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| 1 | 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) |
| 2 | 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) |
| 3 | 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. |
| 4 | 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. |
| 5 | Taking out existing CC interlocking paver blocks/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. |
| 6 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. |
| 7 | Disposal moorum/building rubbish/malba/similar unserviceable, 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. |
| 8 | 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. |
| 9 | 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. |
| 10 | Laying at or near ground level old channel of all types in position to the required line, level and curvature, jointed with cement mortar 1:4 (1 cement : 4 coarse sand), including making joints with or without grooves including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. |
| 11 | Providing and fixing Pre-casting 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 1:4 (1 cement: 4 coarse sand), including making joints with or without grooves, including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. |
| 12 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size Aggregate (DSR 4.1.10) |
| 13 | Removing and refixing existing MS Flat/ GI Railing with Cement Concrete block of 1'x1'x1' complete in all respect to the entire satisfaction of Engineer incharge.(NS) |
| 14 | P/F 2\\" dia 4'-3\\" high G.I pipe heavy duty) railing having vertical members to be fixed 7'-0\\" centre to centre. The horizontal/vertical members of railing are to be connected by means of 2\\" G.I. elbow. Vertical members of railing are to be embedded in ground upto 9\\" depth and to be fixed in cement concrete blocks of size 1'x1'x9\\" (cement concrete 1:2:4) It further includes iron hold fasts 9\\" long of MS flat or section 50x12mm to be welded at the boo tom of vertical members complete in all respect to the entire satisfaction of the E.I.C. |
| 15 | Providing and fixing 300x300mm heavy duty chequered tiles of ISI marked and name of manufacturer embedded, rubber molded as per ISI Code 13801:2013 of 25mm thick with minimum 6mm thick top layer with white cement heavy duty polished with acrylic based coating, jointed with neat cement slurry mixed with pigment to match the shade of tiles 20mm thick bed cement mortar 1:4 (1 cement : 4 coarse sand) complete in all respect to the entire satisfaction of the Engineer in Charge. |
| 16 | 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 cement sand mortar 1:4 including grouting the joints with cement mortar etc. all complete as per the direction of Engineer-in-charge. (Without color pigment) |
| 17 | Re-fixing Of Old paver block of 60mm cement concrete interlocking paver blocks of M-30 grade made by block making machine with strong vibrating compaction and of approved size and design/ shape laid in required color and pattern over 20mm thick cement mortar 1:3 complete as per the directions of Engineer-in-charge. |
| 18 | Providing and fixing GI Tee for 50mm dia G.I Pipe complete in all respect to the entire satisfaction of Engineer In Charge. |
| 19 | Providing and fixing GI Elbow for 50mm dia G.I Pipe complete in all respect to the entire satisfaction of Engineer In Charge. |
| 20 | Making thread in Existing GI Pipe of 50mm thick complete in all respect to the entire satisfaction of Engineer In Charge. Please Enable Macros to View BoQ information |
