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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 LAccepted-AOC WARD NO 3 NAGROTA BAGWAN TEEKA SUTREHAR INDUSTRIAL AREA VILLAGE TOWN INDUSTRIAL AREA CITY NAGROTA BAGWAN KANGRA HIMACHAL PRADESH 176047 INDIA | KANGRA | HIMACHAL PRADESH | 176047 | L1 | Accepted-AOC Lowest Amount | |
| 2 | L2₹9.5 L+₹13,000 (1.39%)Rejected-Finance | L2 | Rejected-Finance Highest Amount | |
| 3 | Rejected-Technical | - | Rejected-Technical Reject | |
| 4 | Rejected-Technical | - | Rejected-Technical Reject |
Tender Value
₹9.9 L
EMD Value
₹19,725
Closing Date
5 Oct 2021, 11:00 amClosed
Er. Rahul Dhiman E.E
JSV Division Nagrota Bagwan
PFHHTC for multi vill group of Nagrota Bagwan consti Ustehar Amtrar Jhikli Kothi Teshil Nagrota SHConstruction of RCC OHSR capacity 25000 Ltrs with 10 Mtrs staging height at vill Samloti Har.
2021_HPIPH_52585_1
NGB-KNG01-773
Open Tender
Civil Works - Others
Item Rate
180 days
Nagrota Bagwan
Please refer Tender documents.
9 documents required · 9 mandatory
₹250
₹19,725
6 Apr 2023
22 Sept 2021
5 Oct 2021
22 Sept 2021
5 Oct 2021
22 Sept 2021
Amount
Construction of RCC in M-25 design mix over head delivery tank of 25000 Ltrs. Capacity with 10.00 mtrs. Staging height from groud level to bottom of dome slab comprising of inlet, scour & over flow pipes as per details given below from ground level to tank including bends of required degrees,valves of required size conforming to relevant codes RCC Sprial 1.0 wide stair case/ MS stair case including GMS pipe railing as per IS specification, steel ladder 45 cms. wide of usual height as per site requirement , SFRC manhole cover ( medium duty) of 500mm dia and weight of frame and cover should not be less than 110 kg. ventilator at top dome with minimum opening of 90x90cms. water level indicator including floats and measuring gauge, lightening conductor with earthing arrangement etc.The RCC over head reservoir shall include randering/plastering of the uneven expose surface, two coats of snowcem paint and any other component requuired for the completion of the job to the entire satisfaction of Engineer-in-Charge. The offers shall also include detail structural drawing/ design calcualtions 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 inclcude the cost of providing and fixing of Gms / MS pipes, and valves/ 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 components required for the completion of job upto the entire satisfaction of the Engineer-in-Charge. 1.Dia of piping arrangement : 2. Inlet pipe = 50mm dia G.I. pipe Medium class 3.Outlet pipe = 50mm dia G.I. pipe Medium class 4.Scour pipe = Not less than 50mm dia G.I. pipe.
JEEVAN KUMAR
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