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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-AOC BANIKHET NAVEEN KUMAR BANIKHET CHAMBA HIMACHAL PRADESH 176303 | CHAMBA | HIMACHAL PRADESH | 176303 | ₹5.1 L | L1 | Accepted-AOC Due Lowest Rate |
| 2 | L2₹5.6 L+₹52,500 (10.3%)Rejected-Finance VILLAGE GAWALTH P O KUINAL TEHSIL KOTKHAI DISTT SHIMLA H P | KOTKHAI | SHIMLA | HIMACHAL PRADESH | ₹5.6 L+₹52,500 (10.3%) | L2 | Rejected-Finance Due to Highest Rate |
| 3 | L3₹6.1 L+₹1.1 L (20.7%)Rejected-Finance | ₹6.1 L+₹1.1 L (20.7%) | L3 | Rejected-Finance Due to Highest Rate |
| Sl No | Description | Qty | Unit | Vinod L2 | Vivek Dogra L3 | Naveen Kumar L1 |
|---|---|---|---|---|---|---|
| 1.00 | Construction of RCC in M-25 design mix underground storage tank of 35000 Ltrs. Capacity comprising of inlet, scour & over flow pipes as per details given below including bends of required degrees,valves of required size conforming to relevant codes, steel ladder 45 cms. wide of usual height as per site requirement , SFRC manhole cover ( medium duty) of 500mm dia and weight of frame and cover should not be less than 110 kg. ventilator at top dome with minimum opening of 90x90cms. water level indicator including floats and measuring gauge, lightening conductor with earthing arrangement etc.The RCC underground reservoir shall include randering/plastering of the uneven expose surface, two coats of snowcem paint and any other component required for the completion of job. The offers shall also include detail structural drawing/ design calcualtions 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 inclcude the cost of providing and fixing of Gms / MS pipes, and valves/ fittings complete, expansion joints etc. connecting with rising main & distribution main with required length and any other components required for the completion of job upto the entire satisfaction of the Engineer-in-Charge. | 35,000 | Litres. | 16 ₹5,60,000 | 17.5 ₹6,12,500 | 14.5 ₹5,07,500 Lowest |
| 1.01Dia of piping arrangement :- | ||||||
| 1.02Inlet pipe = 100mm dia G.I. pipe Medium class | ||||||
| 1.03Outlet pipe = 100mm dia G.I. pipe Medium class | ||||||
| 1.04Scour pipe = Not less than 100mm dia G.I. pipe. | ||||||
Tender Value
₹5.1 L
EMD Value
₹10,290
Closing Date
1 Jul 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Kangra
C/O RCC Under Ground Storage Tank 35, 000 liters Capacity at village Farna ). (Under MPLAD DEPOSIT).
2026_HPIPH_137074_1
EE/JSDK/NIT/2026- 2986-3035 Dt. 20-06-2026
Open Tender
Civil Works
Item Rate
90 days
Kangra
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
Executive Engineer
₹10,290
12 Aug 2026
20 Jun 2026
1 Jul 2026
20 Jun 2026
1 Jul 2026
20 Jun 2026
20 Jun 2026 - 1 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of RCC in M-25 design mix underground storage tank of 35000 Ltrs. Capacity comprising of inlet, scour & over flow pipes as per details given below including bends of required degrees,valves of required size conforming to relevant codes, steel ladder 45 cms. wide of usual height as per site requirement , SFRC manhole cover ( medium duty) of 500mm dia and weight of frame and cover should not be less than 110 kg. ventilator at top dome with minimum opening of 90x90cms. water level indicator including floats and measuring gauge, lightening conductor with earthing arrangement etc.The RCC underground reservoir shall include randering/plastering of the uneven expose surface, two coats of snowcem paint and any other component required for the completion of job. The offers shall also include detail structural drawing/ design calcualtions 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 inclcude the cost of providing and fixing of Gms / MS pipes, and valves/ fittings complete, expansion joints etc. connecting with rising main & distribution main with required length and any other components required for the completion of job upto the entire satisfaction of the Engineer-in-Charge. | 35,000 | Litres. | - | - |
| 1.01 | Dia of piping arrangement :- | - | - | - | - |
| 1.02 | Inlet pipe = 100mm dia G.I. pipe Medium class | - | - | - | - |
| 1.03 | Outlet pipe = 100mm dia G.I. pipe Medium class | - | - | - | - |
| 1.04 | Scour pipe = Not less than 100mm dia G.I. pipe. | - | - | - | - |
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