Construction of the Paparau link road from Thangana to Vanguwan/Gauntharo unpaved road, connecting the villages falling in the forest area of Lalitpur district.

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 1000 m as per Technical Specification Clause 301.5 (1 Km. Cartage)

Laying and spreading available soil in the subgrade on a prepared surface, pulversing, mixing the spread soin in place with rotavator with 2 per cent slaked lime having minimum 70 per cent of centents of CaO, grading with motor grader and compacting with the smooth wheel road roller at OMC to the desired density to form a layer of improved Sub-grade as per Technical Specification Clause 403.

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-2 specification including spreading in uniform thickness, hand packing, rolling with smooth three wheel 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of course aggregate, watering and compacting to the reqiured density Grading 2 as per MORD Technical Specification Clause 405.

Providing, laying, spreading and compacting stone aggregates of specific sizes to Water bound macadam-3 specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of course aggregate, watering and compacting to the reqiured density Grading 3 as per MORD Technical Specification Clause 405

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/sqm using mechanical means as per Technical Specification Clause 502

Providing and applying tack coat with Bitumen (VG-10) using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with air compressor as per Technical Specification Clause 503.

Providing laying & rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade bitumen 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 80-100 kN static roller capacity, finished to required level and grades to be followed by Seal coat-C Technical Specification Clause 508.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grede and cross fall using Type C as per Technical Specification MORD sepecification no. Clause 510. as per Data Book item No. 5.12 (B) Case - III TypeC

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.