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| 1 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-Charge |
| 2 | Excavation in trenches not exceeding 1.5m wide and exceeding 1.5m deep but not exceeding 3.0m in deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-Charge |
| 3 | Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick soft/loose soil all as specified and as directed by Engineer-in-Charge. |
| 4 | Removing excavated soil to a distance exceeding 1.5 Km but not exceeding 5 Km and depositing where directed outside MD land complete all as specified and as directed by Engineer-in-Charge. |
| 5 | Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar of size 150mm bore complete all as specified and as directed by Engineer-in-Charge.Note- Earth work shall be measured and paid separately. |
| 6 | Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar of size 200mm bore complete all as specified and as directed by Engineer-in-Charge.Note- Earth work shall be measured and paid separately. |
| 7 | Material and labour for reinforced concrete pipes, 150mm bore with collars, class NP-2, laid in trenches and jointed in cement mortar 1:1 with spun yarn etc complete all as specified and as directed by Engineer-in-Charge.Make : Indian hume pipes/ Everest/ Himalaya/ Thuluvananikal Pipes |
| 8 | Material and labour for reinforced concrete pipes,200mm bore with collars, class NP-2, laid in trenches and jointed in cement mortar 1:1 with spun yarn etc complete all as specified and as directed by Engineer-in-Charge.Make : Indian hume pipes/ Everest/ Himalaya/ Thuluvananikal Pipes |
| 9 | Material and labour for cement concrete 1:3:6, type C2 (using 40mm graded stone aggregate), as bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested in as specified in Clause 18.68 of MES schedule Part I, bore of pipe 150mm bore of pipe complete all as specified and as directed by Engineer-in-Charge |
| 10 | Material and labour for cement concrete 1:3:6, type C2 (using 40mm graded stone aggregate), as bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested in as specified in Clause 18.68 of MES schedule Part I, bore of pipe 200mm bore of pipe complete all as specified and as directed by Engineer-in-Charge |
| 11 | Material & Labour for cutting into existing manholes for 150mm internal dia of pipes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete (1:2:4) type B1, smooth finished and reforming benching as required complete all as specified and as directed by Engineer-in-Charge. |
| 12 | Demolition of brick work/stone masonry built in cement mortar or cement lime mortar including all quoins, arches, pillars, PCC coping etc, but excluding ashlar facings, dressed stonework and precast concrete articles and removing of debris outside MD land complete all as specified and as directed by Engineer-in-Charge. |
| 13 | Material and labour for brick work with sub class 'B' bricks, straight or curved on plan, exceeding 6 m mean radius, built in cement mortar 1:6 complete all as specified and as directed by Engineer-in-Charge. |
| 14 | Material and labour for rendering 15mm thick plaster in two coats ( 10mm thick backing coat & 5mm thick finishing coat) in cement mortar (1:4) on fair surfaces of the brick, PCC block or concrete surfaces, mixed with waterproofing compound @ 3% by weight of cement or as per manufacturer's instructions and finishing the surfaces even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.complete all as specified and as directed by Engineer-in-Charge. Note: waterproofing compound shall be measured and paid separately |
| 15 | Supply only integral water proofing compound ISI marked complete all as specified and as directed by Engineer-in-Charge.Make : Pidilite Industries Ltd, Taloja /Super Aquacem (India) Ltd /FOSROC/Siko/Dr Fixit |
| 16 | Material and labour for Plain Cement Concrete 1:2:4 type B2 using 40mm graded stone aggregate as in foundation / mass concrete/filling as foundation of manholes complete all as specified and as directed by the Engineer-in-charge |
| 17 | Material and labour for Plain Cement Concrete 1:2:4 type B2 using 40mm graded stone aggregate as inbenching of manhole and for surface channels including necessary formwork for fair finished surface setc complete all as specified and as directed by the Engineer-in-charge |
| 18 | Demolition of reinforced cement concrete of any description in any position (reinforcement cut as required to facilitate demolition) as in manhole cover and simillar and removing concrete debris and depositing outside MD land all as specified and as directed by Engineer-in-Charge. |
| 19 | Material & Labour for Fiber Reinforced Polymer (FRP) manhole cover for a 5-ton (5,000 kg) capacity, heavy-duty, corrosion-proof and anti-theft solution designed , Making sure that the level of the frame should match the road, concrete bed shall be prepared considering the height of the frame, Frame should be allowed to set in concrete for a minimum time of 48 hours., Locked Facility shall be available in Manhole Cover with Hinges all as specified and as directed by Engineer-in-Charge. |
| 20 | Material and labour for cleaning of manholes of any type/ size/ thickness and not exceeding 1.50 metre depth including pumping out liquid sludge/waste materials, removing all solid materials such as stones, bricks, pipes, plastic articles etc., from the manholes / chambers, plugging or diverting of flow if required including taking all precautionary and safety measures such as gas mask, use of safety belt and cell torch for lighting inside manholes, spreading bleaching powder on the silt removed to avoid bad smell including cleaning of surrounding area of manhole upto 1.0m from the edges etc complete all as specified and as directed by Engineer-in-Charge. |
| 21 | Systematically cleaning mud / sludge from the drain of any size and depth including all precautionary and safety measures as required and removing the debris out side MD land complete all as specified and as directed by Engr-in-Charge. |
| 22 | Supply and fix PVC (SWR), type B, single socketed in any length with rubber ring joints, 110mm dia, laid in trenches or floor complete all as specified and as directed by Engineer-in-Charge.Make : Prince / Supreme / Finolex |
| 23 | Material & Labour for Formwork to soffits of suspended slabs such as floor slabs, roof slabs, landings and similar work not exceeding 200mm thick (horinzontal or sloping) for fair finish surface of concrete complete all as specified and as directed by Engineer-in-Charge. |
| 24 | Demolition of cement concrete (unreinforced) of any description and in any position, not otherwise specifically provided for and removal of rubbish outside MD land etc complete all as specified and as per directed all as specified and as directed by Engineer-in-Charge. |
| 25 | Material & Labour for 75mm thick Plain Cement Concrete 1:4:8 type D2, using 40mm graded stone aggregate as in sub base of flooring and finished even and fair complete all as specified and as directed by Engineer-in-Charge |
| 26 | Material and labour for heavy duty coloured chequered tiles of size 300x300x25mm thick (+/-) in approved design, colour manufactured by rubber mould techhnology, conforming to IS 13801 for wear/abrasion, resitance, water absorption, wet tranverse strenght, fitness, perpendicularity and straigtness and ASTM:303, tiles shall be manufactured in two layers, top layer (minimum 6mm thick), should be silica sand, graded marbel stone aggregate with white cement \\"Bayer\\" pigments conforming to relevent IS code and bottom layer could be in grey cement, laid over and including cement including cement screed bed 20 mm thick in CM 1:6, jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of the complete all as specified and as directed by Engineer-in-Charge. Make- Ultra tiles Pvt Ltd, Duracrete Tiles or Eurocon Tiles |
| 27 | Material and labour for 100mm thick Plain Cement Concrete 1:2:4 type B-2, using 40mm graded stone aggregate as in sub base of flooring and finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge |
| 28 | Material and labour for extra for forming fair finished drain or channel 30cm inner girth in cement concrete with using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified and as directed. |
| 29 | Supply and fix in repairs PVC (SWR) single socketed rain water pipes/ soil waste pipes with rubber ring joints, 110mm dia, fixed to walls or in weep hole complete all as specified and as directed by Engineer-in-Charge.Make : Prince / Supreme / Finolex/Astral |
| 30 | Supply and fix in repairs PVC (SWR) single socketed rain water pipes/ soil waste pipes with rubber ring joints, 75mm dia, fixed to walls complete all as specified and as directed by Engineer-in-Charge.Make : Prince / Supreme / Finolex/Astral |
| 31 | Supply and fix in repairs PVC (SWR) bends, any radius with access door, 75mm dia. complete all as specified and as directed by Engineer-in-ChargeMake : Prince / Supreme / Finolex/astral |
| 32 | Supply and fix in repairs PVC (SWR) bends, any radius with access door, 110mm dia. complete all as specified and as directed by Engineer-in-ChargeMake : Prince / Supreme / Finolex/astral |
| 33 | Material & Labour for cleaning of septic tank (500 users) (hume pipe / masonry), by opening cover, pumping out liquid sludge/ waste materials, taking out sludge, night soil etc and taking off the waste outside MD land as per BMC rules and placing the existing cover in original position, making good the joints and taking all precautionary and safety measures such as gas mask, use of safety belt and cell torch for lighting inside septic tank, including spreading bleaching powder on the silt removed to avoid bad smell complete all as specified and as directed by Engineer-in-Charge.NOTE for the Work- The cost of the work is inclusive of all the temporary arrangements, materials & labour required for diversion of sewage/refuse wherever required & felt necessary as per site conditions, complete all as specified and as directed by Engineer-in-Charge. |
| 34 | All as same as per item no.33 here-in-above but capacity of septic tank 250 users |
| 35 | All as same as per item no.33 here-in-above but capacity of septic tank 150 users |
| 36 | All as same as per item no.33 here-in-above but capacity of septic tank 100 users Please Enable Macros to View BoQ information |
| 37 | All as same as per item no.33 here-in-above but capacity of septic tank 100 users Please Enable Macros to View BoQ information |
