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| 1 | 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 ) |
| 2 | 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. |
| 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 | 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. |
| 5 | 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. |
| 6 | Carriage of material (1.1) by mechanical transport including loading unloading and stacking complete in all respect using appropriate labour and machinery to carry dispose the building rubbish/ malba/ dismantled and wastes to the Municipal Corporation C&D waste processing plant to an average lead of 14 Km and all lifts to entire satisfaction of Engineer in Charge. |
| 7 | 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 Respect. |
| 8 | Filling of sand under floors including watering ramming consolidating and dressing complete. (or by using Recycled Sand of C&D Waste Processed Plant) (N.S.) |
| 9 | 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). |
| 10 | 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). |
| 11 | 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. |
| 12 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level:1:1½:3 ( 1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) DSR 4.1.2 |
| 13 | Groove cutting of cement concrete pavement having 25mm wide grooves with average depth 25mm (i.e. depth of groove = d/3 where, d is the thickness of pavement) with blade & mechnical rotor at requisite distance after 5 to 7 days curing period of concrete including arrangement of electricity generator for running of rotor machine complete in all respect to the entire satisfaction of Engineer-in-Charge. |
| 14 | Providing and filling in position bitumen mix filler of Proportion 80 kg. of hot bitumen,1 kg. of cement and 0.25 cubic metre of coarse sand for expansion joints. 5.27 Please Enable Macros to View BoQ information |
