SPECIAL REPAIR TO ROAD LEADING TO MT AREA, FOL, WASHING PLATFORM, VEHICLE GARAGE AT VARIOUS UNIT, INTERNAL ROADS OF ARMD REGT AND LT REGT, SERVICE ROAD IN FRONT OF APS AND SERVICE ROAD FROM PANTHER CHOWK TO CP-06 AT NAMS UNDER GE NAMS

Amount

Material and labour for repair to pot holes, any depth, area not exc 01 Sqm each, including sweeping free from dust and mud or water scoring sunken surfaces in roads, paths etc cutting around edges to at least 30mm in depth and making good by applying tack coat with paving bitumen @ 10Kg per 10 Sqm, putting in premixed bituminous macadam using bitumen @4% of weight of road metal binder @ 9.8Kg per 10 Sqm, blinded with 0.09 cum of stone chippings 6.3mm size and again well rammed to true surface complete, all as specified and directed. Note:- Material for premixed bituminous macadam shall be mixed in hot mixing plant.

Material and labour for preparing unsurfaced water bound macadam 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 and applying evenly a priming / tack coat with paving bituminous primer using bitumen VG-10 at 5.50 Kg per 10 Sqm on the surface complete, all as specified and directed.

Material and labour 7.5cm thick (compacted thickness) WBM with coarse aggregates of (Granite, trap or Basalt stone) of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber with 8 to 10 Tonne power road roller including scariying or picking graveled macadam or bituminous macadam surfaces area n.exc 400 sqm complete, all as specified and directed.

Material and labour for preparing unsurfaced water bound macadam surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with air compressor to remove all loose dirt etc and applying evenly a priming/tack coat with paving bitumen at the rate of 10 kgs per 10 Sqm of road surface, laying, rolling & consolidating bituminous premix asphaltic semi dense concrete 40mm (consolidated thickness) with 5.5% binder content by weight of total mix, rolling with 8 to 10 tonne power road roller to required gradient and camber to a uniform smooth surface complete, all as specified and directed.

Material and labour for preparing bituminous macadam / black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with air compressor to remove all loose dirt etc and applying evenly a priming/tack coat with paving bitumen at the rate of 05 kgs per 10 Sqm using paving bitument VG 10 and laying semi dence Asphaltic bituminious concrete (SDAC) 30mm (consolidated thickness) with 5.5% binder content VG 30 by weight of total mix with mechanical paver mixing in hot mix plant, rolled and consolidated to required camber and gradient with 8 to 10 tonne mechanical power road roller complete, all as specified and directed. Note : Mix design of bituminous SDAC will be got done from approved lab.

Material and labour for premix bituminous macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) and binder content of 4% by weight of total mix, using coarse aggregate grading 2 (upto 20mm size) rolled with 10 to 12 tonne power road roller complete, all as specified and directed.

Material and labour for premix bituminous macadam laid/rolled and compacted to required gradient and camber (consolidated thickness MORE THAN 75mm or as required) and binder content of 4% by weight of total mix, using coarse aggregate grading 2 (upto 40mm size) rolled with 10 to 12 tonne power road roller complete, all as specified and directed.

Material and labour for marking lines dashes, arrows, letters etc on road pavement and the like of any width with using thermoplastic compound white paint hot applied 2 mm thick including glass with machine confirming to BS 3262 and according to the specification laid down IRC & MORTH specification 2020 (5th revision) complete, all as specified and directed. Note:- Marking shall be carried out with thermostat machine

Material and labour for preparation of stone, concrete surfaces (road side kerb) of any description/width/girth and applying two coats of plastic emulsion paint over a coat of primer, in yellow and black colour pattern complete all as specified.

Supply and fixing 110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints and necessary fittings laid in floors/wall or trenches including taking down eaves gutters and rainwater pipes (any size or pattern), AC/PVC pipes (including all fittings) with spigot and socket ends and lead joints, heads, shoes, bends, swan-necks, etc, complete, all as specified and directed.

Material and labour for stone kerb of machine pressed coloured precast cement concrete (1:2:4) type B1 using 20mm graded stone aggregate, block of finished at top bullnosed shape and finished surface even and smooth using coloured pigment and jointed in cement mortor 1:6 struck finished complete, all as specified and directed.

Demolition of cement concrete (unreinforced) in ground floor and pavings n exc 15cm thickness (below or above ground level) complete, all as specified and directed.

Meterial & Labour for moulded machine pressed precast concrete interlocking paver block rubber moulded glossy finished with grey cement and pigment any shape and size confoorming to IS 15658-2006 of 80mm thickness, M-40 grade including 25mm thick sand cushion below paver blocks complete, all as specified and directed.

Material & Labour for PCC (1:4:8) type D2 (using 40mm graded stone aggregate) as in sub base, filling and mass concrete etc complete, all as specified and directed.

JAGSON DEVELOPERS

Kohinoorconstruction Company

Santokh Singh and Associates