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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-AOC | ₹5.0 L Quoted ₹5.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹5.4 L+₹1,573.60 (0.29%)Rejected-Finance | ₹5.4 L+₹1,573.60 (0.29%) | L2 | Rejected-Finance L2 |
| 3 | L3₹5.5 L+₹4,414.80 (0.82%)Rejected-Finance | ₹5.5 L+₹4,414.80 (0.82%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | LAL CHAND L3 | kishan bhadur L1 | Nar Bahadur Works Contractor L2 |
|---|---|---|---|---|---|---|
| 1.00 | Cutting in earth work in all kind of soil and classification of soil such as pick work, jumper work, blasting work, saturated soil including chiselling/wedging out of rocks (where blasting work is prohibited) conglomerate rocks and mixed variety of siol etc. up to all leads and lifts stacking the serviceable and unserviceable material seperately and disposal of excavated earth within all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. (Pick work 90% & Jumper work 10%) | 9 | Cum | 590 ₹5,310 | 520 ₹4,680 Lowest | 550 ₹4,950 |
| 2.00 | Excavation in earth work and disposal of excavated earth upto a lead of 20 metres and lift upto 1.50 metres, disposed earth to be levelled and neatly dressed complete as per direction and to the entire satisfaction of Engineer-in-Charge. (Pick work 90% & Jumper work 10%) | 3.6 | Cum | 620 ₹2,232 | 540 ₹1,944 Lowest | 570 ₹2,052 |
| 3.00 | Providing and laying in position cement concrete of 1:6:2 grade (1 Cement : 6 coarse sand : 12 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering or as per the direction of the Engineer-In-Charge.- All work up to plinth level | 3 | Cum | 8,860 ₹26,580 | 8,800 ₹26,400 Lowest | 8,830 ₹26,490 |
| 4.00 | 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 or as per the direction of the Engineer-In-Charge. | 55.28 | Cum | 9,260 ₹5,11,892.8 | 9,200 ₹5,08,576 Lowest | 9,220 ₹5,09,681.6 |
Tender Value
₹5.0 L
EMD Value
₹9,920
Closing Date
7 May 2026, 5:00 pmClosed
Executive Engineer
O/o Jal Shakti Division Keylong District Lahaul Spiti HP
Construction of retaining wall
2026_HPIPH_135211_1
1196-1246 dated 27.04.2026 RO FIS Godhang to Chokhang
Open Tender
Civil Works - Water Works
Item Rate
31 days
Jal Shakti Division Keylong Lahaul Spiti HP
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
EE Keylong
₹9,920
14 Jul 2026
28 Apr 2026
8 May 2026
28 Apr 2026
7 May 2026
28 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cutting in earth work in all kind of soil and classification of soil such as pick work, jumper work, blasting work, saturated soil including chiselling/wedging out of rocks (where blasting work is prohibited) conglomerate rocks and mixed variety of siol etc. up to all leads and lifts stacking the serviceable and unserviceable material seperately and disposal of excavated earth within all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. (Pick work 90% & Jumper work 10%) | 9 | Cum | - | - |
| 2 | Excavation in earth work and disposal of excavated earth upto a lead of 20 metres and lift upto 1.50 metres, disposed earth to be levelled and neatly dressed complete as per direction and to the entire satisfaction of Engineer-in-Charge. (Pick work 90% & Jumper work 10%) | 3.6 | Cum | - | - |
| 3 | Providing and laying in position cement concrete of 1:6:2 grade (1 Cement : 6 coarse sand : 12 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering or as per the direction of the Engineer-In-Charge.- All work up to plinth level | 3 | Cum | - | - |
| 4 | 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 or as per the direction of the Engineer-In-Charge. | 55.28 | Cum | - | - |
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