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| 1 | Dismanteling concrete Cement concrete plain 1:4:8 or 1:5:10 |
| 2 | Cement concrete plain 1:2:4 mix |
| 3 | Taking out existing CC interlockingpaverblocksfrom footpath/ central verge/pavement, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall bemadeseparatelyand stacking of serviceable materialwithin50metrelead as per direction of Engineer-in-Charge. |
| 4 | Dismantling of Flexible Pavements (By Mechanical Means) Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications |
| 5 | 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 |
| 6 | 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 |
| 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. 250mm o/d pipe |
| 8 | Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @ 80.00 kg/per cum, 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 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mmnominal size) finished with a floating coat of neat cement,OrangecolouredPVC steps including RCC cover with frame complete as per standard design complete in all respects. Insidesize75x120cm and 120 cm deep |
| 9 | Insidesize90x150cm and 120 cm deep |
| 10 | Extrapayable for every 0.30 madditional depth of manhole chamber in item29.55upto 1.80 m increase in depth. Inside size 75x120 cm |
| 11 | Extrapayable for every 0.30 madditional depth of manhole chamber in item29.55upto 1.80 m increase in depth. Inside size 90x150 cm |
| 12 | Extrapayable for every0.30 madditionaldepthofmanhole chamber in item 29.55 beyond1.80mupto3.60m beyond addiational depth.Inside size 75x120cm |
| 13 | Extrapayable for every0.30 madditionaldepthofmanhole chamber in item 29.55 beyond1.80mupto3.60m beyond addiational depth.Inside size 90x150 cm |
| 14 | Construction of brick masonry inspection chambers size as given below upto 0.60 metre average depth in 1:5 cement sand mortar, C.C.1:4:8 ( 150mm thick) in foundation, cement concrete 1:2:4 benching 12.50mm thick cement plaster 1:2 with a floating coat of 1mm thick of neat cement,R.C.C. 1:2:4 slabs 100mm thick cement concrete topping 50mm thick with 455mm x 455mm, 455mm x 610mm inside R.C.C. inspection chamber cover and frame (Weight as per I.S.I specifications) painted with 3 coats of black bitumastic paint conforming toI.S.I complete as per standard design. 600mm x 900mm inside with 455mm x 455mm cover and frame light duty double seal |
| 15 | Extra for every 0.30 metre depth of inspection chamber 600mm x 900mm inside |
| 16 | Maintenance of Canal and Drain making dewatering arrangement by pumping set 4*4 (tractor driven) |
| 17 | Analysis of rates for repair of sewerage connection |
| 18 | Analysis of shifting water supply connection Please Enable Macros to View BoQ information |
