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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.5 LAccepted-AOC | ₹18.5 L | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹29.3 L+₹10.8 L (58.1%)Rejected-Finance | ₹29.3 L+₹10.8 L (58.1%) | L2 | Rejected-Finance Not L1 Bidder |
| 3 | L3₹29.6 L+₹11.1 L (60.0%)Rejected-Finance | ₹29.6 L+₹11.1 L (60.0%) | L3 | Rejected-Finance Not L1 Bidder |
| 4 | L4₹32.4 L+₹13.9 L (75.0%)Rejected-Finance | ₹32.4 L+₹13.9 L (75.0%) | L4 | Rejected-Finance Not L1 Bidder |
Tender Value
₹41.2 L
EMD Value
₹82,400
Closing Date
13 Nov 2023, 3:00 pmClosed
AGM Engg Civil
LBSI Airport, Varanasai
Construction of New Terminal Building, Apron Extension, Runway Extension and other associated works at LBSI Airport, Varanasi. SH GEO Technical Investigation (GTI) of Soil
2023_AAI_173030_1
AAI/VNS/ENGG/GTI/NIT-112
Open Tender
Civil Works
Item Rate
30 days
LBSI Airport Varanasi
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,180
₹82,400
29 Jan 2024
2 Nov 2023
14 Nov 2023
3 Nov 2023
13 Nov 2023
7 Nov 2023
3 Nov 2023 - 6 Nov 2023
Amount
Civil Works
Borehole (of dia 100 mm) & SPT Test upto 3 to 4 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, Field density, Dry density, Natural Moisture content & 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 of strata whichever is earlier. 2. SPT tests shall be carried out at 0.75m, 1.5m, 2.25m, 3m and there onward at every 1.5 m interval or at change of strata, whichever is earlier.
Borehole upto 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, Field density, Dry density, Natural Moisture content & moisture-density relation on all samples alongwith depth of water table if encountered with soil strata etc. Note: 1. Collection of disturbed/undisturbed samples shall be done at 0.5m, 1.25m, 2.0m, 3.0m depth from existing ground level or change of strata whichever is earlier.
CBR test of soil sample at proposed subgrade level.
Plate load Test as per IS: 9214 for modulus of subgrade reaction.
Permeability Test ( On the basis of natural moisture content and field density in the lab with remoulded sample: one each for every bore hole )
Tri-axial test
Elastic modulus and poisson's ratio of soil at proposed subgrade level.
Vane Shear test
Consolidation test
Chemical analysis of soil ( Total Soluble Sulphates, Chlorides, Organic matter ) and determination of organic material in soil by wet combustion.
Chemical analysis of ground water if encountered ( pH, Total Soluble Sulphates, Chlorides)
Transportation of equipments and soil sample collection charges, visiting charges, submission of detailed soil investigation report with recommendation (in triplicate), etc.
R.K.Enterprises
kct consultancy services
ARUN SOIL LAB PVT. LTD.
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tech_eval.pdf
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