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| 1 | 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 seperately and shall be made seperately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge |
| 2 | Excavation in trenches with straight or open cutting in streets, lanes or in open areas for intramural sullage drains, intramural intercepting drains and outfall drains storm water channels and other work contingent or incident thereto, by mecanical means (JCB or Hydraulic excavator) including manually dressing of bed, trimming of sides and sides slopes to full dimensions and depth as shown on the drawings or as shall be required by Engineer-in-charge including dressing to correct sections and dimensions according to templates and levels, dewatering of rain water, diversion of traffic, providing and fixing and maintenance of caution boards, fencing, night signals, watching etc. subsequent refilling , watering and dressing upto ground level for lead upto 15 m and for all lifts including disposing surplus soils up to 15 metre complete in all respects. Depth upto 2.00 m. All kinds of soil except rocky |
| 3 | 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 |
| 4 | Constructing brick masonry manhole in cement mortar 1:5 (1 cement : 5 coarse sand ) with RCC cover wall between masonry, R.C.C top slab 20mm thick using M-20 mix, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame internal dimensions.complete as per standard design (In water logged area). Inside size 75x120 cm and 120 cm deep |
| 5 | Inside size 90x150 cm and 120 cm deep |
| 6 | Extra payable for every 0.30m additional depth of manhole chamber in item 29.55 upto 1.80 m increase in depth Inside size 75x120 cm |
| 7 | Inside size 90x150 cm |
| 8 | Extra payable for every 0.30m additional depth of manhole chamber in item 29.55 beyond 1.80 m upto beyond additional depth Inside size 90x150 cm |
| 9 | Cement Concrete 1:6:12with brick ballast 40mm gaugemixing by manual means |
| 10 | FLOORING & DADOSProviding and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibration 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 footpaths). |
| 11 | Maintenance of canal and drain Making dewatering arrangement by pumping set 4*4 |
| 12 | Water supply connection |
| 13 | Sewer connection |
| 14 | Loading and unloading by mechanical meansStone (building or pitching ) Sand, Earth, Fly Aish, Bajri, Shingle, Spalls, Brick bats, Brick ballast and Stone metal Please Enable Macros to View BoQ information |
