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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.9 LAdmitted-Finance | ₹16.9 L | L1 | Admitted-Finance |
| 2 | L2₹17.5 L+₹68,200 (4.04%)Admitted-Finance | ₹17.5 L+₹68,200 (4.04%) | L2 | Admitted-Finance |
| 3 | L3₹20.9 L+₹4.0 L (23.7%)Admitted-Finance | ₹20.9 L+₹4.0 L (23.7%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Finance | - | - | Not Admitted-Finance Not qualified for AOC |
| 5 | Not Admitted-Finance | - | - | Not Admitted-Finance Not qualified for AOC |
| Sl No | Description | Qty | Unit | MUMTAZ MAJID BHAT L1 | BILAL AHMAD DAR L2 | NASIR AHMAD BHAT L3 |
|---|---|---|---|---|---|---|
| 1.00 | Shifting of old equipments viz CTs, PTs,Isolators,MKs, and angle iron,round iron and other scrap material to the dumping site/divisional store shed as per the instructions of Engineer-in-charge | 1 | Job | 3,000 ₹3,000 | 1,000 ₹1,000 Lowest | 2,000 ₹2,000 |
| 2.00 | Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared.
(i) 2 no x43.5m x 9.0 m = 783 sqm (ii) 2no. x 14.00m x 9.0m = 252 sqm
Total = 1035 sqm | 1,035 | sqm | 4 ₹4,140 | 5 ₹5,175 | 3 ₹3,105 Lowest |
| 3.00 | 2.6 Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.
2.6.1 All kinds of soil :
(i) 2 no x43.5m x 9.0 m x 0.30m = 234.9 cum (ii) 2no. x 14.00m x 9.0m x 0.30m = 75.6 cum
Total = 310.5 cum | 310.5 | cum | 111 ₹34,465.5 | 55 ₹17,077.5 | 50 ₹15,525 Lowest |
| 4.00 | P/L of Dry Stone Soling (Hand Packed)
(i) 2 no x43.5m x 9.0 m x 0.10m = 78.3 cum (ii) 2no. x 14.00m x 9.0m x 0.10m = 25.2 cum
Total = 103.5 cum | 103.5 | cum | 500 ₹51,750 | 430 ₹44,505 | 50 ₹5,175 Lowest |
| 5.00 | 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 with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
(i) 2 no x43.5m x 9.0 m x 0.20m = 156.6 cum (ii) 2no. x 14.00m x 9.0m x 0.20m = 50.4 cum
(iii) Cement concrete band: 2 no x105m x0.2m x0.2 m=8.4 cum
(iv) Cement concrete band: 2 no x46m x0.2m x0.2m = 3.68 cum
Total: 219 cum | 219 | cum | 5,890 ₹12,89,910 Lowest | 6,250 ₹13,68,750 | 7,800 ₹17,08,200 |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns :
(i) 4no x 105m x 0.2m=84 sqm
(ii) 4no x46m x0.2m= 36.8 sqm
Total=120.8 sqm | 120.8 | sqm | 170 ₹20,536 | 55 ₹6,644 Lowest | 250 ₹30,200 |
| 7.00 | Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm (i) 2 no x43.5m x 9.0 m x 0.05m = 39.15cum (ii) 2no. x 14.00m x 9.0m x 0.05m = 12.6 cum Total: 51.75 cum | 51.75 | cum | 1,750 ₹90,562.5 | 1,850 ₹95,737.5 | 1,650 ₹85,387.5 Lowest |
| 8.00 | Providing 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 for cable trench covers in the outdoor switchyard of LJHP Power House.
chequered plate of 5mm thickness: 50 sqm=50x39.25 kg= 1962.5 kg | 1,962.5 | Kg | 96 ₹1,88,400 Lowest | 110 ₹2,15,875 | 120 ₹2,35,500 |
| 9.00 | Carriage of materials including loading,unloading and stacking | 1 | job | 4,000 ₹4,000 | 200 ₹200 Lowest | 1,000 ₹1,000 |
Tender Value
₹25.2 L
EMD Value
₹50,380
Closing Date
4 Jul 2026, 4:00 pmClosed
Executive Engineer
GENERATION DIVISION LJHP GANTAMULLA BARAMULLA
Concreting and Metalling of remaining portion of 132 KV outside switchyard of LJHP Power house
2026_SPDC_312071_1
E-NIT No 20 of 2026-27 dated 09.06.2026
Open Tender
Civil Works
Item Wise
60 days
SWITCHYARD LJHP POWER HOUSE
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,500
Yes
Chief Pay and Accounts Officer
₹50,380
Yes
Executive Engineer
11 Aug 2026
10 Jun 2026
6 Jul 2026
10 Jun 2026
4 Jul 2026
10 Jun 2026
16 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Shifting of old equipments viz CTs, PTs,Isolators,MKs, and angle iron,round iron and other scrap material to the dumping site/divisional store shed as per the instructions of Engineer-in-charge | - | Job | - | - |
| 2 | Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared.
(i) 2 no x43.5m x 9.0 m = 783 sqm (ii) 2no. x 14.00m x 9.0m = 252 sqm
Total = 1035 sqm | - | sqm | - | - |
| 3 | 2.6 Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.
2.6.1 All kinds of soil :
(i) 2 no x43.5m x 9.0 m x 0.30m = 234.9 cum (ii) 2no. x 14.00m x 9.0m x 0.30m = 75.6 cum
Total = 310.5 cum | - | cum | - | - |
| 4 | P/L of Dry Stone Soling (Hand Packed)
(i) 2 no x43.5m x 9.0 m x 0.10m = 78.3 cum (ii) 2no. x 14.00m x 9.0m x 0.10m = 25.2 cum
Total = 103.5 cum | - | cum | - | - |
| 5 | 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 with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
(i) 2 no x43.5m x 9.0 m x 0.20m = 156.6 cum (ii) 2no. x 14.00m x 9.0m x 0.20m = 50.4 cum
(iii) Cement concrete band: 2 no x105m x0.2m x0.2 m=8.4 cum
(iv) Cement concrete band: 2 no x46m x0.2m x0.2m = 3.68 cum
Total: 219 cum | - | cum | - | - |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns :
(i) 4no x 105m x 0.2m=84 sqm
(ii) 4no x46m x0.2m= 36.8 sqm
Total=120.8 sqm | 1 | sqm | - | - |
| 7 | Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm (i) 2 no x43.5m x 9.0 m x 0.05m = 39.15cum (ii) 2no. x 14.00m x 9.0m x 0.05m = 12.6 cum Total: 51.75 cum | - | cum | - | - |
| 8 | Providing 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 for cable trench covers in the outdoor switchyard of LJHP Power House.
chequered plate of 5mm thickness: 50 sqm=50x39.25 kg= 1962.5 kg | - | Kg | - | - |
| 9 | Carriage of materials including loading,unloading and stacking | - | job | - | - |
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