Providing and Fixing 80mm interlocking paver blocks on internal roads in Mauli Complex, Mauli Jagran, Chandigarh

Dismantling manually/by mechanical mean including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Enigneer - In - Charge. For Bituminous Road (DSR No.15.43.2)

Dismantling manually/by mechanical mean including stacking of serviceable material material within 50 metres lead as per direction of Enigneer - In - Charge. For Water Bound Macadam Road (DSR No.15.43.1)

Earth work in excavation by Mechanical means ( Hydraulic excavator)/ manual means over areas (exceeding 30xm in depth 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth lead up to 50m and lift up to 1.5m and excludig of disposed earth to be levelled and neatly dresses. All kinds of soil complete in all respects to the entire satisafaction of the Engineer - In - Charge. (Deduct Item No. 2.6.1 - 2.36 as per DSR)

Taking out existing kerb stones 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.

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. (DSR No.15.60)

Preparation of sub grade including trenching rough dressing of soil, final dressing of earth to give level and camber,watering, rolling with a road roller and compaction of bed complete in all respect to the entire satisfaction of the Engineer - in - Charge. (N.S.)

Providing and Laying Granular Sub-Base by spreading and compacting coarse graded sub base material - sand, moorum, gravel crushed stone or combination thereof conforming to Grading-II of Table 400-2 of MORT&H specifications ( as pr latest revision). The material shall be mixed by Mix in Place method or with renovator at OMC and carried to site, spread in uniform layers and compacted with 8-10 tones smooth wheeled/vibratory roller to achieve density complete in all respects as per Clause 401 of MORT&H specifications.(as per latest revision).

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:5:10 (1 Cement 5 Coarse Sand 10 Nominal size of stone agg ) (DSR No.4.1.10)

Laying at or near ground level old kerb stones of all types 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 be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge.