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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹14.4 L+₹1.3 L (9.23%)Accepted-AOC E 06 83 509 GHOSHPARA WARD NO 3 P O P S KALYANI DIST NADIA PIN 741235 | KALYANI | NADIA | WEST BENGAL | 741235 | L2 | Accepted-AOC L1 BIDDER AS DECIDED BY THE TENDER COMMITTEE | |
| 2 | L1₹14.4 LRejected-Finance HOWRAH | HOWRAH | WEST BENGAL | 711101 | L1 | Rejected-Finance REASON IS PROVIDED IN THE FINANCIAL EVALUATION SUMMARY | |
| 3 | L3₹15.7 L+₹1.4 L (9.57%)Rejected-Finance GHOSHPARA WARD NO 03 DAS PARA P O P S KALYANI DIST NADIA PIN 741235 | KALYANI | NADIA | WEST BENGAL | 741235 | L3 | Rejected-Finance HIGHER RATE | |
| 4 | L4₹15.8 L+₹1.5 L (10.1%)Rejected-Finance ASHRAM PARA MORE ISLAMPUR UTTAR DINAJPUR | ISLAMPUR | UTTAR DINAJPUR | WEST BENGAL | L4 | Rejected-Finance HIGHER RATE | |
| 5 | Rejected-Technical 79 7561 J K ROY CHOWDHURY LANE HALISAHAR ARABINDA PALLY P O HALISAHAR NORTH 24 PARGANAS | HALISAHAR | NORTH 24 PARGANAS | WEST BENGAL | - | Rejected-Technical Technically Not Qualified |
Tender Value
₹16.0 L
EMD Value
₹31,957
Closing Date
7 Feb 2026, 2:00 pmClosed
The University Engineer, University of Kalyani
The University Engineer, Works Department, University of Kalyani, Kalyani - 741235, Nadia, West Bengal
ESTIMATE FOR PROPOSED INDOR BADMINTON COMPLEX IN R.S HOSTEL PREMISES UNDER K.U.
2026_UOK_992452_1
WD/2025-26/3T-1/864
Open Tender
CIVIL WORKS
Percentage
60 days
UNIVERSITY OF KALYANI
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹31,957
Yes
11 Sept 2026
21 Jan 2026
9 Feb 2026
21 Jan 2026
7 Feb 2026
21 Jan 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | ESTIMATE FOR PROPOSED INDOR BADMINTON COMPLEX IN R.S HOSTEL PREMISES UNDER K.U. | - | - | - | - |
| 2 | Earth work in excavation of foundation trenches or drains, in all sort (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. | 38.16 | %m3 | 11,927 | ₹4,55,134.32 |
| 3 | 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 found | 15.39 | %m3 | 7,754 | ₹1,19,334.06 |
| 4 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. | 297.36 | m2 | 24 | ₹7,136.64 |
| 5 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. | 28.8 | m3 | 5,207.26 | ₹1,49,969.09 |
| 6 | 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.
(i) Pakur Variety | 9.36 | m3 | 5,704.21 | ₹53,391.41 |
| 7 | 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.
II. Other than JSW/JSPL/SHYAM/SRMB.../SSL | 0.15 | M.T | 53,000.37 | ₹7,738.05 |
| 8 | M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges et | 5.15 | M.T | 72,603 | ₹3,73,905.45 |
| 9 | 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 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 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)
(i)In Roof :-
a) With 0.5 mm thick sheet | 898.99 | m2 | 787 | ₹7,07,505.13 |
| 10 | (a) Priming one coat on steel or other metal surface with syntheticoil bound primer of approved quality including smoothening surfaces by sand papering etc. | 137.9 | m2 | 29 | ₹3,999.1 |
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