Ward Durgakund ke Bramhanand Colony me Sri B.D. Sharma ke ghar se Shiv Giri Trader Makan No. B34/130A2/23 tak Sadak Nali ka Nirmad karya

Providing, laying, spreading and compacting stone aggregateds of specific sizes 63-45 mm.size to wate bound macadam specifiation including spreading in uniform thickness hand packing rolling with smooth three wheel roller 80-100 tonnes in stages to proper grade and camber applying and grooming requisite type of screening/binding material type B. 11.2 mm to fillup the inter stices of coarse aggregate, watering and compacting to the required density grading 2 as per technical specification clause 405.

Providing , laying spreading and compacting stone Agrigates of specific sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling ,with three wheel 80-100 kn static Rollar in stage of proper grade and camber , applying and brooming stone screening /binding material to fill up the interstices of coarse aggrigates ,watring and compacting to the required density Grading -3 as per Technical Sprcification clause 405

Providing and applying primer coat with bitumen emulsion (SS1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg per sqm using mechanical means as per Technical Specification Clause 502

Providing and applying tack coat withEmulsion (RS1) using distributor at the rate of 0.275 kg per sqm on the prepared granular urface treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.(iii)

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm - to 11.2 mm size of aggregates Mix Ratio 2:1 either using penetration grade bitumen or Emulsion tothe required line, grade and level to serve as wearing course on the reviously prepared base,I/C mixing in a suitable plant laying and rolling with three smooth wheeled rollar 80-100 Tonne capacity and finishing to required level as per Tech. specification clause. 508 (by Mechanical Mean )

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 ( By Machenical Mean )

Earthwork in cutting /Filling in Imbankment in ordinary soil excavation to be the form of regular pits not exceeding 1/2 meter (20") in depth and earth work in enbankment to be in 20cm (8") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5") lift and 30m (100') lead. the earth form by cartege up to 6km distance as directed by the E/I. S.I. No 253 Analysis

Disposal of wastage

Construction of granular sub-base by providing well graded material, spreeding in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheeled roller to achieve the desired density, complete as per technical specification clause 401.

Concrete with 4cm. Gauge approved stone ballast , approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials labour and tools and plants etc . Required for proper completion for the work . SI no. 281