Indian Tenders

Tender Notice

TDR 48866878
Tendering Authority Public Health Engineering Department
Tender No WBPHED/EE/MD/NIeT_09 of 2025-2026
Tender ID 2025_PHED_838064_6
Tender Brief Corrigendum : Design, Fabrication, Supplying, Installing, Commissioning And 3 (Three) Months Trial Run Of 45 M³/Hr. Capacity Of Iron Elimination Plant (Pressure Type) With Provision Of Polishing Unit And Construction Of 3.60 Mtr. X 3.00 Mtr. Blower Room Of Head Work Si
City malda
State West Bengal
Document Fees Refer document
EMD INR 35925.0 /-
Tender Value INR 17.96 Lakhs /-
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Design, Fabrication, Supplying, Installing, Commissioning and 3 (three) months Trial Run of 45 m³/hr. capacity of Iron Elimination Plant (Pressure Type) with provision of polishing unit and Construction of 3.60 mtr. X 3.00 mtr. Blower room of Head Work Site of JATRADANGA Water Supply Scheme of Old Malda Dev. Block under Malda Division P.H.E Dtein the District of Malda

Corrigendum Details

Sr No CorrigendumDate Corrigendum CorrigendumType NewSubmissionDate
1 23-04-2026 WBPHED/EE/MD/NIeT 9 of 2025-2026, Sl. No. 06 Date 25-05-2026
2 25-03-2026 WBPHED/EE/MD_NIeT_09 of 2025-2026, Sl. No. 06 Date 25-04-2026
3 25-03-2026 WBPHED/EE/MD_NIeT_09 of 2025-2026, Sl. No. 06 Date 25-04-2026
4 15-02-2026 WBPHED/EE/MD/NIeT_09 of 2025-2026, Sl No. 06 Date 25-03-2026
5 15-02-2026 WBPHED/EE/MD/NIeT_09 of 2025-2026, Sl No. 06 Date 25-03-2026
6 15-02-2026 WBPHED/EE/MD/NIeT_09 of 2025-2026, Sl No. 06 Date 25-03-2026
7 14-01-2026 WBPHED/EE/MD/NIeT 09 of 2025-2026, Sl. No. 06 Date 16-02-2026
8 14-01-2026 WBPHED/EE/MD/NIeT 09 of 2025-2026, Sl. No. 06 Date 16-02-2026
9 14-01-2026 WBPHED/EE/MD/NIeT 09 of 2025-2026, Sl. No. 06 Date 16-02-2026
10 11-12-2025 WBPHED/EE/MD/NIeT_09 of 2025-2026 Sl. No. 06 Date 15-01-2026
11 11-12-2025 WBPHED/EE/MD/NIeT_09 of 2025-2026 Sl. No. 06 Date 15-01-2026
12 11-12-2025 WBPHED/EE/MD/NIeT_09 of 2025-2026 Sl. No. 06 Date 15-01-2026
13 12-11-2025 WBPHED/EE/MD/NIeT_09 of 25-2026, Sl. No. 06 Date 12-12-2025
14 12-11-2025 WBPHED/EE/MD/NIeT_09 of 25-2026, Sl. No. 06 Date 12-12-2025
15 12-11-2025 WBPHED/EE/MD/NIeT_09 of 25-2026, Sl. No. 06 Date 12-12-2025
16 18-10-2025 WBPHED/EE/MD/NIeT_09 of 2025-2026, Sl. No 06 Date 12-11-2025
17 18-10-2025 WBPHED/EE/MD/NIeT_09 of 2025-2026, Sl. No 06 Date 12-11-2025
18 18-10-2025 WBPHED/EE/MD/NIeT_09 of 2025-2026, Sl. No 06 Date 12-11-2025
19 09-09-2025 WBPHED/EE/MD/NIeT_09 of 2025-26, Sl. No. 06 Date 29-10-2025
20 09-09-2025 WBPHED/EE/MD/NIeT_09 of 2025-26, Sl. No. 06 Date 29-10-2025
21 09-09-2025 WBPHED/EE/MD/NIeT_09 of 2025-26, Sl. No. 06 Date 29-10-2025
22 25-08-2025 WBPHED/EE/MD /NIeT_09 of 2025-2026, Sl. No. 06 Date 10-09-2025
23 25-08-2025 WBPHED/EE/MD /NIeT_09 of 2025-2026, Sl. No. 06 Date 10-09-2025
24 25-08-2025 WBPHED/EE/MD /NIeT_09 of 2025-2026, Sl. No. 06 Date 10-09-2025
25 18-08-2025 WBPHED/EE/MD/NIeT_09 of 2025- 2026, Sl. No. 06 Date 23-08-2025
26 18-08-2025 WBPHED/EE/MD/NIeT_09 of 2025- 2026, Sl. No. 06 Date 23-08-2025
27 18-08-2025 WBPHED/EE/MD/NIeT_09 of 2025- 2026, Sl. No. 06 Date 23-08-2025
28 30-07-2025 WBPHED/EE/MD/N IeT_09 of 2025-2026, Sl. No. 06 Date 18-08-2025
29 30-07-2025 WBPHED/EE/MD/N IeT_09 of 2025-2026, Sl. No. 06 Date 18-08-2025
30 30-07-2025 WBPHED/EE/MD/N IeT_09 of 2025-2026, Sl. No. 06 Date 18-08-2025
31 12-07-2025 W BPHED/EE/MD/NIeT_09 of 2025-2026, Sl. No. 06 Date 31-07-2025
32 12-07-2025 W BPHED/EE/MD/NIeT_09 of 2025-2026, Sl. No. 06 Date 31-07-2025
33 12-07-2025 W BPHED/EE/MD/NIeT_09 of 2025-2026, Sl. No. 06 Date 31-07-2025
34 26-06-2025 WBPHED/EE/MD/NIeT_9 of 2025-2026, Sl. No. 06 Date 12-07-2025
35 26-06-2025 WBPHED/EE/MD/NIeT_9 of 2025-2026, Sl. No. 06 Date 12-07-2025
36 26-06-2025 WBPHED/EE/MD/NIeT_9 of 2025-2026, Sl. No. 06 Date 12-07-2025
37 18-06-2025 WBPHED/EE/MD/NIeT_09 of 2025 -2026, Sl. No. 06 Date 30-06-2025
38 18-06-2025 WBPHED/EE/MD/NIeT_09 of 2025 -2026, Sl. No. 06 Date 30-06-2025
39 18-06-2025 WBPHED/EE/MD/NIeT_09 of 2025 -2026, Sl. No. 06 Date 30-06-2025
40 01-06-2025 WBPHED/EE/MD/NIeT_ 09 of 2025-2026, Sl. No. 06 Date 16-06-2025
41 01-06-2025 WBPHED/EE/MD/NIeT_ 09 of 2025-2026, Sl. No. 06 Date 16-06-2025
42 01-06-2025 WBPHED/EE/MD/NIeT_ 09 of 2025-2026, Sl. No. 06 Date 16-06-2025
43 24-05-2025 WBPHED/EE/MD/NIeT_09 of 2025-2026, Sl. No. 06 Date 02-06-2025
44 24-05-2025 WBPHED/EE/MD/NIeT_09 of 2025-2026, Sl. No. 06 Date 02-06-2025
45 24-05-2025 WBPHED/EE/MD/NIeT_09 of 2025-2026, Sl. No. 06 Date 02-06-2025

Key Dates

Publish Date 23-04-2026
Last Date of Bid Submission 25-05-2026
Tender Opening Date 28-05-2026

Contact Information

Company Name Public Health Engineering Department
Contact Person The Executive Engineer, Malda Division, PHE Dte.
Address DOULATPUR,PHE-COMPLEX,P.O.-MALIHA, DIST-MALDA

BOQ Items

Name of Work: Design, Fabrication, Supplying, Installing, Commissioning and 3 (three) months Trial Run of 45 m³/hr. capacity of Iron Elimination Plant (Pressure Type) with provision of polishing unit and Construction of 3.60 mtr. X 3.00 mtr. Blower room of Head Work Site of JATRADANGA Water Supply Scheme of Old Malda Dev. Block under Malda Division P.H.E Dtein the District of Malda.
Sl. No. Item Description
1Earthwork in excavation in foundation trenches or drain in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading & stacking the spoil within a lead of 75m as directed. The item includes necessary trimming the sides of trenches. Levelling, dressing and ramming the bottom, bailing out of water as required complete.(a) Depth of excavation not exceeding 1500 mm.
2Earthwork in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm including watering and ramming etc. layer by layer complete.a) with earth obtainedfrom excavation of foundation.
3Filling in foundation or plinth by fine sand in layers not exceeding 150mm as directed and consolidating same by thorough saturation with water ramming complete. Including the cost of supply of sand.( Payment to bemade on measurment of finished quantity )
4Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.
5Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.
6Brick work with 1st class Bricksin sand cement Morter (6:1) including raking out joints scaffolding & curing etc. completed as directed by Engineer- in- Charge.a) In foundation and Plinth :
7b) In Superstructure :
840 mm. thick damp proof course with cement concrete(1:1.5:3) (with graded stone chips 20 mm nominal size) with water proofing compound of approved brand @ 0.2% weight of cement including cost of materials over two coats of non toxic acrylic polymer modified cementitious waterproofing slurry coat completed (cost of water proofing compound andnon toxic paint to be paid seperately) for underground water retaining structures.
9Ordinary cement concrete ( mix 1:1.5:3 ) with graded stone chips ( nominal 20 mm size) excluding shuttering and reinforcement. If any, Variety
10Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m. i) Tor steel/Mild Steel. II. JSW/JSPL/SHYAM/ SRMB/BMASL/ELECROSTEEL/SSL
11Hire charges for shuttring with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beam, columns, lintles curved or straight including fitting, fixing and striking out after completion of works.(In all floors).25mm to 30mm thick wooden shuttering as per decision and direction of Engineer-In-Charge.
12125 mmthickBrick work of 1st class bricks with cement morter (1:4). a) in Superstructure.
13Plaster to wall, floor etc with sand and cement morter (1:6) including rounding off or champhering corners as directed and racking out joints or roughing of concrete surface including throating, nosing and drip course where necessary (In all floors). a) With 6:1 cement morter.i) 15 mm thick plaster in Ground Floor.
14b)With 6:1 cement morter.i) 20 mm thick plaster in Ground Floor. (Out side )
15(C) With (4:1) Cement mortar.(i ) 10mm. Thick plaster
16Neat cement punning in wall /dado, window sills, floor drains etc. in all floors about 1.5mm thick.
17Earth work in filling in compound, tank, low land,ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work).ii) With carried earth arranged by the contractor within a radius of 3 km. Including cost of carried earth.
18Artificial stones in floor, dado, stair case etc. with cement concrete (4:2:1) with stone chips, laid in panels as directed, with topping made with ordinary or white cement (as necessary) and murble dust in proportion (2:1) including smooth finishing and rouding off corners and including application of cement slurry before flooring works, using cement @1.75 kg./sq.m. all complete including all materials and labour. In ground floor.3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement).Using grey cement.a) 25mm. Thick.
19Wood work in door & window frame fitted & fixed in position complete including a protective coat of painting at the contact surface of the frame.(h) Neem, Jam, Jackfruits. In Ground Floor:
20Panel shutters of door & window as per design (each panel consisting of single plank without joint) including fitting & fixing the same in position but excluding the cost of other fittings in G.F. a) 35 mm thick shutter with 19 mm thick panel. (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak.
21Iron butt hinges of approved quality fitted and fixed with steel screws with I.S.I. Mark(oxidised fitting).(a) 100mm. X 50mm. X 1.25mm.
22(b) 75mm. X 40mm. X 1.12mm.
23Iron haspbolt of approved quality fitted and fixed complete (oxidised) with 16mm. Dia. rod with centre bolt and round fitting.(a) 300mm. Long.
24Iron door ring of approved quality fitted and fixed with nut and washer complete.A) 50 mm dia
25Iron door handle of approved quality fitted & fixed complete.(a) 100mm. X 5mm
26Anodised aluminium barral/tower/socket bolt (full covered)of approved manufactured from extruded section conforming to I.S.I. specification (I.S.204/74) fitted & fixed with cadmium plated screws.(a)225mm.long x10mm. Dia. Bolt
27(b)100mm. Longx 10mm. Dia. Bolt
28M.S.clamp for fixing door, windows frame made of flat iron end bifarcated mixed in cement concrete with stone chips(1:2:4) fitted and fixed complete as per direction.(a)40mmx6mm. 200 mm length.
29(b)40mmx6mm. 125 mm length.
30Supplying anodised aluminium catch hook with eye fitted and fixed to shutter andchowkat complete of best quality:(i) 150mm long.
31Supply fitting approved type ventilator in position after cutting holes in walls, setting in cement mortar, mending damages to wall & plaster & two coats of paint of approved brand sandshade, payment of mending two damages of wall plaster and painting to be made separately.a) R.C.C. Ventilator of 20 mmthick.i) upto 0.10 sqm. area.
32M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor.(ii) Grill weighing above 16 Kg./sq.mtr and above
33White washing with stone lime only including cleaning smoothly surface throughly.(a) Three coats.
34Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer\"s specification and as per direction of the EIC. In Ground Floor:a) One Coat.
35Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer\"s specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.In Ground floor (Two Coat).a) Normal Acrylic Emulsion.
36(a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
37b)Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
38Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :With super gloss (hi-gloss)a) on Timber or plastersurface. Two coats ( with any shade except white).
39b) on steel or other metal surface.iv) Two coats ( with any shade except white).
40Supplying, Fabrication, Erection on suitable RCC foundation and Commissioning with 3 (three) months Trial Run (including cost of routine testing of water sample for performance evaluation) of pressure type Iron removal plant as per design norms of the P.H.E. Dte. with necessary accessories viz. MS fabricated shell with minimum 10 mm thick MS plate with 2 (two) coats of anticorrosive paint & minimum 12 mm thick MS media supporting plate fitted with required no. of pot strainer, MS fabricated oxidation chamber with minimum 10 mm thick plate with necessary pipe connection, valves, Gauges & other instruments as required as per departmental approved design & drawing including cost of filter media, Air Compressor & Air blower with motor, starter, main switch etc. of required capacity & approved specification including power connection from main line etc. all complete. [Rate excludes the cost of Concrete Platform & drain, andthe cost of Blower Room ] For more than 50 cum/hr, twin unit of equal size in parallel shall be adopted.45 cum/hr .
41Construction of circular soak pit 2.5 m deep in all types of sandy soils with dry brick work upto 1.6 m from the bottom having 150 mm intermediate cement brick work (6:1) band all round and cement brick work (6:1) upto 0.90 m from top with 19 mm thick cement plastering (4:1) to inside face upto the depth of cement brick work, 12 mm thick cement plaster (4:1) on outer face from top of the well upto G.L. and 6 mm thck cement plaster (4:1) on top of the R.C.C. cover slab including filling bottom 1 m of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of designed thickness with cement concrete (4:2:1) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the cover slab with necessary fitting making necessary, arrangements for pipe conections, excavation of well including shoring, dewatering and removing the excess earth from the premises as per direction complete in all respect with all costs of labour and materials. SAIL/TATAa) With 250 mm thick dry brick work and 250 mm thick cement brick work (6:1) and 1 m inside dia.
42Add Includng GST @18%
43Add Includng CESS @1%

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