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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹20.1 LAccepted-AOC 346 2 RAMBIR COLONY RAILWAY ROAD JIND JIND JIND JIND HARYANA 126102 | JIND | HARYANA | 126102 | ₹20.1 L Quoted ₹21.2 L | 1 | Accepted-AOC Due to L1 |
| 2 | 2₹27 LRejected-Finance VILLAGE MASTIAL PO NAIR TEHSIL JASWAN DISTRICT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | ₹27 L | 2 | Rejected-Finance Due to L2 |
| 3 | 3₹27.5 LRejected-Finance CHITRAKALA ART STUDIO GALLERY DREAMLAND JAKHU ROAD SHIMLA 171001 H P | SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹27.5 L | 3 | Rejected-Finance Due to L3 |
| 4 | 4₹28 LRejected-Finance 1 PNETH CHOORI CHAMBA CHAMBA HIMACHAL PRADESH 176311 UDYAM HP 02 0007745 | CHAMBA | HIMACHAL PRADESH | 176311 | ₹28 L | 4 | Rejected-Finance Due to L4 |
| 5 | Not Admitted-Fee/PreQual/Technical N A | PALWAL | HARYANA | 121004 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Arun Rana L2 | Sanjeev Kumar L4 | Dinesh Kumar L3 | Raj Kumar L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Construction of RCC over head tank 90,000 Ltr cap. With 15.00 mtr stagiging height from ground level to bottom of dome slab co mprising of inlet, scour & over flow pipes as per details below from ground level to tank including bends of required degree, confirming to relevants code RCC stair case i/c G.I pipe railing 45 cms. wide if usual hight as per site requirement, Cast iron manhole cover of 500 mm dia and weight of frame and cover should not less than 40 kg. ventilator at top dome with minium opening of 450X450 cms. water level indicator including floats and measuring gauge,lightening conductor with earthing arrangement etc. The RCC over head reservoir shall include randeering/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 satisfaction of Engineer-in-charge. The offers shall also include details structural drawing/designe 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. | 1 | Job | 27,00,000 ₹27 L | 28,00,000 ₹28 L | 27,50,000 ₹27.5 L | 21,20,000 ₹21.2 L |
| 2.00Dia of pipe arrangement | |||||||
| 3.00Inlet pipe -100 mm | |||||||
| 4.00Outlet pipe- 100 mm | |||||||
| 5.00Scour pipe- 100 mm | |||||||
Tender Value
₹20.7 L
EMD Value
₹38,517
Closing Date
23 Aug 2025, 11:00 amClosed
Executive Engineer
Jal Shakti Division Amb
Sub HeadC/O OHSR 90,000 Ltr with 15 Mtr staging height at village Thathal
2025_HPIPH_112086_1
EE-JSD-Amb-Tender 23.08.2025-Job-3
Open Tender
Civil Works
Amb
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
EE JSD Amb
₹38,517
29 Dec 2025
12 Aug 2025
23 Aug 2025
12 Aug 2025
23 Aug 2025
12 Aug 2025
Amount
Construction of RCC over head tank 90,000 Ltr cap. With 15.00 mtr stagiging height from ground level to bottom of dome slab co mprising of inlet, scour & over flow pipes as per details below from ground level to tank including bends of required degree, confirming to relevants code RCC stair case i/c G.I pipe railing 45 cms. wide if usual hight as per site requirement, Cast iron manhole cover of 500 mm dia and weight of frame and cover should not less than 40 kg. ventilator at top dome with minium opening of 450X450 cms. water level indicator including floats and measuring gauge,lightening conductor with earthing arrangement etc. The RCC over head reservoir shall include randeering/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 satisfaction of Engineer-in-charge. The offers shall also include details structural drawing/designe 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 -100 mm
Outlet pipe- 100 mm
Scour pipe- 100 mm
Arun Rana (BID ID -546826)
Dinesh Kumar (BID ID -546838)
Sanjeev Kumar (BID ID -546834)
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