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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
Tender Value
₹26 L
EMD Value
₹52,000
Closing Date
24 Dec 2019, 4:30 pmClosed
Executive Engineer PHE Division Samba
PHE Division Samba, District Offices Complex Nandni Hills Samba
Please refer BOQ
2019_PHE_88125_1
PHES/71 of 2019-20
Open Tender
Civil Works
Turn-key
120 days
Ghagwal
Please refer NIT
7 documents required · 7 mandatory
₹1,000
Executive Engineer PHE Division Samba
₹52,000
11 Jan 2020
13 Dec 2019
26 Dec 2019
14 Dec 2019
24 Dec 2019
14 Dec 2019
Amount
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 Kaink under W.S.S. Kaink Chanoora (Languishing) including providing and fixing standard 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 0.50 Kg/cm2.
ASHWANI KUMAR
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