Pindra pitch marg se jhanjhaur school boundary se hote hue newari jhanjhaur marg tak sadak nav nirman ka karya pindra

Earth work cutting or filling an ordinaroy soil 30 mtr lead 1.5 mtr lift and ramming dressing etc all complete and cartage upto 3 KM

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

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 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices 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

Brick edgeing on both side of road with 1st class brick 8cm wide 12cm deep laid with mud morter including all as per S.I.no765

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--1.00 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 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 P.C.

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

Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100m. including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per 302 (II) Cartage upto 4 KM Pattari