CONSTRUCTION OF BITUMINOUS ROAD FROM KM. 0.00 TO 10.065 AT AMWA KHAS BUND AND KM. 0.00 TO KM. 1.500 AT AMWA KHAS RING BUND ON RIGHT BANK OF RIVER GREAT GANDAK IN DISTRICT KUSHINAGAR

Amount

Earth work in filling for embankment in ordinary soil (dumat or loam) in 20 cm. layers including the mechanical compaction and dressing the surface to required levels and slopes with all lead and lift etc. complete as per direction of Engineer-in-charge.

Construction of granular sub-base (Grade-I) by providing well graded aggregates (45 to 90)mm from approved quarry, spreading in uniform layers in 12.5 cm thick (compacted) with motor grader/tractor mounted appropriate equipment 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 clause 401 as per Drawing and direction of Engineer-in-charge.

Providing, laying, spreading and compacting stone aggregates of specific sizes (63 to 45mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled 80-100 kn static rollar in stages to proper grade and camber, applying and brooming crushable stone screening/ binding Materials to fill up the interstices of coarse aggregate as per approved quarry, watering and compacting to the required density grading-2 as per T.S.C. 405 as per Drawing and direction of Engineer-in-charge.

Providing, laying, spreading and compacting stone aggregates of specific sizes (53 to 22.40)mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled 80-100 kn static rollar in stages to proper grade and camber, applying and brooming crushable stone screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading-3 as per T.S.C. 405 as per direction of Engineer-in-charge.

Providing and applying primer coat with Emulsion (SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means. (As per MORD Specification.) as per direction of Engineer-in-charge.

Providing and applying tack coat with bitumen VG-10 grade using pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom. (As per MORD Specification.) as per direction of Engineer-in-charge.

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates by using penetration grade bitumen mix in suitable hot mix plant to required line, grade and level with paver to serve as wearing course on a previously prepared base, including laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades to be fallowed by seal coat as per technical specification clause 511, including cost of bitumen grade VG-10 as per direction of Engineer-in-charge.

Providing and laying seal coat by manual means with VG-10 grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C (As per MORD Specification.) as per direction of Engineer-in-charge.

Brick edging on both side of road with S.O.B. bricks on edge laid with mud mortor I/c labour & supply of bricks finished to required templeteand and in proper alignment and also I/c dressing ,ramming excavated soil as per direction of Engineer-in-charge.

Ist class brick on edge pitching (Dry) on top of shank with prepration of sub grade and filling joints from local sand including all cost of materials, labour, carriage, T&P etc. complete as per direction of Engineer-in-charge.

Providing & fixing km. stone, Hectometer stone & sign board including cost of all labour, material,T&P etc. completeas per direction of Engineer-in-charge.

M/s Jeet Associates