Loading…
Loading…
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
Tender Value
₹25 L
Closing Date
4 May 2022, 4:00 pmClosed
Executive Engineer Jal Shakti, PHE Division Samba
Executive Engineer Jal Shakti, PHE Division Samba District Offices Complex Nandni Hills Samba
Construction of 20000 Glns cap. OHT at Simblana Pathwal under JJM
2022_PHE_162308_2
PHES/177 of 2021-2022
Open Tender
Civil Works - Water Works
Turn-key
90 days
Simblana Pathwal
Please refer tender documents
7 documents required · 7 mandatory
₹1,000
Executive Engineer Jal Shakti, PHE Division Samba
Exempted
28 Jun 2022
17 Mar 2022
5 May 2022
17 Mar 2022
4 May 2022
17 Mar 2022
Amount
Construction of 20,000 Glns OHT Design, Construction, Testing and Commissioning of RCC OHT with architectural features of 0.20 lakhs gallons capacity with single compartment and 17.00 meters staging height supported on rectangular/ square columns only on "Turn Key Basis" at Simblana under WSS Simblana Pathwal and its adjoining area including providing and fixing of D.I pipeline fittings for inlet, outlet Scour and overflow delivering upto disposal point & providing and fixing of all accessories such as lightening arrestor, water level indicator, R.C.C. stairs from ground level to top landing along outside columns, RCC Ladder from Top Landing to Gallery, RCC Steps along the tank from Gallery to Top Dome, side steel railing upto dome of OHT with stairs within the reservoir upto the bed from the manhole of the tank, gallery to top of dome and inside the tank with side steel railing, ventilating cowls valve pit with proper flooring cover, manhole covers with frame and M.S. railing for stairs and at root flooring, vertical D.I. pipelines and standard D.I. pipe fitting etc. all complete. The top water container should be preferably cylindrical in shape, shaft for support shall not be permitted. The foundation, columns bearing etc. shall be designed and constructed so as to have a provision for the construction of a single storey building between the G.L. bracing and first bracing with RCC roof slab and bricks walls for store accommodation. The Position of the bracing shall be so fixed that the height of floor is approximately 3.50 M and the top of ground level bracing is 0.60 M above general ground level to provide for plinth. Bearing capacity of soil shall be conducted by the contractor and approved from Chief Engineer Design, Inspection & Quality Control (DIQC) Department Jammu at his own cost and nothing extra shall be paid to him for the same ( Using M-30 design mix concrete)
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
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
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .