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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4 LAccepted-Finance | ₹4 L | L1 | Accepted-Finance Due to lowest rate |
| 2 | L2₹4.1 L+₹10,000 (2.50%)Rejected-Finance | ₹4.1 L+₹10,000 (2.50%) | L2 | Rejected-Finance Due to highest rate |
| 3 | L3₹5.0 L+₹98,786 (24.7%)Rejected-Finance R O VILL AIMA P O TEHSIL PALAMPUR DISTT KANGRA H P | ₹5.0 L+₹98,786 (24.7%) | L3 | Rejected-Finance Due to highest rate |
| Sl No | Description | Qty | Unit | Subhash Chand Govt. Contractor L3 | Vakil Singh Govt Contractor L1 | AMAN JAMWAL L2 |
|---|---|---|---|---|---|---|
| 1.00Design and Construction of RCC Under ground Reservior. of various capacity each, including cost of excavation, site development cost of construction material , necessary arrangement of inlet,outlet, over flow & scour pipe alongwith sluice valves , & other fixtures & fitting, and carriage of meterial within all leads and lifts. ( The design and Drawing shall be got approved from competent authority before execution ) | ||||||
| 1.01 | RCC Under ground Reservior. of 20,000 Ltrs. Capacity. | 1 | No.Job | 4,98,786 ₹4,98,786 | 4,00,000 ₹4,00,000 Lowest | 4,10,000 ₹4,10,000 |
| 1.02Inlet pipe shall be provided by the department, however the Contractor / Firm shall have to make arrangements for connection the same with the tank with in all leads and lifts. | ||||||
| 1.03Providing and fixing of atleast 1 number manhole with CI cover 500 milimeter internal dia meter total weight of cover and frame to be not less than 110 Kg. ( medium duty ) the weight of cover and frame to be 56 Kg. each. | ||||||
| 1.04Cast iron ventilating pipe 150 milimeter dia with cowl and mosquito proof cover of sufficient length and lightening conductor as per site shall be provided by the contractor/ firm. | ||||||
| 1.05All other required accessories such as bell mouth control valves of cast iron class PN-1 one for each out let and occur system shall be supplied and fixed by the firm. | ||||||
| 1.06All the fitting shall be embeded in the structure while the work is in progress. All connections shall be left out side the structure with sluice valves of appropriate class and specification in position ready for connection with incomming and outgoing pipes . direction of the scour shall be made towards natural drainage as per direction of Engineer-in-charge. | ||||||
| 1.07The safe bearing capacity of the soil shall be got tested by the contractor, however for design purpose. The safe bearing capacity shall not be more than 10 tonne per square meter. The design and drawing for the structure shall be supplied by the contractor/firm and shall be got approved by the competent authority before execution of the work. | ||||||
| 1.08The work shall be executed as per techinical specification attached in the NIT and direction of Engineer-in-charge . All the surrounding shall be levelled and make good and brought in proper shape as per direction of Engineer-in-charge. | ||||||
| 1.09All the pipe fitting , valves and other specials shall be ISI marked and confirm to relevant BIS codes and also shall be subject to the approval of Engineer-in-charge. | ||||||
Tender Value
₹3 L
EMD Value
₹6,000
Closing Date
13 Jul 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Shahpur
Restoration of rain damages of LWSS Manai Pargod (Under PDNA).
2026_HPIPH_138083_1
SHP-KNG15-754/2026-3036-85 dt 03/07/26
Open Tender
Civil Works
Lump-sum
180 days
Manai
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
Executive Engineer
₹6,000
13 Jul 2026
4 Jul 2026
13 Jul 2026
4 Jul 2026
13 Jul 2026
4 Jul 2026
4 Jul 2026 - 13 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Design and Construction of RCC Under ground Reservior. of various capacity each, including cost of excavation, site development cost of construction material , necessary arrangement of inlet,outlet, over flow & scour pipe alongwith sluice valves , & other fixtures & fitting, and carriage of meterial within all leads and lifts. ( The design and Drawing shall be got approved from competent authority before execution ) | |||||
| 1.01 | RCC Under ground Reservior. of 20,000 Ltrs. Capacity. | 1 | No.Job | - | - |
| 1.02 | Inlet pipe shall be provided by the department, however the Contractor / Firm shall have to make arrangements for connection the same with the tank with in all leads and lifts. | - | - | - | - |
| 1.03 | Providing and fixing of atleast 1 number manhole with CI cover 500 milimeter internal dia meter total weight of cover and frame to be not less than 110 Kg. ( medium duty ) the weight of cover and frame to be 56 Kg. each. | - | - | - | - |
| 1.04 | Cast iron ventilating pipe 150 milimeter dia with cowl and mosquito proof cover of sufficient length and lightening conductor as per site shall be provided by the contractor/ firm. | - | - | - | - |
| 1.05 | All other required accessories such as bell mouth control valves of cast iron class PN-1 one for each out let and occur system shall be supplied and fixed by the firm. | - | - | - | - |
| 1.06 | All the fitting shall be embeded in the structure while the work is in progress. All connections shall be left out side the structure with sluice valves of appropriate class and specification in position ready for connection with incomming and outgoing pipes . direction of the scour shall be made towards natural drainage as per direction of Engineer-in-charge. | - | - | - | - |
| 1.07 | The safe bearing capacity of the soil shall be got tested by the contractor, however for design purpose. The safe bearing capacity shall not be more than 10 tonne per square meter. The design and drawing for the structure shall be supplied by the contractor/firm and shall be got approved by the competent authority before execution of the work. | - | - | - | - |
| 1.08 | The work shall be executed as per techinical specification attached in the NIT and direction of Engineer-in-charge . All the surrounding shall be levelled and make good and brought in proper shape as per direction of Engineer-in-charge. | - | - | - | - |
| 1.09 | All the pipe fitting , valves and other specials shall be ISI marked and confirm to relevant BIS codes and also shall be subject to the approval of Engineer-in-charge. | - | - | - | - |
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