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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28,500Accepted-AOC 23609 A INDERJEET SINGH BATH MANSA ROAD NEAR I T I CHOWK BATHINDA PUNJAB 151001 | BATHINDA | PUNJAB | 151001 | ₹28,500 | L1 | Accepted-AOC Accepted |
| 2 | L2₹76,970+₹48,470 (170.1%)Rejected-Finance | ₹76,970+₹48,470 (170.1%) | L2 | Rejected-Finance Rejected in AOC |
| 3 | L3₹1 L+₹71,500 (250.9%)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 | ₹1 L+₹71,500 (250.9%) | L3 | Rejected-Finance Rejected in AOC |
Tender Value
Refer Docs
Closing Date
1 Jul 2021, 6:00 pmClosed
GE ARMY SURATGARH
SURATGARH MIL STN
Soil investigation test go ahead sanction for Prep DPR 2.5 Percent of RIC cost for provn of Adm and Tech infrastructure for ABOD at Suratgarh Mil Stn
2021_MES_451710_1
3002/JOB/04/E3
Open Tender
Civil Works
Works
30 days
SURATGARH
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
Exempted
23 Aug 2021
15 Jun 2021
3 Jul 2021
15 Jun 2021
1 Jul 2021
17 Jun 2021
Amount
Sub soil investigation comprising of boring 100 to 150mm dia, any kind of existing soil strata with approved means of drilling upto 10m to find out the SBC through conducting standard penetration test as per BIS 2131-1981 (reformed 2002) collection of disturbed/undisturbed samples from bore holes, also SBC at 0.90m depth and conduction laboratory tests of soil sample for its all characteristics as per BIS-6403 as well as on settlement consideration including submission of soil test report in details elaborating gradation soil attereberg limit cohesion intercept, angle of shearing resistance also evaluate liquefaction potential of soil an recommendation types and depth of foundation for upto 3 sened building as per soil condition at site
Test for chemical characteristics of soil in foundation due to present of salinity and other harmful chemical if any which may be effected to the foundation concrete if to be used for RFR in foundation Note : 06 copies spirally binded report alongwith soft copy shall be submitted)
PNT Designs Pvt Ltd
MEENAKSHI GEOTECH
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