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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.1 LAccepted-AOC | ₹15.1 L | L1 | Accepted-AOC accept |
| 2 | L2₹15.9 LRejected-Finance WARD NO 1 HIRA NAGAR HAMIRPUR HP | ₹15.9 L | L2 | Rejected-Finance reject |
| 3 | L3₹17.7 LRejected-Finance VILLAGE KUTHARA POST OFFICE DHULLARA TEHSIL BHATTIYAT DISTT CHAMBA H P | BHATTIYAT | CHAMBA | HIMACHAL PRADESH | ₹17.7 L | L3 | Rejected-Finance reject |
| 4 | L4₹18.6 LRejected-Finance HIMACHAL PRADESH | ₹18.6 L | L4 | Rejected-Finance reject |
| Sl No | Description | Qty | Unit | Upinder Singh L1 | Naseeb Singh L3 | Ravinder Kumar L4 | Anirudh Katna L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Construction of RCC over head tank 50000 ltr cap., with 10.00 mtr stagging height from ground level to bottom of dome slab comprising of inlet, scour & over flow pipes as per details given below from ground level to tank including bends of requried degree, confirming to relevants code RCC stair case i/c G.I pipe railing 45cms. wide of usual height as per site requirement, SFRC/MS manhole cover of 500mm dia and weight of frame and cover should not be less than 40 kg., ventilator at top dome with minimum opening of 45x450cms, water level indicator including floats and measuring gauge, lightening conductor with earthing arrangement etc. The RCC over head reservoir shall include randering/plastering of the uneven exposed surface, two coats of snowcem paint and any other component required for the completion of the job to the entire satisfaciton of Engineer-in-charge. The offers shall also include details structural drawing/ design calculations to be approved by the competent authority based on the raft foundation by taking seismic forces in the design calculation expension joints as required at site. The offer shall also include the cost of providing and fixing of GMS/ MS pipe, fittings complete including duck foot bends, puddle collars, expansion joints etc connecting with rising main & distribution main with required length from the edge of foundation and any other component required for the completion of job upto the entire satisfaction of Engineer-in-charge. Dia of pipe arrangement Inlet pipe - 65mm dia Outlet pipe - 65mm dia Scour pipe - 65mm dia | 50,000 | Per ltr | 30.1 ₹15.1 L | 35.4 ₹17.7 L | 37.15 ₹18.6 L | 31.75 ₹15.9 L |
Tender Value
₹18.3 L
EMD Value
₹36,540
Closing Date
23 Feb 2026, 11:00 amClosed
EE
Jal Shakti Division Dehra
Restoration of water supply scheme damaged due to heavy monsoon under JSV Sub Division Sunhet OHSR
2026_HPIPH_128328_1
DHR-KNG02-728
Open Tender
Civil Works
180 days
Dehra
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
EE Dehra
₹36,540
27 Mar 2026
12 Feb 2026
23 Feb 2026
12 Feb 2026
23 Feb 2026
12 Feb 2026
Construction of RCC over head tank 50000 ltr cap., with 10.00 mtr stagging height from ground level to bottom of dome slab comprising of inlet, scour & over flow pipes as per details given below from ground level to tank including bends of requried degree, confirming to relevants code RCC stair case i/c G.I pipe railing 45cms. wide of usual height as per site requirement, SFRC/MS manhole cover of 500mm dia and weight of frame and cover should not be less than 40 kg., ventilator at top dome with minimum opening of 45x450cms, water level indicator including floats and measuring gauge, lightening conductor with earthing arrangement etc. The RCC over head reservoir shall include randering/plastering of the uneven exposed surface, two coats of snowcem paint and any other component required for the completion of the job to the entire satisfaciton of Engineer-in-charge. The offers shall also include details structural drawing/ design calculations to be approved by the competent authority based on the raft foundation by taking seismic forces in the design calculation expension joints as required at site. The offer shall also include the cost of providing and fixing of GMS/ MS pipe, fittings complete including duck foot bends, puddle collars, expansion joints etc connecting with rising main & distribution main with required length from the edge of foundation and any other component required for the completion of job upto the entire satisfaction of Engineer-in-charge. Dia of pipe arrangement Inlet pipe - 65mm dia Outlet pipe - 65mm dia Scour pipe - 65mm dia
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