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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.9 LAdmitted-Finance | ₹37.9 L | L1 | Admitted-Finance |
| 2 | L2₹48.3 L+₹10.3 L (27.2%)Admitted-Finance | ₹48.3 L+₹10.3 L (27.2%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically Unqualified |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically Unqualified |
| 5 | Rejected-Technical 254 DOON VIHAR JAKHAN RAJPUR ROAD DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | - | - | Rejected-Technical Technically Unqualified |
| Sl No | Description | Qty | Unit | Sushil Prasad L2 | Vijay Prakash L1 |
|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF OHT AND STRENGTHNING OF EXISTING PIPE LINES BY REPLACING OLD DAMAGED PIPE LINES TO NEW PIPE LINE AT DICKING TIBETAN COLONY KIRSHALI TARLA NAGAL UNDER IT PARK ZONE OF NORTH DIVISION. | |||||
| 1.01 | Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled
materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) Bituminous course | 3.6 | CUM | 1,162.8 ₹1,162.8 | 360 ₹360 Lowest |
| 1.02 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 81.84 | CUM | 1,33,972.08 ₹1,33,972.08 | 40,920 ₹40,920 Lowest |
| 1.03 | Taking out existing CC interlocking paver blocks from footpath/ centralverge, including removal of rubbish etc., disposal of unserviceablematerial to the dumping ground, for which payment shall be madeseparately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 9 | Sqm.m. | 963 ₹963 | 450 ₹450 Lowest |
| 1.04 | Excavation in soil mixed with single bouldres etc. requireing the use of specials T&P for foundation including lift up to 1.5 m and lead up to 30 m filling waterring and ramming of excavated the earth in to the trenches or into the sides between foundation | 218.24 | cum | 61,980.16 ₹61,980.16 | 21,824 ₹21,824 Lowest |
| 1.05 | Pipe laying lowering into trenches with true to alignment,laying of M.S.E.R.W. (Plain Ended) Confiming to IS: 1978/1982 Grade YST 210 Jointing by electric welding process with proper grade of electrodessuitable for jointing of water supply works by cutting of pipes and making required bends,Interconnection to adjacent G.I./M.S. pipe line by welding complition of work with testing of pipe line etc complete . 150 mm dia 4.8 mm Thickness | 474 | mtr | 3,42,228 ₹3,42,228 | 2,84,400 ₹2,84,400 Lowest |
| 1.06 | 100 mm dia 4.8 mm Thickness | 890 | mtr | 4,65,470 ₹4,65,470 | 3,56,000 ₹3,56,000 Lowest |
| 1.07 | Pipe line jointing at bends, curve, crossing etc by electric welding of following size including all material, labour ,T&P etc complete. 100 mm dia G.I | 2 | joint | 2,488 ₹2,488 | 2,000 ₹2,000 Lowest |
| 1.08 | 80 mm dia G.I | 2 | joint | 2,488 ₹2,488 | 2,000 ₹2,000 Lowest |
| 1.09 | 50 mm dia G.I | 2 | joint | 2,100 ₹2,100 | 1,600 ₹1,600 Lowest |
Tender Value
Refer Docs
EMD Value
₹97,300
Closing Date
23 Jun 2026, 5:00 pmClosed
Executive Engineer North
Office of Executive Engineer Uttarakhand Jal Sansthan North 32 Rajpur Road
Construction OHT and strenghtening of existing pipe lines by replacing old damaged pipe lines to new pipe line at dickling tibetan colony kirsali tarla nagal under IT Park zone of North division
2026_UKJS_96587_1
447/E.E.N./etender/2026-27 dt. 10.06.2026
Open Tender
Civil Works - Water Works
Item Wise
Dehradun State
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,720
Executive Engineer North
₹97,300
Dehradun
11 Sept 2026
12 Jun 2026
25 Jun 2026
13 Jun 2026
23 Jun 2026
17 Jun 2026
16 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONSTRUCTION OF OHT AND STRENGTHNING OF EXISTING PIPE LINES BY REPLACING OLD DAMAGED PIPE LINES TO NEW PIPE LINE AT DICKING TIBETAN COLONY KIRSHALI TARLA NAGAL UNDER IT PARK ZONE OF NORTH DIVISION. | |||||
| 1.01 | Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled
materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) Bituminous course | 3.6 | CUM | - | - |
| 1.02 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 81.84 | CUM | - | - |
| 1.03 | Taking out existing CC interlocking paver blocks from footpath/ centralverge, including removal of rubbish etc., disposal of unserviceablematerial to the dumping ground, for which payment shall be madeseparately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 9 | Sqm.m. | - | - |
| 1.04 | Excavation in soil mixed with single bouldres etc. requireing the use of specials T&P for foundation including lift up to 1.5 m and lead up to 30 m filling waterring and ramming of excavated the earth in to the trenches or into the sides between foundation | 218.24 | cum | - | - |
| 1.05 | Pipe laying lowering into trenches with true to alignment,laying of M.S.E.R.W. (Plain Ended) Confiming to IS: 1978/1982 Grade YST 210 Jointing by electric welding process with proper grade of electrodessuitable for jointing of water supply works by cutting of pipes and making required bends,Interconnection to adjacent G.I./M.S. pipe line by welding complition of work with testing of pipe line etc complete . 150 mm dia 4.8 mm Thickness | 474 | mtr | - | - |
| 1.06 | 100 mm dia 4.8 mm Thickness | 890 | mtr | - | - |
| 1.07 | Pipe line jointing at bends, curve, crossing etc by electric welding of following size including all material, labour ,T&P etc complete. 100 mm dia G.I | 2 | joint | - | - |
| 1.08 | 80 mm dia G.I | 2 | joint | - | - |
| 1.09 | 50 mm dia G.I | 2 | joint | - | - |
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