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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-AOC BASSI UNDER BASSI POWER HOUSE DIVISION HPSEBL JOGINDER NAGAR | SHIMLA | HIMACHAL PRADESH | 171001 | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.8 L+₹14,654.45 (3.13%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹5.0 L+₹35,505.30 (7.57%)Rejected-Finance | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | RAJESH KUMAR GOVT. CONTRACTOR L3 | SURESH KUMAR L1 | Chhaminder Lal 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%) | 2.52 | Cum | 450 ₹1,134 | 300 ₹756 Lowest | 400 ₹1,008 |
| 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 the direction of the Engineer-in-Charge. (90% pick work & 10% jumper work) | 12 | Cum | 560 ₹6,720 | 500 ₹6,000 Lowest | 550 ₹6,600 |
| 3.00 | Providing and laying in position cement concrete of specified grade 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering complete in all leads and lifts, as per the direction and to the entire satisfaction of the Engineer-in-Charge.- All work up to plinth level : | 18.05 | Cum | 15,500 ₹2,79,775 | 14,500 ₹2,61,725 Lowest | 15,000 ₹2,70,750 |
| 4.00 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. complete in all leads and lifts, as per the direction and to the entire satisfaction of the Engineer-in-Charge. | 21.22 | Sqmt | 965 ₹20,477.3 | 950 ₹20,159 Lowest | 960 ₹20,371.2 |
| 5.00 | Steel reinforcement (Tor Steel) for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level/above plinth level complete in all leads and lifts, as per the direction and to the entire satisfaction of the Engineer-in-Charge. | 631.75 | Kg | 135 ₹85,286.25 | 125 ₹78,968.75 Lowest | 130 ₹82,127.5 |
| 6.00 | 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. | 15.63 | Cum | 4,500 ₹70,335 | 3,950 ₹61,738.5 Lowest | 4,000 ₹62,520 |
| 7.00 | 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 5 mm thick corresponding to SWG-6 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. | 62.5 | Sqmt | 648 ₹40,500 | 630 ₹39,375 Lowest | 640 ₹40,000 |
Tender Value
₹3.4 L
EMD Value
₹6,800
Closing Date
17 Aug 2026, 5:00 pmClosed
Executive Engineer
Jal Shakti Division Keylong Distt.Lahaul Spiti HP
C/o CC wall C/o wire crate 5Rmt. at Shansha
2026_HPIPH_140747_1
5167-5216 dt 06.08.2026 RO WSS/FIS Section Kirting
Open Tender
Civil Works - Water Works
Item Rate
30 days
Jal Shakti Division Keylong Lahaul Spiti HP
Please refer Tender documents.
8 documents required · 8 mandatory
₹350
EE Keylong
₹6,800
1 Oct 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 | 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%) | 2.52 | Cum | - | - |
| - | 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 the direction of the Engineer-in-Charge. (90% pick work & 10% jumper work) | 12 | Cum | - | - |
| - | Providing and laying in position cement concrete of specified grade 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering complete in all leads and lifts, as per the direction and to the entire satisfaction of the Engineer-in-Charge.- All work up to plinth level : | 18.05 | Cum | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. complete in all leads and lifts, as per the direction and to the entire satisfaction of the Engineer-in-Charge. | 21.22 | Sqmt | - | - |
| 5 | Steel reinforcement (Tor Steel) for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level/above plinth level complete in all leads and lifts, as per the direction and to the entire satisfaction of the Engineer-in-Charge. | 631.75 | Kg | - | - |
| - | 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. | 15.63 | 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 5 mm thick corresponding to SWG-6 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. | 62.5 | Sqmt | - | - |
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