Village Mullani Construction of a CC road and drainage system from Sheoraj Master house towards Narendra Giri house.

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.

Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. Clause 301.5 , 302 (II)

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.

Providing, laying, spreading and compacting stone aggregates of specific sizes 45-63 mm to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 Kn static roller in stages to proper grade and camber as per Technical Specification Clause 405.

Providing, laying, spreading and compacting stone aggregates of specific sizes 22.4-53 mm to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 Kn static roller in stages to proper grade and camber as per 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 emulsion (RS-1) grade pressure distributor at the rate of 0.225 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom 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 waering course on a previously prepared base , including mixing in a suitablle plant, laying and rolling with a three wheel 80-100 Kn static roller capacity finished to required level as per technical Specification Clause 508.

Providing & laying seal coat by manual means with VG-10 Bitumen 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.

Brick Edging on both side of the road of first class bricks 7 cm wide 11 cm deep laid with mud mortar including labour & supply of bricks finished to the reqired template and in proper alignment and also including dressing and ramming the excavated earth as directed by the engineer in charge.as per SI No 5.04