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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC HALISAHAR LAXMI NARAYAN COLONY P O HAZINAGAR NORTH 24 PARGANAS | HALISAHAR | NORTH 24 PARGANAS | WEST BENGAL | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.4 L+₹239.41 (0.07%)Rejected-AOC 12 56 74 DHIREN BHATTACHARJEE SARANI THAKURPARA P O HALISAHAR NORTH 24 PARGANAS | HALISAHAR | NORTH 24 PARGANAS | WEST BENGAL | 743134 | L2 | Rejected-AOC L2 | |
| 3 | L3₹3.4 L+₹307.81 (0.09%)Rejected-AOC 96 A KALYANI SIMANTA P O P S KALYANI NADIA PIN 741235 | KALYANI | NADIA | WEST BENGAL | 741235 | L3 | Rejected-AOC L3 |
Tender Value
₹3.4 L
EMD Value
₹6,840
Closing Date
17 Jan 2026, 9:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Chairman of Halisahar Municipality
Halisahar Municipality PO. Halisahar, PS. Halisahar, North 24 Parganas, Pin-743134
ONSTRUCTION OF CULTURAL AND SOCIAL INFRA. WARD NO 10 PART NO 73 , UNDER APAS WITHIN HALISAHAR MUNICIPALITY. H/O NEAR SHYAMAL KUMAR DAS.
2025_MAD_979643_31
WBMAD/ULB/HM/APAS- 11(2025-26)
Open Tender
CIVIL WORKS
Percentage
30 days
HALISAHAR
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹6,840
19 Apr 2026
27 Dec 2025
19 Jan 2026
27 Dec 2025
17 Jan 2026
27 Dec 2025
Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding 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 bttom boiling out water aqs requred complete . Depth of exavation not existing 1500mm P.No-1, I-2(a)
Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand P.no-11, I-1
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 P.no-24, I-10(a) 3rd Corrigenda Analysed
Brick work with 1st class bricks in cement mortar (6:1). a) In foundation & Plinth. P.W.D.(Building), Page – 29, It.– 22(a)
(b) In superstructure, ground floor Page – 29, It.– 22(b)
Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation. (a) 1:3:6 proportion Page – 23, It.– 1 3rd Corrigenda
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 Page No.189,Item No.-1(ii)(b) (b) 15 mm thick plaster
(c) 10 mm thick plaster
a) 20 mm thick plaster
SSupplying, fitting and fixing Marble Slab/tile of 15 to 18 mm thickness in floor, lobby, stair, landing & treads etc. over 20 mm (av.) thck base of Cement mortar (1:2) laid with white cement slurry @ 4.4 kg/Sq.m before placing marble & jointed with white cement slurry @ 2.0 kg/Sq.m with necessary pigments including grinding and Granite polishing as per direction of Engineering -in -Charge in Ground Floor. {White cement and Pigment to be supplied by the Agency] (i) Area of each Slab/tile upto 0.3 sq.m. P.No-55 , I-22
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, 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 Stee III. OTHER MANUFACTURERS NOT SPECIFIED P.No-44 , I-40(a)(i)(II) , CORIGENDA -10, 22/1/20
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) (i) 25 mm to 30 mm shuttering without staging in foundation P.No-43 , I-36(f)
(a) M.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. P.No-104 , I-13 , CORIGENDA
Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand. (1.5 mm thick) P.No-198 , I-5
Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic 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) Water based interior grade Acrylic Primer. P.No-198 , I-5
Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer's specification) including cleaning and smoothning of surface. Two Coats P.No-196 , I-10
Applying 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. P.No-196 , I-8
Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge 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. a) Normal Acrylic Emulsion P.No-197 , I-17
Collapsible gate with 40mm x 40mm x 6mm Tee as top and bottom guide rail, 20mm x 10mm x 2mm vertical channels 100mm apart in fully stretched position 20mm x 5mm M.S. flats as collapsible bracings properly rivetted and washered including 38mm steel rollers including locking arrangements, fitted and fixed in position with lugs set in cement concrete and including cutting necessary holes, chasing etc. in walls, floors etc. and making good damages complete. P.No-106 , I-18
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