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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.DSR 16.82 |
| 2 | 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.DSR Ref 16.82 |
| 3 | Taking out existing PCC tiles/ 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 |
| 4 | 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. DSR ref. 16.85 |
| 5 | 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. |
| 6 | Laying at or near ground level old channel 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. DSR ref. 16.85 |
| 7 | Providing and fixing Precasting plain cement concrete Channel of size 2'-0\\" x 1'-0\\" x 3\\" thick duly mixed, mechanically & compacted made of PCC 1:2:4 duly cured and finished. , 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. |
| 8 | 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) |
| 9 | Laying old interlocking paver block/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. |
| 10 | 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 15.60) |
| 11 | Providing and laying 60 mm thick factory made cement concrete interlocking paver blocks of M30 grade (ISI Marked) made by block making machine with strong vibrating cpompaction and approved size and design/shape laid in required color and pattern over 20mm th. cement mortar 1:4 complete in all respect to the entire satisfaction of Engineer -in-charge |
| 12 | (Without colour pigment 90%) |
| 13 | (With colour pigment 10%) Please Enable Macros to View BoQ information |
