Tender For Macadmisation Of Rambhama Samnoo Road, Kulgam-Jammu And Kashmir

Macadmisation Of Rambhama Samnoo Road- Clearing and grubbing road sides B.W.O. Engagement of Hydraulic excavator/JCB including & removal/disposal of stones laid along Road surface & uprooting rank vegetation, grass, bushes, shrubs, saplings and trees, removal of stumps of trees cut earlier and disposal of garbage along road sides & unserviceable materials and Scarifying of BM surface as per technical specification OR as directed by the Engineer. 2 Providing and laying of 450mm dia (NP2) RCC pipes in proper position/grade including providing of required quantity of RBM over and under pipes as cushion including cost and carriages of pipes. RBM, loading & Unloading Complete. 3 Providing and laying of RBM over Road Surface (in uniform layers 20 cm depth including sorting.spreading dressing, levelling, watering & consolidation each deposited layer) & over and Including spreading in uniform layers of specified thickness on prepared surface including All Carriages and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge 4 Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge 5 Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. With medium setting bitumen emulsion On W.BM/W.M.M. @ 0.4 Kg/sqm. 6 Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum /Batch Type Hot Mix Plant 7 Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.25 mm compacted thickness with bitumen of grade VG- 10 @ 5% (percentage by weight of total mix) and lime filler @ 2%(percentage by weight of Aggregate) prepared in Drum /Batch Type Hot Mix Plant of 60-90 TPH capacity. 8 Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete

INR 200 /-

INR 4.85 Lakhs /-

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