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| 1 | Taking out existing kerb stones/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 16.82) |
| 2 | 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. |
| 3 | 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 fixing 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. Length of finished kerb edging shall be measured for payment. |
| 4 | 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 |
| 5 | 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 Engineer in Charge. |
| 6 | 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 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) DSR 4.1.10 |
| 7 | Providing and fixing 300x300mm heavy duty chequered tiles of ISI code 13801:2013 of 25mm thick with minimum 6 mm 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 the tiles on 20mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand) complete in all respect to the entire satisfaction of Engineer-in-charge. |
| 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). |
| 9 | Dismantlling of existing G.I. Pipe railig on ground and removing of CC 1:2;4 block of size 1'-0\\"x0'-9\\"x1'-0\\" complete in all respect to the entire satisfaction of Engineer-in-Charge. |
| 10 | Refixing and repair of old G.I. Pipe railing on ground by providing CC 1:2:4 block of size 1'-0\\"x0-9\\"x1'-0\\" complete in all respect to the entire satisfaction of Engineer-in-Charge. |
| 11 | 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 embaded 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 bootom of vertical members complete in all espect to the entire satisfaction of the E.I.C. Please Enable Macros to View BoQ information |
