Gram mantaudhi se mirapur dalpat marg tak kaali sadak/Interlocking tiles nirmaan karya

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 5000 m as per Technical Specification Clause 302.3 (For Carted Earth)

Construction of Granular Sub Base by providing Well graded material, spreading in uniform layers with Motor grader/Tractor mounted appropriate equipment 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 Clouse 401 Mechanical Means

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.G-II Mechanical means

Providing, laying, spreading and compacting Stone aggregates of specific sizes to Water Bound Macadam (WBM-G-III) specification incl spreading in uniform thickness, hand packing , rolling with three wheel 80-100kN static roller in stage to proper grade and camber , applying and brooming , crushable screening to fill up the interstices of coarse aggregate , watering and compacting tothe required density Grading 3 as per Technical Specification Clause 405. G-III Mechanical means

Providing and applying primer coat with bitumen emulsion (SS -1)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 but excluding GST.

Providing and applying Tack coat with bitumen Emulsion (VG-10) using bitumen pressure distributor @ 0.35 kg. per Sqm. On the prepaired dry and hungry bituminous surface cleaned with Hydaulic broom as per Technical Specification Clause 503 but excluding GST.

Providing,laying and rolling of open graded P.C. of 20mm thickness composed of 13.2mm to 5.6mm aggregates eigher using penetration grade bitumen or emulsion to required line grade and level to serve as wearing course on a previouslyprepared base i/c mixing in a suitable plant, laying and rolling with a three wheeld 80-100 kN static roller capacity, finished to required level and gredes to be followed by seal coat as per Technical Specification Clause 508 but excluding GST.

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 but excluding GST.

Brick on edge lining on both side of road with M-150 bricks laid with mud mortar including cost of all material labour and T&P etc required for proper completion of the work (ch4 sno4).

Road marking with hot applied thermoplastics compound with reflectorising glass bleads on bitumenous surface, Providing and laying of hot applied thermoplastic compound 2.5 mm thick including refelectorising glass beads @2.5mm is exclusive of surface apllied glass beads as per IRC 35.The finished surface to be level iniform and free from streaks and holes