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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAccepted-AOC | ₹4.4 L Quoted ₹5.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹5.5 L+₹10,778.90 (2.00%)Rejected-Finance | ₹5.5 L+₹10,778.90 (2.00%) | L2 | Rejected-Finance L2 |
| 3 | L3₹5.5 L+₹15,140.80 (2.81%)Rejected-Finance | ₹5.5 L+₹15,140.80 (2.81%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | kishan bhadur L2 | Tenzin Lama L3 | RAHUL THAKUR L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in earth work and disposal of all excavated earth upto a lead of 20 metres and lift upto 1.50 metres, disposed earth to be levelled and neatly dressed complete in all respects as per direction of the Engineer-in-charge. (Pick work 90% & Jumper work 10%) | 5.7 | Cum | 650 ₹3,705 | 690 ₹3,933 | 610 ₹3,477 Lowest |
| 2.00 | Cutting in earth work and disposal of excavated earth upto a lead of 20 metres complete in all respects as per direction of the Engineer-in-charge. (Pick work 80%, Jumper work 20%) | 22.5 | Cum | 650 ₹14,625 | 700 ₹15,750 | 600 ₹13,500 Lowest |
| 3.00 | Excavation in drains and channels etc. in earth work including dressing of side and bed and disposing of excavated earth upto a lead of 20 metres and lift upto 1.50 metres disposed earth to be levelled and neatly dressed complete in all respects as per direction of the Engineer-in-charge. (Pick work 90% & Jumper work 10%) | 14.4 | Cum | 840 ₹12,096 | 860 ₹12,384 | 800 ₹11,520 Lowest |
| 4.00 | Providing and laying in position cement concrete 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centering and shuttering - All work up to plinth level in all leads and lifts and to the entire satisfaction of Engineer-in- charge. | 3.6 | Cum | 14,100 ₹50,760 | 14,160 ₹50,976 | 14,000 ₹50,400 Lowest |
| 5.00 | Providing and laying in position cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering - All work up to plinth level in all leads and lifts and to the entire satisfaction of Engineer-in- charge. | 2.85 | Cum | 11,100 ₹31,635 | 11,150 ₹31,777.5 | 11,000 ₹31,350 Lowest |
| 6.00 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) in all leads and lifts and to the entire satisfaction of Engineer-in- charge. | 18 | Cum | 11,550 ₹2,07,900 | 11,156 ₹2,00,808 Lowest | 11,500 ₹2,07,000 |
| 7.00 | Wire crates made of G.I. wire, filled with boulders not less than 18 kg with square-cut faces placed against the wire (wire crates to be measured and paid for separately), complete in all leads and lifts, as per the direction and to the entire satisfaction of the Engineer-in-Charge. | 42.97 | Cum | 3,750 ₹1,61,137.5 | 3,810 ₹1,63,715.7 | 3,700 ₹1,58,989 Lowest |
| 8.00 | Wire crates made of G.I. wire, filled with boulders having square-cut faces placed against the wire (boulder filling to be measured and paid for separately), using G.I. wire 4 mm thick corresponding to SWG-8 with 15 cm × 15 cm mesh, complete in all leads and lifts, as per the direction and to the entire satisfaction of the Engineer-in-Charge. (Through Rate) | 171.88 | Sqm | 390 ₹67,033.2 | 430 ₹73,908.4 | 360 ₹61,876.8 Lowest |
Tender Value
₹4.5 L
EMD Value
₹8,990
Closing Date
17 Aug 2026, 5:00 pmClosed
Executive Engineer
Jal Shakti Division Keylong Distt.Lahaul Spiti HP
Protection work using retaining wall wire crate and providing laying CC 1,3,6 in Kuhl NDF/2026/33,NDF/2026/47.
2026_HPIPH_140741_1
5116-5166 dt 06.08.2026 Re call Various FIS/WSS Tindi
Open Tender
Civil Works - Water Works
Item Rate
90 days
Jal Shakti Division Keylong Lahaul Spiti HP
Please refer Tender documents.
8 documents required · 8 mandatory
₹350
EE Keylong
₹8,990
1 Sept 2026
6 Aug 2026
18 Aug 2026
7 Aug 2026
17 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in earth work and disposal of all excavated earth upto a lead of 20 metres and lift upto 1.50 metres, disposed earth to be levelled and neatly dressed complete in all respects as per direction of the Engineer-in-charge. (Pick work 90% & Jumper work 10%) | 5.7 | Cum | - | - |
| - | Cutting in earth work and disposal of excavated earth upto a lead of 20 metres complete in all respects as per direction of the Engineer-in-charge. (Pick work 80%, Jumper work 20%) | 22.5 | Cum | - | - |
| - | Excavation in drains and channels etc. in earth work including dressing of side and bed and disposing of excavated earth upto a lead of 20 metres and lift upto 1.50 metres disposed earth to be levelled and neatly dressed complete in all respects as per direction of the Engineer-in-charge. (Pick work 90% & Jumper work 10%) | 14.4 | Cum | - | - |
| - | Providing and laying in position cement concrete 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centering and shuttering - All work up to plinth level in all leads and lifts and to the entire satisfaction of Engineer-in- charge. | 3.6 | Cum | - | - |
| - | Providing and laying in position cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering - All work up to plinth level in all leads and lifts and to the entire satisfaction of Engineer-in- charge. | 2.85 | Cum | - | - |
| - | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) in all leads and lifts and to the entire satisfaction of Engineer-in- charge. | 18 | Cum | - | - |
| - | Wire crates made of G.I. wire, filled with boulders not less than 18 kg with square-cut faces placed against the wire (wire crates to be measured and paid for separately), complete in all leads and lifts, as per the direction and to the entire satisfaction of the Engineer-in-Charge. | 42.97 | Cum | - | - |
| - | Wire crates made of G.I. wire, filled with boulders having square-cut faces placed against the wire (boulder filling to be measured and paid for separately), using G.I. wire 4 mm thick corresponding to SWG-8 with 15 cm × 15 cm mesh, complete in all leads and lifts, as per the direction and to the entire satisfaction of the Engineer-in-Charge. (Through Rate) | 171.88 | Sqm | - | - |
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