Construction of metalled service road of Dagheta Dy. From km. 17.500 to 24.800

Uprooting Jhunds and Moonj with disposal away from site

Providing and Filling empty cement bags with local earth/RBM/Silt, hand sewing with suja & sutli and placing in position within 60M royalty etc. complete.

Dagbelling 7.5 CM Deep

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 cutting to be used in making embankment/Daula or to be deposited as spoil bank within 30m distance as directed by Engineer- in-Charge.

Earth work in filling in all type of soil with lift upto 1.5 m & lead up to 500 m with all dressing ramming proper compaction upto required level & slope i/c cost of earth all taxes, labour, T&P etc. required for proper completion of work

Providing, laying, spreading and compacting stone aggregates of specific sizes 45-90 mm to water bound macadam specification (WBM Grading-1) including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density (Grading-1 as per Technical Specification Clause 404)-Mechanical Means

Providing, laying, spreading and compacting stone aggregates of (45-63 mm) specific sizes to water bound macadam specification (WBM Grading-2) including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density. Grading 2 as per Technical Specification Clause 405 (A)-Mechanical Means

Providing, laying, spreading and compacting stone aggregates of specific sizes 22.4-53 mm to water bound macadam specification (WBM Grading-3) including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density. Grading-3 as per Technical Specification Clause 405-Mechanical Means

Providing and applying primer coat of Low Porosity with Bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at rate of 0.60 Kg/Sqm using mechanical means as per Technical Specification Clause 502. (By Mechanical Means)

Providing and applying tack coat with VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer/Bituminous surface as per Technical Specification Clause 503. including cost of bitumen, all material, labour etc. required for complete of the work. (By Mechanical Means)

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 to required line, grade and level to serve as wearing course on a previously prepared base by mechanical means, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades as per Technical Specification Clause 508 including cost of bitumen, all material, labour etc. required for complete of the work. (To be Laid by Mechanical Paver and brought from Hot mix Plant)

Providing and laying seal coat by mechanical means with VG-10 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 (By Mechanical Means). including cost of bitumin, all material, labour and T&P required for completion of work.

Brick Edging on both sides of the road of first Class (M-150) brick on edge laid with mud mortar including labour and supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by by the Engineer-In-Charge