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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.0 LAccepted-AOC | ₹15.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹15.1 L+₹8,250 (0.55%)Rejected-Finance 32 DHARSA MULLICKPARA 3RD BYE LANE G I P COLONY DIST HOWRAH PIN 711112 | HOWRAH | HOWRAH | WEST BENGAL | 711112 | ₹15.1 L+₹8,250 (0.55%) | L2 | Rejected-Finance L2 |
| 3 | L3₹15.2 L+₹15,750 (1.05%)Rejected-Finance MOKDUMPUR MALDA | MALDA | MALDA | WEST BENGAL | ₹15.2 L+₹15,750 (1.05%) | L3 | Rejected-Finance L3 |
Tender Value
₹15 L
EMD Value
₹30,000
Closing Date
13 Feb 2026, 5:30 pmClosed
ADM, Malda and AEO, Malda Zilla Parishad
Malda Zilla Parishad, Malda
Construction of covered drain from the house of Ruhidas Sarkar towards Ladies mission at Gobindapur- Maheshpur GP, Mouza - Kuribari, under Bamongola Dev. Block, Malda.(Activity Code-127357921) Sl.no-43
2026_ZPHD_994486_43
WBZP/MALDA/NIT 37e/2025-26/1-50
Open Tender
CIVIL WORKS
Percentage
90 days
Bamongola
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
₹30,000
Yes
8 Jun 2026
30 Jan 2026
16 Feb 2026
30 Jan 2026
13 Feb 2026
30 Jan 2026
Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m a ) In ground floor including roof i ) Upto 150 mm thick
Earth work in excavation of foundation trenches etc. 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, leveling, dressing and ramming the bottom properly including bailing /pumping out water from the bed, as required & directed by the Engineer-in-charge, complete. Drain Foundation
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powered earth or local sand, as per direction of Engineer-in-Charge. Foundation Sub- base
Cement Concrete with graded stone ballast (40 mm size) excluding shuttering etc. as per direction of Engineer-in-In 6:3:1 proportion.charge, complete. In 6:3:1 proportion.
Ordinary Cement Concrete ( Mix 3:1.5:1) M-20 with graded stone Chips (20 mm size) excluding shuttering & reinforcement, if any, in Ground floor as per IS 456-2000. Using Stone material of Rajmahal variety.
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 a ) 25 mm to 30 mm shuttering without staging /Foundation
Hire and Labour Charges for shuttering with hard wood for precast R.C.Slab curved or straight and stricking out the same including fitting ,fixing the precast slab in position with necessary carriage and haulage , hoisting etc. complete in respect.
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, 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 inter-section, complete as per drawing and direction. Tor / Mild Steel.Engieer-in- Charge./ JSW / SHYAM /SRMB
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.( Payment to be made on the basis of measurements of finished quantity of work ) a ) With earth obtained from excavation of foundation
Plaster (to wall, floor,ceiling etc. ) with sand cement mortar including Rounding off or chamfering corners as directed and racking out joints or roughening of concrete surface, including threading nosing and drip Course where necessary. A) 10 mm thick plaster in sand cement morter (1:4)
Neat Cement punning (about 1.50 mm thick) on wall, dado
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)..
Sub Total
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