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| 1 | Dismantling of Cement concrete paver blocks and stacking the serviceable Paver blocks properly at site and disposal of the unserviceable paver blocks average lead of 2 Km. The rates also includes cost of cleaning of sand over Cement Concrete surface 1:8:16 complete in all respect to the entire satisfaction of the Engineer-In-Charge. |
| 2 | 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. |
| 3 | 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. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:5:10 (1 cement : 5 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 10 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA) ) |
| 5 | Laying at or near ground level factory made old kerb stone of size 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). |
| 6 | Laying at or near ground level factory made old channel of size 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) |
| 7 | Providing and laying at or near ground level factory made kerb stone of size 1'x1'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). |
| 8 | Providing and laying at or near ground level factory made channel of size 2'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) |
| 9 | Providing and fixing 300x300mm heavy duty chequerred 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 on 20mm thick bed cement mortar 1:4 (1 cement: 4 coarse sand) complete in all respect to the entire satisfaction of Engineer-in- charge |
| 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. |
| 11 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade rubber moulded, of approved size, design & shape, laid in required colour and pattern over 20mm thick compacted bed of sand, filling the joints with coarse sand etc. complete as per the directions of Engineer-in-charge. |
| 12 | Dismantlling of existing M.S. flat railig on brick masonary toe wall or 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. |
| 13 | Refixing and repair(no new member) of old MS flat railing on brick masonary toe wall or on ground by providing CC 1:2:4 block of size 1'-0\\"x0-9\\"x1'-0\\" including cost of applying 2coats of synthetic enamel paint of approved brand complete in all respect to the entire satisfaction of Engineer-in-Charge. |
| 14 | Providing and fixing M.S. flat railing having flat size 50x12mm having 6'-0\\" long and 2'-3\\" high above ground level and 1'-0\\" below ground level welded with 2no's M.S. flat 40x10mm horizontally at 6” upper and 6” from bottom and 10no's M.S. square bars of 45 degree angle at 6\\" center to center between the 2no's horizontally M.S. flat 40x10mm including the cost of 2no's 12mm dia nut and bolts with 2no's M.S. pipe of 19mm dia and 3\\" long sleeve piece. The bottom of vertical ounter M.S. flat 50x12mm shall be provided with 9\\" long anchorage piece of MS flat 50x12mm welded at bottom and railing shall be properly embedded in cement concrete 1:2:4 block of size 1'-0\\"x0'-9\\"x1'-0\\". The complete railing shall be painted with two coats of approved quality paint over one coat of primer complete in all respect to the entire satisfaction of Engineer-in-Charge. |
| 15 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. (DSR 15.7.4) |
| 16 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) Coarse sand. Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR : 6.1.1) |
| 17 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. (DSR 15.25) |
| 18 | 40 mm thick fine dressed stone flooring over 20 mm (avg.) thick base of cement mortar 1:5 (1 cement: 5 coarse sand) with joints finished flush: Red Sand Stone (DSR 11.28.1) |
| 19 | Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. Please Enable Macros to View BoQ information |
