RE-CONSTRUCTION OF DAMAGED FOOTPATH BY CONSTRUCTING THE FOOTPATH AS PER CAHNDIGARH MASTER PLAN 2031 ON V-5 ROAD IN SECTOR 41-A, B , D, CHANDIGARH.

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. DSR 16.82

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish 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 DSR 16.83

Taking out existing PCC Tiles from footpath/ central verge, including removal of rubbish 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.

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.

Providing and fixing PCC kerbs of size 2’-0” x 9” having 4” thickness at bottom and 3” thickness at top and made of plain cement concrete 1:2:4 duly vibrated and compacted. The rates also includes the cost of filling and pointing of joints between kerbs with cement mortar 1:4 (1 cement 4 course sand) Complete in all respect to the entire satisfaction of Engineer In Charge.

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 (i/c equivalent design mix) DSR 15.2.2

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 : (DSR 2.6.1)

Carriage of earth by mechanical transport loading/unloading lead of 2.00 km. to the entire satisfaction of Engineer-in-charge.

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.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: ( 1 Cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size).

Providing and fixing 100 x 100 x 75 mm cobble stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) DSR 4.1.2

Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. DSR 11.8

Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 20 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost).

Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.

Laying old PCC tiles of any design/ shape laid in required line, level, curvature, colour and pattern over and including 20 mm thick cement sand mortar 1:4 including grouting of joints complete as per the direction of Engineer-in-charge.

Carriage of material (1.1) by mechanical transport including loading unloading and stacking complete in all respect using appropriate labour and machinery to carry dispose the building rubbish/ malba/ dismantled and wastes to the Municipal Corporation C&D waste processing plant to an average lead of 12 Km and all lifts to entire satisfaction of Engineer in Charge.

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