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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹25.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| Sl No | Description | Qty | Unit | Ankit Salar L1 |
|---|---|---|---|---|
| 1.00 | 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 courses | 1,260 | sqm | 3,15,000 ₹3,15,000 Lowest |
| 2.00 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer in charge.1:3:6 or richer mix | 64.8 | cum | 1,10,160 ₹1,10,160 Lowest |
| 3.00 | 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 | 1,386 | cum | 2,77,200 ₹2,77,200 Lowest |
| 4.00 | Providing of all materials (Excluiding MSERW Pipe),carting from site to work laying lowering into trenches with true to alignment,laying of M.S.E.R.W. (Plain Ended) Confirming 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 by welding complition of work with testing of pipe line etc complete . 100 mm Dia. 4.8 mm wall thickness | 2,100 | M. | 8,40,000 ₹8,40,000 Lowest |
| 5.00 | 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 | 125 | Joint | 1,87,500 ₹1,87,500 Lowest |
| 6.00 | Carting, laying, jointing, fixing, and testing of following diameter G.I screwed pipes with specials and fittings in trenches under ground, outside the building including cutting, threading etc. complete 50 mm dia | 1,750 | M. | 1,22,500 ₹1,22,500 Lowest |
| 7.01 | Cartage of C.I/C.S Sluice or Reflex valve 50 to 125 mm dia size to site of work lowering in alredy prepared of trenches and fixing them in position but excluding cost of earthwork and all materials.(Labour cost only) 100 mm dia D.I. Sluice valve | 4 | nos. | 3,200 ₹3,200 Lowest |
| 7.02 | 50 mm dia G.M. Gate valve | 5 | nos. | 4,000 ₹4,000 Lowest |
| 9.00 | Repair of C.C. Road with PCC 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) | 64.8 | cum | 4,40,640 ₹4,40,640 Lowest |
| 10.00 | Shifting of Individuals House hold connection including supply of all labour,material T&P etc complete. | 75 | nos. | 2,02,500 ₹2,02,500 Lowest |
Tender Value
Refer Docs
EMD Value
₹58,500
Closing Date
1 Aug 2026, 5:00 pmClosed
Executive Engineer
EE UJS kotdwar
Laying of Pipe Line From Shri Khadag Singh to Smt. Rajni Devi house and Chillarkhal Tiraha to Lokmanipur under Sigaddi Urban Water Supply Scheme
2026_UKJS_97789_1
1397/ Nivida Suchna /2026-27 Dt. 13.07.2026
Open Tender
Pipe Laying Works
Item Rate
Sigaddi (Kotdwar)
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,950
EE UJS kotdwar
₹58,500
EE UJS kotdwar
10 Aug 2026
18 Jul 2026
4 Aug 2026
18 Jul 2026
1 Aug 2026
18 Jul 2026
21 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 courses | 1,260 | sqm | - | - |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer in charge.1:3:6 or richer mix | 64.8 | cum | - | - |
| 3 | 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 | 1,386 | cum | - | - |
| 4 | Providing of all materials (Excluiding MSERW Pipe),carting from site to work laying lowering into trenches with true to alignment,laying of M.S.E.R.W. (Plain Ended) Confirming 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 by welding complition of work with testing of pipe line etc complete . 100 mm Dia. 4.8 mm wall thickness | 2,100 | M. | - | - |
| 5 | 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 | 125 | Joint | - | - |
| 6 | Carting, laying, jointing, fixing, and testing of following diameter G.I screwed pipes with specials and fittings in trenches under ground, outside the building including cutting, threading etc. complete 50 mm dia | 1,750 | M. | - | - |
| 7.01 | Cartage of C.I/C.S Sluice or Reflex valve 50 to 125 mm dia size to site of work lowering in alredy prepared of trenches and fixing them in position but excluding cost of earthwork and all materials.(Labour cost only) 100 mm dia D.I. Sluice valve | 4 | nos. | - | - |
| 7.02 | 50 mm dia G.M. Gate valve | 5 | nos. | - | - |
| 9 | Repair of C.C. Road with PCC 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) | 64.8 | cum | - | - |
| 10 | Shifting of Individuals House hold connection including supply of all labour,material T&P etc complete. | 75 | nos. | - | - |
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