Tender For Repair / Replacement Of Damaged Sewerage Line Including Manholes, Cleaning Of Septic Tank And Clearing Of Sewage Blockage Line And Other Connected Misc B/R Items At Depot Area At maintenance of (Mb) Ghatkopar Under Ge (Nw) Bhandup
Tender Value
40 Lakhs
Estimated cost
Bid Submission
17 Oct 2026
7 days left
EMD
80000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mumbai Suburban → Maharashtra
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair / Replacement Of Damaged Sewerage Line Including Manholes, Cleaning Of Septic Tank And Clearing Of Sewage Blockage Line And Other Connected Misc B/R Items At Depot Area At maintenance of (Mb) Ghatkopar Under Ge (Nw) Bhandup
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 08-Oct-2026 | AMENDMENT TO BOQ | BOQ | 17-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in trenches not exceeding 1.5 metre wide & not exceeding 1.5 metre in depth for foundations, manholes, sewerage pipe lines etc not exceeding 10 sqm on plan and getting out in soft / loose soil complete all as specified and as directed. |
| 2 | All as per serial item No 1 here-in-before but in hard / dense soil and exceeding 1.5 metre and not exceeding 3.00 metre in depth complete all as specified and as directed. |
| 3 | Returning filling in, including spreading, leveling, watering & well ramming in layers not exceeding 25 cm thick each complete all as specified and as directed. |
| 4 | Removing excavated material to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed. |
| 5 | Demolition and breaking up drain pipes SGSW, AC or reinforced concrete pipe up to and including 150 mm bore pipes complete all as specified and directed. |
| 6 | Material and labour for PCC (1:3:6) type C-2 using 40 mm graded stone aggregate to drain pipes including packing under & haunching against the sides of pipe 150 mm dia ( internal) after they are laid and tested complete all as specified and directed. |
| 7 | M & L for 150 mm dia reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified and directed. |
| 8 | Demolition and breaking up drain pipes SGSW, AC or reinforced concrete pipe up to and including 200 mm bore pipes complete all as specified and directed. |
| 9 | Material & labour for PCC (1:3:6) type C-2 using 40 mm graded stone aggregate to drain pipe including packing under & haunching against the sides of pipe 200 mm dia (internal) after they are laid and tested complete all as specified and directed. |
| 10 | M & L for 200 mm dia reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified and directed. |
| 11 | Demolition and breaking up drain pipes SGSW, AC or reinforced concrete pipe up to and including 300 mm bore pipes complete all as specified and directed. |
| 12 | Material & labour for PCC (1:3:6) type C-2 using 40 mm graded stone aggregate to drain pipe including packing under & haunching against the sides of pipe 300 mm dia (internal) after they are laid and tested complete all as specified and directed. |
| 13 | M & L for 300 mm dia reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified and directed. |
| 14 | Carrying out maintenance of entire sewage system of MO (MB) Ghatkoper area by Cleaning / clearing / blocked sewage lines not exceeding 150 mm, 200 mm & 300 mm and removal of foreign material from inside the, floor trap Nahani trap, Gully trap and drainage pipe & refixing manhole covers without damaging etc, including clearing spot blockages (PVC / SGSW / RCC hume pipe) any depth by rodding manually including pumping out sludge, water from trap etc including providing trolley mounted pump set with suction pipe of adequate length and minimum 60 metre delivery pipe etc, daily at 0830 hrs to 1700 hrs including disposal of debris, spoils and sludge hygienically complete all as specified and directed. Note :- (a) Sludge / decomposed materials obtained from cleaning shall be removed outside MD land by mechnical sewage cleaning tankers. (b) Rate inclusive of clearing away all grass vegetation, saplings shurbs and trees not exceeding 30 cm girth upto 3 mtrs alround the septic tank / main holes and removing rubbish upto a distance of 50 mtrs outside the periphery of the area.(c) One safaiwala and one mazdoor shall be detailed daily for MO (MB) Ghatkoper area for the purpose of rendering the entire sewage system functional through out the contract period. In case of failure compensation will be recovered as specified in respective PS Clause. (d) In case of blockage of sewage system the complaint shall be rectified within three hours from the time of intimation. (e) The rates quoted shall be deemed for attending day to day complaint basis and make functional the entire sewage system for the period of one month at MO (MB) Ghatkoper area.(f) The contractor / his authorise supervisor of the work will report daily at complaint cell MO (MB) Ghatkopar area at 0830 hours to receive day to day complaints. (g) Recovery (Penalty) for not attending complaint beyond 24 hours shall be Rs 200.00 per complaint per day delayed. |
| 15 | Cleaning / clearing blocked sewage lines size upto 100 mm bore and not exceeding 300 mm bore and sludge chambers (PVC / SGSW / RCC hume pipe) gully trap of 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 belt, lighting arrangements face mask etc and removing the same (silt, sludge & other waste material) leak proof trucks covered with tarpoline to outside 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 directed.Note :- Length of sewage line including chambers, traps etc will be measured for payment. However cleaning of manholes shall be measured separately under appropriate item. |
| 16 | Cleaninig & desilting of manholes depth size upto 1.5 mtr depth 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 Engineer-in-charge. |
| 17 | Cleaninig & desilting of manholes depth size upto 3.0 mtr depth 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. |
| 18 | Pumping out of liquid sludge etc, from septic tank / soak well / manhole any depth complete all as specified and directed.Note- The unit rate quoted under this item shall deemed to include the arrangements of sewage pump and delivery pipe minimum 60 mtr length and all necessary T&P with man and material and safety equipment etc. |
| 19 | M & L for cleaning and desilting of area strom water closed drainage / culvert of inner girth upto & including 450 mm of any depth including removal of cover slab and refixing of cover in position and making good all as directed at site including removal of silt / waste materials outside MD Land complete all as specifed and directed. |
| 20 | M & L for cleaning and desilting of area strom water closed drainage / culvert of inner girth above 450 mm of any depth including removal of cover slab and refixing of cover in position and making good all as directed at site including removal of silt / waste materials outside MD Land complete all as specifed and directed. |
| 21 | Taking down cement plaster on brick or stone walls etc. including raking out joints, hacking for key, scrubbing down with water etc. complete all as specified and directed. |
| 22 | M & L for rendering 10 mm thick on fair faces of brick work / concrete surfaces / stone masonery surface in CM (1:4) using 3% of water proofing compound mixing with cement as per manufacturer instructions finished even and smooth with using extra cement for floating / setting coat complete all as specified and directed.(Note : water proofing compound shall be paid and measured separately) |
| 23 | Supply only integral water proofing powder ISI make complete all as specified and directed. |
| 24 | M & L for cutting into existing manholes for connecting new drains with inserting 150 mm dia pipe, 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-1 smooth finished, and reforming benching as required complete all as specified and directed. |
| 25 | M & L for cutting into existing manholes for connecting new drains with inserting 200 mm dia pipe, 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-1 smooth finished, and reforming benching as required complete all as specified and directed. |
| 26 | M & L for cutting into existing manholes for connecting new drains with inserting 300 mm dia pipe, 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-1 smooth finished, and reforming benching as required complete all as specified and directed. |
| 27 | M & L in repairs for providing factory made RCC precast cement concrete grade M-30 cover slab of size 450 mm x 900 mm x 75 mm thick size set in cement mortar (1:6) including reinforcement of 8 mm dia deformed bars @150mm c/c both ways etc, complete all as specified and directed. |
| 28 | M & L in repairs for providing factory made RCC precast cement concrete grade M-30 cover slab of size 600 mm x 900 mm x 75 mm thick size set in cement mortar (1:6) including reinforcement of 8 mm dia deformed bars @150mm c/c both ways etc, complete all as specified and directed. |
| 29 | Dismantling of MS works of any description such as, ladders, gates work, grating etc, including necessary straightening of bends complete all as specified and directed. |
| 30 | S & F Mild steel work of framed brackets of angles and ladder of water tanks and similar work flats cut to shape, drilled and countersunk for screw, as in supports for stiffening of fencing, grating of open drain and including bending, welding angles as necessary similar works confirming to Fe 290 or Gde-E165 and complete all as specifed and directed. |
| 31 | M & L for preparation of new surfaces of steel, of any description, not otherwise described, over 10 cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed. |
| 32 | Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including cleaning or refixing or (measured overall as fixed along the centre line over fittings and accessories) complete all as specified and directed. |
| 33 | S & F in repair 75 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints, fixed to wall complete all as specified and directed. |
| 34 | S & F in repair 110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints, fixed to wall complete all as specified and directed. |
| 35 | S & F 75 mm bore PVC (SWR) bends of any radius complete all as specified & directed. |
| 36 | S & F 110 mm bore PVC (SWR) tee of any radius complete all as specified & directed. |
| 37 | S & F 110 mm bore PVC (SWR) bends of any radius complete all as specified & directed. |
| 38 | S & F in repair 160 mm bore PVC rain water pipe single socketed any length with rubber ring joints, complete fittings etc fixed to wall fixed with MS clamps 8 mm dia with two nuts wall nails etc including taking down and filling nail holes on the walls to prevent seepage and making good complete all as specifed and directed. |
| 39 | S & F 160 mm bore PVC (SWR) bends any radius dimnishing pieces or tapers etc, complete all as specified and as directed. |
| 40 | S & F in repairs PVC (SWR) cowls for 75 mm bore complete all as specified and directed. |
| 41 | S & F in repairs PVC (SWR) cowls for 75 mm bore complete all as specified and directed. |
| 42 | S & F in repairs vitreous china squatting pan 'white' (squatt pattern orissa, pattern size 580 x 440 mm with integral foot rest with cast Iron 'P' or 'S' trap 100 mm bore with & including PCC (1:5:10) type E-2 using 40 mm graded stone aggregate and fixing of flush cistern and flush pipe but excluding supply of flushing cistern & flush pipe etc complete all as specified and directed. |
| 43 | S & F in repair vitreous china wash down water closet pan pedestal pattern (EWC), white including necessary fixing arrangments (excluding fixing bolts, flushing cistern and flush pipe) plastic water closet seat, black, closed pattern with flat bottom, and cover and mild steel chromium plated or aluminised hinging device including jet spray complete all as specified and directed. |
| 44 | S & F in repairs vitreous china bowl urinal flat back, minimum size 465 x 355 x 265/430 x 370 x 340 mm, white, complete including providing and fixing plugs, securing urinals to plugs with and including 60 mm long brass screws, fixing flush pipe, grating and union for discharge pipe complete all as specified and directed. |
| 45 | Supply and fixing in repair 10 litre, PVC, valveless, syphonic action type, flushing cistern, low level / high level including inlet, ball valve, float and handle including brackets with and including PVC flush pipe 32 mm bore, connecting to WC etc, complete all as specified and directed. |
| 46 | S & F in repair plastic water closet seat cover as per required colour with flat bottom and cover and mild steel chromium plated or aluminium hinging device etc complete all as specified and directed. |
| 47 | S & F in repairs 15 mm bore stainless steel CP Health faucet of standard quality and make with high denesity chromium plated flexible pipe of minimum length 1 mtr complete all as specified and directed. |
| 48 | S & F in repairs 15 mm bore stainless steel chromium plated urinal spreader with PVC connection complete all as specified and directed. |
| 49 | S & F in repairs 32 mm bore PVC flexible pipe fixed as waste pipe for urinals inclding connecting to waste coupling with PVC couplers, elbow etc. complete all as specified and directed. |
| 50 | S & F in repairs grating doom 100 mm dia of stainless steel with or without hole complete all as specified and directed. |
| 51 | S & F in repairs 75 mm dia PVC (SWR) floor trap, plain with grating including jointing with solvent cement complete all as specified and directed. |
| 52 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) removing, serviceable tiles to stone and rubbish off the premises complete all as specified and directed. |
| 53 | M & L for Non skid ceramic coloured tiles 7 to 8 mm thick (square / rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm in floors, over and including 15 mm thick screed in CM (1:6) set and jointed in neat cement slurry and pointed with white or coloured cement to match shade of tiles complete all as specified and directed. |
| 54 | M & L for Non skid ceramic tiles (coloured) 7 to 8 mm thick rectangular area of each tiles exceeding 0.06 sqm not exceeding 0.11 sqm in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15 mm thick screed bed in CM (1:4) laying floor finished complete all as specified and directed. |
| 55 | M & L for glazed ceramic coloured tiles 300 x 200 mm x 7 mm thick in vertical surfaces such as skirting / dado and risers to steps, over and including 10 mm thick rendering in CM (1:3) on fair faces of brick / concrete surfaces as in backing coat for tiles. etc, complete all as specified and directed. |
| 56 | M & L for glazed ceramic tiles size 300 x 450 x 7 mm thick on vertical surface over and including 10 mm thick rendering in CM (1:3) such as dado / skirting etc set and jointed in neat cement slurry and pointed in coloured cement to match with coloured complete all as specified and directed. |
| 57 | M & L for 25 mm thick PCC (1:2:4) type B0, using 12.5 mm graded aggregate as in floors to receive surface of tile complete all as specified and directed. |
| 58 | Demolition of brick work or stone boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars etc, but excluding ashlar facings, dressed stone work and precast concrete articles complete all as specifed and directed. |
| 59 | M & L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar (1:6) complete all as specified and directed. |
| 60 | All as per item 59 above but except stones complete all as specified and directed. Note- Serviceable stones obtained vide item No 59 shall be reused after removing mortar and cleaning with water complete all as specifed and directed. |
| 61 | M & L for extra over stone walling for hammer dressing to face stone and dressing face beds and joints as specified of random rubble walling uncoursed or brought upto courses surface not exceeding 20 mm complete all as specifed and directed. |
| 62 | M & L for raised pointing in cement mortar (1:4) to random or polygonal rubble uncoursed or brought up to courses complete all as specifed and directed. |
| 63 | M & L for 20 mm thick brocken glass coping in cement mortar (1:3) on top of wall complete all as specified and directed. |
| 64 | M & L for brick work with sub class B bricks straight or curved on plan exceeding 6 m mean radius built in CM (1:6) complete all as specifed and directed |
| 65 | Demolition of concrete in ground floors (un reinforced) and paving not exceeding 15 cm thickness (below or above ground level) and removal of rubbish / demolished materials out of MD land complete all as specified and directed. |
| 66 | M & L for cement concrete (1:4:8) type D-2 using 40 mm graded stone aggregate in filling foundation, sub base of floor and mass concrete complete all as specifed and directed. |
| 67 | M & L for cement concrete (1:2:4) type B-1, (20 mm graded aggregate) as in surface channels and drains etc complete all as specified and directed. |
| 68 | M & L for 75 mm thick PCC (1:3:6) type C-2 (using 40mm graded stone aggregate) as in plinth protection finished concrete surfaces even and smooth without using extra cement and making joints at 3.00 metre interval and filling bitumen of suitable grade complete all as specified and directed. |
| 69 | M & L for 75 mm thick Cement concrete (1:4:8) type D-2, (40mm graded aggregate) complete all as specified and directed. |
| 70 | M & L for preperation of formation bed over 25 mm thick sand cushion and pointed in colour cement mortar (1:3) complete all as specified and directed. |
| 71 | M & L in repairs for 60 mm thick Machine pressed precast paver block M-35 grade laid over sand cushioning after consolidation set and levelled the paver block on proper level with interlocking and size conforming to IS 15658-2006 with grey cement and pigment (LAQUER FINISH) etc complete all as specified and as directed.Note: sand cushion will be measured separetely . |
| 72 | M & L screed bed or bedding layer of mortar, 20 mm thick, in cement mortar (1:6), for laying floor finishes / tiles complete all as specified and directed. |
| 73 | M & L in repairs for coloured glazed chequered liquid finish cement concrete 30 cm x 30 cm x 20 mm thick with mixture of grey and white cement in equal proportions and no pigment set & jointed in neat cement slurry & pointed in coloured cement to match the shade of tiles complete all as specified and directed. |
| 74 | M & L in repairs for coloured Endura tiles of size 30 cm x 30 cm x 20 mm thick with mixture of grey and white cement in equal proportions and no pigment set & jointed in neat cement slurry & pointed in coloured cement to match the shade of tiles complete all as specified and directed. |
| 75 | S & F razer type concertina coil, 9 SWG hot galvanied spring tensile wire 145 to 150 newton per square mm, zinc coating 250-300 gram per sqm dia of coil when unstretched 610 mm minimum no of coil 10 per RM after laying hot dip galvanised razer ribbon tape of size 0.50 mm thick 19 mm wide before wrapping of central core wise fixed with 1.66 mm thick GI clips 25 nos per running meter and special nut bolt hold Z coil together and extra two rows parrel wire of 10 gauge complete all as specified and directed and dismantling of razer type concertina coil with two parallel rows of wire remove of the debris outside MD land complete all as specified and directed. |
| 76 | S & F in repair galvanised 2 strand steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails, straining bolts including securing of typing at crossings with provision of galvanised mild steel wire staple or steel pin as directed (each line of wire to be measured) complete all as specified & directed. |
| 77 | M & L for special treatment for sunken portion of WCs / Bath & toilet executed in following stages:-Stage 1 :- Demolition of WC including lime concrete and cement concrete coba etc and preparing the surfaces of existing sunken portion of WCs or bath etc with wire brush to remove all loose dirt, oil grease etc including removing debris outside MD land etc.Stage 2:- Providing 10 mm thick plaster in CM (1:3) mixed with integral water proofing chemical of Dr. Fixit Pidicrete URP or plaster seal of STP Ltd in the proportion / quantity all as per Manufacture's instructions. Stage 3:- Apply Dr Fixit Primeseal primer or Equivalent of STP Ltd (and allow to dry for 8 hours) all as per Manufacturer's instructions. Stage 4:- Apply two coats of water proofing elastomeric coating system of Dr Fixit Raincoats with DFT 100 Micron or shalicry 215 of STP (The surface after painting one coats shall be allowed to dry of 6 hours before next coats) all as per Manufacturer's instructions.Stage 5:- Rendering 10 mm thick in CM (1:3) mixed with integral water proofing chemical Dr Fixit Pidicrete URP or plaster seal of STP Ltd all as per Manufacturer's instructions. Stage 6 : All CI joints shall filled with mixture of cement fine sand and plaster seal of STP Ltd or Dr Fixit pidicrete URP all as per Manufacturer's instruction. Stage 7:- Making holes in wall and fixing 600 mm long 40 mm dia medium grade GI spout for draining the surplus water if any. Stage 8 :- Carry out ponding test for 48 hours to ensure water tightness of repaired sunken portion. water tightness of repaired sunken portion and filling of sunken portion for cement concrete (1:5:10) type E2 using 40 mm graded aggregate as in lean concrete complete all as specified and directed. Note :- (a) Only plan area shall be measured and accorded for payment under this item. (b) Depth of sunken portion of WC's / Baths shall be upto 35 cm, which is to be taken into account while quoting the rate against this item. (c) Rate quoted by contractor shall be deemed to be included for all the horizontal and vertical treated surfaces of sunken portions of WC & Bath. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 08, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 17, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 7 daysOct 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysTender Documents
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