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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹85.8 LAccepted-AOC | ₹85.8 L Quoted ₹88.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹91.0 L+₹2.3 L (2.57%)Rejected-Finance | ₹91.0 L+₹2.3 L (2.57%) | L2 | Rejected-Finance L2 |
| 3 | L3₹92.3 L+₹3.5 L (3.98%)Rejected-Finance VILL BATAHI P O PATRIGHAT TEH BALDWARA DISTT MANDI HIMACHAL PRADESH | ₹92.3 L+₹3.5 L (3.98%) | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Eligible |
| Sl No | Description | Qty | Unit | Chhering L2 | Pankaj Sharma L3 | KAMI SHERPA L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations, trenches etc. in earth work, lift upto 1.50 metres stacking the excavated soil not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15cm layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20m in pick jumper work. (80% pick work & 20% jumper work) | 610.11 | Cum | 950 ₹5,79,604.5 | 1,010 ₹6,16,211.1 | 850 ₹5,18,593.5 Lowest |
| 2.00 | Construction of Dry rubble masonry in breast wall and retaining walls revetment walls and parapets etc. complete as per direction and to the entire satisfaction of Engineer-in-Charge. | 1,410.12 | Cum | 4,200 ₹59,22,504 | 4,250 ₹59,93,010 | 4,100 ₹57,81,492 Lowest |
| 3.00 | Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering complete as per the direction of the Engineer-in-Charge- All work up to plinth level. | 6.21 | Cum | 21,700 ₹1,34,757 | 21,750 ₹1,35,067.5 | 20,700 ₹1,28,547 Lowest |
| 4.00 | Providing and laying in position specified grade of reinforced cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), excluding the cost of centering, shuttering, finishing and reinforcement complete as per the direction of the Engineer-in-Charge- All work up to plinth level. | 87.21 | Cum | 22,850 ₹19,92,748.5 | 22,900 ₹19,97,109 | 22,700 ₹19,79,667 Lowest |
| 5.00 | Providing Centering and shuttering including strutting, propping etc. and removal of form for all heights complete as per the direction of the Engineer-in-Charge in :- Foundations, footings, bases of columns, etc. for mass concrete. | 243 | Per Sqmt | 419 ₹1,01,817 | 421 ₹1,02,303 | 415 ₹1,00,845 Lowest |
| 6.00 | 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 as per the direction of the Engineer-in-Charge. | 3,052.35 | Kg | 121 ₹3,69,334.35 | 125 ₹3,81,543.75 | 119 ₹3,63,229.65 Lowest |
Tender Value
₹87.7 L
EMD Value
₹1.6 L
Closing Date
22 Jun 2026, 10:30 amClosed
Executive Engineer
Executive Engineer Jal Shakti Division Keylong District Lahaul Spiti HP
C/O dry rubble masonry at various locations between RD 0 to 5470 mtr and C/O thrust blocks for G/main between RD 100 to 1500 2500 to 3700 mtrs
2026_HPIPH_136473_1
2851-2901 dt 10.06.2026 FIS Khandip Trust Block
Open Tender
Civil Works - Water Works
Item Rate
90 days
Jal Shakti Division Keylong Lahaul Spiti HP
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,000
EE Keylong
₹1.6 L
14 Jul 2026
12 Jun 2026
22 Jun 2026
12 Jun 2026
22 Jun 2026
12 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundations, trenches etc. in earth work, lift upto 1.50 metres stacking the excavated soil not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15cm layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20m in pick jumper work. (80% pick work & 20% jumper work) | 610.11 | Cum | - | - |
| 2 | Construction of Dry rubble masonry in breast wall and retaining walls revetment walls and parapets etc. complete as per direction and to the entire satisfaction of Engineer-in-Charge. | 1,410.12 | Cum | - | - |
| 3 | Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering complete as per the direction of the Engineer-in-Charge- All work up to plinth level. | 6.21 | Cum | - | - |
| 4 | Providing and laying in position specified grade of reinforced cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), excluding the cost of centering, shuttering, finishing and reinforcement complete as per the direction of the Engineer-in-Charge- All work up to plinth level. | 87.21 | Cum | - | - |
| 5 | Providing Centering and shuttering including strutting, propping etc. and removal of form for all heights complete as per the direction of the Engineer-in-Charge in :- Foundations, footings, bases of columns, etc. for mass concrete. | 243 | Per Sqmt | - | - |
| 6 | 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 as per the direction of the Engineer-in-Charge. | 3,052.35 | Kg | - | - |
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