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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹3.6 LAccepted-AOC | ₹3.6 L | L-1 | Accepted-AOC L1 Bidder |
| 2 | L-2₹7.1 L+₹3.5 L (96.4%)Rejected-Finance PLOT NO 27 28 SHIV VIHAR EXT NALA ROAD BEHIND VIKAS PURI UTTAM NAGAR WEST DELHI DELHI 110059 | DELHI | WEST DELHI | DELHI | 110059 | ₹7.1 L+₹3.5 L (96.4%) | L-2 | Rejected-Finance Quoted Higher rates |
| 3 | L-3₹8.8 L+₹5.2 L (144.8%)Rejected-Finance FCA 560 BLB EAST CHAWLA COLONY SAURAJ SINGH YADAV BALLABGARH VILLAGE TOWN CHAWLA COLONY CITY FARIDABAD FARIDABAD HARYANA 121004 INDIA | FARIDABAD | HARYANA | 121004 | ₹8.8 L+₹5.2 L (144.8%) | L-3 | Rejected-Finance Quoted Higher rates |
| 4 | L-4₹17.8 L+₹14.3 L (396.8%)Rejected-Finance | ₹17.8 L+₹14.3 L (396.8%) | L-4 | Rejected-Finance Quoted Higher rates |
| 5 | Rejected-Technical | - | - | Rejected-Technical Does not qualifies NIT Criteria |
Tender Value
Refer Docs
Closing Date
2 Mar 2021, 6:00 pmClosed
AGM (E-C), AAI, Dehradun Airport
O/o AGM (E-C), AAI, Dehradun Airport
GEOTECHNICAL INVESTIGATION FOR DEVELOPMENT OF SARSAWA AIRPORT (SAHARANPUR) FOR RCS OPERATIONS
2021_AAI_70781_1
AAI/DDN/E-C/SARSAWA/GT/2021
Open Tender
Survey and Investigation services
Item Rate
30 days
Sarsawa
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,120
Yes
Exempted
18 Aug 2022
19 Feb 2021
4 Mar 2021
20 Feb 2021
2 Mar 2021
20 Feb 2021
20 Feb 2021 - 24 Feb 2021
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 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.
National Engineering Consultants & Testing Laboratory
SHREE BALAJI TEST HOUSE PVT. LTD.
BHASKRAM JYOTISH ANUSANDHAN KENDRA
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