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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12,500Accepted-Finance 36 RANJEET NAGAR SHAHBAD MARKANDA NH 1 KURUKSHETRA HARYANA 136135 | KURUKSHETRA | HARYANA | 136135 | L1 | Accepted-Finance Being 1st Lowest | |
| 2 | L2₹12,800+₹300 (2.40%)Rejected-Finance | L2 | Rejected-Finance Being 2nd Lowest | |
| 3 | L3₹13,999.52+₹1,499.52 (12.0%)Rejected-Finance | L3 | Rejected-Finance Being 3rd Lowest | |
| 4 | L4₹61,360+₹48,860 (390.9%)Rejected-Finance 2ND FLOOR PLOT NO E 19 104 155 BLOCK E P NO 19 SECTOR 3 ROHINI NORTH WEST DELHI DELHI 110085 | DELHI | NORTH WEST DELHI | DELHI | 110085 | L4 | Rejected-Finance Being 4th Lowest | |
| 5 | L5₹62,304+₹49,804 (398.4%)Rejected-Finance | L5 | Rejected-Finance Being 5th Lowest |
Tender Value
₹13,000
Closing Date
4 Mar 2020, 12:00 pmClosed
GE AF Sarsawa
GE AF Sarsawa Distt Saharanpur
Soil investigation of fire protection system and allied work
2019_MES_308010_3
3004/EQ/19-20/14/E3
Open Tender
Miscellaneous Goods
Works
60 days
GE AF Sarsawa
Soil investigation of fire protection system and allied work
4 documents required · 4 mandatory
₹0
Exempted
13 Mar 2020
19 Feb 2020
5 Mar 2020
19 Feb 2020
4 Mar 2020
20 Feb 2020
19 Feb 2020 - 20 Feb 2020
The under mentioned job work “Soil investigation for Provn of fire protection system and allied work services for SRE building at AF Stn Sarsawa” is urgent required for smooth functioning of GE(AF) Sarsawa. 1. Conducting SPT/DCPT at various location alongwith collecting undisturbed / Disturbed Samples from bore holes and determination of various index and Engineering Properties on various samples collected. (a) Bore holes upto 12.00 mtr depth or refusal, whichever is earlier. In case of Gravel / Boulder strata conducting open trial pit and DCPT upt maximum depth of 12.00 mtr or refusal, whichever is ealier (Unit – per point) – Qty--02 (b) Sieve analysis test, Atterberg limit test, Natural moisture content density test, Specify Gravity test. Determination of shear parameter (C&O) as per IS 2720– Qty--02 (c) Preparation of soil report mentioning nature/ type of Strata & calculation of safe Bearing Capacity for foundation design. Conducting Investigation at following location (i) Along SRE Bldg – Qty--02
SWASTIK ENGG CONSULTANTS
Eco laboratories and consultants pvt ltd
MEENAKSHI GEOTECH
JKINFRATECH
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