Widening of Main Carriageway of 60 M wide road and Resurfacing of main carriageway and Service road from ATS Rotary to 130 m Rotary between Sector Eta-1 and Zeta 1, Greater Noida.

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). (DSR-18/15.2.1/AR)

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar. (DSR-18/15.7.4/AR)

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix). (DSR-18/15.2.2/AR)

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slops and also including 1.50 m. lift and 30M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30M. distance as directed by the Engineer incharge. excluding Royallity. Wherever applicable for small work or abadi area. (Where machine can not reach/move) (SOR-20/4.03/253(a))

Cartage of earth or fly ash when added to schedule item no. 253. 2nd km and beyond Lead upto 5.00 km (SOR-20/4.08/261(C))

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth dressing to camber and consolidating with road roller including making good the undulations etc.and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. (DSR-18/16.1/AR)

Granular Sub-Base with Coarse Graded Material (Table:- 400- 1) Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. (MoRTH-20/401)

Wet Mix Macadam (Plant Mix Method) 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. (MoRTH-20/4.14/406/B)

Prime Coat over WMM/WBM Providing and applying primer coat with bitumen grade VG-10 on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means. (MoRTH-20/502/AR)

Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen grade SS-1 using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (MoRTH-20/503/AR)