Sankul dhara pokhara se khojhava bazar pustkalay hote hue rammandir tak men road par ek kot penting ka karya gali me KC dren interlocking nirman karya

Earthwork in cutting or in embankment in ordinary soil excavation pits not exceeding 1/2 meter (20") in depth and earth work in enbankment to be in 20cm (8") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5") lift and 30m (100') lead. the earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m (100') distance as directed by the E/I. I/C Compaction in Layer by Road Roller S.I.No-253 i/c Cartage Distance-3 Km

Earthwork in Excavation of foundation in ordinary soil including lift upto 1.50 m and lead upto 30 m , and inculiding filling ,watring and ramming of Excavated earth in the space between building and the sides of foundation trenches or into the plinty and removal and disposal surplus warth as directed by Engineer -in-charge upto a sistance of 30 m from the foundation trenches as per SI No.251

Cement concrente with cement, approved coarse sand and 40 mm brick ballast, in propotion 1:6:12including supply of all material, labour, T&P etc required for proper completion of work as per SI NO .273

Class -150 Sub class' A' brick work in 1:4 with cement and approved fine sand of 1.25 F.M. mortor in foundation and upto plinth including supply of all materials, labour and T&P etc compelte as per SI NO .305

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 Technical Specification Clause 401. (Grading-1 Material)

Providing , laying spreading and compacting stone Agrigates of specific sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling ,with three wheel 80-100 kn static Rollar in stage of proper grade and camber , applying and brooming stone screening /binding material to fill up the interstices of coarse aggrigates ,watring and compacting to the required density Grading -3 as per Technical Sprcification clause 405. By Manual Means

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

Providing and Laying of Rubber moulded (Grey colour) Interlocking Concrete Block Pavements having thickness 80 mm including level and slope bend,filling joint with local sand on bed,filling as per drawings and Technical Specification Clause 1504.

Providing and Laying of Rubber moulded (Red colour ) Interlocking Concrete Block Pavements having thickness 80 mm including level and slope bend,filling joint with local sand on bed,filling as per drawings and Technical Specification Clause 1504.

Cement concrete with 20 mm. Gauage approved stone ballast, approve coarse sand and cement in the porportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. S.I. No-279 (b)