Asphalt & Road Surfacing Tender Results

Preparing 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. Black top surfaces

Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy : a) For 75 mm compacted thickness in two layers using stone aggregate of size 63-41 mm graded @ 0.90 cum per 10 sqm key aggregate of size 20.0 mm graded @ 0.18 cum per 10sqm. With paving asphalt grade VG - 10 @ 68 kg/10 sqm.

M & L Preparing of existing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces by air compressor to remove all loose dirt,preparing premix bituminous macadam surfaces etc and applying evenly a tack coat with bituminous primer @ 5 kg/10 sqm using paving bitumen VG- 10 (using mechanical sprayers only) and laying bituminous premix Semi Dense Asphaltic Concrete (Gde-II), 30 mm consolidated thickness with minimum 5.5% binder content (bitumen grade VG-30) by weight of total mix in hot mix plant, laid with mechanical paver and rolled to a uniform smooth surface with 12 tonnes articulated tandem roller (Double drum vibratory roller) and compacted to required camber and gradient complete all as specified and directed. Note: (i) The mix shall be mixed in hot mix plant and laid with mechanical paver only. (ii) The mix shall be prepared by designing through job mix formula all as specified from Govt. engg college / Govt approved lab. (iii) No price adjustment for Bitumen shall be done for variation on plus side. (iv) Semi Dense Asphaltic Concrete will be comprising of 2% filler material (OPC 43 grade cement). (v) Cost of testing charges, material & transportation for job mix formula shall be deemed included in the rate quoted.

A) Resurfacing to MDR Road Tuminakatte (on SH26) connecting Tavaragi via Rattihalli from Km 0.00 to 2.44 B) Resurfacing to MDR Road Chalageri Railway Station Cross (on NH48) connecting Karur from Km 0.00 to 1.05 in Ranebennur Taluka of Haveri Dist For the year 2025-26