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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. (N.S) |
| 3 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer in charge 1:3:6 or richer mix (DSR 15.2.1) |
| 4 | Earthwork 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 up to 50m and lift up to 1.5m, and excluding disposed earth to be levelled and neatly dressed. All kinds of soil complete in all respect to the entire satisfaction of the Engineer-In-Charge. (DSR 2.6.1) |
| 5 | 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) |
| 6 | Prepration 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 respects. (N.S) |
| 7 | 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) |
| 8 | Laying at or near ground level old channel of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (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) |
| 9 | 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) |
| 10 | 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. |
| 11 | 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. (N.S) |
| 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 coarse sand (zone-iii) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources (DSR 4.1.10) |
| 13 | Providing and fixing 100 x 100 x 75 mm cobble stone block of approved colour & shade, 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. |
| 14 | Providing and fixing PCC tiles of size 2'-0\\" x 1'-0\\" x 3\\" thick duly vibrated mechanically & compected made of PCC 1:2:4 duly cured and finished over and including 20mm thick cement mortar 1:4 with a floating coat of neat cement , filling the joints with coarse sand etc. complete as per the directions of Engineer-in-charge. Please Enable Macros to View BoQ information |
