DARIYAPUR TIRAHA TO PANCHRASTA SADAK LEPAN KA KARYA

Construction of granular sub-base by providing coarse graded Material, grading one spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory power roller to achieve the desired density, complete as per clause 401

Providing and laying dense graded bituminous macadam 50 mm Thick with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared Primed surface/bitumen surface cleaned with mechanical broom . S.I. 503 for B.C.

Providing and laying bituminous concrete 30 mm thick with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

Providing and laying of hot appiled thermoplastic compound 2.5 mm thick including reflectorising 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 streak and holes.(A) Area of Edge line of 15 cm. width along road both sides (B) Area of centre line of 10 cm. width along road both sides (C) Area of Transverse line of 30 cm. width along road both sides

Solar Power road marker ( Solar Studs) The solar studs shall be made of Aluminium alloy and poly carbonate material whice shall be absolutely weather resistant and strong enough to support a load of 13635 kg tested in accordance with ASTM D4280. Its colour may be white,red,yellow, green or blue or combination as directed by the Engineer. Its water resistance shall meet the requirments of IP 65 in accordance with IS:12063:1987 category 2 for protection aganist water ingress. The Dimensions of solar studs shall not be less than 100mm X 100mm X 10mm . It shall have super bright LEDs so as to provide long visibility from a Distance of more than 800m. Its Flashing rate shall not be less than 1 Hz. Its should be able to give the prescribed performance in the temperrature range of -400C to +550C. Its life shall be not less than 3 years. The rate shall include all materials,labour, equipments, fabrication, transportation, erection, installation and incidentals all Complete as per direction of the Enf]gineer-in-Charge. As per morth-804(8.1).

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