Tender For Construction Of Sewerage Pumping Station At Ap Road Jn. Perambur Barracks Road In Depot 58, Area V
Tender Value
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Estimated cost
Bid Submission
28 Jul 2026
15 days left
EMD
1.39 Lakhs
Bank guarantee accepted
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Non-refundable
Tender Type
Online
Tender Overview
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Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chennai → Tamil Nadu
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Not Available
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Not Available
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Project Description
Tender for Construction Of Sewerage Pumping Station At Ap Road Jn. Perambur Barracks Road In Depot 58, Area V
BOQ
| Sl. No. | Item Description |
| 1 | Bill No: 1 - Screen cum Grit well |
| 2 | Earth work excavation in hard stiff clay, stiff black cotton, hard red earth, shales, murum, gravel, stoney earth or earth mixed with small size boulders and hard gravely soil as per SS20B with initial lead of 10m and lift of 2m etc. complete. |
| 3 | For 0 to 2 m depth |
| 4 | Providing form work with centering for soffits of reinforced cement concrete slabs or plain surfaces including shuttering for RCC well curb and well steining. |
| 5 | From 1.0m above ground level to 3.0m below ground level (Curved Surface) |
| 6 | 9 m to 10 m below GL |
| 7 | Providing and laying in position machine batched machine mixed and machine vibrated design mix. Sulphate resistance cement concrete M30 grade (River sand) for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly excluding the cost of centering and shuttering and reinforcement but including curing, Mixer, vibrator, etc. as per standard specification and as directed at site |
| 8 | From 1.0m above ground level to 1.5m below ground level |
| 9 | From 1.5m to 4.5m below ground level |
| 10 | From 9.0m to 13.5m below ground level |
| 11 | Cement concrete 1:2:4 using Crushed stone sand (M-sand) and 20mm gauge hard broken stone jelly & SRC for plain concrete works including laying ramming curing, etc., complete.. |
| 12 | 9m to 13.5m depth |
| 13 | Providing point edge to well curb using ISA 200x150x16 mm of weight 42.2 kg/m |
| 14 | Sinking of well below water level including all incidental charges using special tools and plants such as air compressior, helmet etc., complete and including baling out water. |
| 15 | 4 m dia well |
| 16 | First depth of 2m |
| 17 | Second depth of 2m |
| 18 | Third depth of 2m |
| 19 | Fourth depth of 2m |
| 20 | Fifth depth of 2m |
| 21 | Plugging the bottom of the well using C.C 1:3:6 using Crushed stone sand (M-sand) and 40mm gauge hard broken stone jelly with 10% excess cement for plain cement concrete works including laying in layers of not more than 15cm thick including ramming curing etc complete |
| 22 | 9m to 13.5m depth |
| 23 | Supplying, fabricating CRS bars manufactured by Primary steel including cost of steel, binding wire, cutting, cranking and tying, in position with binding wire assembly etc complete. |
| 24 | Plastering with cement mortar 1:3 (SRC) using Crushed stone sand (M-sand) for 20mm thick including curing, etc., complete |
| 25 | Plastering with cement mortar 1:3 using Crushed stone sand (M-sand)) for 12mm thick including curing, etc., complete. |
| 26 | Refilling with excavated earth complying with standard specifications for filling in foundations & basement other than sand including watering & consolidating etc., |
| 27 | Disposal of surplus earth |
| 28 | Supplying and fixing C.I.steps. |
| 29 | Colour washing two coats over one coat of white washing |
| 30 | Supply and erection of Cast Iron single faced manually operated rising type 1000mm dia penstock with extension rod of 8.5m length conforming to relevant IS with IS markings on it, having cast iron door and frame with Gunmetal seating, spindle made of Stainless steel, CI head stock with gear arrangment and hand wheel fitted in well. |
| 31 | Supplying and fixing SS screen of grade 316. The screen shall be fabricated out of stainless steel flats of 50 x 10mm. The outer frame also shall be of 50 x 10mm fixed inside the well for seating the screen. The screen shall be so fabricated that the inclined portion of the screen is fixed and the horizontal portion of the screen is a removable one for lifting the pump for maintenance purpose. Outer frame and 50x10mm SS flats spaced at 35mm centre to centre to serve bar screens inside the screen well |
| 32 | Supply and installation of SS open mesh flooring with 25x6mm thick flats for outer frame and 25x3mm SS and 12x3mm SS flats spaced at 30mm and 60mm respectively and 50x10mm SS flats for mesh support and 50x50x6mm SS angle for opening forming a mesh over the surface of the well etc,complete |
| 33 | Supplying and fixing PVC water bar, 150 mm wide for construction joint |
| 34 | Dewatering |
| 35 | Dewatering using 10HP to 70HP diesel engine pumpset including Hire charges, cost of Diesel, Engine oil, pump operator, labour charges, conveyance of pumpset and fuel to site and back, loading, unloading and any other incidental charges etc., complete. (10Hp) |
| 36 | Bill No: 2 - Construction of Column & Erection of ISMB |
| 37 | Excavation in hard stiff clay, stiff black cotton, hard red earth, shales, muram, gravel stoney earth and earth mixed with small size boulders as per SS 20B with initial lead of 10m and lift of 2.0m etc. complete. |
| 38 | Upto 2.0 m below GL |
| 39 | From 2.0 m to 3.0 m below GL |
| 40 | Supplying and filling crushed stone sand (M sand) for foundation and basement including watering, consolidating, ramming etc. complete. |
| 41 | Cement concrete 1:3:6 using 40mm gauge hard broken stone jelly including laying in layers of not more than 15cm thick including ramming curing etc complete (M-sand) |
| 42 | 1.5 m to 4.5 m below GL |
| 43 | Providing form work with centering for soffits of reinforced cement concrete slabs or plain surfaces including strutting upto 3m high. |
| 44 | Upto 3.0 m height above and below GL |
| 45 | Providing and laying in position machine batched machine mixed and machine vibrated design mix. Sulphate resistance cement concrete M25 grade (M-sand) for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly excluding the cost of centering and shuttering and reinforcement but including curing, Mixer, vibrator, etc. as per standard specification and as directed at site |
| 46 | Upto 1.5 m below GL |
| 47 | From 1.5 m to 4.5 m below GL |
| 48 | Upto 1.5 m above GL |
| 49 | From 1.5 m to 4.5 m above GL |
| 50 | Supplying, fabricating CRS bars manufactured by Primary steel including cost of steel, binding wire, cutting, cranking and tying, in position with binding wire assembly etc complete. |
| 51 | Plastering with cement mortar 1:3 (SRC) using Crushed stone sand (M-sand) for 12mm thick including curing, etc., complete. |
| 52 | Colour washing two coats over one coat of white washing |
| 53 | Refilling with excavated soils (other than sand) complying with standard specifications for filling in foundations & basement |
| 54 | Disposal of surplus earth |
| 55 | Supply and fixing ISMB 400mm of 66.3kg/m for 8.5m on column over suction well |
| 56 | Erecting pulley block of 2 Tonne capacity with a 3m chain including additional chain length of 14m facilitate for horizontal movement on the beam etc complete - For Suction well |
| 57 | Painting with superior quality ready mixed paint of chocolate, light green, grey or any other approved colour over ISMB (for new iron work two coats). |
| 58 | Bill No: 3 Pipes and Specials for Suction well |
| 59 | Supplying, conveying and fixing the following CI specials as per IS 1538 & CI pipes as per IS 1536 etc. complete. |
| 60 | 300 mm dia CI d/f duckfoot bend |
| 61 | 300 mm dia CI - 2.5m d/f pipe |
| 62 | 300 mm dia CI - 2.0m d/f pipe |
| 63 | 300 mm dia CI - 1.0m d/f pipe |
| 64 | 300 mm dia CI d/f 90 deg bend |
| 65 | 300 mm dia CI - 2.0m d/f pipe |
| 66 | 300 mm dia CI - 0.5m d/f pipe |
| 67 | 300 mm dia CI sluice valve |
| 68 | 300 mm dia CI - 0.5m d/f pipe |
| 69 | 300 mm dia CI non-return valve |
| 70 | 400x300mm CI A/F tee |
| 71 | 400 mm dia CI - 0.5m d/f pipe |
| 72 | 400 mm dia Blank flange |
| 73 | Jointing the C.I. Double flanged pipes and specials with rubber insertion to the required specifications with M.S. bolts and nuts, complete and testing the pipies to the required pressure with water (including cost of jointing materials)For depth upto 2m, |
| 74 | 400mm dia |
| 75 | 300mm dia |
| 76 | 300mm dia |
| 77 | Bill No: 4 PANEL ROOM- 6m x 3m Size |
| 78 | Excavation in hard stiff clay, stiff black cotton, hard red earth, shales, muram, gravel stoney earth and earth mixed with small size boulders as per SS 20B with initial lead of 10m and lift of 2.0m etc. complete. |
| 79 | Upto 2.0 m below GL |
| 80 | 2.0 to 3.0 m below GL |
| 81 | Supplying and filling sand for foundation and basement including watering, consolidating, ramming etc. complete. |
| 82 | Cement concrete 1:3:6 using 40mm gauge hard broken stone jelly including laying in layers of not more than 15cm thick including ramming curing etc complete |
| 83 | Upto 1.5 m below GL |
| 84 | 1.5 m to 4.5 m below GL |
| 85 | Providing form work with centering for soffits of reinforced cement concrete slabs or plain surfaces including strutting upto 3m high. |
| 86 | Upto 3.0 m height above and below GL |
| 87 | Above 3.0 m upto 4.0m height above GL |
| 88 | Above 4.0 m upto 5.0m height above GL |
| 89 | Above 5.0 m upto 6.0m height above GL |
| 90 | Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M30 grade for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly excluding the cost of centering and shuttering and reinforcement but including curing, fixing, fan clamps etc., as per standard specification and as directed by the Board officers complete. |
| 91 | Upto 1.5 m below GL |
| 92 | 1.5 m to 4.5 m below GL |
| 93 | Upto Plinth above GL |
| 94 | Upto 4.5 m above Plinth |
| 95 | 4.5 m to 9.0 m above Plinth |
| 96 | Sun shade laying C.C. 1:2:4 for RCC sunshade work using 20mm hard broken stone jelly 80mm thick at wall end and 50mm thick at free end projecting 600mm from wall face moulded along with RC lintels and tailed into the full thickness of wall where there are no lintels excluding cost of reinforcement but including centering, shuttering, compacting, curing and finishing, etc., complete |
| 97 | Supplying and fabricating CRS/Thermo Mechanically Treated High Corrosion Resistance bars manufactured by Primary steel producers/Integrated Steel Plants as per IS:1786-2008,including fixing with binding wires, assembling and laying in position for all RCC works as follows: 10mm - 32 mm dia rod (Fe-500 D Grade with CRS material) |
| 98 | Stock brick work in cement mortor 1:4 using second class bricks including curring etc. complete for 23 cm thick wall |
| 99 | From 1.5 m below GL & upto plinth level above GL |
| 100 | For Groud floor upto 4.5 m from Plinth |
| 101 | For 11 cm thick wall |
| 102 | Upto 4.5 m above First Floor level |
| 103 | Plastering with C.M 1:3 for 20 mm thick including curing etc. complete |
| 104 | Plastering with C.M 1:3 for 12mm thick including curing etc. complete |
| 105 | Special celling plastering 10mm thick with C.M. 1:3 for RCC slabs and beams, columns, roof slabs and sun shade |
| 106 | Supplying and fixing of PVC Doors of shutter panels dimension 20mm x 200mm thick, shutter frame dimension 24mm x 57mm and outer frame dimension 40mm x 48mm and wall thickness of 1.5mm (+ 5%) make Jain profile with reinforcement of wood. Outer frame and doors are connected by standard fittings of 3\\" stainless steel hinges 3 nos with 4\\" plastic handle 2 nos and 8\\" aldrop 2 nos and with required screws etc complete. |
| 107 | Flooring 100mm thick base concrete in C.M. 1:4:10 using 40mm B.G. jelly etc. complete |
| 108 | Paving Hydraulic Pressed Cement Double Charged Vitrified Tiles of size 800 x 800 x 10mm finished thickness with small Verona or Indian Marble Chips (other than Salem Magnasite) with CM 1:3, 20mm thick and painted with same colour Cement including polishing with power polisher to a high degree of polish so as to be perfectly smooth and glossy with GREY colour |
| 109 | Supplying and fixing in position Cement based hydruali-cally pressed Anti-Skid tiles (pattern design) 20 mmthick in cement mortar 1:3 , 20 mm thick & pointed with same colour of cement etc.,complete. |
| 110 | Dadooing walls with glazed tiles of sizes 15cmx15cmx6mm thick laid in CM 1;2, 10mm thick and pointing with white cement using 0.4 Kg/m2 including finishing the joint and pointing flush with tile surface, etc., complete |
| 111 | Main room |
| 112 | Toilet |
| 113 | Terrace flooring with two course of pressed tiles 15x15x12 cm using cement mortor 1:3 mixed with crude oil 10% by weight of cement and pointed with same oiled mortor |
| 114 | Weathering course: Concrete with broken brick jelly 20mm guage in pure slacked lime over RCC roof slab in proportion of 32:12 (no sand to be used) well beaten with wooden beaters to be required depth of 80mm thick and giving rerquired slope and thickness to roof as required etc. complete. |
| 115 | Supplying and erecting rolling shutters 76mm, 18 guage of galvanized steel sheet with push and pull type or self coiling type operated by pulling hook with top cover including locking arrangements and fixed in position inside or outside etc. complete and painting with priming coat of red oxide without lock (Payment will be made only for actual opening of shutters) |
| 116 | UPVC OPENABLE TYPE WINDOW SIZE 1.2M X 1.3MSupplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Windows of casement type (open) from the profile the size of outer frame 60mm x 58mm and shutter profile are reinforcement with G1/1mm 125GSM and 100% corrosion free, the profiles are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all the edges of frame and shutter the shutter will be provided with Espag multi power point locks and also it operates as handle. The corners and joints should be welded and cleaned. Radiations free pin headed plain or brown colour glass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and should have key lockable action, security protective hinges, strong locking systems and as per size for arresting noise and energy loss. The connecting mechanism between sash and outer frame that enables opening of the window. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The window should be got approved from the Executive Engineer before use on work |
| 117 | ALUMINIUM DOOR SINGLE LEAF SIZE 2.1M X 1.0MSupplying, fabricating and fixing in position of Alumi. Anod. natural colour matt finish door half glazed and half PLB board using 12 mm thick PLB board and 5.5 mm thick glazed door using rectangular Alu.Box section of size (Frame : Section - 101.60 x 44.45 x 3.18 mm @ 2.399 Kg/m, Shutter : Top, Middle, Vertical style- 50 x 44.45 x 2.5mm @ 1.292 Kg/m, Bottom - 100 x 44.45 x2.5mm @ 1.974 Kg/m) with necessary accessories such as rubber beading, Al. Clips, Best double action floor springs, Aluminium Handles on both sides, floor stopper, Tower bolt, Locks and glass including all materials, Labour, power consemption charges required for fabrication if necessary chipping, dismantling making necessary holes in RCC Coloums, Beams or Masonry wherever necessary with power drill to the extent required and made good to the original conditions after fixing etc.,complete. The Alumi. surface must be anodised with matt finish under electrically controlled condition in accordance with IS specification 1868 / 1962 of Anodic filthickness of not less than 15 Microns (Fifteen) for all sections.All the materials should be got approved by the Site Engineer before fixing as directed. |
| 118 | LOUVERED VENTILATORSupplying and fixing in position aluminium anodised colour matt finish Louvered Ventilator. The outer frame will be 62x38x2mm @ 1.17 kg/m and the louvers with moving arrangements will be made with Alu. Channel of size 60x30x4mm @ 1.27 kg/m with necessary glass pans for louvers 4mm thick Al. Clips, including all materials, labour & power consumption charges required for fabrication if necessary chipping dismantling making holes in RCC columns, beams or masonry wherever necessary with power drill to the extent required and make good to the original conditions after fixing etc., complete. The Aluminium surface is to be anodised with matt finish under electrically controlled condition in accordance with ISI specification 1868/1962 of anodic film thickness of not less than 15 microns (fifteen) for all sections. All the materials should be got approved by the Site Engineer before fixing in position as directed. |
| 119 | Supplying and fixing M.S. grills for window and gate including one coat of primer with red lead etc. complete as directed. |
| 120 | Painting with two coats of ready mixed exterior emulsion paint of good quality and of approved colour over a priming coat including thorough scrapping clean removal of dirt, etc., complete and including necessaary plaster of paris, putty, etc., wherever required.For Exterior Walls |
| 121 | Painting with two coats of ready mixed plastic emulsion paint first class quality and of approved colour over a priming coat including thorough scrapping clean removal of dirt, etc., complete and including necessaary plaster of paris, putty, etc., wherever required.For Interior Walls |
| 122 | White washing three coats (Ceiling) |
| 123 | Painting two coats with superior quality ready mixed paints of chocholate colour, light green, grey colour or any other approved colour over painting with primary coat (red lead) on new iron work: Rolling Shutter |
| 124 | Refilling with excavated soils (other than sand) complying with standard specifications for filling in foundations & basement |
| 125 | Disposal of surplus earth |
| 126 | SANITARY ARRANGEMENTS |
| 127 | Providing and fixing colour glazed European water closet with rose wood seatings (Black) low level flushing tank with fittings, etc., complete. |
| 128 | Providing and fixing 110mm dia PVC soil or vent pipe |
| 129 | Providing and fixing 110mm dia PVC. Soil or vent pipe bend without door arrangements |
| 130 | Providing and fixing 50 mm dia CI soil pipe bend without door arrangement for bathroom |
| 131 | Providing and fixing 50mm dia PVC soil or vent pipe |
| 132 | Providing and fixing 15 x 10 cm SW gully trap with CI gratings in BJ concrete in CM 1:4:10 with silt pit diaphragm arrangements etc., complete. |
| 133 | Supplying, laying jointing and testing 110 mm dia UPVC pipe including earthwork excavation for trenches in hard stiff clay, stiff black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m. lowering the pipes into the trenches, aligning, refilling the trenches with excavated earth in layers of not more than 23cm thick watering, ramming to consolidation and disposal of surplus earth etc., complete at average depth of 1.0 m |
| 134 | Construction of inspection chambers of following sizes with earth work excavation for foundation, 23cm thick concrete bed using 40mm brick jelly concrete in C.M. 1:4:10 for foundation, brick work in C.M. 1:6 for chamber, plastering with C.M. 1:3,12mm thick, benching, channelling, supplying and fixing 45x45cm medium weight FRC cover and frame, etc., complete for a. 60cm x 60cm x 90cm |
| 135 | WATER SUPPLY ARRANGEMENTS |
| 136 | Supplying and fixing 55cmx40cm laboratory wash basin white glazed with lead and brass connection CP pillar tap, lead waste pipe, C.P plug with single chain, etc., complete. |
| 137 | Supplying and fixing best mirror of size 60cmx45cm of 6mm thick with plywood back including necessary fittings, etc., complete |
| 138 | Supplying and fixing C.P towel rails 45cmx 20mm |
| 139 | Supplying GI pipes and specials of size 25 mm dia including cutting, threading and jointing with necessary specials including carting the materials, fixing to wall with necessary clamps and screws, making holes in roof, repacking the same with necessary brickwork and plastering wherever necessary with scaffolding etc., complete |
| 140 | Supplying and fixing 25 mm GI Gate Valve |
| 141 | Drilling of bore wells of size 6\\"to8\\" dia in Sedimentary formation using hand boresets including insertion of casing pipes supplying and packing of pebble sand conveyance of hand Bore set including loading and unloading. |
| 142 | Labour charges for inserting casing pipes assembly (with slot or without slot) in the drilled hole including welding the joint etc., complete and supplying and packing the annular space with pebbles of size and quality as approved by the Executive Engineer |
| 143 | 150mm dia Casing Pipes assembly |
| 144 | Charges for developing the Borewell with air compressor of 600CFM capacity (Minimum8Hours) including transportation, labourandfuel charges for compressor as directed by CMWSSB Officers and conducting yield test by 'V' notch method. |
| 145 | Labour charges for the erection of submersiblepumpset in borewell/openwell including fixing and jointing submersible cable with proper clamps upto the starter to required depth and also fixingof riser pipes to the required depth valves erection clamps,pressuregauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, voltmeter, Ammeter, three pilot(indicating) lamps capacitor single phasing preventor,water level guard and laying and jointing the cables and twin earthing asper IE rules etc., complete and testing the pumpset and trial run for 10 days. |
| 146 | Upto 5 HP |
| 147 | Supply and delivery of clear water vertical wet type submersible pump conforming to IS 8034/2002 and as amended thereafter and BEE 3 Star Rated capable of discharging noted LPM against head of water column due to all causes. The pump shall be with stainless steel shaft and dynamically balanced bronze or Cast SS impeller, brass screws and CI FG 200 grade pump bowl/diffuser with ISI mark. The pump shall be directly coupled to a continuos rated two pole suitable wet type vertical squirrel cage induction motor suitable for operation in AC single phase 230 V+/- 10 %,50 HZ +/-5 % |
| 148 | Rate for flushing of borewell of 6\\" dia requiring less than 4 hours operation using drill rods/hose with required size of pipes for various capacity compressor including transportation, labour, and fuel charges for compressors as directed by the CMWSSB Officer and conducting yield tests by 'V'notch method if required. (125cfm) |
| 149 | Bill No: 5 DG Platform |
| 150 | Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M25 grade for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly and crushed stone sand (M sand) excluding the cost of centering and shuttering and reinforcement but including curing, fixing, fan clamps etc., as per standard specification and as directed by the Board officers complete. |
| 151 | upto Plinth level |
| 152 | Providing form work with centering for soffits of reinforced cement concrete slabs or plain surfaces including strutting upto 3m high. |
| 153 | Supplying, fabricating and laying in position MS or RTS rods for RCC works including cost of steel, binding wire, cutting, cranking and tying in position with binding wire assembly etc., complete |
| 154 | Bill No:6 Compound wall |
| 155 | Clearing heavy jungle |
| 156 | Earthwork excavation and depositing on bank with initial lead of 10 metres and initial lift 2.00m (in all type of strata) in hard stiff clay stiff black cotton, hard red earth, shales, Muram, gravel, stoney earth and earth mixed with small size boulders S.S. 20-B. (excluding timbering and bailing out sub-soil water) as per P.W.D. standard schedule of rates for Chennai City. |
| 157 | Upto 2.0 m below GL |
| 158 | Supplying and filling M-sand for foundation and basement including watering, consolidating, ramming etc. complete. |
| 159 | Cement concrete 1:3:6 using Crushed stone sand (M-sand) and 40mm gauge hard broken stone jelly for plain cement concrete works including laying in layers of not more than 15cm thick including ramming curing, etc., complete |
| 160 | Upto 1.5 m below GL |
| 161 | From 1.5 m to 4.5 m below GL |
| 162 | Providing form work with centering for soffits of reinforced cement concrete slabs or plain surfaces including strutting upto 3m high |
| 163 | Upto 3 m above and below GL |
| 164 | Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M25 grade for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using Crushed stone sand (M-sand) and 20mm and down graded machine broken granite stone jelly excluding the cost of centering and shuttering and reinforcement but including curing, fixing, fan clamps etc., as per standard specification and as directed by the Board officers complete. |
| 165 | Upto 1.5 m below GL |
| 166 | Upto 1.5 m above GL |
| 167 | From 1.5 m to 4.5 m above GL |
| 168 | Supplying and fabricating CRS/Thermo Mechanically Treated High Corrosion Resistance bars manufactured by Primary steel producers/Integrated Steel Plants as per IS:1786-2008,including fixing with binding wires, assembling and laying in position for all RCC works as follows |
| 169 | Stock brick work with II class bricks in cement mortor 1:5 (Crushed stone sand (M-sand)) for 23 cm thick walls including curing etc. complete. |
| 170 | Upto 1.5 m above GL |
| 171 | From 1.5 m to 4.5 m above GL |
| 172 | Band course work flat 10mm to 12mm thick and 50mm deep with C.M. 1:3 (Crushed stone sand (M-sand) including curing, etc., complete as directed |
| 173 | Cement concrete 1:3:6 using Crushed stone sand (M-sand) and 12-20mm gauge hard broken stone jelly for plain cement concrete works including laying in layers of not more than 15cm thick including ramming curing, etc., complete |
| 174 | From 1.5 m to 4.5 m above GL |
| 175 | 20mm thick sand faced cement plaster on wall upto hight 10 meters above ground level consisting of 12mm thick backing coat of CM 1:3 ( 1 cement : 3 sand ) and 8mm thick finishing coat of CM 1:1 ( 1 cement : 1 sand ) etc complete |
| 176 | Colour washing two coats over one coat of white washing |
| 177 | Supplying and fixing 0.43 cu.m. of broken glass pieces on the coping of the compound wall with C.M. 1:3, 20mm thick including curing, etc., complete as directed |
| 178 | Supplying and fixing barbed wire fencing over the proposed compound wall with ‘L’ angle iron 50 x 50 x 6mm & 1.45m posts bent to shape at 2.5m centres with 6 rows of barbed wire and also in a zig zag manner at 25cm c.c. connecting all the rows with barbed wire will be of 2 ply and 12 gauge or other approved size including drilling hole in ‘L’ iron posts and fixing the posts in cement concrete 1:2:4 of size 15x15x45cm etc as directed. |
| 179 | Refilling with excavated soils (other than sand) complying with standard specifications for filling in foundations and basement |
| 180 | Disposal of surplus earth |
| 181 | Supplying and fabricating and erection of iron gate with of required size as per direction at site with G.I pipes of 50 mm and specials at all sides and 40x40x6mm angles as bracing on which 2 No.of m.s sheet of 16 gauge of size 2x2m each is welded as two halves fixing letter ''METROWATER' including one coat of primer with red lead etc.compete as directed. |
| 182 | Painting with two coats of ready mixed plastic emulsion paint first class quality and of approved colour over a priming coat including thorough scrapping clean removal of dirt, etc., complete and including necessaary plaster of paris, putty, etc., wherever required. |
| 183 | Providing and fixing gardening items on site as directed. |
| 184 | Spider Lilly |
| 185 | Providing and fixing planting plants and shrubs on compound wall as directed |
| 186 | Bill No:7 Odour Control Unit |
| 187 | Supply and delivery of odor control equipment with required Air flow suction capacity from sewage pumping station. Equipment should be capable to remove odor from sewer exhaust by using physical adsorption and chemical conversion. Adsorption uses activated carbon to act as the media.Equipments capable to remove 99.9%of all incoming contaminates.Odor control unit shall be very high efficient and capable to regenerate of carbon. Technical specification need to approved concern departmental engineer in charge.Odor control unit inclues all basic and required components i.e; platform for instalation, Damper, Inlet, Drainage point, View Panel, Control panel with all electric accessoiries,media fillinf port, Pre filter, Regeration Port, Outlet, Adsorption Column. All components satisfied the required design parameter and Material of construction is MS with epoxy lining. Power supply three pahse. Noise level should be as per IS.Equipments rate Inclusive of transortaion, loading, unloadin, freight, all taxes, packing, installation on site, with satisfactory competion f testing and commisioning.Air flow suctioncapacity : 2000 CFM |
| 188 | Bill No: 8 Supply, Delivery, Erection & Commissioning of Electrically Driven Non clog Submersible Sewage Pumpsets with allied Electrical works for Sewage Pumping Station near for UGSS |
| 189 | Supply, delivery, erection, testing and commissioning of non-clog submersible sewage pumpset with following duty point, driven by 3 Ph, 415 V, AC, 50 Hz, Electrical Motor with suitable weather proof cable (Copper ) of total length of 25 m, control panel, Pedestal Coupling, required length of guide wire / guide pipe, M.S.(GLVD) lifting chain, necessary level controlling probes with sufficient length of armoured copper LTUG cable to connect the probe from the junction box to the control panel, fasteners including laying of pump cable under ground with suitable conduit and clamping on walls in trays and incidental civil works etc.complete. |
| 190 | Sew. Pump -7200 lpm againt a total head of 22m |
| 191 | Sew.Pump 10500 lpm against a total head of 25 m |
| 192 | Supply, delivery, erection, testing and commissioning of following sizes of power shunt capacitor for power factor improvement, suitable to operate on 415V, 3Ph,50Hz A/C supply, on suitable angle iron frame-works (37.5 mm x 37.5 mm x 6.24mm ) at a height of 0.25m from the ground, including earthing and incidental civil works etc., complete. |
| 193 | Sew. Pump - 10 kVAR |
| 194 | Supplying and fixing of 300 Amps Triple Pole fuse carrier in MS Sheet steel encloure with provision for accommodating the TNEB meter including earthing etc., complete. |
| 195 | Supplying and fixing of 300 Amps Triple Pole SFU with HRC fuses on suitable angle iron frame with earth connection only. |
| 196 | Supply, delivery, erection, testing and commiossioning of floor mounted M.V.panel with aluminium bus bars and consisting of the following accessories with necessary interconnections between busbars, switches and trunking box, measuring instruments such as voltmeters,ammeters with selectorswitches, energy meter,phase indicating lamps, etc., complete with incidental civil works & constructing concrete plinth for MV Panel above MFL and comprising of following; |
| 197 | Capacity of M.V. Panel - 300 AmpsDG set Inter locking-2 nos300 A FP(SN) MCCB 35 kA (for EB) - 2 No150 A TP MCCB 35 kA for Sew. Pump - 2 Nos63A TPMCCB35kA (forSew. Pumpcap.)-2Nos32A TPMCCB35kA -2 nos |
| 198 | Supplying and clamping of variuos sizes of PVC insulated PVC sheathed armoured aluminium LT UG cable by MS clamps on wall or in a trench to be excavated at a depth of 2 ½ ' putting 6” layer of sand and covering the cable with brick and sand refilling the earth to make good as directed. |
| 199 | From 300 Fuse Carriers to 300 Amps SFU & from there to 300 Amps MCCB Switch of MV panel (Wall) size 3.5C, 240 Sqmm |
| 200 | From 150 A MCCB of MV Panel to Control Panel of Sew. Pump (Wall) size 3.5 c, 120 Sqmm |
| 201 | From 63 A MCCB of MV Panel to Sew. Pump Capacitors (Wall) size 3C, 25 Sqmm |
| 202 | From 32A MCB of MV Panel to LDB and PLC Panel (Wall) size 4 core 10 sq.mm |
| 203 | From control Panel of Pump to Local P.B. Station and for PLC signal cables size 3 core 25 sq.mm copper (Under ground) |
| 204 | Supplying and fixing of cable gland and termination with Al. cable lugsfor the following sizes of PVC insulated PVC sheathed armoured alumunium LT UG cable and with earth connection. |
| 205 | size 3.5 C, 240sqmm (EB) |
| 206 | Size 3.5C, 240 Sqmm(DG) |
| 207 | Size 3.5C, 95 Sqmm |
| 208 | Size 3.5C, 95 Sqmm |
| 209 | Size 3C, 25 Sqmm |
| 210 | Size 3C, 25 Sqmm |
| 211 | Size 4 core 10 sq.mm (LDB &PLC) |
| 212 | Size 4 core 10 sq.mm (LDB &PLC) |
| 213 | size 3 core 2.5 sq.mm copper |
| 214 | size 3 core 2.5 sq.mm copper |
| 215 | Supply delivery and fixing of out door weather proof junction box fabricated in MS sheet steel (12 SWG for front 14 SWG for other sides) near the suction well for terminating the Pump power cable and control cable on an angle iron frame at convenient height for working and above the local MFL with provision for terminal block & earthing as per IS including incidental civil works etc.,complete. |
| 216 | For Sew. Pump |
| 217 | Supply, delivery and fixing of out door wheather proof Local Push Button station in the compartment provided in the Junction Box with 1 No\\"ON\\" and 1 No \\"OFF\\" push buttons (the \\"OFF\\" push button shall be locable in \\"OFF\\" position). |
| 218 | Supply, delivery and erection of Single Phase 6 way32 Amps, 10kA LDB with the following:1 No. of 16A, DP RCCB4 Nos of 6A, SP MCBin MS sheet steel enclosure fitted with busbars and neutral links and suitable angle iron frame works with provision for earthing etc. complete. |
| 219 | Runof 2 of 2.5sq.mm. PVC unsheathed copper SCcable in conduit pipe for mains continuous earth connection by 14SWGTC wire |
| 220 | Wiring with 2.5 sq.mm. PVC unsheathed copper single core cable in MSconduit pipe for lights with MS joint box and MS switch box only inflush with wall and coveredby PVC sheet of 3mm thick cover with continuous earth connection by 14SWG TC wire. |
| 221 | Light points |
| 222 | Wiringwith2.5sq.mm. PVC unsheathed SC copper cable on suitable rigid PVC pipe for 5A 3pin CS plug non interlocking including S&F plug pin top in TW box with continuous earth connection by 14 SWG TC wire |
| 223 | Lighting Fixtures |
| 224 | 20W 4 Feet LED fitting with LED |
| 225 | 18W LED 3000K Round Type Recessed Fitting with LED |
| 226 | Supplying and fixing of 12” sweep AC exhaust fan complete including providing necessary opening in the wall |
| 227 | Supplying and fixing of 48” sweep AC ceiling fan complete with regulator with 1m downrod (steampipe) including supplying and fixing of fan clamp with side plates and cross arm |
| 228 | 48W LED Street Light Fitting with LED |
| 229 | a)Supply and erection of 1 No 3\\" dia 2 m long tubular Wall Mounted post with complete 120W LED lamp with necessary fitting and other accessories etc. |
| 230 | Supplying and clamping of PVC , LTUG cable by M.S.clamps on wall for 2 core 4 sq.mm |
| 231 | Suppling and fixing of cable gland and termination with earth connection for 2 core 4 sq.mm |
| 232 | Supplying and fixing of 15 amps, single phase, DP SFU switch with F&N on suitable TW Board with earth connection only |
| 233 | a)Supply and delivery of the following safety equipment a) 5 kg capacity ISI marked dry chemical powder type fire extinguisher |
| 234 | First Aid box ( medium) |
| 235 | Fire bucket - 3 Nos with MS stand |
| 236 | Rubber mat 6mmthick of 1.1 kv grade of size 2m x 1m |
| 237 | Fire safety rules chart |
| 238 | Shock treatment chart |
| 239 | \\"Caution / Danger\\" Board |
| 240 | Supply and delivery of the following tools: |
| 241 | Electrical tester |
| 242 | Supply and delivery of Rechargeable emergency lamp with 600mm Fluorocuent lamp, dry type rechargable battery etc.,complete. |
| 243 | Earthing as per ISI specifications with necessary masonary work |
| 244 | Supply and connection of earthing conductor including two coats of approved painting and laying between earth pit and equipments 25 x 6 mm GI Flat |
| 245 | 25 x 6 mm GI Flat |
| 246 | Supply, Delivery, erection, testing and commissioning of PLC Control Panel including the Remote Terminal Unit/ Programmable Logic Controller (RTU/PLC), Human Machine Interface (HMI), GPRS modem, 1 kVA UPS and accessories along with mounting assembly & cables including installing the PLC programming package and interconnecting with the existing SCADA System at Centralized Monitoring Location (the software will be provided by CMWSSB) as directed by Engineer and interconnecting with the ultrasonic level transmitters, electromagnetic flow meters and with existing MV panels, Capacitor panels at each sewage Pumping Station to switch ON/OFF the pumps based on level feedback, Switch ON/OFF the existing capacitor bank to maintain Powerfactor as per EB norms, and to monitor EB/ DG supply including incidental civil works and automatic turn on of DG in case of power cuts and LDB to be set with timer for 12 hrs from 6.00PM to 6.00AM etc., complete. |
| 247 | Supply, Delivery, erection, testing and commissioning of Ultrasonic Level Transmitter of range 0 - 15 meters in the collection well with necessary mounting arrangements including incidental civil works etc complete. |
| 248 | Operation and maintenance of the installation: Operation and maintenanceof the plant with all auxiliary equipment for a period of 120 days after satisfactory supply, erection , commissioning and operating the entire plant for 30 days, free of cost by the contractor before handing over the plant to the Board. |
| 249 | Supply, delivery, erection, testing and commissioning of following capacity Diesel Generator set, Phase, 50Hz, 415V, consisting of Diesel Engine capable of delivering continous brake horse power with standard fittings, water-cooled Radiator, acuostic enclosure to restrict the noise level as per TNPCB norms, Residential silencer with exhaust pipe arrangements, suitable alternator (brushless), self-excited, self-regulated, suitable for continous operation. Standard control panel consisting of ammeter with CT's and selector switch, voltmeter with selector switch MCCB, energy meter, earth fault relay, indicating lamps, fuses, and required 1.1KV grade PVC armoured aluminium cable from alternator to alternator control panel , 12/24V battery, battery leads, battery charger etc.Coupling with guard ,Fuel tank ( 8 hours capacity ) common rigid MS channel Base frame, antivibration mounting pad setc.complete. |
| 250 | 160 KVA |
| 251 | Sub Total (excluding GST) |
| 252 | GST @18% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysJul 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
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