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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-Finance | ₹3.7 L | L1 | Accepted-Finance L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical Failed to submit the relevant shortfall documents as per SBD |
| 3 | Rejected-Technical | - | - | Rejected-Technical Failed to submit the relevant shortfall documents as per SBD |
| 4 | Rejected-Technical | - | - | Rejected-Technical Failed to submit the relevant shortfall documents as per SBD |
| 5 | Rejected-Technical | - | - | Rejected-Technical Failed to submit the relevant shortfall documents as per SBD |
| Sl No | Description | Qty | Unit | M/s Yasir Sajad L1 |
|---|---|---|---|---|
| 1.00 | Fabrication of steel structure work in welded in buildup sections, trusses and frame work including cutting, hoisting fixing in points and apply a priming coat of approved steel primer using structural steel, etc. as required as per below specifications
For 01 no Rack Structure:-
Main legs ISA 5050 (50x50x6) mm
3 mtr x 4no. = 12 Rmtr =54Kg Supporting Angle ISA 4040 (40x40x6) mm
(1mtr x 4no + 2mtr x 2no) x 4noS = 32 Rmtr Runners = 112Kg
ISA 4040 (40x40x6)mm
(2mtr x 2) x 4no. = 16 Rmtr = 56Kg MS Sheet (3mm)
(2mtr x 1mtr) x 4no. = 08 Sqm = 188.40
Total for 01 rack = 410.40Kg
For Such 10 racks = 4104Kg including carriage of the material by mechanical transport including loading unloading & stacking with an average lead of 05 Km | 4,104 | Kg | 89 ₹3.7 L |
Tender Value
₹4 L
EMD Value
₹8,000
Closing Date
29 Nov 2025, 4:00 pmClosed
Executive Engineer Mechanical BHEP
Mechanical office Chanderkote
Fabrication of racks inside store of Power House -I and Dam
2025_SPDC_294489_1
15 of 2025-26
Open Tender
Metal Fabrication
BHEP CHANDERKOTE
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
Convener, purchase committee, Directorate of ISM
₹8,000
Yes
Mechanical office
5 May 2026
7 Nov 2025
1 Dec 2025
7 Nov 2025
29 Nov 2025
13 Nov 2025
12 Nov 2025
Amount
Fabrication of steel structure work in welded in buildup sections, trusses and frame work including cutting, hoisting fixing in points and apply a priming coat of approved steel primer using structural steel, etc. as required as per below specifications For 01 no Rack Structure:- Main legs ISA 5050 (50x50x6) mm 3 mtr x 4no. = 12 Rmtr =54Kg Supporting Angle ISA 4040 (40x40x6) mm (1mtr x 4no + 2mtr x 2no) x 4noS = 32 Rmtr Runners = 112Kg ISA 4040 (40x40x6)mm (2mtr x 2) x 4no. = 16 Rmtr = 56Kg MS Sheet (3mm) (2mtr x 1mtr) x 4no. = 08 Sqm = 188.40 Total for 01 rack = 410.40Kg For Such 10 racks = 4104Kg including carriage of the material by mechanical transport including loading unloading & stacking with an average lead of 05 Km
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