Work of butumin road on Left bank service road of Gopalpur Dy. From Km. 0.000 to Km. 0.250 and of Madrak Dy from Km. 15.650 to Km. 19.750.

Earth work in cutting or in embankment in ordinary soil,excavation to be in the form of regular pits and earth work in embankment to be in 2o cm layers i/c ramming and dressing the surface to the required levelsand slopes and also i/c 1.50 m lift and 30 m lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank within 30 m distance as directed by E.I.C.

Costruction 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 (45 to 63 mm) 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 aggregates, watering and compacting to the required density grading 2 as per Technical Clause 405(2)

Providing, laying, spreading and compacting stone aggregates of specific sizes (22.4 to 53 mm) 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 to fill-up the interstices of coarse aggregates, watering and compacting to the required density grading 3 as per Technical Clause 405(3)

Brick edging on both side of the road of M-150 bricks 8cm. (3") wide and 12cm (4½") deep laid with mud mortar including all labour and supply of brick finished to required template & ramming the excavated earth as directed by the Engineer-In- Charge.

Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.7 kg/sqm using mechincal means as per Technical Specification Clause 502

Providing and applying Tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.30 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 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 of Type-C as per Technical Specification Clause 508.

Providing, laying seal coat sealing the voids in a bitumenious surface laid to the specified levels, grade and cross fall using Type 'C' as per Technical Specification Clause 510.