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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAccepted-AOC | ₹4.3 L | L1 | Accepted-AOC L-1 Bidder |
| 2 | L2₹8.5 L+₹4.2 L (96.3%)Rejected-AOC | ₹8.5 L+₹4.2 L (96.3%) | L2 | Rejected-AOC L-2 Bidder |
| 3 | Not Admitted-Fee/PreQual/Technical GF 22 GROUND FLOOR OMAXE SQUARE JASOLA DISTRICT CENTRE NEW DELHI SOUTH DELHI DELHI 110025 | SOUTH EAST DELHI | DELHI | 110025 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
Closing Date
11 Jan 2019, 6:00 pmClosed
Sr. Manager (Engg-Civil), AAI, CHQ-NR
Airports Authority of India, CHQ, Rajiv Gandhi Bhawan, B-Block, 3rd Floor, Room No. B-372, Safdarjung Airport, New Delhi -110003
Geotechnical Investigation for Construction of AAI Operational Offices Complex including Convention Center at Safdarjung Airport, New Delhi
2019_AAI_20249_1
AAI/CHQ-NR/Engg-C/AAIOI/GTI
Open Tender
Survey and Investigation services
Item Rate
30 days
AAIOI, Safdarjung Airport
As per WNIT
5 documents required · 5 mandatory
₹0
Exempted
4 May 2022
2 Jan 2019
16 Jan 2019
3 Jan 2019
11 Jan 2019
8 Jan 2019
3 Jan 2019 - 5 Jan 2019
Amount
Borehole & SPT Test above 25m 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 10m 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 3.5m 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.
Unique Engineering Services
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