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| 1 | Dewatering of following including disludging of sludge at bottom in foul condition including taking out other dirty and flithy materials from manhole and septik tanks by sewage pumps or manually using buckets/baskets lifting the same upto 4.50 m depth of tank / MH and removing outside MD land including cleaning/clearing for following:- |
| 2 | Manhole of any dimension upto 1.5 m deep |
| 3 | Manhole of any dimension exc 1.5 m but n exc 3.00 m deep |
| 4 | Septik tank upto 10 User capacity |
| 5 | Septik tank upto 50 User capacity |
| 6 | Septik tank exc 50 but n exc 100 User capacity |
| 7 | Septik tank exc 100 but n exc 200 User capacity |
| 8 | Cleaning of SWG/RCC Sewage line of 150mm bore dia of pipe of foul condition by rodding the drain/sewage line using flexible rod/suitable device or by any other means for removing blockage from sewar line, mud, silt and any other debries obtained from sewage line with water to remove blockage and cleaning the entire rubbish, sludge etc and burrying the material obtained from sewage line including all precautionery and safety measures etc complete all as specified and directed. |
| 9 | All as per item No. 02 above for 200 mm dia pipe complete all as specified and directed by Engineer-in-Charge. |
| 10 | Removing blockage from water closet, floor or gully or Nahani Trap traps and bends by rodding thoroughly and pouring water under pressure and Cleaning, clearing the drainage to efficient and Smooth flow of sludge/waste water all as specified and directed by Engineer-in-Charge. |
| 11 | Demolition of cement concrete (reinforced )as in manholes cover complete all as specified and directed by Engineer-in-Charge. |
| 12 | M&L for precast cement conrete (1:2:4) type B-1 (20mm graded stone agg) as in cover slabs for man holes, set and jointed in CM (1:4) complete all as specified and directed Note:- Reinforcement shall be measured and paid separately. |
| 13 | M & L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hooping for columns and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed. |
| 14 | Ditto as per item No 7 above but 5 mm dia and over upto and including 10 mm dia in stirrups, spacers and binders complete all as specified and directed. |
| 15 | M&L for mild steel TMT bars 6 to 8 mm and over dia cut to length, bent to shape required incl cranking, bending, hooking ends & binding with & incl mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed by Engineer-in-Charge. |
| 16 | Demolition brick or stone masonary built in cement mortar including all quoins arches pillars etc but excluding ashlars facing dressed stone work and precast concrete block, complete all as specified |
| 17 | M&L for brick work with sub class 'B' brick in cement mortar 1:6, straight or curved on plan exc 6 m mean radius, complete all as specified |
| 18 | Taking down cement or cement lime plaster on brick or stone walls , etc including raking out joints, hacking for key, scrubbing down with eater etc,complete all as specified. |
| 19 | M&L for rendering 15mm thick in CM (1:4) on fair faces of brick work or concrete surface incl mixing of water proofing compound finished even & smooth with using extra cement complete all as specified and directed by Engineer-in-Charge.(Note: WPC shall be measured & paid seperately) |
| 20 | Supply only liquid water proofing compound. |
| 21 | Dismantling/ taking down AC waste / vent pipes / PVC Pipe fixed to walls with all fittings/ accessories 100 mm dia pipes all as specified and directed by Engineer-in-Charge |
| 22 | S&F PVC (SWR) pipes, single socketed, in any length with rubber ring joints fixed to walls, or laid in trenches bore of pipe 110 mm dia complete all as specified and directed by Engineer-in-Charge. |
| 23 | S&F 110 mm dia PVC (SWR) bends, any radius with access door complete all as specified and directed by Engineer-in-Charge. |
| 24 | S&F 110 mm dia PVC (SWR) branch piece (Single Y) equal or unequal complete all as specified and directed by Engineer-in-Charge. |
| 25 | S&F 110 mm dia PVC (SWR) branch piece double, (Double Y) equal or unequal complete all as specified and directed by Engineer-in-Charge. |
| 26 | S&F 110 mm dia PVC (SWR) vent cowl complete all as specified and directed by Engineer-in-Charge. |
| 27 | S&F PVC (SWR) pipes 75 mm dia ,single socketed in any length with rubber ring joints fixed to walls complete all as specified and directed by Engineer-in-Charge. |
| 28 | S&F PVC (SWR) bends any radius, 75mm dia pipe complete all as specified and directed by Engineer-in-Charge. |
| 29 | S&F PVC (SWR) branch piece, single (single Y) equal or unequal,for 75mm dia pipe complete all as specified and directed by Engineer-in-Charge. |
| 30 | S&F PVC (SWR) branch piece, double (double Y), equal or unequal,for 75mm dia pipe complete all as specified and directed by Engineer-in-Charge. |
| 31 | S&F 75 mm dia PVC (SWR) vent cowl complete all as specified and directed by Engineer-in-Charge. |
| 32 | Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortat for 150 mm dia pipes, all as specified and directed by Engineer-in-Charge. |
| 33 | All as item No. 26 above but for internal dia of pipe 200mm dia complete all as specified and directed . |
| 34 | M&L for reinforced cement concrete pipes class NP-2 , laid in trenches & jointed complete with collars, dia of pipe 150 mm complete all as specified and directed by Engineer-in-Charge. |
| 35 | All as item No. 28 above but for 200 mm dia of pipe complete all as specified and directed by Engineer-in-Charge. |
| 36 | M&L concrete bed to drain pipe of 150 mm dia including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C2 using 40 mm graded stone aggregate complete all as specified and as directed by engineer-in-Charge |
| 37 | All as item No. 30 above but for 200 mm dia RCC pipe. |
| 38 | Supply and fix in repair hume pipe septic tank 10 users capacity inclding all excavation earth work required and demolition and removal of old septic tank (any size) and removal of debris and connecting the new septic tank to the incoming sewer lines and connectd to soak pit as directed. |
| 39 | Demolition of cement concrete ( unreinforced) in ground floors and paving n exc 15 cm thickness (below or above ground level) complete all as specified and as directed. |
| 40 | M & L for 75 mm thick PCC type D-2 1:4:8 (40 mm graded aggregate) as in sub base for tiling complete all as specified and as directed |
| 41 | M & L for Chequered cement concrete tiles of 30 cm x 30cm x 25 mm thick with grey cement and pigment,set and jointed in neat cement slurry in floors including 15 mm thick screed bed or bedding layers in cement mortar 1:6 for laying tiles complete all as specified and as directed. |
| 42 | M & L for cement concrete Type C2 1:3:6 (using 40mm graded aggregates) as in plinth protection 75 mm thick finished top surface even and smooth without using extra cement complete all as specified and as directed. |
| 43 | M & L for precast concrete interlocking paver block rubber moulded any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 Grade with grey cement and pigment over 25 mm thick sand cushion complete all as specified and as directed. |
| 44 | M&L PCC (20 mm graded aggregate)1:3:6 Type C1 Providing, cement concrete in roof kerbs or mud stops, rounded or chamfered on edges |
| 45 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) removing serviceable tiles to store and rubbish off the premises complete all as specified and directed . |
| 46 | M & L non skid coloured ceramic tiles 7 to 8 mm thick area of each tiles exceeding 0.06 sqm but not exceeding 0.11 sqm , in floors, etc.set and jointed in neat cement slurry and pointed in white or coloured cement to match. Including 15 mm thick screed bed or bedding layer in cement mortar 1:6 complete. |
| 47 | M & L Glazed ceramic tiles in vertical surface 350mmx250mm/450mm x350x7mm thick, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of the tiles incl backing coat 10mm thick in CM 1:4 all as direced. |
| 48 | S&F in repairs vitreous china squating pan Orissa pattern of size 580x440 mm white with integral foot rest (excluding flushing cistern and flush pipe) all as specified and as directed by Enginner-in-Charge |
| 49 | S&F vitreous china premium / 1st quality wash down water closet EWC white/ivory/off white incl all necessary accessories (excluding flushing cistern and flush pipe) all as specified and as directed by Enginner-in-Charge |
| 50 | S&F as in repairs PVC low/high level flushing cristern white 10 litre capacity incl PVC inlet pipe with brass check low level full both sides alongwith PVC flush pipe 32mm dia jointed to WC and handle incl brackets all as directed. |
| 51 | S/F in repairs Vitreous china wash basin white flat back size (630x450) mm including , waste pipe and plug and porcelain stopper and brackets incl cutting for and pinning in ends of brackets or erecting stand along with 32mm dia CP waste coupling and UPVC waste pipe incl Bottle trap of PTMT 32mm dia having minimum water seal of 25mm .(Minimum weight 32mm-260gms/ 40mm-270 gms) complete all as directed. |
| 52 | S&F in repair brass chromium plated bottle traps 32 mm dia for wash basin with inlet and outlet screwed for pipe or connection including necessary packing, union and cap and fixed |
| 53 | S & F in repairs pillar taps fancy type cromium plated with capstan heads, chromium plated, screwed down high pressure, and fly-nuts, screwed for iron pipe and fixed for 15 mm dia pipe complete all as specified and directed . |
| 54 | S&F in repair Health faucet (ABS body) mild steel chromium plated suitable for 15mm dia pipe with 1.25 mtr long flexible tube and ABS wall hook including making connection and fixed in position complete all as specified and as directed by Engineer-in-Charge |
| 55 | S&F in repair bib tap 15mm dia fancy type with long body all as specified and as directed by Engineer-in-Charge |
| 56 | S&F in repairs PVC connections 15mm size with PTMT nuts of length 450mm complete all as specified and directed. |
| 57 | M&L PVC (SWR) floor trap, plain with grating including jointing with solvent cement 75 mm Dia |
| 58 | Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth for foundation etc. or for manholes, cesspits, shafts etc. not exc. 10 Sqm on plan and getting out in hard/dense soil complete all as specified and directed. |
| 59 | Excavation over areas 1.50m in depth for foundation etc or for shaft, wells, cesspits, manholes , pier holes etc n exc 10 Sqm on plan and n exc 1.50 m in depth and getting out in soft/loose soil. |
| 60 | Excavation over areas for depth beyond 1.50 mtr in soft/loose soil and getting out |
| 61 | M&L for cement concrete in foundations, filling and mass concrete in cement concrete type C-2 1:3:6 (40 mm graded stone aggregate) |
| 62 | M & L for RCC 1:2:4 type B-1 using 20mm graded stone agg as in slab supported on walls, beams and columns in floor, roof landing, balconies, canopies, dech slab and in shelves and the like |
| 63 | M&L Use & Waste of form works to soffits of suspended slabs such as roof slabs, floor slabs, landing and similar work, rough finished surfaces not exceeding 200mm thick |
| 64 | M & L for PCC 1:2:4 type B-2 as in surface channel |
| 65 | Returning, filling in including spreading, leveling, watering & welling ramming in layers n.exe 25cm th. |
| 66 | Removing excavated material n.exe 50m & depositing where directed at a level n.exe 1.5m above the starting point. |
| 67 | M & L for PCC 1:2:4 type B-0 using 12.5mm graded stone agg in coping etc |
| 68 | M&L for hardcore of basalt/trap broken stone gauge exc 63 mm but n.exc 100 mm size, deposited, spreading and levelled in layers and watered and rolled, rammed to true surfaces all as specified and directed by Engineer-in-Charge |
| 69 | NOTE : All complaints related to the sewerage system must be attended and resolved within 24 hours of registration. A minimum of one sweeper with helper shall be present daily at the office on a regular basis for routine maintenance and emergency response. Please Enable Macros to View BoQ information |
