Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.4 LAccepted-AOC | ₹11.4 L | L1 | Accepted-AOC Due to lowest rate |
| 2 | L2₹11.8 LRejected-Finance | ₹11.8 L | L2 | Rejected-Finance Due to highest rate |
| 3 | L3₹12 LRejected-Finance | ₹12 L | L3 | Rejected-Finance Due to highest rate |
| Sl No | Description | Qty | Unit | KAMAL KARAN L3 | TILAK GULERIA GOVT CONTRACTOR L2 | sunil balouria govt contractor L1 |
|---|---|---|---|---|---|---|
| 1.00 | Design and Construction of RCC Under ground Reservior 1 nos of 1,20,000 Ltrs. capacity 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 | Job | 12,00,000 ₹12 L | 11,80,000 ₹11.8 L | 11,40,000 ₹11.4 L |
| 1.01Inlet 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. | ||||||
| 1.02Providing 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. | ||||||
| 1.03Cast 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. | ||||||
| 1.04All 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. | ||||||
| 1.05All 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. | ||||||
| 1.06The 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. | ||||||
| 1.07The 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. | ||||||
| 1.08All 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
₹9.1 L
EMD Value
₹18,125
Closing Date
16 Feb 2024, 11:00 amClosed
Executive Engineer
Jal Shakti Division Shahpur
C/O of RCC underground storage reservoir of capacity 1,20,000 ltrs at Node No.4
2024_HPIPH_85263_1
EE/JSDS/EA-I/NIT/2024-15812-62 dt.06/02/2024
Open Tender
Civil Works
180 days
Shahpur
Please refer Tender documents.
6 documents required · 6 mandatory
₹400
Executive Engineer
₹18,125
Yes
19 Mar 2026
6 Feb 2024
16 Feb 2024
6 Feb 2024
16 Feb 2024
6 Feb 2024
6 Feb 2024 - 16 Feb 2024
Amount
Design and Construction of RCC Under ground Reservior 1 nos of 1,20,000 Ltrs. capacity 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 )
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.
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.
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.
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.
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.
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.
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.
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.
TILAK GULERIA GOVT CONTRACTOR
KAMAL KARAN
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid