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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52,000Accepted-AOC 23609 A INDERJEET SINGH BATH MANSA ROAD NEAR I T I CHOWK BATHINDA PUNJAB 151001 | BATHINDA | PUNJAB | 151001 | L1 | Accepted-AOC Due to lowest | |
| 2 | L2₹55,800+₹3,800 (7.31%)Rejected-Finance | L2 | Rejected-Finance Due to not lowest | |
| 3 | L3₹58,500+₹6,500 (12.5%)Rejected-Finance | L3 | Rejected-Finance Due to not lowest | |
| 4 | L4₹76,758+₹24,758 (47.6%)Rejected-Finance | L4 | Rejected-Finance Due to not lowest | |
| 5 | L5₹90,000+₹38,000 (73.1%)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 | L5 | Rejected-Finance Due to not lowest |
Tender Value
₹90,400
Closing Date
11 May 2020, 6:00 pmClosed
Maj Dinesh Kumar S
GE (I) (P) No-2, Btd, Military Engineer Services, Bathinda Mil Stn
Topographical Survey and soil investigation along with chemical characteristics of soil for Constr of ESHs/Igloos at SASF at Btd Mil Stn
2020_MES_337910_1
3007/Job/eproc/2020-21/01/E3
Open Tender
Job Works
Item Rate
30 days
GE (I) (P) No-2
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
Exempted
18 May 2020
8 Apr 2020
13 May 2020
9 Apr 2020
11 May 2020
9 Apr 2020
Amount
Topographical Survey with Total Station Instrument for site showing all natural and man-made features on the site, preparation of plans (maps) showing all permanent features, including buildings, large trees, pucca & kacha nullas, ditches, nearby roads/approaches, railway track, culverts, over transmission lines, ridges, boundary wall, fencing, demarcation line & levels @ 3 Mtr X 3 Mtr grid for 14 Acres and estimating earth work and complete including submission of topo maps and detailed earth work caliculations 06 copies after spirally binded along with soft copy.
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.
Sub soil investigation comprising of boring 100 to 150 mm dia, any kind of existing soil strata with approved means of drilling up to 10 mtr 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 0.90 mtr depth and conducting 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 in 06 copies spirally binded elaborating gradation soil atterberg limit cohesion intercept, angle of shearing resistance also evaluate liquefaction potential of soil and recommendation of types and depth of foundation for upto 3 storied building as per soil condition at site.
M/s Bhullar Constructions
Sukhmander Singh Contractor
STANDARD SURVEYS
MEENAKSHI GEOTECH
VARDAN ENVIROLAB
JKINFRATECH
BHASKRAM JYOTISH ANUSANDHAN KENDRA
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