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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 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 | Dismantling of existing Paver Block and stacking the serviceable properly at site and disposal of the unserviceable Paver block upto average lead upto 2 kms. |
| 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. All kinds of soil. (DSR 2.6.1-2.36) |
| 7 | Disposal moorum/building rubbish/malba/similar unservicable, 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 | Carriage of mechanical transport including loading, unloading Lead of 5 km at Dumping Ground complete in all respect to the entire satisfaction of the Engineer-In-Charge. (DSR 1.1.2) |
| 9 | Laying at or near ground level factory made old kerb stone made of plain cement concrete 1:2:4, 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 to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). |
| 10 | Providing and laying at or near ground level factory made kerb stone of size 2'x9'x4\\"made of plain cement concrete 1:2:4, 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 to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). |
| 11 | Laying at or near ground level factory made old channel made of plain cement concrete 1:2:4, 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 to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished channel edging shall be measured to calculate volume for payment). |
| 12 | Providing and laying at or near ground level factory made channel of size 2'x1'x3\\" or 1'x1'x3\\" made of plain cement concrete 1:2:4, 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 to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished channel edging shall be measured to calculate volume for payment) (N.S.) |
| 13 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level :1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) (DSR 4.1.10) |
| 14 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering (1 cement: 5 coarse sand: 10 graded stone aggregate 40mm nominal size) mixed with mechanical mixture for Seal holes in foundations of buildings or entrances to rat burrows with a minimum of 2\\" of reinforced mortar mixed with iron fittings or broken glass pieces complete in all respect to the entire satisfaction of Engineer-in-charge. |
| 15 | 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 in charge.(NS) |
| 16 | P/F 2\\" dia 2-3\\" 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 bottom of vertical members complete in all respect to the entire satisfaction of the E.I.C. |
| 17 | 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. |
| 18 | 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 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. (Without color pigment) |
| 19 | 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 and including 20-30mm thick compacted bed of sand, filling the joints with coarse sand etc. complete as per the directions of Engineer-in-charge. |
| 20 | Providing and fixing GI Tee for 50mm dia G.I Pipe complete in all respect to the entire satisfaction of Engineer In Charge |
| 21 | Providing and fixing GI Elbow for 50mm dia G.I Pipe complete in all respect to the entire satisfaction of Engineer In Charge |
| 22 | 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 |
