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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 LAccepted-AOC BLOCK C 14 GROUND FLOOR PLOT 618 624 BHIVANDIWALA TERRACE JAGANNATH SHANKARSHETH MARG DHOBI TALAO NEAR KALBADEVI POST OFFICE MUMBAI 400002 | MUMBAI | MAHARASHTRA | 400002 | L1 | Accepted-AOC Being L1 and reasonable | |
| 2 | L2₹3.1 L+₹1.9 L (142.3%)Rejected-Finance | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹3.8 L+₹2.5 L (192.3%)Rejected-Finance | L3 | Rejected-Finance Other than L1 | |
| 4 | L4₹4.5 L+₹3.2 L (246.2%)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 Other than L1 |
Tender Value
₹2.6 L
EMD Value
₹5,200
Closing Date
18 May 2022, 6:00 pmClosed
GE(AF) GORAKHPUR
GE(AF) GORAKHPUR PIN-273008
SOIL INVESTIGATION FOR EXTENSION OF B DISPOSAL A LINK CONSTRUCTION OF NEW TAXI TRACK AND LINKS AT AF STN GORAKHPUR
2022_MES_523900_1
303/JOB/E8
Open Tender
Civil Works
Item Rate
60 days
GE(AF) GORAKHPUR
As Per Job Documents
6 documents required · 6 mandatory
₹0
₹5,200
Yes
15 Jun 2022
13 May 2022
19 May 2022
13 May 2022
18 May 2022
13 May 2022
Amount
M&L for conducting soil investigation test at site as per relevant latest Indian standards and submit the report for following: (a) Drilling upto 3 mtr below finished grade level 150 mm diameter bore hole in all type of soils. (b) Conducting standard penetration test (SPT) in the bore holes at 1.00 m interval in depth or every change of strata upto 3.0 m.
M&L for conducting soil investigation test at site as per relevant latest Indian standards and submit the report for following: (a) Drilling upto 6 mtr below finished grade level 150 mm diameter bore hole in all type of soils. (b) Recording the highest ground water table if observed upto exploration depth as per IS:6395-1973. (c) Conducting Liquid Limit, Plastic Limit & Plasticity index. (d) Soil permeability (e) Soil pH value (f) Maximum Dry Density of soil (i) Dry density and moisture content (ii) Atterberg's limit (iii) Particle size analysis IS for Classification of Soil (iv) Specific gravity (v) Consolidation test and Compression value index (vI) Free swell and swell pressure test (vii) Bilk density (viii) Organic matter in soil if any (ix) Triaxial compression test and determination of (C & $ Value) shear parameters as per relevant IS (x) Harmful Salt and SPT @ 1.0, 2.0 & 3.0 m depth.
Determination of 'K' value (Module of sub grade reaction) of soil in field in accordance to IS 9214-1979, complete in all respect complete all as specified and directed.
Transportation of equipment / mobilization / Dematerialization of equipment etc for soil investigation for all test as above item No. 1 to 3 complete all as specified and directed.
Sheltera consultants pvt ltd.
R.K.Enterprises
MEENAKSHI GEOTECH
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