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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-AOC GOBINDAPUR MOKRAMPUR PASCHIM MEDINIPUR | PASCHIM MEDINIPUR | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.1 L+₹2,274.57 (1.10%)Rejected-AOC 9 F NABANAGAR ROAD P O NABANAGAR NORTH 24 PARGANAS | NORTH 24 PARGANAS | WEST BENGAL | L2 | Rejected-AOC L2 | |
| 3 | L3₹2.1 L+₹4,797.26 (2.32%)Rejected-AOC 13 16 152 GOLABATI G P ROAD P O HALISAHAR NORTH 24 PARGANAS | HALISAHAR | NORTH 24 PARGANAS | WEST BENGAL | L3 | Rejected-AOC L3 |
Tender Value
₹2.1 L
EMD Value
₹4,136
Closing Date
26 Nov 2025, 9:00 amClosed
Chairman of Halisahar Municipality
Halisahar Municipality PO. Halisahar, PS. Halisahar, North 24 Parganas, Pin-743134 Tender Creator
CONSTRUCTION OF SHED AT KHASBATI (U.P) SCHOOL, BOOTH-75, SL-7. W- 10. UNDER HALISAHAR MUNICIPALITY.
2025_MAD_938157_29
WBMAD/ULB/HM/APAS-2 (2025-26)
Open Tender
CIVIL WORKS
Percentage
30 days
HALISAHAR
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹4,136
27 Feb 2026
6 Nov 2025
28 Nov 2025
7 Nov 2025
26 Nov 2025
7 Nov 2025
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, I.T/2(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, I.T/22(a)), 3rd corrigenda, (A) [Pakur Variety] (a) 1:3:6 proportion
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. 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. 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. (P.No.101, I.T/2a ) i) For trusses spanning up to 12.00 m 60 X 60 X 4MM
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, I.T/17 (i) (a)) i) In Roof:- a) With 0.65 mm thick sheet
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.26I.T/10(i)), 3rd corrigenda,
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