MUSI ME PRADHANMANTRI ROAD SE AKHILESHAWAR MAHADEV MANDIR SARKAR KE GHAR KE BAGAL SE SHANKAR JI KE MANDIR KI OR LEPAN KARY

Construction of Graunlar sub base by providing well graded material speading in uniform layers with mother grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieved the desired densify complete a per Clause 401

Provding laying spreading and compacting stone aggregates of specifile sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with 3 wheeled steel/ vibartory roller 8-10 tones in stages to proper grade and comber applying and brooming requisite fype of screening/binding Meterails to fill-up the intersites of coarse aggregate. watering and compacting to the requrited density G-2 as per Technical Specification Clause 405

Provding laying spreading and compacting stone aggregates of specifile sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with 3 wheeled steel/ vibartory roller 8-10 tones in stages to proper grade and comber applying and brooming requisite fype of screening/binding Meterails to fill-up the intersites of coarse aggregate. watering and compacting to the requrited density G-3 as per Technical Specification Clause 405

Brick edging on both side of road with frist class brick & cm wide and 12 cm deep laid with mud mortar i/c all materials, labour T&P etc, complete.

Providing and applying primer coat with bitumen emulsion(SS-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical means 502.

Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per technical Specification Clause 503.

Providing laying and rolling of open graded premix carpet of 20mm thicknees composed of 13.2mm to 5.6mm(13.2mm & 11.20mm in 2.1) mm aggregates either using penetration grade bitumen VG-10 to 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 wheel 80-100kn static roller capacity finished to required level and grades to be followed by seal coat of type C as per Technical Specification clause 508

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

Construction embankment with approved meterial obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirerment of Tables 300.1 and 300.2 with a lead upt 1000 m as per Tachnical Specification Clause 301.5

Supply of 350mm dia NP-3 Hume culvert as per direction of E/I

supply and fixing of sign board etc complete