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| 1 | Taking out existing kerb stones/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. |
| 2 | Dismantling of existing cement concrete paver blocks/PCC Tiles and stacking the serviceable paver blocks/PCC tiles properly at site and disposal of the unserviceable paver blocks/PCC tiles average lead of 2km including -re-handling. The rate also includes cost of cleaning of mortar over Cement concrete surface 1:8:16 complete in all respect to the entire satifaction of the Engineer-in-charge, |
| 3 | Dismantling 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. |
| 4 | 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. |
| 5 | Earth work in excavation by Mechanical means (Hydraulic excavator) manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and remming of bottoms,lift upto 1.5 m,including getting out the excavated soil and disposal of surplus excavated soil as directed, within lead of 50m. All kinds of soil (DSR 2.8.1-2.36) |
| 6 | Carriage of earth by mechanical transport including loading, unloading Lead of 5 km complete in all respect to the entire satisfaction of the Engineer-In-Charge. |
| 7 | 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): 10 graded stone aggregate 40 mm nominal size) DSR 4.1.10 |
| 8 | Laying at or near ground level factory made old 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). |
| 9 | Laying at or near ground level factory made old 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). |
| 10 | 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) |
| 11 | 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). |
| 12 | Re-fixing of PCC Tiles/interlocking paver blocks including 20mm thick cement mortar 1:3.including re-handling of all material complete as per the directions of Engineer-in-charge. By using retrieved paver blocks. |
| 13 | 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. |
| 14 | 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) (DSR 6.1.1) |
| 15 | Providing and laying position cement concrete of specified grade excluding the cost of centring and shuttering , All work plinth level: - 1:2:4 (:1 cement : 2 coarse sand : 4 graded stone agg 12.5mm nominal size Complete in all respect to the entire satisfaction of the Engineer-In-Charge.(DSR 4.1.3) |
| 16 | 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 2 coats of synthetic enamel paint of approved brand complete in all respect to the entire satisfaction of Engineer-in-Charge. |
| 17 | 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. |
| 18 | 15mm cement plaster of mix: 1:4 (1 cement: 4 coarse sand) to the entire satisfaction of Engineer-in-Charge. (DSR 13.5.1) |
| 19 | Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand) Flush/ Ruled/ Struck or weathered pointing to the entire satisfaction of Engineer-in-Charge. (DSR 13.31.1) |
| 20 | Finishing walls with acrylic Smooth exterior paint of required shade:- New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 Kg/ 10 sqm. (DSR 13.46.1) Please Enable Macros to View BoQ information |
