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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9 LAccepted-AOC | ₹9 L | L1 | Accepted-AOC .. |
| 2 | L2Rejected-AOC | - | L2 | Rejected-AOC .. |
| 3 | L3Rejected-AOC VPO KANGOO TEHSIL NADAUN DISTT HAMIRPUR | - | L3 | Rejected-AOC .. |
| 4 | L4Rejected-AOC HIMACHAL PRADESH HP | - | L4 | Rejected-AOC .. |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | m/sbalagi contector L2 | rohit kumar L4 | M/S A.k.Buildcon L1 | M/S ASHWANI ELECTRICAL WAORKS L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Construction of RCC in M-25 design mix over head sector storage tank of 20000 Ltrs. Capacity with 15.00 mtrs. Staging 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 required degrees,valves of required size conforming to relevant codes RCC Sprial 1.0 wide stair case/ MS stair case including MS pipe railing as per IS specification, 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 over head reservoir shall include randering/plastering of the uneven expose surface, two coats of snowcem paint and any other component requuired for the completion of the job to the entire satisfaction of Engineer-in-Charge. 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 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 components required for the completion of job upto the entire satisfaction of the Engineer-in-Charge. Dia of piping arrangement :- Inlet pipe = 65mm dia G.I. pipe Medium class Outlet pipe = 65 mm dia G.I. pipe Medium class Scour pipe = 65 mm dia G.I. pipe Medium class Overflow pipe = 65 mm dia G.I. pipe Medium class | 20,000 | Per Liters | 54 ₹10.8 L | 65 ₹13 L | 45 ₹9 L | 61 ₹12.2 L |
Tender Value
₹11 L
EMD Value
₹22,000
Closing Date
18 Dec 2025, 11:00 amClosed
Executive Egnineer JS Division Sujanpur
Executive Egnineer JS Division Sujanpur
Construction of overhead tank of 20000 Liter capcity with 15 meter staging height at Sainik school Sujanpur in Tehsil Sujanpur Distt. Hamirpur
2025_HPIPH_123009_1
EE-JSV-SJN-CB-E-tenders-2025
Open Tender
Civil Works
180 days
Executive Egnineer JS Division Sujanpur
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Egnineer JS Division Sujanpur
₹22,000
2 Feb 2026
9 Dec 2025
18 Dec 2025
9 Dec 2025
18 Dec 2025
9 Dec 2025
Construction of RCC in M-25 design mix over head sector storage tank of 20000 Ltrs. Capacity with 15.00 mtrs. Staging 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 required degrees,valves of required size conforming to relevant codes RCC Sprial 1.0 wide stair case/ MS stair case including MS pipe railing as per IS specification, 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 over head reservoir shall include randering/plastering of the uneven expose surface, two coats of snowcem paint and any other component requuired for the completion of the job to the entire satisfaction of Engineer-in-Charge. 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 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 components required for the completion of job upto the entire satisfaction of the Engineer-in-Charge. Dia of piping arrangement :- Inlet pipe = 65mm dia G.I. pipe Medium class Outlet pipe = 65 mm dia G.I. pipe Medium class Scour pipe = 65 mm dia G.I. pipe Medium class Overflow pipe = 65 mm dia G.I. pipe Medium class
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