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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.6 CrAdmitted-Finance 825 GANDHI CHOWK RANIKHET 263645 DISTRICT ALMORA | RANIKHET | ALMORA | UTTARAKHAND | 263645 | L1 | Admitted-Finance | |
| 2 | L2₹29.6 Cr+₹1.9 L (0.06%)Admitted-Finance JAKHANADEVI DISTRICT ALMORA UTTARAKHAND | L2 | Admitted-Finance | |
| 3 | L3₹29.6 Cr+₹5.2 L (0.18%)Admitted-Finance 1ST FLOOR B 116 VIBHUTI KHAND GOMTI NAGAR LUCKNOW U P | LUCKNOW | LUCKNOW | UTTAR PRADESH | L3 | Admitted-Finance | |
| 4 | Rejected-Technical | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | M/s Kashmirilal Constructions Pvt. Ltd. L1 | R K ENGINEERS SALES LTD L3 | Shivraj Banola L2 |
|---|---|---|---|---|---|---|
| 1.00CIVIL WORK | ||||||
| 1.01 | Construction of Intake Well (10 m internal dia., 20.0 m height) with pump house (made up of brick masonry, 4 m height) on top of well with R.C.C. approach bridge of 2.5 m wide and 15 m long is also to be constructed to reach over the well and construction for diversion of river including confirmative survy, design & drawing and supply of all materials, labour, T&P etc. required for proper completion of work | 1 | No. | 1,16,36,964 ₹1,16,36,964 Lowest | 1,80,00,000 ₹1,80,00,000 | 1,26,00,000 ₹1,26,00,000 |
| 2.00TREATMENT WORK | ||||||
| 2.01 | Confirmative survey, Design and Supply of all materials, labour and T & P etc. and construction of 7.60 MLD W.T.P. including flocculator unit, R.C.C. Pre settling Tank, R.C.C. Post Setlling Tank, Rapid Gravity Sand Filter, Alum Doasging cum mixing chamber of 1.2 m x 1.2 m x 1.00 m (H/D), Intake chamber of 1.2 m x 1.2 m x 1.00 m (H/D), 670 K.L. Back Wash Tank, blower compressor etc. mechanical equipments as per type design & Drawing. | 1 | No. | 4,34,96,329 ₹4,34,96,329 Lowest | 5,00,00,000 ₹5,00,00,000 | 4,41,00,000 ₹4,41,00,000 |
| 3.00Excavation | ||||||
| 3.01Excavation of earth for pipeline in following strata lift upto 1.5 m lead upto 30 m including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60 m from trenches including supply of labour, T & P etc.all complete assuming that 90% pipe line is laid in trenches, it is estimated that 75% excavation will be in soil mixed with shingle, bajari and boulders and rest 25% will be in medium rock | ||||||
| 3.02 | Soil mixed with boulder (SMB) | 15,100.51 | M3 | 276 ₹41,67,740.76 | 150 ₹22,65,076.5 Lowest | 240 ₹36,24,122.4 |
| 3.03 | Medium Rock (MR) | 5,033.5 | M3 | 276 ₹13,89,246 | 250 ₹12,58,375 Lowest | 250 ₹12,58,375 Lowest |
| 4.00Rising Main | ||||||
| 4.01Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of API 5L, Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete. | ||||||
Tender Value
Refer Docs
EMD Value
₹68.4 L
Closing Date
12 Nov 2025, 5:00 pmClosed
Superintending Engineer
Office of The Superintending Engineer Construction Circle Uttarakhand Peyjal Nigam New Tehri
Design and Construction of Tapovan Nagar Pumping Water Supply Scheme
2025_MDPEY_88099_1
975/508/43 dated 14-10-2025
Open Tender
Civil Works - Water Works
Item Rate
540 days
Tapovan
Please refer to Tender Documents
3 documents required · 3 mandatory
₹11,800
EE CD UPJN Munikireti
₹68.4 L
New Tehri
26 Dec 2025
15 Oct 2025
14 Nov 2025
15 Oct 2025
12 Nov 2025
22 Oct 2025
21 Oct 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CIVIL WORK | |||||
| 1.01 | Construction of Intake Well (10 m internal dia., 20.0 m height) with pump house (made up of brick masonry, 4 m height) on top of well with R.C.C. approach bridge of 2.5 m wide and 15 m long is also to be constructed to reach over the well and construction for diversion of river including confirmative survy, design & drawing and supply of all materials, labour, T&P etc. required for proper completion of work | 1 | No. | - | - |
| 2TREATMENT WORK | |||||
| 2.01 | Confirmative survey, Design and Supply of all materials, labour and T & P etc. and construction of 7.60 MLD W.T.P. including flocculator unit, R.C.C. Pre settling Tank, R.C.C. Post Setlling Tank, Rapid Gravity Sand Filter, Alum Doasging cum mixing chamber of 1.2 m x 1.2 m x 1.00 m (H/D), Intake chamber of 1.2 m x 1.2 m x 1.00 m (H/D), 670 K.L. Back Wash Tank, blower compressor etc. mechanical equipments as per type design & Drawing. | 1 | No. | - | - |
| 3Excavation | |||||
| 3.01 | Excavation of earth for pipeline in following strata lift upto 1.5 m lead upto 30 m including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60 m from trenches including supply of labour, T & P etc.all complete assuming that 90% pipe line is laid in trenches, it is estimated that 75% excavation will be in soil mixed with shingle, bajari and boulders and rest 25% will be in medium rock | - | - | - | - |
| 3.02 | Soil mixed with boulder (SMB) | 15,100.51 | M3 | - | - |
| 3.03 | Medium Rock (MR) | 5,033.5 | M3 | - | - |
| 4Rising Main | |||||
| 4.01 | Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of API 5L, Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete. | - | - | - | - |
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