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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 LAdmitted-Finance BAGH I ALI MARDAN KHAN NOWSHERA SRINAGAR J K 190011 | SRINAGAR | JAMMU AND KASHMIR | 190011 | ₹4.5 L | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S P.M.T INDUSTRIES L1 |
|---|---|---|---|---|
| 1.00 | Dismantling of Chequerred plates steel work manually/by mechanical means in built up sections without dismembering and stacking within 50 meters lead as per direction of Engineer-in-charge installed over the roofing of the 14 MVA power transformer Chequerred Plate 5 mm for 6 no. of transformer bays | 2,241 | kgs | 10 ₹22,410 |
| 2.00 | Welding of dismantled Chequered plates over the roofing of 4 no. transformer bays 14 MVA transformers as per the directions of the Engineer-in-charge | 1 | Job | 35,000 ₹35,000 |
| 3.00 | Providing and fitting of Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
The material involved in fabrication of roofing for 1 transformer bay:
Chequered Plate 5 mm = 4m x 4.8 m
= 19.2 m2
Deduction on account of space for bush and Jumper = 1.82 m x1.82m = 3.34 m2
Net Area to be covered = 19.2-3.34 = 15.86 m2
Weight of roofing for 1 transformer bay
= 15.86 m2 x 39.25 kg/m2
= 622.5 kgs
Total weight of 6 no’s transformer bay roofing = 6x753.2 kgs
= 3,735 kgs | 3,735 | kgs | 90 ₹3.4 L |
| 4.00 | Insulation of HT 132 kV outgoing conductors emanating from power transformers by means of HT tape/HT Sleeve etc. | 9 | Job | 5,000 ₹45,000 |
| 5.00 | Applying priming coat over the roofing of 4 no. transformer bays:
With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works with 2 or more coats as per the directions of Engineer-in-charge
Net Area of 1 no. bay = 15.86 m2 x 2 = 31.6 m2
Area for 4 no. bays = 31.6 m2 x 4 = 126.4 m2 | 126.4 | sqm | 60 ₹7,584 |
Updated dates
Tender Value
₹5 L
EMD Value
₹10,000
Closing Date
25 Nov 2025, 4:00 pmClosed
Executive Engineer
Executive Engineer GD LJHP
Supply, Fabrication, Erection and Fitting of the Chequered Iron Plates of Different Sizes For Roofing of 10 Nos. 14 M.V.A Power Transformers Of 3x35 Mw LJHP, Gantamulla, Baramulla To Avoid Accumulation Of Bird Droppings And Rain Water
2025_SPDC_291038_2
NIT no. 25 of 2025-26 dated 07-10-2025
Open Tender
Metal Fabrication
60 days
Gantmulla Baramulla
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
Chief Pay And Accounts Officer Baramulla
₹10,000
Yes
13 Dec 2025
11 Nov 2025
27 Nov 2025
11 Nov 2025
25 Nov 2025
11 Nov 2025
Amount
Dismantling of Chequerred plates steel work manually/by mechanical means in built up sections without dismembering and stacking within 50 meters lead as per direction of Engineer-in-charge installed over the roofing of the 14 MVA power transformer Chequerred Plate 5 mm for 6 no. of transformer bays
Welding of dismantled Chequered plates over the roofing of 4 no. transformer bays 14 MVA transformers as per the directions of the Engineer-in-charge
Providing and fitting of Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. The material involved in fabrication of roofing for 1 transformer bay: Chequered Plate 5 mm = 4m x 4.8 m = 19.2 m2 Deduction on account of space for bush and Jumper = 1.82 m x1.82m = 3.34 m2 Net Area to be covered = 19.2-3.34 = 15.86 m2 Weight of roofing for 1 transformer bay = 15.86 m2 x 39.25 kg/m2 = 622.5 kgs Total weight of 6 no’s transformer bay roofing = 6x753.2 kgs = 3,735 kgs
Insulation of HT 132 kV outgoing conductors emanating from power transformers by means of HT tape/HT Sleeve etc.
Applying priming coat over the roofing of 4 no. transformer bays: With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works with 2 or more coats as per the directions of Engineer-in-charge Net Area of 1 no. bay = 15.86 m2 x 2 = 31.6 m2 Area for 4 no. bays = 31.6 m2 x 4 = 126.4 m2
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