Renewal and Repair of Damage Road of L/B of Komary Dy from Km. 7.500 to Km. 12.150 and Km. 15.300 to Km. 23.270

Amount

Earth work in cutting or in embankment in ordinary soil excavation to be in the from of irregular pits and earth work in embankment to be in 20 cm layears i/c ramming and dressing the surfaceto the requred levels,slope and also i/c lift up to 1.5 m and lead upto 30 m.The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 m as directed by Engineer-in-charge.

Dismanteling of flexible pavement and disposal of dismantled material upto a lead of 1000 mtr, stacking serviceable material and disposal of unserviceable materials separately within a lead of 50m as per direction pf 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 engineer -in-charge.

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 of engineer -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

S F INFRA PROJECTS

M/S LALIT BABU THEKEDAR

BHAMAR SINGH

Santosh Kumar Sharma

KISHANKUMAR SARASWAT

M/S HARENDRA SINGH

M/S UNITE ENTERPRISES