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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-AOC 12 56 74 DHIREN BHATTACHARJEE SARANI THAKURPARA P O HALISAHAR NORTH 24 PARGANAS | HALISAHAR | NORTH 24 PARGANAS | WEST BENGAL | 743134 | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.1 L+₹186.10 (0.09%)Rejected-AOC 96 A KALYANI SIMANTA P O P S KALYANI NADIA PIN 741235 | KALYANI | NADIA | WEST BENGAL | 741235 | L2 | Rejected-AOC L2 | |
| 3 | L3₹2.1 L+₹248.13 (0.12%)Rejected-AOC DHARINDA P O TAMLUK DIST PURBA MEDINIPUR | PURBA MEDINIPUR | L3 | Rejected-AOC L3 |
Tender Value
₹2.1 L
EMD Value
₹4,136
Closing Date
17 Feb 2026, 5:00 pmClosed
Chairman of Halisahar Municipality
Halisahar Municipality PO. Halisahar, PS. Halisahar, North 24 Parganas, Pin-743134
CONSTRUCTION OF SHED AT NAGENDRA SARANI H/O BIMAL PODDER, BOOTH 88, SL 2. W 16. UNDER HALISAHAR MUNICIPALITY.
2026_MAD_1001764_14
WBMAD/ULB/HM/APAS-12 (2025-26)
Open Tender
CIVIL WORKS
Percentage
30 days
HALISAHAR
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹4,136
21 Apr 2026
10 Feb 2026
19 Feb 2026
10 Feb 2026
17 Feb 2026
10 Feb 2026
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 (P.No.1, T/2(a)
(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) (P.No.2 I.T/4, 5th corrigenda,
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. (P.14, T/1)
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor P.no. 34, T/22(a)), 3rd corrigenda, (A) [Pakur Variety] (a) 1:3:6 proportion
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. P.no. 16,I. T/16)
M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof. (P.No.101, T/2 ) i) For trusses spanning up to 12.00 m
Supplying, fitting & fixing Industrial Troughed Aluminium sheet (excluding the supporting frame work) of approved make & brand in alloy 3105 conforming to IS: 1254-1991 fitted and fixed with 75 mm & 25 mm Self tapping screw , EPDM Washer 16 mm dia & 3 mm th washer etc complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work) (Aluminium sheet to be supplied by contractor). P.no. 83, T/17 (i) (a)) i) In Roof:- a) With 0.65 mm thick sheet
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](P-189, I.T/1 (ii) With 1:6 cement mortar (b) 20 mm thick plaster
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. (a) Pakur/Chandil variety. (i) upto 4 th floor. (P.No.26 T/10(i)), 3rd corrigenda,
Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc. (P-192, I.T-15)
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. (P.200, T/1 (a) (b))
(A) Painting 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 : (P.14, T/1) (b) On steel or other metal surface : With super gloss (hi-gloss) (ii) Two coats (white in shade)
Add GST @ 18%
Add Cess 1%
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