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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.DSR 16.82 |
| 2 | 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. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost). DSR 16.85 |
| 3 | Providing and fixing PCC kerbs of size 1’-0” x 1'-0” 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 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. Length of finished kerb edging shall be measured for payment. |
| 4 | Providing and fixing PCC kerbs of size 1’-0” x 1'-0” having 6” 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 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. Length of finished kerb edging shall be measured for payment. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) DSR 4.1.2 |
| 6 | 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 |
| 7 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. :Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). DSR 15.2.1 |
| 8 | 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 kind of soil. DSR 2.8.1 |
| 9 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground(C&D Plant) or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 10 | 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. |
| 11 | Construction of granular sub-base by providing Material conforming to Grading-II --- Table 400-1 including mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller 8 to 10 tonne to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge & as per clause 401 of MORTH specifications (5th revision) |
| 12 | 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. |
| 13 | Providing, laying, spreading and compacting the stone aggregate of 53-22.4mm 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 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. |
| 14 | Providing and laying surface dressing as wearing coarse in single coat using crushed stone aggregates of 13mm nominal size as per table 500.21 of MORT&H specification @ 0.010 cum per sqm on a layer of bituminous binder grade VG-10 bulk laid @ 1.0 Kg per sqm on prepared surface and rolling with 8-10 tone smooth wheeled roller including cost of bitumen.complete in all respects to the entire satisfaction of Engineer In-charge. |
| 15 | Providing and laying 30 mm thick Bituminous Concrete produced with HOT Mix Plant using crushed aggregates confirming to Grading 2 of Table 500-18 premixed with straight run bitumen of VG-30 grade @ 5.65%(by wt. of total mix) & use 1% Anti stripping admixture (dense liquid form) by weight of Bitumen, transported to site laid with paver finisher to required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction & complete as per Clause 507 of MORT&H specifications (5th revision). |
| 16 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.DSR 2.27 |
| 17 | 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) |
| 18 | Laying old cement concrete Paver Block of any design/ shape laid in required line, level, curvature, 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. |
| 19 | 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. |
| 20 | Providing and fixing 300x300mm High Density Chequered of make NTC, NITCO, Sham Tiles rubber moulded Chequered tiles 25mm thick 5-7mm 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 the tiles on 20mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand) complete in all respect to the entire satisfaction of Engineer-in-charge. |
| 21 | Providing & Fixing 50 mm nominal dia medium class (3.6 mm thickness) G.I pipe railing with height of 2’-3\\" feet above ground level and 1’-6\\" below ground level having vertical members to be fixed 7'-3\\" from centre to centre. The horizontal & vertical members of railing are to be connected by means of G.I. Tee and elbow. A cross made up of 9\\" long piece of MS flat of section 50 x 5mm to be welded at the bottom of vertical members embedded in cement concrete 1:2:4 block size of 1'-0\\" x 1’0” x 1’-6”. The rates also includes cost of making pit on all type of surfaces, repair it surrounding area with same material, welding all joints, all leads and lifts of material, malba etc. complete in all respect to the entire satisfaction of the Engineer-in-charge. |
| 22 | Dismantling, straightening, repair and refixing of old MS Flat railing complete in all respects to the entire satisfaction of Engineer-in-Charge . |
| 23 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade. One or more coats on old work. DSR 13.99.1 Please Enable Macros to View BoQ information |
