Widening and Strengthening of Bijauli road from Km 15 of Meerut Badaun road

Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.

Excavation in foundation in ordinary soil including lift up to1.50 m. and lead upto 30m and including filling watering and ramming of excavated earth into the trenches and the side of foundation trenches or into the plinth and removal ,disposal of suurplus earth.si 251(a)

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete .As per Reference to MORT&H Specification 401 SN. 4.01 Rates are including all labour, material, T&P, taxes & labour cess but excluding GST.

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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Rates are including all labour, material, T&P, taxes & labour cess but excluding GST.

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 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 VG-10 pressure distributor at the rate of @ 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.As per Reference to MORT&H Specification 503 SN.5.02 Rates are including all labour, material, T&P, taxes & labour cess but excluding GST.

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 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 complete in all respectsAs per Reference to MORT&H Specification 507 SN. 5.5 Rates are including all labour, material, T&P, taxes & labour cess but excluding GST

Earth work in filling or in embankment by carted earth excavation to be in the form of regular pits not exceeding 0.50M in depth and earth work in embankment to be 20cm. Layers including remming and dressing the surface to required level and slopes,1.5M lift . (Royality as per Govt. rate to be paid extra wherever applicable)(By carted lead up to 2km) (add mechanically compaction achieve 95% density.

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.(S.No.12.4)

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.(S.No.12.5)

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications (S.No. 9.10)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.(foundation)(M-25)

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications (S.No. 13.6)

Laying & fixing of hume pipe in position ( Labor only) including labour and T & P etc. required for completion of the work. (Miscellanous chapter s.No. 10)

Cost of 600mm dia NP-3 class hume pipe.

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications Rates are including all labour, material, T&P, taxes & labour cess but excluding GST

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