Renewal and Repair work of Service Road of Anoopshahar Branch Canal From Km. 193.683 to Km. 196.700

Amount

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 20cm. layers, including ramming and dressing the surface to the required levels and slopes and also including 1.50m lift and 30m lead. The earth from the cutting is to be used in making embankment or to be deposited as directed by the Engineer-in-Charge.

Uprooting Jhunds and Moonj with disposal away from site

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

collection of 45-63 mm size stone ballast of approved Quarry duly stacked at site true to template ,including all taxes,royality, cartage,loading and unloading etc.complete as per direction of engineer -in-charge.

collection of 22.4-53 mm size stone ballast of approved Quarry duly stacked at site true to template ,including all taxes,royality, cartage,loading and unloading etc.complete as per direction of engineer -in-charge.

collection of crushable type screening material /stone dust approved Quarry duly stacked at site true to template ,including all taxes,royality, cartage,loading and unloading etc.complete as per direction of engineer -in-charge.

consolidation of 45-63 mm size stone ballast in filling pot hoes and undulation including opening out stacks spreading in existing surface making medhi to retain water and lead upto 200 meterand also including hire charge of road roller fuel charges etc with binding and water allowance complete as per direction of engineer -in-charge.

consolidation of 22.4-53 mm size stone ballast in filling pot hoes and undulation including opening out stacks spreading in existing surface making medhi to retain water and lead upto 200 meterand also including hire charge of road roller fuel charges etc with binding and water allowance complete as per direction of E/I.

Providing and applying Tack coat with Bitminous VG-10 using bitumen distributor at the rate of 0.35 Kg. per Sqm. on the prepared granular surface cleaned with Hydraulic broom as per Technical Specification. Clause 503, of MORD specification including cost of Bitumen as per direction ofengineer -in-charge.

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 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 Seal coat as per Technical Specification. Clause 508, of MORD specification including cost of Bitumen as per direction of engineer -in-charge.

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, of MORD specification including cost of Bitumen as per direction of engineer -in-charge.

VEERESH KUMAR

rupendra kumar bhardwaj