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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 LAccepted-AOC | L1 | Accepted-AOC L1 Bidder | |
| 2 | L2₹8.7 L+₹50,910 (6.18%)Rejected-Finance | L2 | Rejected-Finance Not L1 Bidder | |
| 3 | L4₹16.7 L+₹8.5 L (102.9%)Rejected-Finance | L4 | Rejected-Finance Not L1 Bidder | |
| 4 | L5₹9.1 L+₹83,810 (10.2%)Rejected-Finance | L5 | Rejected-Finance Not L1 Bidder | |
| 5 | L5₹18.6 L+₹10.3 L (125.6%)Rejected-Finance 32 41 SOUTH SIDE OF G T ROAD UPSIDC INDUSTRIAL AREA GHAZIABAD UTTAR PRADESH 201009 | GHAZIABAD | UTTAR PRADESH | 201009 | L5 | Rejected-Finance Not L1 Bidder |
Tender Value
Refer Docs
EMD Value
₹20,000
Closing Date
25 Oct 2019, 6:00 pmClosed
Asstt. GM (Engg-Civil)
Asstt. GM (Engg-Civil), Airports Authority of India, CHQ, B-Block, 3rd Floor, Opposite Room No. 373, Rajiv Gandhi Bhawan, Safdarjung Airport, New Delhi - 110003
Geotechnical Investigation for Development of New Integrated Civil Enclave at Halwara Airport (Pb).
2019_AAI_33012_1
AAI/CHQ-NR/Engg-C/HLWRA/GTI/19
Open Tender
Survey and Investigation services
Item Rate
30 days
Halwara (Punjab)
As per WNIT
5 documents required · 5 mandatory
₹1,180
Yes
Airports Authority of India
₹20,000
Yes
4 May 2022
15 Oct 2019
31 Oct 2019
16 Oct 2019
25 Oct 2019
22 Oct 2019
16 Oct 2019 - 20 Oct 2019
Amount
Borehole & SPT Test above 25 m and upto 30m of depth (This will include collection of disturbed / undisturbed samples, determining Soil Properties Like, Particle Size analysis , LL, PL, PI, Swell Index, Shrinkage Limit, Sp. Gravity, Natural Moisture Content, Field Density, Dry Density & Moisture-Density Relation on all samples alongwith Depth of water Table if encountered with soil strata etc.) Note: 1. Collection of disturbed/undisturbed sample shall be done at 0.75m and there onwards at every 1.5m interval or change in strata whichever is earlier. 2. SPT shall be carried out at 0.75m,1.5m,2.25m,3m and there onwards at every 1.5 m interval or at change of strata, whichever is earlier.
Borehole & SPT Test above 10 m and up to 25 m of depth (This will include collection of disturbed / undisturbed samples, determining Soil Properties Like, Particle Size analysis , LL, PL, PI, Swell Index, Shrinkage Limit, Sp. Gravity, Natural Moisture Content, Field Density, Dry Density & Moisture-Density Relation on all samples alongwith Depth of water Table if encountered with soil strata etc.) Note: 1. Collection of disturbed/undisturbed sample shall be done at 0.75m and there onwards at every 1.5m interval or change in strata whichever is earlier. 2. SPT shall be carried out at 0.75m,1.5m,2.25m,3m and there onwards at every 1.5 m interval or at change of strata, whichever is earlier.
Borehole & SPT Test above 3.5 m and up to 10 m of depth (This will include collection of disturbed/undisturbed samples, determining Soil Properties Like, Particle Size analysis , LL, PL, PI, Swell Index, Shrinkage Limit, Sp. Gravity, Natural Moisture Content, Field Density, Dry Density & Moisture-Density Relation on all samples alongwith Depth of water Table if encountered with soil strata etc.) Note: 1. Collection of disturbed/undisturbed sample shall be done at 0.75m and there onwards at every 1.5m interval or change in strata whichever is earlier. 2. SPT shall be carried out at 0.75m,1.5m,2.25m,3m and there onwards at every 1.5 m interval or at change of strata, whichever is earlier.
Borehole up to 3.5 m of depth (This will include collection of disturbed/undisturbed samples, determining Soil Properties Like, Particle Size analysis , LL, PL, PI, Swell Index, Shrinkage Limit, Sp. Gravity, Natural Moisture Content of the soil, Field Density, Dry Density & Moisture-Density relation of soil on all samples alongwith Depth of Water Table if encountered with Soil Strata etc.) Note:1. Collection of disturbed/undisturbed sample shall be done at 0.5m, 1.25m, 2.0m, 3.0 depth from existing Ground level or change in strata whichever is earlier.
CBR test of soil sample at proposed subgrade level.
Plate Load Test for modulus of Sub Grade reaction.
Permeability Test (On the basis of natural moisture content and field density in the lab with remoulded sample: one each for every borehole)
Tri axial Test
Elastic modulus, Poisson’s ratio
Vane Shear Test
Consolidation Test
Chemical Analysis of Soil (Total Soluble Sulphate, Chlorides, Organic Matter) and determination of Organic material in soil by wet combustion.
Chemical Analysis of Ground Water if encountered (pH, Total Soluble Sulphate, Chlorides).
Transportation of Equipments and soil sample collection charges, Visting charges, submission of detailed soil investigation report with recommendations etc.
GEO ENGINEERING SERVICES
GEO MEDIA ENGINEERING AND CONSULTANCY SERVICES PRIVATE LIMITED
Micro Engineering And Tessting Laboratory
EKO PRO ENGINEERS PVT LTD
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