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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.3 LAccepted-AOC | ₹18.3 L | L1 | Accepted-AOC 1st lowest bidder |
| 2 | L2₹18.3 LRejected-Finance | ₹18.3 L | L2 | Rejected-Finance 2nd lowest bidder |
| 3 | L3₹18.3 LRejected-Finance | ₹18.3 L | L3 | Rejected-Finance 3rd lowest bidder |
Tender Value
₹18.3 L
EMD Value
₹36,641
Closing Date
31 Jan 2026, 3:00 pmClosed
Executive Engineer
Bidhannagar Municipal Corporation
Sinking and lowering of Heavy Duty UPVC tubewell of 300 mm x 200 mm x 170 mtr including supply of Pipe and other accessories near AB/8/75 (Nirala bari) at Deshbandhunagar within Ward No. -10 under BMC. (Councillor Fund 2024-25)
2026_MAD_989358_2
NIT No- 1245/PHE(C)/BMC (4th call), Dated-15/01/2026
Open Tender
PLUMBING WORKS ORG
30 days
Bidhannagar Municipal Corporation
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹36,641
11 Jun 2026
15 Jan 2026
2 Feb 2026
15 Jan 2026
31 Jan 2026
15 Jan 2026
Labour for boring through any type of soil for sinking tube well of required dia with top enlargement by rig boring system (either by reserve circulation or by direct rotary method)including hire charges and labour for rig machine,tools and plants , staging, force pumping set and making arrangement for water required for boring etc. complete and lowering of pipes, strainers, blind pipes etc. complete. For depth upto 250 metre for 200 mm dia. Tube well with top enlarge. of 300 dia. (i) First 50 metres
(ii) Next 50 metres
(iii) Next 50 metres
(iv) Remaining 100 metres
Geophysical investigation of the acuifer by Electro-logging system with all tools and plants as necessay including supply of necessary report.
Supply,fixing and fitting the following accessories: (i) 300mm x 200 mm dia UPVC reducing socket.
(ii) Supplying, fitting and fixing G.I. cap at top of 300 mm.
(iii) Supplying, fitting and fixing 300 mm M.S. housing clamp of approved quality.
(iv) Providing 200 mm centre guide.i) With Clamp
(v) Supply of PVC pipes & fittings (medium duty) conforming to ASTMD -1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). Threaded End Cap- 200 mm dia.
(vi) B) Supply of E.R.W.M.S. black pipe of approved make(heavy quality) as per standard specification having wall thickness not less than 8 mm. (ii) 300 mm dia. (internal)
Supply of PVC pipes & fittings of 80 Schedule (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). a ) 200 mm dia inside diameter.
b ) 300 mm dia inside diameter.
Supply and delivery at site of UPVC medium well screen (RMS) pipes with ribs conforming to IS 12818:2010 (CIPET certified) (a) 200 mm. dia
Packing the annular space between the out side of the tubewell pipes, strainer and the bore with pea size washed gravel of approved quality havin size of 2mm to 5mm approved by the E-I-C including labour and equipment.
Packing the annular space between the outside of the housing pipe and the bore with puddle clay balls of approved size as per the E-I-C with all materials & labour complete
Washing and developing tube well with air compressor pump and engine for 8 (eight) hours continuous pumping per day with necessary arrange ments for testing the yield in gallons per hour with 'V' notch including labour charges for all tools and scaffolding as required.
Collecting sample of water for bacteriological and chemical test from any depth at any time during execution of work including hire and labour charges for tools and plants and sterilising the equipments, paying all charges and fees, testing etc. complete in all respect as per direction.
Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In ground floor including roof. (a) upto 150 mm. thick
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m.as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm.
Supply and laying at site ISI mark socket and spigot jointing system centrifugally cast DI K7 Pipes conforming to IS: 8329-2000(Third Revision) in standard length for push on joint (rubber gasket) with internal cement morter lining and external protection by metallic zink coating with finish layer of epoxy/bituminous coating of outside as per IS: 8329-2000 specification with necessary jointing including transportion (b) 150 mm. dia
Laying and jointing C. I. pipes and specials to required level alignment as per specification drawing and direction of E. I. C. complete with necessary specials that bends, C. I. caps, plugs etc. complete as per direction of E. I. C. 100mm to 300mm dia
Flange joint to C.I/D.I/M.S SPUN pipes and specials Including supply of rubber gasket ,nuts, bolts, washers etc. of best make the joint water tight at required hydraulic pressure all complete specification and direction of the E.I.C. b) 150 mm dia.
Renewing specials only cast iron pipe conforming to I.S.1536/1976 including cutting trenches in any soil or through masonry,concrete etc.,if necessary and Mending good damages including jointing with Tyton joints as per specification excluding the cost of concrete or masonry required but including cost of filling up trenches.
Cutting of C.I/D.I. pipes for fitting with pipes and/or specials of similar or dissimi lar materials at the time of laying without damage of the required length including taking out of the broken pieces from the trench and restacking the same at the specified location as per direction of the Engineer-in-Charge. B) 150 mm dia.
Chamfering the spigot end of C.l./D,l. pipes for fitting with the socket of C.I./D.I pipes and/or specials in tyton jointed water mains or other wise using electric grinder as per specification and direction of the Engineer-in Charge. 150mm dia.
Supply of Single/Double bit SBR gasket suitable for jointing CI/DI pressure pipes, conforming to IS : 5382 : 1985 [Popularly known as ‘Tyton Gasket’] 150 mm.
C.I. Sluice valve with flanged ends drilled to as per I.S.1358/62 and having all cast iron components as per I.S.780/71 solid forged bronze inside screw spindle nut valve and seat faces of hard ware resisting . Manufactured from best quality gunmetal conforming to I.S.780/71,painted black all over with asphalt base paint tested to 21kg direction, fitted and fixed complete. a) 100mm dia
b) 150 mm dia
Supplying, fitting and fixing of C.I. Mechanical Compression Transition Collar Couplings suitable for jointing C.I. Spun Pipes (as per IS: 1536) and D.I. Pipes (as per IS: 8329) with corresponding Inch size Pipes (as per Class B of BS: 1211). The Couplings to be supplied complete with Sealing Rubber Gasket of EPDM quality (IS:5382/1985 Type-4), Cast Iron Follower Glands and Mild Steel Nut Bolts. The whole assembly should be mechanically and hydraulically tested to the provisions as laid down in IS: 1538. Fitting and fixing should be in proper position with proper care of main pipe line for leak proof condition. 150mm x 6 inch. with length 100mm
Sluice valve chamber with C.I. heavy cover with locking arrangement, (weight not less than 25 kg) (size of chamber 450 mm X 600 mm inside upto 900 mm depth) 250 mm thick cement brick walls (6:1), 150 mm thick cement concrete (6:3:1) bed with stone chips, 20 mm thick cement plaster (6:1) for inside wall and 15 mm thick cement plaster (4:1) for outer walls including rounding corners.
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity).
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per rele vant IS codes(i) Pakur Variety.
Supply, Delivery of 15 / 20 HP KSB Submersible Motor Pump [Pump Model : BPH- 333 / 384 of wet winding type. Pump Duty: 50-110 CUM / HR. At the Head: 48-35 mtr
Supply of “Finolex” PVC flat cable of 1 x 3C x 6 sq.mm
Supply of 100 / 125 mm dia E.R.W.M.S.TATA [M]column pipe of 3mt length with both side threaded.
Supply and fitting of 100/125 mm dia MS heavy Nipple of 300 mm long as adoptor for pump with security cross.
Supplying, fitting, fixing bolts with nuts, washer:(ii) 20 to 25 mm dia bolt: (a) Length up to 75 mm dia:
Supply of 3 mm thick special type cloth wrapped Rubber Gasket
Lower down of 39 meter TATA heavy pipe of 100/125 mm dia of 3M length with both side flanges welded and jointed with repaired 10/12.5 HP KSB Submersible Motor Pump set after fixing and Jointing rubber gasket, nuts-bolts and washer including hire charges of tools and plants and taking out the same.
Supply Of Split type M.S. fabricated tube well cover for 200mm pipe with clamping arrangement with holes for column pipe, cable entry.
Supply Of Heavy duty 100/125 mm MS Suspension Clamp of 20 inch from 14mm MS Sheet with necesary nuts,bolts complete
CIDF-80mm PN-1 sluice valve of brass spindle, 80mm NRV, 80 mm CIDF-2', 80 mm bend of 90 degree, 80 mm A/Flange Tee with Blank Flange etc as required.
Supplying and fixing Sheet steel Main Switches on flat iron frame on wall of 415V TPN with fuse on L&N of 100 amp. of Havels make with rewire type fuse.
Installation of LT Control Panel Box & layout of cable line from SEB meter to all ITEM including supply of 10 sq.mm Finolex wire,PVC pipe and other material as required along with insallation upto 12.5 HP KSB pump and fixing of CIDF materials.
Earth link arrangement by GI pipe (50mm) of 5 ft long x 2 sets direct in ground with MS earth bus bar mounting on wall including drawing of GI earth conductor from earth electrode including supplyy of all components as required.
Internal Electrification of the pump house by PVC pipe for four nos.light point and one nos. plug point with necessary wiring material and channels, tube set, other fitting with of 15 amp Main swich.
Brick work with 1st class bricks in composite mortar with cement, lime and sand (1:1:6) (1 cement:1 lime putty/paste:6 sand) (a) In foundation and plinth
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (ii) With 1:4 cement mortar (a) 15 mm thick plaster
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
Testing the total electrical work, start up of Submersible Motor Pump by 25 KVA Gena rator entire satisfaction of the EIC.
Cost of S.C charges payable to WBSEDCL where installed load is less than 50 KVA
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