense asphaltic bituminous concrete shall be designed considering the bituminous contents as specified and as directed.

Providing and marking broken centre line/side lines /zebra lines, dashes, arrows, etc on road pavement and the like of any descriptions 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 as directed.

Demolition of cement concrete (un- reinforced) in ground floors and paving not exceeding 15cm thickness (below or above ground level) complete all as specified and directed.

Material and labour 100 mm thick cement concrete 1:4:8, type D2 using40 mm graded stone aggregate as in sub base of flooring complete all as specified and directed.

Material and labour for Sand cushioning under floors or in foundations including consolidated, watering, ramming etc. complete all as specified and directed.

Material and labour for 60 mm thick colour precast cement concrete (M-35) factory made, machine pressed interlocking paver blocks, with cement and pigment any shape and size as approved by GE, laid over sand cushion complete all as specified and directed by Engr-in-Charge.

Material and labour for providing cement concrete 1:2:4, type B-1 using 20mm graded stone aggregate as in sides of rounded or chamfered on edges complete all as specified and directed.

Ram Parkash Constructions Pvt. Ltd.

Bhawani Enterprises