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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H1₹4.5 LAdmitted-Finance R O RAMBAN GARHI | ₹4.5 L | H1 | Admitted-Finance |
| 2 | H2₹3.9 L−₹55,908.50 (12.4%)Admitted-Finance | ₹3.9 L−₹55,908.50 (12.4%) | H2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical incomplete documents |
| Sl No | Description | Qty | Unit | M/s Abbas Ali H2 | MOHD AMIN H1 |
|---|---|---|---|---|---|
| 1.00SITC | |||||
| 1.01 | 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
For 01 no Rack Structure:-
Main legs ISA (50x50x6) mm
4 mtr x 4 no. = 16 RM @ 4.47kg/mtr. = 71.52 Kgs
I) Side angle ISA 50x50x6mm
(1mtr x 2nos)x 4no.= 8Rm @ 4.47kg/rm= 35.76kg
II) Side angle ISA 50x50x6mm
(2mtr x 2nos)x 4no.= 16Rm @ 4.47kg/rm=71.52
Middle Supporting Angle ISA 4040 (40x40x6) mm
1mtr x 4 nos= 4Rm @ 3.52kg/mtr= 14.08 Kgs
MS Sheet (3mm)
(2mtr x 1mtr) x 4no=08 [email protected]/Sqm= 188 Kgs
Corner support ISA 4040 (40x40x6)mm
(2.5mtr approx. x 2) 4no=20rm @ 3.5kg/mtr=70 Kgs
Total Weight for 01 rack = 450.88 Kgs
For such of 8 no. Racks = 3607 Kgs | 3,607 | Kgs | 109.5 ₹3,94,966.5 Lowest | 125 ₹4,50,875 |
Tender Value
₹5.0 L
EMD Value
₹10,000
Closing Date
29 Jul 2026, 6:00 pmClosed
executive Engineer Generation Diviison BHEP II
executive Engineer Generation Diviison BHEP II chanderkote
Fabrication of racks for AMC/RMC store in power house bhep stage-ii
2026_SPDC_314358_1
06 of 2026 dated 01-07-2026
Open Tender
Iron/Steel Materials
Item Rate
60 days
BHEP II Chanderkote
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Yes
CPAO BHEP Chanderkote
₹10,000
Yes
chanderkote
15 Sept 2026
3 Jul 2026
31 Jul 2026
3 Jul 2026
29 Jul 2026
10 Jul 2026
25 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SITC | |||||
| 1.01 | 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
For 01 no Rack Structure:-
Main legs ISA (50x50x6) mm
4 mtr x 4 no. = 16 RM @ 4.47kg/mtr. = 71.52 Kgs
I) Side angle ISA 50x50x6mm
(1mtr x 2nos)x 4no.= 8Rm @ 4.47kg/rm= 35.76kg
II) Side angle ISA 50x50x6mm
(2mtr x 2nos)x 4no.= 16Rm @ 4.47kg/rm=71.52
Middle Supporting Angle ISA 4040 (40x40x6) mm
1mtr x 4 nos= 4Rm @ 3.52kg/mtr= 14.08 Kgs
MS Sheet (3mm)
(2mtr x 1mtr) x 4no=08 [email protected]/Sqm= 188 Kgs
Corner support ISA 4040 (40x40x6)mm
(2.5mtr approx. x 2) 4no=20rm @ 3.5kg/mtr=70 Kgs
Total Weight for 01 rack = 450.88 Kgs
For such of 8 no. Racks = 3607 Kgs | - | Kgs | 1.25 | - |
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