Construction of Road from Main Road To Shamshanghat Sasalkote

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides andramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:All kinds of soil

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. size)1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size).

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. size)1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).

Supplying and stacking of stone aggregate of size 63mm-45mm

Supplying and stacking of stone aggregate of size 53mm-22.40mm

Supplying and stacking of stone screening of size 11.20mm-13.20mm

Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge

Providing and fixing of interlocking tiles 80 mm thick of M-20 mix conforming to IS-15658 over 50mm thick sand bed and locking of tiles at ends withcement concrete M-20 ang spraying of dry sand to fill up the joints,vibrations complete in all respects. NSI

Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns

a) Sand for 120KM by Mt

b) Stone agg. for 15by Mt

c)Stones aggregate 63mm-22.40mm for 15 km by Mt item no(.4+5 )

d)stone screening 11.20mm-13.20mm for 15 km by MT