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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 LAdmitted-Finance BAGH I ALI MARDAN KHAN NOWSHERA SRINAGAR J K 190011 | SRINAGAR | JAMMU AND KASHMIR | 190011 | ₹7.1 L | L1 | Admitted-Finance |
| 2 | L2₹8.4 L+₹1.3 L (17.8%)Admitted-Finance 38 MUTHI MUTHI MUTHI JAMMU JAMMU KASHMIR 181205 | JAMMU | JAMMU AND KASHMIR | 181205 | ₹8.4 L+₹1.3 L (17.8%) | L2 | Admitted-Finance |
| 3 | L3₹8.8 L+₹1.7 L (24.4%)Admitted-Finance | ₹8.8 L+₹1.7 L (24.4%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S P.M.T INDUSTRIES L1 | VGA ENGINEERING AND SOLUTIONS L2 | KHAJA ENGINEERING AND COMBINE L3 |
|---|---|---|---|---|---|---|
| 2.00 | Providing and fitting of Structural steel work in built up sections, trusses and framed work, including cutting welding, hoisting, fixing in position and applying a priming coat of approved steel primer all complete for fabrication of new racks at new store shed.
Total weight of 13 no. of side rack modules = 162.66 kgs x 13 no. = 2114.58 kgs
Total weight of 6 no. of centre rack modules = 162.66 kgs x 6 no. = 994.82 kgs
Total weight = 2114.58 + 994.82 kgs
= 3109.32 kgs | 3,109.32 | Kgs | 125 ₹3,88,665 Lowest | 137 ₹4,25,976.84 | 130 ₹4,04,211.6 |
| 3.00 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge 1:3:6 or richer mix (i/c equivalent design mix) in order to grout the vertical members in the cement concrete
Each vertical member shall require 1ftx1ftx1ft =1cuft
Total vertical members = 34 no.
Total material to be demolished = 34 x 1ft3= 34 ft3= 0.96 m3 | 0.96 | Cum | 6,000 ₹5,760 | 3,000 ₹2,880 Lowest | 8,000 ₹7,680 |
| 4.00 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) after laying of vertical members. | 0.96 | Cum | 20,000 ₹19,200 | 5,600 ₹5,376 Lowest | 9,000 ₹8,640 |
| 5.00 | Providing and fixing of 12 mm thick waterproof ply
For 13no. side rack module = 86.95 m2
For 6no. centre rack module = 45.15 m2
Total = 132.1 m2 | 132.1 | sq. m | 600 ₹79,260 | 1,150 ₹1,51,915 | 500 ₹66,050 Lowest |
| 6.00 | Providing and fixing of 100-Watt LED Street Light Pole type for external lighting of store | 15 | No | 2,500 ₹37,500 Lowest | 3,100 ₹46,500 | 10,000 ₹1,50,000 |
| 7.00 | Providing and fixing of 2 core 2.5 sq.mm armoured cable | 200 | No | 90 ₹18,000 Lowest | 220 ₹44,000 | 110 ₹22,000 |
| 8.00 | Providing and fixing of 2 core 1.5 sq.mm armoured cable | 500 | No | 70 ₹35,000 Lowest | 160 ₹80,000 | 90 ₹45,000 |
| 9.00 | Providing and fixing of distribution box 63 A | 2 | No | 15,000 ₹30,000 | 1,800 ₹3,600 Lowest | 14,000 ₹28,000 |
| 10.00 | Providing and fixing of 100 watt LED flood lights for lighting of inside store sheds 6 no. of store sheds with 4 LED lights in each shed | 24 | No | 3,500 ₹84,000 | 2,900 ₹69,600 Lowest | 6,000 ₹1,44,000 |
| 11.00 | Providing and fixing of 16 A single pole MCB | 6 | No | 1,000 ₹6,000 | 220 ₹1,320 Lowest | 1,200 ₹7,200 |
Tender Value
₹9.9 L
EMD Value
₹19,840
Closing Date
2 Jul 2026, 4:00 pmClosed
Executive Engineer
GENERATION DIVISION LJHP GANTAMULLA BARAMULLA
Refurbishment of existing racks and providing and fabrication of new racks including upkeeping of lighting inside and outside divisional store
2026_SPDC_311937_1
E-NIT No 17 of 2026-27 dated 08.06.2026
Open Tender
Miscellaneous Works
Item Wise
60 days
DIVISIONAL STORES LJHP POWER HOUSE
Please refer Tender documents.
6 documents required · 6 mandatory
₹700
Yes
Executive Engineer
₹19,840
Yes
Executive Engineer
11 Aug 2026
9 Jun 2026
4 Jul 2026
9 Jun 2026
2 Jul 2026
9 Jun 2026
15 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 2 | Providing and fitting of Structural steel work in built up sections, trusses and framed work, including cutting welding, hoisting, fixing in position and applying a priming coat of approved steel primer all complete for fabrication of new racks at new store shed.
Total weight of 13 no. of side rack modules = 162.66 kgs x 13 no. = 2114.58 kgs
Total weight of 6 no. of centre rack modules = 162.66 kgs x 6 no. = 994.82 kgs
Total weight = 2114.58 + 994.82 kgs
= 3109.32 kgs | - | Kgs | - | - |
| 3 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge 1:3:6 or richer mix (i/c equivalent design mix) in order to grout the vertical members in the cement concrete
Each vertical member shall require 1ftx1ftx1ft =1cuft
Total vertical members = 34 no.
Total material to be demolished = 34 x 1ft3= 34 ft3= 0.96 m3 | - | Cum | - | - |
| 4 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) after laying of vertical members. | - | Cum | - | - |
| 5 | Providing and fixing of 12 mm thick waterproof ply
For 13no. side rack module = 86.95 m2
For 6no. centre rack module = 45.15 m2
Total = 132.1 m2 | 1 | sq. m | - | - |
| 6 | Providing and fixing of 100-Watt LED Street Light Pole type for external lighting of store | - | No | - | - |
| 7 | Providing and fixing of 2 core 2.5 sq.mm armoured cable | - | No | - | - |
| 8 | Providing and fixing of 2 core 1.5 sq.mm armoured cable | - | No | - | - |
| 9 | Providing and fixing of distribution box 63 A | - | No | - | - |
| 10 | Providing and fixing of 100 watt LED flood lights for lighting of inside store sheds 6 no. of store sheds with 4 LED lights in each shed | - | No | - | - |
| 11 | Providing and fixing of 16 A single pole MCB | - | No | - | - |
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