LOT2

Uprooting Jhunds

Earth work in foundation in dry ordinary soil (loam clay or sand) including lift up to 1.5 meter and lead up to 30 meter and including back filling, watering and ramming of excavated earth into the trenches or into the space between the structure and the sides of foundation trenches or into the plinth with removal and disposal or surplus earth as directed by the Engineer-in-charge up to a distance of 30M from the foundation trenches:

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader 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 MORD specification 401.

Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with smooth wheel 80-100 kN 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 required density (G-2) as per MORD specification 405.2.

Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with smooth wheel 80-100 kN 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 required density (G-3) as per MORD specification 405.3.

Supplying/Laying Brick on edge soiling laid dry filling joints including preparation of base to proper slope and its ramming & Dressing including all cost of labour, Material, T&P etc. required for proper completion of work complete.

Providing laying Prime coat With Bitumen emulsion (SS-1 astm) on prepared surface of granular base inculding cleaning of road surfafe and spraying prime coat of 0.60 kg/sqm using mechnical means as technical Specification Clause 502

Providing and applying Tack coat with bitumen VG-10 grade using bitumen pressure distributer at the rate of 0.30 kg. per sqm on prepared butuminous surface treated with primer & cleaned with hydraulic broom as per Technical Specification Clause 503.

Providing, laying and rolling of open grades premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade bitumen to required line grade and level to serve as wearing course on 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 as per MORD Specification Clause 508. (By paver)

Providing and applying seal coat by manual means with 80/100 grade bitumen sealing the voids in bitumens surface laid to the specified levels grade and cross fall using type C as per technical Specification Clause 510.

Providing and laying of hot applied thermoplastic compound 2.5 mm thick i/c reflectorising glass beads @250 gms./sq.Mt area. Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35-2015. The finished surface must to be level, uniform and free from streaks and holes.Rates are inclusive of all taxes, royalty etc. all T&P/ Machine, material and labour required for proper completion of work.

Earthwork in filled shoulder and pits on road by Power transported earth with a lead of 200 m to 1.00 km i/c excavation, loading, unloading, manual compaction dressing, slope and all lifts etc complete.

Earth work in filled in making Kachha daula on Dy by Power transported earth with a lead of 200 m to 1.00 km i/c excavation, loading, unloading, manual compaction dressing, slope and all lifts etc complete.

Please Enable Macros to View BoQ information