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| 1 | 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) |
| 2 | Cutting bituminous premix road surface excluding Water Bound Macadam and disposal of dismantled material within 50 m. lead. |
| 3 | Cutting water bound macadam roads including screening sorting and stacking of serviceable and disposal of unserviceable material within 50m lead. |
| 4 | 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. |
| 5 | Dismantling R.C.C/CC D.Q Stone/ sand stone slab flooring /footpath laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meters lead. |
| 6 | 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 ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift. |
| 8 | Constructing brick masonry circular road Gully chamber of 560mm internal dia 60cm deep with FPS brick of class designation 75 in cement mortar 1:4 (1cement :4 coarse sand ) over a bed concrete of 15cm. thick 115cm dia of mix 1:5:10 (1cement :5 Coarse sand :10 graded stone aggregate 40mm nominal size ) inside cement plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand ) finished with a floating coat of neat cement on walls and floors including providing the reinforced Gully grating cover and frame of 560mm internal dia metre 840mm external dia metre amendments including finishing and embedding the frame in 15cm thick Cement Concrete 1: 2: 4 (1cement :2 coarse sand :4 graded stone aggregate 20mm nominal size ) with gully grating complete as per direction and satifaction of Engineer -in -Charge. |
| 9 | Constructing of bell mouth (Silt chamber type) with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:4 (1cement :4coarse sand) of inside size 45x50x60 cm deep channel side wall to be 50cm deep below channel level over precast cement concrete cube at size15cmx15cmx15cm shall be fixed in form opening as bell mouth under the SFRC manhole cover frame of size 550x450mm opening with one rounding of to match the profile of cement concrete kerb stone including concrete 15cm thickproviding and laying bed concrete 15cm dia of mix 1:4:8 (1cement: 4coarse sand 8 graded stone aggregate 40mm nominal size) and 50mm thick 1:2:4 (1 Cement: 2 Coarse Sand: 4 graded stone aggregate 20mm nominal size) 12mm thick inside the cement plaster in side chamber with cement mortar 1:3 (1cement :3coarse sand) finished with a floating coat of neat cement finished including excavation foundation filling etc complete and to the entire satisfaction of Engineer-in-charge. |
| 10 | Repair of brick masonry circular road Gully chamber of 560mm internal dia 60cm deep with FPS brick of class designation 75 in cement mortar 1:4 (1cement :4 coarse sand ) inside cement plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand ) finished with a floating coat of neat cement on walls and floors including providing the reinforced Gully grating cover and frame of 560mm internal dia metre 840mm external dia metre amendments including finishing and embedding the frame in 15cm thick Cement Concrete 1: 2: 4 (1cement :2 coarse sand :4 graded stone aggregate 20mm nominal size ) with gully grating of MD-10 complete as per direction and satifaction of Engineer -in -Charge. |
| 11 | Repair of bell mouth (Silt chamber type) with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:4 (1cement :4coarse sand) of inside size 45x50x60 cm deep channel side wall to be 50cm deep below channel level over precast cement concrete cube at size15cmx15cmx15cm shall be fixed in form opening as bell mouth under the SFRC manhole cover frame of MD-10 of size 550x450mm opening with one rounding of to match the profile of cement concrete kerb stone and 12mm thick cement plaster in side the chamber with cement mortar 1:3 (1cement :3coarse sand) finished with a floating coat of neat cement finished complete and to the entire satisfaction of Engineer-in-charge. |
| 12 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 13 | Cement plaster (1:3) (1 Cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm Cement Plaster |
| 14 | Neat cement punning |
| 15 | Providing and laying non- pressure NP2 class (light duty) R.C.C. pipes with collars/ R.C.C. pipe jointed with stiff mixture of cement mortar in the proportion of 1: 2 (1cement : 2fine sand ) excluding testing of joints etc complete (a) 250mm dia RCC pipe. |
| 16 | Providing and laying non- pressure NP2 class (light duty) R.C.C. pipes with collars R.C.C. pipe jointed with stiff mixture of cement mortar in the proportion of 1: 2 (1cement : 2fine sand ) excluding testing of joints etc complete. (a) 450mm dia RCC pipe. |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform |
| 18 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 19 | 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 20mm nominal size). |
| 20 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 21 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 22 | Laying old DQ stone flooring of size 100x100 mm and 70mm to 80mm thick laid over 20mm (average) thick base of cement mortar 1:4 (1 cement: 4coarse sand) and jointing and pointing with pointing with cement mortar 1:4 (1 cement: 4 coarse sand) etc. complete as direction of Engineer-In-charge. (Old DQ stone will be provided at site free of cost). |
| 23 | Providing and fixing DQ stone flooring of size 100x100 mm and 70mm to 80mm thick laid over 20mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) and jointing and pointing with pointing with cement mortar 1:4 (1 cement: 4 coarse sand) etc. complete as direction of Engineer-In-charge. |
| 24 | 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) |
| 25 | 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 and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 26 | Cleaning and desilting of drainage channel (Open drain), including removal and placing of existing RCC slab on top of channel and removal of rubbish mixed with earth etc. and stacking of silt malba upto 25 metres lead as per direction of Engineer-in-Charge. |
| 27 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. Please Enable Macros to View BoQ information |
