Section Improvement And Construction Of Bituminous Road From Km 9.140 To Km 11.450 Of Nepal Bund On The Right Bank Of The Gandak River In Nawalparasi District Of Nepal Territory.

Dismantling of premix carpet in flexible pavement & disposal of dismantled material up to lead of 100 mtr including cost of all labour, t&p etc. complete as per direction of engineer in charge.

Dismantling of flexible pavement & disposal of dismantled material up to lead of 100 mtr stacking serviceable and unserviceable material separately as per technical specification by mechanical courses complete as per direction of engineer in charge.

Supplying and filling RBM on top and slope of bund including the mechanical compaction and dressing the surface to required levels and slopes with cost all lead, lift, material, labour, T&P etc required for proper completion of work 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 T.S.C. clause 401 as per 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 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 followed 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 templete and in proper alignment and also I/c dressing ,ramming excavated soil as per direction of engineer in charge.

Earth work in cutting for making proper slope with dressing including cost of all lead & lift, labour, T & P etc complete with proper disposal of earth required for proper completion of work as per direction of Engineer-in charge.

Providing and laying Geo textile sheet T1000 teram woven multifilament polypropylene yarn, below c.c. block as per drawing including preparation of surface with all cost of material, labour, carriage and T & P etc. required for proper completion of work as per direction of Engineer-in-charge.

Providing and laying of non gandak boulder in Mechanically Woven Double Twisted Hexagonal Shaped of required sizes 3.00x1.0x0.50m, Mesh type 10.00x12.00 CM PVC coated , Mesh wire diameter 2.70/3.70 mm (ID/OD), edged/Selvedged dia 3.40/4.40 mm (ID/OD)with lacing wire of dia 2.2/3.2 mm (ID/OD) including all material,labour, T&P, carrage,loading,unloading, all taxes and tying with lacing wire as per drawing all complete etc excluding GST as per directions of engineer-in- charge.