Renewal of Service Road of Anoopshahar Branch From Km.162.000 to 176.180

Earth work in cutting or in embankment in ordinary soil exavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankmentto be in 20 cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5m lift and 30 lead.The earth in from cutting to be used as spoil banks within 50m distance as per directed by engineer in charge.

Clearing thick bushes and thorny without uprooting.

Dismantling of flexible pavment and disposal of dismantled material upto a lead of 1000 meters,stacking seviceable and disposal of unseviceable materials separately within a lead of 50 mtr. As per direction of Engineer-in-Charge

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,laying,spreading and compacting stone aggregate of specific sizes(45 to 63 mm) to water bound macadam specification including spreading in uniform thicness, 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 interstics of coarse aggregates,watering and compacting to the required density grading2 as per Technical clause 405(2)

Providing,laying,spreading and compacting stone aggregate of specific sizes(22.4 to 53 mm) to water bound macadam specification including spreading in uniform thicness, 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 interstics of coarse aggregates,watering and compacting to the required density grading 3 as per Technical clause 405(3)

Providing and applying Tack coat with Bitumen VG-10 using distributor at the rate of 0.30Kg. per Sqm. on the prepared primed surface cleaned with Hydraulic broom as per Technical Specification. Clause 503, S.L.-5.20, of MORD specification

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm. to 5.60 mm. aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a H.M. 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, Case II-(i)

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, S.L.- Case III- (i)