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| 1 | Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer-in-charge :Water Bound Macadam road DSR 15.43.1 |
| 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. |
| 3 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer in charge.1:4:8 or leaner mix ( DSR 15.2.2 ) |
| 4 | 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. |
| 5 | 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. |
| 6 | Earth work 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 upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. |
| 7 | Carriage of earth by mechanical transport loading/unloading lead of 2.00 km. to the entire satisfaction of Engineer-in-charge. |
| 8 | 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 respects.(N.S.) |
| 9 | Laying at or near ground level old kerb 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. |
| 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 | 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. |
| 12 | 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. The rates is to be fixed over 20mm thick cement mortar 1:4 including grouting of joints complete in all respect to the entire satisfaction of Engineer -in-charge |
| 13 | Carriage of material (1.1) By Mechanical Transport including loading unloading and stacking complete in all respect using appropriate labour and machinery to carry and dispose the building rubbish/malba/dismatled and wastes to the Municipal Corporation C&D waste processing plant to an average lead of 12km and all lifts to entire satisfaction of Engineer in charge |
| 14 | 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) |
| 15 | Providing and laying 80mm thick factory made cement concrete interlocking paver blocks of M-30 grade (ISI Marked) made by block making machine with strong vibrating compaction and of approved size and design/ shape laid in required color and pattern over and including 20mm thick cement mortar 1:4 complete as per the directions of Engineer-in-charge. |
| 16 | (Without colour pigment 90%) |
| 17 | (With colour pigment 10%) |
| 18 | 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 |
| 19 | (Without colour pigment 90%) |
| 20 | (With colour pigment 10%) Please Enable Macros to View BoQ information |
