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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance | ₹1.5 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Satish Chandra Pande L1 |
|---|---|---|---|---|
| 1.00Rates for Construction of Puranpur Water Supply Scheme including, Supply Installation, testing & commissioning of Rising Main, Distribution System, Construction of OHT all appurtenance work etc. complete within Jal Jeevan Mission program under Kotabagh Block. | ||||
| 1.01Raising Main Pipe Line | ||||
| 1.02 | Excavation in soil mixed with single boulders etc. requiring the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches.MS ERW Pipe 100 mm dia 5.2 mm thick. | 8.1 | Cum | 2,308.5 ₹2,308.5 Lowest |
| 1.03 | Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MS ERW Pipes grade Yst 210, 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 MS ERW Pipe 100 mm dia 5.2 mm thick. | 30 | Cum | 57,000 ₹57,000 Lowest |
| 1.04 | Making connection with the existing M.S. Galvanised mains of upto 25mm nominal dia, including cutting and threading of pipe, bailing out water, fixing, if required, specials and testing etc. complete, but excluding cost of insertion pipes and specials besides boring out (and also subsequent back fill) existing. 100mm to -150 mm | 2 | Per Conn. | 4,200 ₹4,200 Lowest |
| 1.05 | Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber
C.I. D/F Sluice Valves Confirming to IS: 14846-2000, PN 16
100 mm dia | 2 | No | 25,000 ₹25,000 Lowest |
| 1.06 | Provinding& Fixing DI D/F Non Return Valve confirming to IS: 14846-2000 in position including all material labour T&P etc. complete. PN 16
100 mm dia | 1 | No | 11,150 ₹11,150 Lowest |
| 1.07 | Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4(1 cement: 4 corase sand ) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement: 2 coarse sand : 4"graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement: 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3(1 cement: 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design | 2 | No | 28,900 ₹28,900 Lowest |
| 1.08 | Nut bolts, rubber packing etc. | 1 | No | 14,000 ₹14,000 Lowest |
| 1.09Pumping Plants & Accessories for Tubewell | ||||
Tender Value
Refer Docs
EMD Value
₹3.4 L
Closing Date
10 Apr 2026, 5:00 pmClosed
Executive Engineer
Tikoniya Haldwani
Retrofitting of Puranpur Water Supply Scheme including supply of all material, labour, T and P etc. complete.
2026_UKJS_93753_1
809/Jal Jevan Mission-Nivida/11 dt. 25.03.2026
Open Tender
Civil Works - Water Works
Item Rate
Haldwani
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer
₹3.4 L
Office Executive Engineer
12 Jun 2026
1 Apr 2026
13 Apr 2026
1 Apr 2026
10 Apr 2026
1 Apr 2026
4 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Rates for Construction of Puranpur Water Supply Scheme including, Supply Installation, testing & commissioning of Rising Main, Distribution System, Construction of OHT all appurtenance work etc. complete within Jal Jeevan Mission program under Kotabagh Block. | |||||
| 1.01 | Raising Main Pipe Line | - | - | - | - |
| - | Excavation in soil mixed with single boulders etc. requiring the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches.MS ERW Pipe 100 mm dia 5.2 mm thick. | - | Cum | - | - |
| 1.03 | Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MS ERW Pipes grade Yst 210, 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 MS ERW Pipe 100 mm dia 5.2 mm thick. | - | Cum | - | - |
| 1.04 | Making connection with the existing M.S. Galvanised mains of upto 25mm nominal dia, including cutting and threading of pipe, bailing out water, fixing, if required, specials and testing etc. complete, but excluding cost of insertion pipes and specials besides boring out (and also subsequent back fill) existing. 100mm to -150 mm | - | Per Conn. | - | - |
| 1.05 | Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber
C.I. D/F Sluice Valves Confirming to IS: 14846-2000, PN 16
100 mm dia | - | No | - | - |
| - | Provinding& Fixing DI D/F Non Return Valve confirming to IS: 14846-2000 in position including all material labour T&P etc. complete. PN 16
100 mm dia | - | No | - | - |
| 1.07 | Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4(1 cement: 4 corase sand ) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement: 2 coarse sand : 4"graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement: 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3(1 cement: 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design | - | No | - | - |
| 1.08 | Nut bolts, rubber packing etc. | - | No | - | - |
| 1.09 | Pumping Plants & Accessories for Tubewell | - | - | - | - |
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