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| 1 | Dismanteling concretecement concrete pain 1:2:4 mix |
| 2 | Taking out existing CC interlocking paver blocks from footpath/ central verge/pavement, 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 |
| 3 | Cement concrete 1:8:16 With stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 4 | cement conrete m-20 wit volometric mixer as per AOR |
| 5 | Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for EHD and HD). RCC Man hole cover with Frame 560mm i/d RCC man hole cover withframe as per ISI Extra Heavy duty |
| 6 | Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for EHD and HD). RCC Man hole cover with Frame 450mm i/d RCC man hole cover withframe as per ISI Light duty |
| 7 | Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class-SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects. 200mm o/d pipe |
| 8 | Providing and fixing RCC road gully grating & frameRCC road gully grating & frame size 610mm*457mm |
| 9 | RCC road gully grating & frame size 610mm*300mm |
| 10 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement: 2 coarse sand :4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:2 (1 cement : 2 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete. For pipes 100 to 250 mm Diametre |
| 11 | Providng and fixing RCC man hole covers only500mm i/d rcc man hole cover only as per isi MEDIUM DUTY |
| 12 | 455x610 mm rectangular RCC man hole cover only as per ISI |
| 13 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibro- hydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge IS code 15658 (2006) for non traffic areas and streets having width less than 3.05 mt (also not to used over footpath) |
| 14 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibro- hydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge IS code 15658 (2006) for non traffic areas and streets having width less than 3.05 mt (also not to used over footpath) |
| 15 | laoding and unloading by mechanical meansstone (buildings, pr pitching) sand, earth, fly, ash, bajri, shingle, spalls, brick bats, brick ballast and stone metals |
| 16 | carriage 5.2Earth, surkhi, sand, earth, fly, ash, bajri, ballast, stone boulders, kankar and building rubbish., earth 5.0 km |
| 17 | earth work of silt clearance of channels and drains kassi work undressed involving an average horizontal throw up to 2 metres and average vertical lift up to 0.5 mtrs |
| 18 | contigency 3% |
| 19 | 0.5as per clause no 2.1 Please Enable Macros to View BoQ information |
