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Central Government/Public Sector

TRN :19259527 | 04 Nov, 2020

Tender Value : 0

Mumbai - Maharashtra

Tender for repairs and resurfacing with asphalt material to road from cfs to karal junction up to sh-54 dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000metres, stacking serviceable and unserviceable materials separately etc. complete. wet mix macadam -- providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. laying by grader/paver. construction of dry lean cement concrete sub- base over a prepared sub-grade with coarse and fine aggregate natural sand/ vsi grade finely washed crushed sand conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant/ weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by engineer-in-charge, compacting with vibratory roller, finishing, curing and including preparation of subgrade surface if required etc. complete. providing and fixing factory made hydraulically pressed mechanically vibrated and compacted precast inter locking cement concrete paving blocks 100mm thick in m-50 grade of approved size and shape for city streets and roads with high volume/ heavy traffice as specified and as per is 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand / crushed sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete. providing and applying tack coat on the prepared surface heating by fames in boiler and spraying bitumen set footed in bitumen boller on b.t. surface 2.5 kg/10 sqm. providing and constructing 75 mm. thick modified penetration macadam mpm road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 100% crusher broken metal with conical crusher plant heating and spraying the bitumen of specified grade @ 2 kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 mt. to achive the desired degree of compaction as per technical specification clause 506 etc. complete. including picking of existing wbm surface. dense bituminous macadam:--providing and laying dense bituminous macadam using crushed aggregate of grading 1, premixed with bituminous binder bitumen of specified grade, @ 4.50 % by weight of total mix and filler, transported at site with vts, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76/100 mm compacted thickness with drum mix type hot mix plant with scada having complying essential features of hot mix plant as per irc-27- 2009 specified conditions and attachments such as electronic load sensor based belt conveyers, automatic synchronization of bitumen and aggregate fedder, built in dust controller system and plc for drum mix plant, sensor paver, and vibratory roller excluding prime/tack coat etc. complete --bitumen vg-30 grade with stone dust filler bituminousconcrete:--providing and laying bituminous concrete using crushed aggregate of grading1, premixed with bituminous binder@5.40% by weight of total mix and filler, transported at site with vts, laid over apreviously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 50mm compacted thickness with drum mixplant with scada, sensor paver and vibratory roller excludingprime/tackcoat etc. complete--bitumen of specified grade with stone dustfiller.vg-30 bulk bitumen rates are considered to arrive at rates road marking with hot applied thermoplastic compound with reflectorizing glass beads on bituminous surface- providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes.complete.

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