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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹82.8 LAccepted-AOC ELITE CORNER P S ENGLISH BAZAR DIST MALDA PIN 732101 W B | MALDA | MALDA | WEST BENGAL | 732101 | ₹82.8 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹82.9 LRejected-AOC CHAMAGRAM SUJAPUR KALIACHAK MALDA 732206 | MALDA | MALDA | WEST BENGAL | 732206 | ₹82.9 L | L2 | Rejected-AOC Rejected |
| 3 | Rejected-Technical | - | - | Rejected-Technical Affidavit X not proper. |
| 4 | Rejected-Technical | - | - | Rejected-Technical Affidavit X not proper. |
Tender Value
₹82.9 L
EMD Value
₹1.7 L
Closing Date
3 Feb 2026, 12:00 pmClosed
Executive Engineer, Malda Division, SSPWDte.
94/A,K.J. Sanyal Road, Malda
Overcome the water logging problem at Govt. I.T.I. Malda in the District of Malda.
2026_WBPWD_989194_1
WBPWDEEMDSSNIeT-05/25-26(2nd Call)
Open Tender
CIVIL WORKS
120 days
ITI, Malda
Please refer Tender documents.
5 documents required · 5 mandatory
₹1.7 L
Yes
19 Feb 2026
17 Jan 2026
5 Feb 2026
17 Jan 2026
3 Feb 2026
17 Jan 2026
Clearing compound premises of shurbs, plants, jungles etc. By cutting and removing as directed.
Pumping out water from ponds or tanks.
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.
(b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring.
Earth work 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 obtained from excavation of foundation
(A) 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)
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (A) [Pakur Variety] (a) 1:3:6 proportion In Ground floor
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 relevant IS codes. In Ground floor
Reinforcement 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, and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (II) JSW/JSPL/SHYAM/SRMB/BMSAL/ELECTRO STEEL/SSL In Ground floor
Hire and labour charges for shuttering 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, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor). (f) 25 mm to 30 mm shuttering without staging in foundation.
(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work. In Ground floor
Brick work with 1st class bricks in cement mortar (1:6). (a) In foundation and plinth, Guard Wall.
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). (ii) With 1:4 cement mortar (b) 15 mm thick plaster In Ground floor
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per 100 sq.m. In Ground floor
Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement) (i) In ordinary soil
Extra for every additional lift of 1.5 m or part thereof in all kind of soil. (Borrow pit measurement)
Extra for carriage of all kinds of soil for each additional unit lead of 50 m (or part thereof) including loading and unloading. (Borrow pit measurement) (i) Beyond the initial lead of 50 m up to total lead of 200 m.
Supply of High Density Poly-ethylene Pipe conforming to IS-4984-1985 (Dia) [PE - 63], A. 6 Kg / Sq.Cm. (Working Pressure). 75 mm Dia.
Electro Motor Pump Sets, ISI marked, IS 12615 & IS-6595; Monoblock as per IS 9079 (read with latest ammendment for all IS) (d) 100 m3/hr,18 m head. (10 HP)
Motor Controller, lS 60947 (e) 10 HP 3Ø Electromagnetic Star-Delta motor controllers with 4 pole heavy duty Power contactor, single phasing preventer and normal protective features,MCB, lndicators, push buttons, Ammeter &Vo1tmeter, all in IP54 enclosure of min l6swg. C R sheet steel,10 tank process powder coat painted and as per technical specification.
Supplying and fitting of 2.5 Sq. mm. Cable with approved brand and make for KSB.
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