Piyari police chauki se chetganj chaurahe tak sadak patari avm nali nirman karya

Dismantaling of existing cement concret floor/ramp same as per mord specification4/2.5i (b) Manual means.

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 up to 8 km of distance

Providing, laying, spreading and compacting stone aggregateds of specific sizes 22.4-53 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 3 as per technical specification clause 405.

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

Providing and applying tack coat with Emulsion RS1 using distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

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 )

M-150 brick work in 1:4 Cement and sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of work. S.I. No-305

12mm thick plaster with cement mortar consisting of 1:4cement and sand of 1.25FM supply of all material ,labour and T&Petc .required for proper complition of the work Sino.584