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| 1 | Mechanically pumping out of sewage water/ sludge from septic tanks / man holes / soakage well / filter bed by emptying liquid, semi solid, solid foul contents including cleaning of inlets, outlets and getting out by using sewage pumping vehicle or vacuume truck and filling the foul materials into covered tanks attached to suction pump and removing and disposing the same at a place meant for disposal of foul material outside MoD land, complete all as specified & directed by Engr-in-Charge. |
| 2 | M&L Cutting and clearing away all grass, vegetation, saplings, shrubs, brush-wood, under growth roots for making approach and surounding to septic tanks, arround manholes, manhole to manhole for sewage lines and removing rubbish upto a distance of 50 metres out side the periphery of the area under clearance, complete all as specified & directed by Engr-in-Charge. |
| 3 | M&L Mechanically cleaning of sewage line blockage, Manhole blockage by Hydro Jetting using high pressure water jets (1500 to 4000 PSI) and compresser to scour pipe interiors including removing grease, sediments debris and tree roots etc outside MoD land all as specified and directed by Engr-in-Charge. |
| 4 | Dewatering and manually cleaning of liquid sludge, soil, sediments debris accumulated in Manholes, gully traps and removing the wastage sludge outside MoD land and burried under ground (minimum 30 cm below ground level) including necessary excavation of pits in soft loose soil and returnig, filling in including sprinking of bleaching powder at the rate of 0.20 kg / Sqm and dressing of surplus soil around to slope, all complete as required and directed. all as specified and directed by Engr-in-Charge. |
| 5 | Excavation in trenches n.exc 1.50m wide and n.exc. 1.50m depth and getting out in any kind of soil , complete all as specified & directed by Engr-in-Charge. (Excavation shall be done manually to avoid any damage to elctric cable and water pipe line encountered during the excavation) |
| 6 | Returning, filling in incl spreading, leveling, watering and well ramming in layers n. exc 25cm all as specified.as in soft /loose soil, complete all as specified & directed by Engr-in-Charge. |
| 7 | Removing excavated materials exc 50 mtr but n.exc 250 mtr and depositing where directed at a level n. exc 1.5 mtr above the starting point in soils, complete all as specified & directed by Engr-in-Charge. |
| 8 | M&L Reinforced Concrete Pipes, Class NP2, 150MM bore laid in trenches and jointed complete with collars including demolition and breaking up old sewage SGSW/RCC pipe and removing the old pipe out side MoD land complete all as specified & directed by Engr-in-Charge. |
| 9 | M&L Reinforced Concrete Pipes, Class NP2, 200MM bore laid in trenches and jointed complete with collars including demolition and breaking up old sewage SGSW/RCC pipe and removing the old pipe out side MoD land complete all as specified & directed by Engr-in-Charge. |
| 10 | M&L Salt Glazed Stone Ware Drain Pipes 100mm internal dia bore (Grade 'A' pipe) laid in trenches and jointed as specified including demolition and breaking up old pipe and removing the old pipe out side MoD land, complete all as specified & directed by Engr-in-Charge. |
| 11 | M&L Salt Glazed Stone Ware Drain Pipes 150mm internal dia bore (Grade 'A' pipe) laid in trenches and jointed as specified including demolition and breaking up old pipe and removing the old pipe out side MoD land, complete all as specified & directed by Engr-in-Charge. |
| 12 | M&L Salt Glazed Stone Ware Drain Pipes 200mm internal dia bore (Grade 'A' pipe) laid in trenches and jointed as specified including demolition and breaking up old pipe and removing the old pipe out side MoD land, complete all as specified & directed by Engr-in-Charge. |
| 13 | M&L for Cement Concrete 1:4:8 type D-2 as concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested including forming cradles for 100mm bore pipe, complete all as specified & directed by Engr-in-Charge. |
| 14 | M&L for Cement Concrete 1:4:8 type D-2 as concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested including forming cradles for 150mm bore pipe, complete all as specified & directed by Engr-in-Charge. |
| 15 | M&L for Cement Concrete 1:4:8 type D-2 as concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested including forming cradles for 200mm bore pipe, complete all as specified & directed by Engr-in-Charge. |
| 16 | Cutting of undergrowth tree roots under floor manholes and sewage pipe line of any length, and trees not exceeding 30 cm girth (measured one metre above ground level) and removing rubbish outside MoD land all as specified and directed by Engr-in-Charge. |
| 17 | Demolition of brick work or stone masonary, built in cement mortar, complete all as specified & directed by Engr-in-Charge. |
| 18 | M&L brick work with fly ash bricks built in CM 1:6 with modular bricks 'B' bricks straight or curved on plan exc 6 mtr mean radius, complete all as specified & directed by Engr-in-Charge. |
| 19 | Taking down plastering in cement mortar on brick or stone wall/ ceilings etc including racking out joints hacking for key scrubbing down with water etc.complete all as apecified |
| 20 | M&L rendering 10mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 and finishing the surface even and smooth without using extra cement all as specificed and as per directed by Engineer-in-Charge. |
| 21 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing unsrviceable tiles/debries outside MoD land and rubbish off the premises complete all as specified. |
| 22 | M&L Anti-skid / Non skid ceramic coloured tiles 7 to 8 mm thick (square / rectangular) area of each tile exceeding 0.09 sqm but not exceeding 0.18 sqm, in floors including 15 mm thick screed bed or bedding layer of mortar in cement mortar 1:6 for lying floor finishes. set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified & directed by Engr-in-Charge. |
| 23 | M&L glazed ceramic coloured tiles 450x 300x 6 to 7mm thick on vertical surfaces such as dados including rendering 10 mm thick in CM (1:4) finished rought to receive wall tiles. wall etc set and jointed in neat cement slurry and pointed in white or coloured cement to match on vertical surfaces complete all as specified & directed by Engr-in-Charge. |
| 24 | M&L Chequered Cement Concrete Tiles 30cmx30cmx25mm thick including 20 mm thick screed bed or bedding layer of mortar in cement 1:6 for laying floor finishes set jointed and pointed in neat cement slurry with grey cement and pigments complete all as specified & directed by Engr-in-Charge. |
| 25 | M&L 25mm thick PCC (1:2:4) type B0 using 12.5mm graded stone aggregate as in padding concrete (levelling course) base course in floor complete all as specified and as directed by Engr-in-Charge. |
| 26 | Demolition of cement concrete(un-reinforced) in floors and paving n'exc 15cm thickness below or above ground floor, complete all as specified & directed by Engr-in-Charge. |
| 27 | M&L PCC 1:3:6 type C-2, 75 mm thick using 40 mm graded aggregate as Sub Base / Plinth Protection and Path complete all as specified & directed by Engr-in-Charge. |
| 28 | M&L PCC 1:4:8, type D2 (using 40mm graded stone aggregated) as in foundations, filling and mass concrete, complete all as specified & directed by Engr-in-Charge. |
| 29 | M&L PCC 1:2:4, type B1 (using 20mm graded stone aggregated) as in coping, benching to manholes/drain surface channel etc, complete all as specified & directed by Engr-in-Charge.incl necessary form work, complete all as specified & directed by Engr-in-Charge. |
| 30 | S&F in repairs 110mm bore Grade B PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or fix to wall with and including necessary GI clamps and and fitting complete all as specified & directed by Engr-in-Charge. (Note - Work to be done upto 8 to 10M height with all nessary Scaffolding) |
| 31 | S&F in repairs 75mm bore Grade B PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or fix to wall with and including necessary GI clamps and and fitting complete all as specified & directed by Engr-in-Charge.(Note - Work to be done upto 8 to 10M height with all nessary Scaffolding) |
| 32 | S&F in repair 110mm bore PVC (SWR) bend, elbow, junction T, etc with oval access doors, complete all as specified & directed by Engr-in-Charge. (Note - Work to be done upto 8 to 10M height with all nessary Scaffolding) |
| 33 | S&F in repair 75mm bore PVC (SWR) bend, elbow, junction T, with oval access doors, complete all as specified & directed by Engr-in-Charge. (Note - Work to be done upto 8 to 10M height with all nessary Scaffolding) |
| 34 | S&F in repair 110mm bore PVC (SWR) double or single Y branch piece equal or unequal with oval access doors, complete all as specified & directed by Engr-in-Charge. (Note - Work to be done upto 8 to 10M height with all nessary Scaffolding) |
| 35 | S&F in repair 75mm bore PVC (SWR) double or single Y branch piece equal or unequal with oval access doors, complete all as specified & directed by Engr-in-Charge. (Note - Work to be done upto 8 to 10M height with all nessary Scaffolding) |
| 36 | S&F in repair for PVC (SWR) vent cowl, bore of pipe in 75mm, etc complete all as specifed and directed. (Note - Work to be done upto 8 to 10M height with all nessary Scaffolding) |
| 37 | S&F in repair for PVC (SWR) vent cowl, bore of pipe in 110mm, complete all as specified & directed by Engr-in-Charge. (Note - Work to be done upto 8 to 10M height with all nessary Scaffolding) |
| 38 | M&L for PVC (SWR) floor trap, plain with grating including jointing with solvent cement, Diameter of outlet in 75 mm, complete all as specified & directed by Engr-in-Charge. |
| 39 | M&L for PVC (SWR) multi floor trap, plain with grating including jointing with solvent cement, Diameter of outlet in 75 mm, complete all as specified & directed by Engr-in-Charge. |
| 40 | S&F in repairs PVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement and all as directed |
| 41 | S&F in repairs PVC (SWR) S trap 125/110 mm, setting and jointing with solvent cement and all as directed |
| 42 | S&F in repairs PVC (SWR) P trap 125/110 mm, setting and jointing with solvent cement and all as directed |
| 43 | S&F in repairs Grating doom 100mm dia of PTMT (Minimum weight 25gms), complete all as specified & directed by Engr-in-Charge. |
| 44 | S&F in Repairs Stack clamps out of 50mm by 5 mm flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof for 100 / 110 mm dia pipe etc complete all as specified & directed by Engr-in-Charge. (Note - Work to be done upto 8 to 10M height with all nessary Scaffolding) |
| 45 | S&F in Repairs Stack clamps out of 50mm by 5 mm flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof for 75 mm dia pipe etc complete all as specified & directed by Engr-in-Charge. (Note - Work to be done upto 8 to 10M height with all nessary Scaffolding) |
| 46 | M&L PCC 1:2:4, type B1 (using 12.5mm graded stone aggregated) as in packing around and junction of PVC/CI (SWR) pipe of any dia rounded or chamfered on edges etc, including finishing the external wall surface with CM 1:4 and applying exteriour paint to match with the existing surface including necessary form work, complete all as specified & directed by Engr-in-Charge. (Note - Work to be done upto 8 to 10M height with all nessary Scaffolding) |
| 47 | Demolition of cement concrete of any description in any position (Reinforced), complete all as specified & directed by Engr-in-Charge. |
| 48 | S&F TMT bars 6mm dia and over upto and incl 8mm dia as in reinforced, incl binding with and incl MS wire (annealed) not less than 0.9mm dia , complete all as specified & directed by Engr-in-Charge. |
| 49 | M&L RCC 1:2:4, type B1 (using 20mm graded stone aggregate as in pre-cast cover slabs for manholes incl necessary form work set in CM 1:4, complete all as specified & directed by Engr-in-Charge.. (Reinforcement will be measured & paid separately) |
| 50 | M&L for Cast iron Nahani trap, with grating including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4), Diameter of outlet in 75mm, etc, complete all as specified & directed by Engr-in-Charge. |
| 51 | M&L for repair of PCC 1:2:4, brick work, plaster in CM 1:4 of gully trap of any size including jointing and connecting of sewage pipe upto 1st Manhole etc. all as specified and directed by Engr-in-Charge |
| 52 | Cutting into existing manholes for connecting new drains, making good to 100mm or 150mm dia pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section), , cutting out branch channel, and making good benchings in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required all as specified and directed by Engr-in-Charge |
| 53 | Raising of Manholes to match new road/ground level upto a required height minimum 15CM from the ground level and making good to brick wall after necessary hacking or taking down broken bricks/plaster and finished the same with plaster 1:4 all as specified and directed by Engr-in-Charge |
| 54 | Puncturing existing sewage pipe line (SGSW/RCC) to remove blockage, solid foul contants, sludge, tree roots etc and making good the same with CM 1:3 after clearing/cleaning the pipe all as specified and directed by Engr-in-Charge. |
| 55 | Supply and laying of factory made Grade M30 RCC perforated precast drain cover Slab thickness not less than 70MM. The drain cover shall have MS hooks at both direction for lifting purpose all as specified and directed by Engr-in-Charge. |
| 56 | S&F Cast iron work grade FG 150, unmachined, in brackets, gully traps, gratings, railing, frames,manhole covers, fire and soot doors, dampers, stop valve boxes, gate stops, parts of ranges, balusters and similar articles all as specified and directed. |
| 57 | S&F in Repair Vitreous China White Single Piece Water Closet including all fittings & Seat Cover etc complete all as specificed and as per directed by Engineer-in-Charge. (Make-Jaquar, Hindware, Parryware.) |
| 58 | S&F in Repairs, Vitreous China Wash Hand Basin with full pedestal White flat back size 530x410x 205mm including cutting and all necessary fittings for and pinning in ends of brackets or erecting stand etc including Fancy type CP Pillar Tap, Waste Coupling CP brass 32mm dia with long screwed shanks & fly nuts & PVC Waste Pipe complete all as apecified (Make-Jaquar, Hindware, Parryware.) |
| 59 | S & F in repairs, vitreous china wash down water closet pan ( Pedestal pattern) including \\"P\\" or \\"S\\" trap with necessary fixing arrangement including plastic water closet seat cover white with recessed bottom and cover fixed with aluminium hinging device complete all as apecified and directed |
| 60 | S&F in repairs, PVC low level flushing cistern 10 litres capacity complete all as specified |
| 61 | S&F in repairs for low density polythelyne pipes (LDPE) of pressure rating 6kgf/cm2 fixed complete to wall or in floors etc. as in outlet pipe for WHB etc. 32mm bore complete all as specified |
| 62 | M&L Cutting salt-glazed stoneware drain pipe of dia 100/150MM internal dia in position, including supplying, fixing and jointing double socket to old pipe, and jointing spigot end of new pipe to same with packed spun yarn and cement mortar l:l all as specified and directed. |
| 63 | S&F Intercepting traps of salt-glazed stoneware, with square ends to inspection arms for building flush into manholes and setting in cement mortar 1:1 complete, including concrete foundation of width and thickness as for pipes of same dia and haunching after setting. Cleaning arm to include a glazed ware stopper, galvanised iron bayonet joint (or other approved pattern) and galvanised iron lever (or trigger), galvanised iron chain, hook and ring all as specified and directed |
| 64 | S&F bottle trap of PTMT for 32 mm bore discharge pipe having minimum water seal of 25mm .(Minimum weight 32mm-260gms/40mm-270 gms) all as specified and directed |
| 65 | S & F in repairs, vitreous China squatting pan, 'Orissa' pattern, size 580 x 440 mm white with integral foot rest and 'P' or 'S' trap, including provision of lime concrete bedding, connection to trap and flushing pipe etc complete including making good to disturbed surfaces of floor to match with existing specifications as specified and directed. |
| 66 | M&L Cutting holes into or through stone walls built in cement mortar and making good in cement mortar 1:3 or cement concrete 1:2:4 type B-l as required superficial area exceeding 150 Sqcm and note exceeding 400 Sqcm all as specified and directed |
| 67 | Attending daily routine complaints for clearing all blockages in gully trap, floor trap, EWC, IWC, Kitchen sink and traps, WHB, P or S Traps etc cleaning of blockage by sucking by suction pumps etc including flushing and removing of grit, grease, sludge in entire Zone II area of MCEME. Clearing the sewage line between the overflowing Manholes, inspection chamber and from 1st manhole to branch sewer line, main sewer line, manholes of any size and depth and desludging completely including and and removal of foreign materials manually or mechanically or by way of any other suitable means and rodding with 6mm dia MS round bars / plain flexible Bamboo pieces tied with protective cushion / waste cloth on top till clearing the sewer lines between the blocked manholes and keeping the sewage line all time functional including periodical enspection using methods like manhole observation upto septic tank or central sewage treatment plant and / or soakage well complete (working in foul condition with taking suitable precautionary measures). The sludge obtained from the manholes and sewage line shall be removed and away from MD land.Note : Note 1 : Contractor will deploy 2 Nos sweeper and 3 Nos helper per day in the MES Office/ Complaint cell and they will report to the concerned JE / Engr-in-Charge daily at 9.00 AM to 5.00 PM. In case of emergency, cleaning labour will attend work on sunday/ holiday also.Note 2 : If any of the sweeper / helper fails to report daily to the concerned authority, a sum of Rs. 827/- will be deducted per men/day from the payment of the contractor.Note 3 : The sweeper / helper will always be in posession of the cleaning tools like 6mm MS round bar / rod, plain flexible bamboo pieces and cleaning pump with wooden / PVC handle. The rate quoted is deemed to be inclusive of the cost of T & P for maintenance/ cleaning work. Note 4 : The sweeper / helper shall always be used hand glow, Mask and gum boot for working in foul condition and follow the necessary precautionary hygiene measures to prevent infections. Please Enable Macros to View BoQ information |
