General repair and renewal work of Ganja Marg to Kalanjari Marg

Water Bound Macadam Grading - 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up to interstices of coarse aggregate, watering and compacting to the required density Grading III as per Techincal Specification Clause 405 3B Including supply of all Material, Labour, T&P etc also including VAT, labour cess, royalty and all other applicable Taxes required for proper completion of work as per direction of Engineer-in-charge. (Excluding GST)

Providing and applying tack coat with bitumen VG-10 grade using pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. Including supply of all Material, Labour, T&P etc also including VAT, labour cess, royalty and all other applicable Taxes required for proper completion of work as per direction of Engineer-in-charge. Technical Specificaton Clasue (SI.NO. 503 II).

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 Bitumen required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheele 80-100 kn static roller capacity, finished to required level and grades to be followed by Type-C seal coat. Including supply of all Material, Labour, T&P etc also including VAT, labour cess, royalty and all other applicable Taxes required for proper completion of work as per direction of Engineer-in-charge. as per Technical Specification Clause. 508.

Providing and laying Type-C seal coat with VG-10 bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C. Including supply of all Material, Labour, T&P etc also including VAT, labour cess, royalty and all other applicable Taxes required for proper completion of work as per direction of Engineer-in-charge. as per technical specification clause 510.

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 slopes and also including 1.50 M. lift and 3.0 KM. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. (Royality removed by Govt.) for small works/ Abadi area. (where machine can not move) SI No. 253 (a)

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