UPGRADATION OF FLOORING OF AT FRONT SIDE OR BACK SIDE OF MARKET/SHOWROOMS SECTOR 22 D, CHANDIGARH.

Demolishing concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer in charge. Nominal concrete 1:3:6 or richer mix ( i/c equivalent design mix) (DSR 15.2.1)

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer in charge Nominal concrete 1:4:8 or leaner mix DSR (15.2.2)

Taking out existing Kerb of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

Taking out existing Channel of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

Dismantling of existing Paver Block and stacking the serviceable properly at site and disposal of the unserviceable Paver block upto average lead upto 2 kms.

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil. (DSR 2.6.1-2.36)

Disposal moorum/building rubbish/malba/similar unservicable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer -in- charge.

Carriage of mechanical transport including loading, unloading Lead of 5 km at Dumping Ground complete in all respect to the entire satisfaction of the Engineer-In-Charge. (DSR 1.1.2)

Laying at or near ground level factory made old kerb stone made of plain cement concrete 1:2:4, in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment).

Providing and laying at or near ground level factory made kerb stone of size 2'x9'x4"made of plain cement concrete 1:2:4, in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment).