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| 1 | Taking out muddy/ sewage water from manholes, soakage pit/ septic tanks of any size, depth and capacity by using of mechanical sewage/ mud water disposal pump set and dispossed off muddy/ sewage water in a closed container vehicle to a distance outside MD land complete all as specified and directed by Engr-in-charge. Note:- All labour and T&P i.e. sewage water pump set, diesel, transportation of pump set from one place to other place, suction pipe, delivery pipe and manpower, prepair approach to working site/ point etc required for above work, shall be deemed included in unit rates quoted by the contractor and nothing extra shall be admissible on this account. |
| 2 | Removing blockage including cleaning of SGSW / PVC/ CI pipe upto and including 100 mm bore in any length from gulley trap to 1st manhole by rodding / choke remover, manually or otherwise including removing & refixing manhole covers of 1st manhole complete all as specified and directed by Engr-in-charge. |
| 3 | Site clearance soft loose soil including clearing away all grass vegetation, saplings,shrubs, brushwood, undergrowth,roots,and trees not exceeding 30 cm in girth (measured at a height of one meter above ground level) and removing entire rubbish out side MOD land complete all as specified and directed by Engineer in charge. |
| 4 | Removing existing man hole cover and cleaning/ desludging, descaleing, dechocking of existing Manhole/Septic tank/ Sockage well of any description, size and depth with combined high pressure water jetting cum suction (vacuum) type machine minimum 2000 ltr capacity tank mounted on LCV/HCV and having facilities of high pressure vacuum and provn of hydraulic through high pressure thermo plastic fiber based jetting hose and conical round shape nozzle pipe and flushing after cleaning including removing the same in the tank to place outside MOD land all as per existing rules and regulations of civil authorities and flushing the same with fresh water etc complete all as specified and directed.Note : Log book for above T&P properly mantained by Contractor and verified by Engr-in-Charge before process of payment. |
| 5 | Removing existing man hole cover and cleaning of existing sewage line of any dia and any depth and size including manholes upto 1.5mtr depth by mechanical Jetting/rodding machine with sufficent pressure and rodding to clear the line without damageing the pipes by removing from sludge chambers (PVC/ SGSW/RCC hume pipe ) gully trap of any size and shape up to any depth by pumping out /removing liquid waste / sewage , plugging the ends pipe or diverting the flow into drains if necessary , removing silt ,sludge etc , sprinking bleaching powder on the silt to avoid bad smell including all precautionary and safety measures such as sefety belts , lighting arrangements face mask etc and removing the same (silt , sludge & other waste material ) leak proof trucks covered with tarpoline to out side of MD land all as per existing rules and regulations of civil authorities and flushing the sewer line with fresh water etc complete all as specified and directedNote : (i). After Commencement of work the Contractor should start the cleaning of Sewage line without any delay.(ii) At the time of cleaning the sewage line the contractor will intimate this office on daily basis for supervision of work and kept the record of cleaned sewage line length on register duly signed by User complete.(iii) The Contractor is liable for maintaining once cleaned sewage line till completeion date of Contact and payment shall be made once during the Contract period. |
| 6 | Cleaninig & desilting of manholes depth exc 1.5 mtr but not exc 6.00 by pumping ot /removing liquid waste / sewage & plugging the ends sewer pipes or diverting the flow into drains if necessary removing silt , sludge etc sprinkimg bleaching powder on the silt to avoid bad smell including all precautionary and safety measures , such as safety belts ,lighting arrangements face mask etc and removing the same (silt ,sludge & other waste material ) in leak proof trucks covered with tarpaulin to outside of MD land all as per existing rules and regulations of civil authorities and cleaning the manholes with fresh water etc complete all as specified and directed by engr - in charge . |
| 7 | Clearing blockages and removal of sludge/mud and other accumulated materials and cleaning gully traps/nahani traps, Bends with any dia pipes by opening doors of bends and refixing the same and manhole chambers of any description and size. Including disposal sludge materials in closed filth carts and depositing all as directed by Engr-in-charge, including sprinkling of antibiotic powder on affected area.Complete all as specified and directed by Engineer-in-charge.Note : (i) Contractor/ supervisor with sufficient Nos (ie minimum Two person of each zone) of sewar cleaning personals will report to AGE B/R III Office (Zone A, B,C & D) for collecting day to day sewage complaint at 8.00 AM and completed the complaint within 48 hrs in AGE B/R III Office (Zone A, B,C & D) and necessary E- Riskshaw shall be provided by contractor Zone wise for transportation of sewage personals with dress code as per directed by Engr-in-Charge.(ii) Necessary arrangement of tools for clearing the sewage line/blockage beared by contractor including complaint slip duly printed.(iii) In case, fail to attend the complaint within 48 hrs, the recovery amount will be Rs 300.00 for each complaint.(iv) If any blockage is at any height upto 4 storey bldg the contractor will remove the blockage by using ledder or other mechanical means to clear the blockage , including puncture the vertical lines and making good the same with hassion cloth with CM , The rates are deemed to includ this provision and payment will be made under this item. |
| 8 | Pumping out of liquid sludge etc, from septic tank/soakage well any depth and removing the settled sludge/ materials and depositing beyond A1 defence land by contractors own arengmentcomplete all as specified and directed. Note- The unit rate quoted under this item shall deemed to include the arrangements of Sewage pump and delevery pipe minimum 60 mtr length and all necessary T&P with man and material and safety equipment etc. for mearsurement purpose internal dimension of well upto sludge height to be measured. |
| 9 | Demolition of cement concrete of any description and in any position not otherwise described for (such as in bed, haunching & packing of sewer lines, benching of manholes, copings etc.) complete all as directed and removal of debris outside the premises. |
| 10 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in any type of soil all as specified & directed by Engineer-in-Charge |
| 11 | Excavation in trenches not exceeding 1.5m wide and exceeding 1.5m but not exceeding 3.00 m in depth for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in any type of soil all as specified & directed by Engineer-in-Charge |
| 12 | All as per above item No 20 but depth exc 3 m and n.exc 4.5 m complete all as specified and directed. |
| 13 | All as per above item No 20 but depth exc 4.5 m and n.exc 6 m complete all as specified and directed. |
| 14 | Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) of 150mm bore set in cement mortar including PCC in bed and haunching against side complete all as specified and directed by Engineer-in-charge. Note:- Excavation and earth work shall be measured and paid separately. |
| 15 | Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) of 200mm bore set in cement mortar including PCC in bed and haunching against side complete all as specified and directed by Engineer-in-charge. Note:- Excavation and earth work shall be measured and paid separately. |
| 16 | Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) of 300mm bore set in cement mortar including PCC in bed and haunching against side complete all as specified and directed by Engineer-in-charge. (Note :- Excavation and earth work shall be measured and paid separately. |
| 17 | M&L PCC 1:4:8 type D2 (using 40 mm graded crushed stone aggregate) as in foundation , filling and mass concerete complete all as specified & directed by Engineer in charge. |
| 18 | M&L PCC (1:2:4) type B-1 using 20 mm graded crushed stone aggregate as in benching/ channels of manholes etc complete all as specified and as directed by Engineer in charge. |
| 19 | M&L PCC 1:2:4 type B-1 (20mm graded crushed stone aggregate) as in coping including necessary form work complete all as specified and directed by Engineer in charge. |
| 20 | S&F 150 mm bore Salt glazed stone ware drain pipe laid in trenches and cement joint in cement mortar 1:1 complete all as specified and as directed by Engineer in charge. |
| 21 | S&F 150 mm bore Reinforced cement concrete pipes, one end socketed, class NP-2, laid in trenches and jointed complete all as specified and as directed by Engineer in charge. |
| 22 | M&L for Reinforced concrete pipes, 200mm bore, class NP-2, laid in trenches and jointed in cement mortar as specified complete with collars. |
| 23 | M&L for Reinforced concrete pipes, 300mm bore, class NP-2, laid in trenches and jointed in cement mortar as specified complete with collars. |
| 24 | M&L PCC 1:4:8 type D-2 (using 40 mm graded crused stone aggregate) as in bed to150 mm bore salt glazed stone ware drain pipe including packing under and haunching against the side of pipe after they are laid and tested complete all as specified and directed by Engineer in charge. |
| 25 | .-ditto- but 200mm dia |
| 26 | .-ditto- but 300mm dia |
| 27 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc. 25 cm soft/loose soil. |
| 28 | Removing excavated material/soil not exeeding 50 meater and deposting where directed at a level n. exc 1.5 M above the starting point. |
| 29 | Plugging minor leakages of SGSW/ RCC pipes 150 mm bore to 300 mm bore pipes by carefully detecting leakage, cleaning outer surface of pipes and plugging with cement mortar 1:2 and/ or PCC 1:2:4 Type B-1 including rubber packing as required at site all as specified and as directed by Engineer-in-charge. (Note:- Excavation, returning filling & removal of surplus soil shall be measured and paid for separately under respective Items). |
| 30 | Demolition of brickwork built in cement mortar including all quoins, arches, pillars, etc,and rubbish off the premisses complete all as specified and directed. |
| 31 | Taking down cement plaster of any description on brick walls including racking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed. |
| 32 | Dismantling water storage tank exceeding 250 litre and not exceeding 500 litre capacity and removing from site complete all as specified and directed. |
| 33 | Dismantling water storage tank exceeding 500 litre and not exceeding 1000 litre capacity and removing from site complete all as specified and directed. |
| 34 | Taking down eaves gutters and rain water pipes(any size or pattern) including all fittings heads shoes, bends necks, etc including removal from site (measured overall fixed along the centre line over fittings and accessories) complete all as specified and directed. |
| 35 | Dismantling of 75mm bore cast iron / pvc drain pipe alongwith fittings and accessories jointed in cement mortar and taking out from walls, floors or from trenches, if required complete all as specified and directed . |
| 36 | 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 as directed by the Engineer-in-Charge |
| 37 | Taking up or down15 mm steel tubing and connections including cleaning for refixing or removal complete all as specified and directed by Engr-in-Charge |
| 38 | Taking up or down 20 mm steel tubing and connections including cleaning for refixing or removal complete all as specified and directed by Engr-in-Charge |
| 39 | M&L cement concrete 1:4:8 type D2 using 40mm graded crushed stone aggregate in foundation filling as bedding, haunching,mass concrete complete all as specified and and as directed by Engr-in- Charge. |
| 40 | M&L for brick work with fly ash bricks, straight or curved on plan exc. 6 m mean radius, built in CM (1:4) complete all as spd as directed |
| 41 | M&L for 15mm thick rendering on fair faces of brick work or concrete surfaces in CM 1:4 , including finishing the surface even and smooth without using extra cement complete all as specified and directed. |
| 42 | Cutting into existing manholes 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 B-l smooth finished, and reforming benching as required (internal dia of pipe 150mm )Complete all as specified and directed by Engineer-in-charge. |
| 43 | M&L for plain cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate ) as in coping/benching/bed plate including necessary form work complete all as specified and directed. |
| 44 | M&L for RCC (Nominal Mix) 1:2:4 Type B-1 (using 20mm graded crushed stone aggregate) for slab supported on walls, beams and column in floors, roofs, landings, balconies, canopies, deck slab, manhole cover and in shelves and the like |
| 45 | M&L Formwork to soffits of suspended slab such as roof slab, floor slab, landing and similar work n.exe 200mm thick (horizontal or slooping for rough finished surface of concrete. |
| 46 | Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/PCC bands in walls, horizintal or sloping and similar work exc 10cm but n exc 20cm wide with fair finished surfaces |
| 47 | M & L for mild steel TMT bars of 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed. |
| 48 | S&F in repairs vitreous china water closet pan (Pedestal pattern), white with and including plastic water closet seat, white closed pattern with flat bottom and cover and mild steel chromium plated or aluminised hinging device, (excluding fixing bolts, flushing cistern and flush pipe), including connection to drain (or outgoing pipe) and to flush pipe, anti syphonage pipe, etc. complete all as specified & directed. |
| 49 | S&F in repair vitreous China squatting pan 'Orissa pattern', size 580 x 440 mm white, with integral foot rests and chinaware 'P' or 'S' trap , front or back inlet including connections to flush pipe including making good to floor with existing finish complete all as specified and directed. |
| 50 | S&F in repairs Vitreous China bowl urinal flat back, size of 465 x 355 x 265 mm white (minimum), with grating and union for discharge pipe including fixing plugs , bedding urinal against wall in cement mortar (1:2) etc. including CP Waste fitting and PVC waste pipe.Completed all as specified and directed by Engineer-in-charge. |
| 51 | S & F in Repair viterous china wash hand basin of size 550 x 400 mm, white colour flat back excluding taps, chain and plug and porcelean stopper but including brackets and CP waste fitting . complete all as specified and as directed by Engineer-In-Charge |
| 52 | S&F in repairs 10 litres capacity PVC Valveless symphonic action type flushing cistern high / low level white complete with inlet , ball valve float and handle including brackets and telescopic down pipes and jointing with WC complete complete all as specified and as directed by Engineer-In-Charge. |
| 53 | M&L 75mm thick PCC 1:4:8 type D2( 40mm graged aggregate) as sub base of floor. |
| 54 | M & L for Non-Skid coloured ceramic tiles 7 to 8mm thick (square/rectangular) area of each tiles exceeding 0.09sqm but not exceeding 0.16 sqm in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of the tiles over and including screed bed or bedding layer 15 mm thick in cement mortar 1:6 complete all as specified and directed. |
| 55 | M&L for gazed ceramic coloured tiles of size 300x450x7mm thick on vertical surfaces such as skirting, dados and risers to steps etc set and jointed in neat cement slurry and pointed with white or coloured cement and pigment to match the shade of tile over and including 10mm thick rendering in cement mortar 1:4 complete all as specified and as directed. |
| 56 | S&F in repair PVC (SWR) pipe 110mm bore single socketed with rubber ring joint fixed to walls including mild steel Stack clamps made out of 50mmx 5mm flat iron and 16 mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof surface complete all as specified and directed. |
| 57 | S&F in repair PVC (SWR) pipe 75mm bore single socketed with rubber ring joint fixed to walls including mild steel stack clamps made out of 50mmx 5mm flat iron and 16 mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof surface complete all as specified and directed. |
| 58 | S&F 15 mm dia steel water tubing galvanized medium grade concealed in all type wall with all fittings, fixed to walls and ceiling or in floor complete all as specified and directed by Engineer-in-Charge |
| 59 | S&F 20 mm dia steel water tubing, galvanized, medium gradeconcealed in all type wall with all fittings, fixed to walls and ceiling or in floor complete all as specified and directed |
| 60 | S&F in repair bend PVC (SWR) with oval excess door 110mm bore complete all as specified and directed. |
| 61 | S&F in repair bend PVC (SWR) with excess door 75mm bore complete all as specified and directed. |
| 62 | S&F PVC (SWR) 75 mm bore junction single (Single 'T') equal or unequal with access door complete all as specified and directed. |
| 63 | S&F PVC (SWR) 110 mm bore junction single (Single 'T') equal or unequal with access door complete all as specified and directed. |
| 64 | Cleaning of old PVC water tank of capacity exc.250 & n. exc. 500 lit. removing all scale and dirt using detergent powder and bliching powder etc from tanks and from mouth of pipe etc, and hoisting if required and reconnecting to the pipe and writting of cleaning date on tank with paint after removing the old cleaning date complete all as specified & as directed by Engineer in charge. |
| 65 | Cleaning of old PVC water tank of capacity exc.500 & n. exc. 1000 lit. removing all scale and dirt using detergent powder and bliching powder etc from tanks and from mouth of pipe etc, and hoisting if required and reconnecting to the pipe and writting of cleaning date on tank with paint after removing the old cleaning date complete all as specified & as directed by Engineer in charge. Note : Tank after cleaning shall be shown to the user and got signed by the user and put up to Engr-in-Charge weekly for verification. Any damage to ball cock, float valve, cheaknuts and any leakage/ any interpution in water supply occured to to negligence by Contractor the same shall be rectified by the Contractor and nothing shall be paid extra on this account. |
| 66 | S&F in repairs gun metal, globe or gate valve, bore dia of pipe in 15 mm, |
| 67 | S&F in repairs metal, globe or gate valve, bore dia of pipe in 20 mm, |
| 68 | Supply and fixing in repairs 15 mm bore float valve of high pressure PTMT with epoxy coated aluminuim rod and high density plastic ball screwed for iron pipe and fixed in tank which situated up to 15 m height building including necessary ladder for climbing if required .complete all as specified and as directed by Engineer-in-Charge. |
| 69 | All as per item No.61 above but 20 mm bore complete all as specified. |
| 70 | M/L for removing of tree roots of any girth and height , shrubs and bushes from wall surface/roof top/chajjas up to 15 M height including repairing of cracks and filling the tree roots dismantel portion with chemical/ Acid not to grow of tree again making good in cement mortor 1:3 and to match the surface with existing finishes including all T&P required and considering all saftey measures upto carry out work of upto ht 15 mtrs of bldg etc completed and removal of shrubs up to 50 m distance. |
| 71 | S&F in repair service tank lid / cover of size 0.45 m dia and 0.20 m height made with 0.9mm thick GI sheet shaped into hollow semi sphere fixed to over head PVC service tank of 250 ltrs to 1000 ltrs capacity incl necessary nut, bolts washers and locking arrangement complete all as specified and directed. |
| 72 | S&F in repair rotational moulded polythene water tank of 500 Ltrs capacity 3 layer (cylindrical, vertical with close top) hoisted and fixed in position all as specified and as directed. |
| 73 | S&F in repair 1000 litres rotational moulded polyethylene water storage tanks 3 layer (cylindrical vertical with closed top) triple layer ISI marked hoisted and fixed in position complete all as specified and directed |
| 74 | M & L for 75mm thick Cement Concrete type D2 (1:4:8) using 40 mm graded stone aggregate as in sub base of floor complete. |
| 75 | M & L for Machine pressed precast conctete interlocking paver block with grey cement and pigment any shape ,size and colour confirming to IS 15658-2006 of 60 mm thickness, M-40 Grade with 40mm tick sand cushion all as specified and directed Engr-in-Charge. |
| 76 | M&L factory made RCC manhole covers of concrete M30 reinforced with steel fiber,provided with mild steel rims for protected edges from damage with carrying handle,size 600x600x75 mm thick square shape , heavy duty factory made confirmig to IS - 12592 including removing of existing broken manhole cover of any description from site beyond A1 defence land with own arrangment of Contractor complete complete all as specifide and directed by Engr -in - Charge |
| 77 | S&F in repair fiber-reinforced plastic (FRP) manhole cover with frames (any colour) of overall covered area not less than 0.55 sqm with clear opening not less than 0.36 sqm, any shape (round, square, rectangular etc;) overall weight not less than 25kg each and load capacity not less than 20 tones provided with safe and anti-slippery surface, fire retardant, Anti Corrosive, suitable locking system, and enable clear opening with provision of easy lifting hooks etc; with all necessary fixing arrangements complete all as specified and directed. |
| 78 | M&L factory made RCC manhole covers of concrete M30 reinforced with steel fiber,provided with mild steel rims for protected edges from damage with carrying handle,size 700x700x75 mm thick square shape , heavy duty factory made confirmig to IS - 12592 including removing of existing broken manhole cover of any description from site beyond A1 defence land with own arrangment of Contractor complete all as specifide and directed by Engr -in - Charge |
| 79 | M&L factory made RCC manhole covers of concrete M30 reinforced with steel fiber,provided with mild steel rims for protected edges from damage ,with carrying handle size 1200x400x75 mm thick rectrangular shape , heavy duty factory made confirmig to IS - 12592 including removing of existing broken manhole cover of any description from site beyond A1 defence land with own arrangment of Contractor complete complete all as specifide and directed by Engr -in - Charge |
| 80 | M&L factory made RCC manhole covers of concrete M30 reinforced with steel fiber,provided with mild steel rims for protected edges from damage with carrying handle,size 1000 x 500x75 mm thick rectrangular shape , heavy duty factory made confirmig to IS - 12592 including removing of existing broken manhole cover of any description from site beyond A1 defence land with own arrangment of Contractor complete complete all as specifide and directed by Engr -in - Charge |
| 81 | M&L factory made RCC manhole covers of concrete M30 reinforced with steel fiber,provided with mild steel rims for protected edges from damage with carrying handle,size 900x600x75 mm thick rectrangular shape , heavy duty factory made confirmig to IS - 12592 including removing of existing broken manhole cover of any description from site beyond A1 defence land with own arrangment of Contractor complete complete all as specifide and directed by Engr -in - Charge |
| 82 | M&L factory made RCC manhole covers of concrete M30 reinforced with steel fiber,provided with mild steel rims for protected edges from damage with carrying handle,size 350x350x75 mm thick square shape , heavy duty factory made confirmig to IS - 12592 including removing of existing broken manhole cover of any description from site beyond A1 defence land with own arrangment of Contractor complete complete all as specifide and directed by Engr -in - Charge |
| 83 | S&F in Repair Stainless Steel Plate Rack of size 31'' x 30'' x 10'' with using stainless steel sheet of 0.63mm thickness Fixed with Rawl plug and screw. complete all as specified and as directed by Engineer-In-Charge.Note for above item No 1 to 83 :(i) During cleaning of sewage line, Manholes, Septick tanks, Sockage well upto any depth all safety measures as per Central/state Govt sewage safety guidelines are strictly followed by the Contractor and his employees.(ii) If any accident/ mishappening occured at site , the contractor will be the solo responsiable for the incedent as negligencey in following of safety measures.(iii) Contractor shall produce Health and Life insurance for sewage cleaning personals minimum 10 laks premium annually before commencement of work.(iv) All the note mentioned above shall be complied by the contractor and rates are deemed to include such provisions, Nothing extra shall be paid.) The contractor or his represantative will report in complaint cell to receive the complaints in the morning by 0800hrs with necessary daily stores and are required to attend day to day complaints. Please Enable Macros to View BoQ information |
