Roads And Buildings Department Tender

Providing and applying tack coat with bitumen VG-10 (Bulk) using Bitumen pressure distributor at the rate of 0.25 Kgs per sqm on the prepared Granular surface treated with primer cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge.

Providing B.T.Patches on the existing B.T.surface using aggregate of 40 to 45 mm IRC size M/C metal with required quantity of 9.5 - 11.20mm HBG M/C key chips and 42Kgs of bitumen 80/100 grade per cum of course aggregate both for premixing and for tack coat including cutting grooves and neatly dressing the edges for boxing the patch materials irrespective of thickness without any protrode or projection including cost of brushing and cleaning the surface with brass brooms of all the dust and earth and heating the bitumen to the required temperature hand drum mixing and laying the premix to the prepared surface to a suitable thickness as directed during execution after laying tack coat to proper camber sectioning levelling hand packing and rolling with 8-10t capacity power road roller, including cost and conveyance of metal from aproved quarry to work spot and stacking to departmental gauge for premeasurements cost and conveyance of 42 kgs of bitumen 80/100 grade (Total quantity including wastage) to work spot including hire and operational charges of all T&P and labour charges etc.,complete

Providing and laying of 30 mm thick Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - Il as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Forming shoulders with borrowed useful selected earth having MDD of not less than 1.75 gms/cc from outside road boundary by mechanical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with vibratory road roller @ OMC to meet requirement of table 300-2 of MoRT&H including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision)