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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-AOC | ₹5.1 L | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹5.7 L+₹59,675 (11.6%)Rejected-Finance | ₹5.7 L+₹59,675 (11.6%) | L2 | Rejected-Finance Not L1 Bidder. |
| 3 | L3₹6.7 L+₹1.5 L (29.8%)Rejected-Finance B 10 KRISHNA INDUSTRIAL ESTATE OPP B I D C GORWA ESTATE VADODARA 390016 GUJARAT | VADODARA | GUJARAT | 390016 | ₹6.7 L+₹1.5 L (29.8%) | L3 | Rejected-Finance Not L1 Bidder. |
| 4 | L4₹9.6 L+₹4.5 L (87.5%)Rejected-Finance | ₹9.6 L+₹4.5 L (87.5%) | L4 | Rejected-Finance Not L1 Bidder. |
| 5 | Not Admitted-Fee/PreQual/Technical PLOT NO 272 PHASE IV SECTOR 57 HSIIDC KUNDLI SONIPAT SONIPAT HARYANA 131028 | SONIPAT | HARYANA | 131028 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
Closing Date
19 Jul 2018, 6:00 pmClosed
Sr. Manager (Engg-Civil), 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 Development of New Civil Enclave at Kanpur Airport
2018_AAI_12433_1
AAI/CHQ-NR/Engg-C/Kanpur/GTI
Open Tender
Survey and Investigation services
Item Rate
45 days
Kanpur
As per NIT
3 documents required · 3 mandatory
₹0
Exempted
4 May 2022
4 Jul 2018
24 Jul 2018
5 Jul 2018
19 Jul 2018
13 Jul 2018
5 Jul 2018 - 11 Jul 2018
Amount
Borehole & SPT Test 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 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 m 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)
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 Designs and Research Pvt. Ltd.
Unique Engineering Services
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