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| 1 | 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. (FSR 16.82) |
| 2 | 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) |
| 3 | 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) (DSR 4.1.10) |
| 4 | Providing and Laying PCC kerbs of size 1'-0\\" x 1'-0\\" x 0'-4'' thickness at bottom and 0'-3” thickness at top duly vibrated, mechanically & compacted made of plain cement concrete 1:2:4 duly cured and finished. The rate further includes filling of joints between kerbs with cement mortar 1:3 (1 Cement: 3 coarse sand) after earth work in excavation/filling and removing the same from site of work complete in all respects and to the entire satisfaction of the Engineer-in-charge. (N.S) |
| 5 | Providing and Laying of kerb 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 fixing in position at or near ground level 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. |
| 6 | 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. (N.S) |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: 1:1½:3 ( 1 Cement: 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) DSR 4.1.2) |
| 8 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 20mm thick compacted bed of cement sand mortar 1:4 including grouting the joints with cement mortar etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). (N.S) |
| 9 | 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 20mm thick compacted bed of cement sand mortar 1:4 including grouting the joints with cement mortar etc. all complete as per the direction of Engineer-in-charge. (N.S) Please Enable Macros to View BoQ information |
