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Resurfacing of roads with drainage lines at Road No. 22 in Ward No. 17 D under Wagle Ward Committee.
Resurfacing of roads with drainage lines at Road No. 22 in Ward No. 17 D under Wagle Ward Committee.
Resurfacing of Roads incl. Milling and BC, Road Furniture and Allied Works on Various Roads in Daman District. (2nd call) (28.95 Km).
Asphalt Painting: Painting the existing bituminous surface with bitumen of grade VG-30 including cleaning the existing road surface using wire brushes and air compressor for properly cleaning road surface and then applying the bitumen @ 0.75 kg/1.0 sq.mt. with mechanically operated sprayer fitted on bitumen boiler and including flushing fine clean stone dust @ 0.03 cum/10 sq.mt. over the asphalt painted surface including cleaning and disposing of extra stone dust after completion of work within 5 to 10 days and flushing extra stone dust during bitumen bleeding on surface including the cost of material, labour, transportation, royalty charges, heating of bitumen, hire charges of machineries - air compressor, sprayer and all type of labours & materials, (actual weight uses of bitumen in kgs to be measured in the presence of representatives of Engineer-in-charge, less quantity uses above limit to be deducted from payment) during application of bitumen painting existing kerbing/footpath to be covered with plastic etc., all complete as directed by Engineer-in-charge.
REPAIR/MAINTENACE/RESURFACING OF ROADS AND ROAD FURNITURE AT NOFRA AREA UNDER AGE B/R-I UNDER GE (NW) NOFRA, COLABA
Material & Labour for Bituminous premix asphaltic semi dense concrete 40 mm consolidated thickness by using paving bitumen VG-30 grade with 6 % binder content by weight of total mix , laying with mechanical paver, rolled and compacted to required camber and gradient by using 8 to 10 tonne capacity power roller complete all as specified and directed. Note- i) Semi dense bituminous concrete shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper. ii) The exact bitumen content required shall be determined following the Marshall mix design procedure contained in the Asphalt Institute Manual MS-2 ( Sixth Edition) as referred in case 3.5.3 of IRC 111: 2009, The adjustment in rate on MINUS side variation in quantity of bitumen if any shall be priced at the rate of Rs 60.00 per Kg. No claim whatsoever shall be made for adjustment in plus side.
REPAIR RESURFACING OF ROAD AND ROAD FURNITURE AT MALKAPURAM DHQ 6 CG EASTERN SEABOARD RISHIKUNDA JETTY CAMPUS UNDER GE (I) (CG) VIZAG
M & L for Road Marking Strips, Lines, Dashes, Arrows, Letters etc of 2.5 mm thick [Reflective Type] of colour White or Golden Yellow on roads, pavements and the like not exceeding 10cm wide with Hot Thermo Plast material by fully autornatic thermoplastic paint applicator machine, fitted with profile shoe, glass beads dispenser, propane tank heaters and profile shoe heater, driven by skilled operator on road surface complete as per MOSRT & H specifications including cleaning the road surface of all dirt, scales, oil grease and foreign materials etc complete all as specified and as directed. (Note - (a) MOST specification 803 shall be followed strictly for execution of work & suitable machine shall be used for the marking as approved by the GE. Shape & size/ patterns of marking shall be as approved by the GE.. (b) The rate includes complete removal or scrapping of old existing thermoplastic road marking paint (if required). )
Resurfacing of Black top road with Side Drain starting from Shri. Vinods House to Smti. Shafalis House in Brookshabad, Ward No.22.
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 : 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 10 sqm. With paving asphalt grade VG - 10 @ 68 kg/10 sqm
Resurfacing of Black Top Road and parking place starting from Chandini Chowk to Sea Shore Road at South Point in Ward No 11 Length 0.420 km
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 10 sqm. With paving asphalt grade VG - 10 @ 68 kg/10 sqm.