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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAccepted-AOC | ₹4.9 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹5.0 LRejected-Finance 2 102A SREE COLONY KOLKATA 700092 | KOLKATA | KOLKATA | WEST BENGAL | 700092 | ₹5.0 L | L2 | Rejected-Finance Quoted higher than L1. |
| 3 | L3₹5.0 LRejected-Finance VILL P O ALAMPUR P S NODAKHALL SOUTH 24 PARGANAS PIN 743318 | ALAMPUR | SOUTH 24 PARGANAS | WEST BENGAL | 743318 | ₹5.0 L | L3 | Rejected-Finance Quoted higher than L1. |
Tender Value
₹5.0 L
EMD Value
₹9,900
Closing Date
19 Jan 2026, 1:00 pmClosed
University Engineer
Office of the University Engineer Darbhanga Building, 87/1 College Street Kolkata- 700073, University of Calcutta.
CONSTRUCTION OF NEW ENTRY GATE, SECURITY POST AND WATCH TOWER AT IONOSPHERE FIELD STATION IN HARINGHATA CAMPUS UNDER UNIVERSITY OF CALCUTTA.
2026_CU_982369_1
E-tender/Eng/CT-402/25-26
Open Tender
CIVIL WORKS
30 days
IONOSPHERE FIELD STATION IN HARINGHATA CAMPUS, C.U
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹9,900
12 Feb 2026
2 Jan 2026
21 Jan 2026
2 Jan 2026
19 Jan 2026
2 Jan 2026
Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. a) In ground floor
Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75m. Including stacking of steel bars. (a) In ground floor
Earth work in excavation of foundation trenches or drains, in all sorts of soil (a) Depth of excavation not exceeding 1,500 mm.
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 measurement of finished quantity of work) (a) With earth obtained from excavation of foundation.
Supplying & laying as per IRC-SP:063-2004 paver unit of any shade of approved quality as per relevant IS code, laid in pattern as directed in pavement, footpath, driveway (paver block only), etc including necessary underlay complete in all respect with all labour and material. 60 mm thick interlocking designer concrete paver block M-35 grade for light-traffic zone,commercial & office complex,tourist resort as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular /granular sub-base course including cost of sand for sand bed but excluding cost of base, sub-base course & subgrade preparation.) (i) Grey
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
Brick work with 1st class bricks With cement mortar (1:6) (i) In foundation and plinth
Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation. (a) 1:3:6 proportion
ControlledCement concrete with well graded stonechips (20mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in-charge. Consumption of cement will not be less than 300Kg of cement with Super plasticiser per cubicmeter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation. M 25 Grade
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge
Reinforcement for reinforced concrete work (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or rougening of concrete surface, including throating, nosing and drip course where necessary/ 25 mm thick
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 toolsand plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. (span upto 12 mtr.)
MS work in frame gratings of windows etc. made of round or square bars and frame work or MS flats (with bars securely fixed to the flat bars frame ) with or without intermediate flat bar stiffener and fixed with necessary screws etc. complete as directed.
Supplying 1.5mm thick M.S. sheet fitted andfixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials.
Providing and fixing exterior quality Aluminium Composite Panel (ACP) wall cladding on existing Al./MS frame work with GI brackets, ACP fixed on the existing frame work by folding the edges of ACP panel (Engraving the rear surface of ACP sheet) with CP angles, cleats and strainless Steel screws forming groves at the periphery of ACP panel. Such grooves filled with foam and silicon sealant etc. complete with all materials (but including the cost of silicon sealant), labour, scaffolding and all other incidental charges complete in all respect as per specification and direction of Engineer-in-charge. 4mm thick (0.50mm Al.+ 3.0mm LDPE + 0.50mm Al. PVDF coating)
Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55mm & 25mm self tapping screw, EPDM Washer 16mm dia & 3mm th. washer etc. complete with 150mm end lap and one corrugation minimum side lap. (i) In Roof:- a) With 0.5 mm thick sheet
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 emulsionpaint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. In Ground Floor, Two Coats
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 ofmaterial, labour, scaffoldingandall incidental charges but excluding the cost of primer. Premium 100% Acrylic Emulsion
Add: GST @ 18 %
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