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| 1 | 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. |
| 2 | 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.NS |
| 3 | 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. |
| 4 | Laying at or near ground level old channel of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves 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 | 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. , jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves, including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. |
| 7 | Dismantlling of existing G.I. Pipe railig 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. |
| 8 | 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 DSR 16.83 |
| 9 | 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 (i/c equivalent design mix) DSR 15.2.2 |
| 10 | 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. All kinds of soil. DSR 2.6.1 |
| 11 | 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 respect to the entire satisfaction of Engineer in Charge. |
| 12 | 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 |
| 13 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 20 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 14 | Providing and fixing 300x300mm heavy duty Chequered Tiles of ISI marked and name of manufacture embedded, rubber molded as per ISI Code 13801:2013 of 25 mm thick with minimum 6mm thick top layer with white cemnt 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 engineer in charge. |
| 15 | 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 12 Km and all lifts to entire satisfaction of Engineer in Charge. |
| 16 | Refixing and repair of old G.I. Pipe railing on ground by providing 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. |
| 17 | P/F 2\\" dia 2'-3\\" high G.I pipe (medium class) 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\\" dia Tee and elbow. Vertical members of railing are to be embaded in ground upto 9\\" depth and to be fixed in PCC 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 bootom of vertical members complete in all respect to the entire satisfaction of the E.I.C. |
| 18 | Providing and laying granular sub base by providing and laying, spreading and compacting course graded sub base material sand, morrow, graval, crushed stone of combination thereof confirming to grading –I of table 400.2 of MORTH specification (5th revision). The material shall be mixed by mix in place method or with rotavator at OMC and carried to site, spread in uniform layers and compacted with 8-10 tones smooth wheeled/Vibratory roller to achieve desired density. Complete in all respect as per clause 401 of MORT&H specification (5th revision) |
| 19 | Providing ,laying,spreading and compacting the stone aggregate of 63-45 mm gauge confirming to grading –II in table No. 400-9 of MORTH specification (latest revision as on date) to water bound macadam specifications including spreading in uniform thickness hand packing in rolling with 3 wheeled steel/vibratory roller 8-10 tone in stages to proper grade the camber applying and booming requisite type of screening binding material Qty. as per Table 400-10/11 to fill up the interstices of coarse aggregate wearing and compacting to the required density as per clause. 404 of MORTH specification (Latest revision) .complete in all respects to the entire satisfaction of Engineer In-charge. |
| 20 | Providing, laying, spreading and compacting the stone aggregate of 53-22.4mm gauge confirming to grading –III in table No. 400-9 of MORTH specification (latest revision as on date) to water bound macadam specifications including spreading in uniform thickness, hand packing and rolling with 3 wheeled steel/vibratory roller 8-10 tonne capacity in stages to proper grade, camber and layer. Applying and booming requisite type of screening binding material Qty. as per Table 400-10/11 to fill up the interstices of coarse aggregate of wearing layer and compacting to the required density as per clause. 404 of MORTH specification (Latest revision) .complete in all respects to the entire satisfaction of Engineer In-charge. |
| 21 | Providing and laying surface dressing as wearing course in single coat using crushed stone chipping 19 mm nominal size @ 0.015 cum per sqm on a layer of Bitumen VG-10 @ 1.20 kg per sqm laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per MORT&H specification (5th revision) to the entire satisfaction of the Engineer-In-Charge. |
| 22 | Providing and laying surface dressing as wearing course in single coat using crushed stone chipping 19 mm nominal size @ 0.015 cum per sqm on a layer of Bitumen VG-10 @ 1.0 kg per sqm laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per MORT&H specification (5th revision) to the entire satisfaction of the Engineer-In-Charge. Please Enable Macros to View BoQ information |
