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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAccepted-AOC PLOT NO 27 28 SHIV VIHAR EXT NALA ROAD BEHIND VIKAS PURI UTTAM NAGAR WEST DELHI DELHI 110059 | DELHI | WEST DELHI | DELHI | 110059 | ₹6.3 L | L1 | Accepted-AOC Work was awarded to L-1 agency |
| 2 | L2₹8.8 L+₹2.5 L (40.2%)Rejected-Finance | ₹8.8 L+₹2.5 L (40.2%) | L2 | Rejected-Finance Not Found L1 |
| 3 | L3₹10.3 L+₹4.1 L (64.5%)Rejected-Finance 36 RANJEET NAGAR SHAHBAD MARKANDA NH 1 KURUKSHETRA HARYANA 136135 | KURUKSHETRA | HARYANA | 136135 | ₹10.3 L+₹4.1 L (64.5%) | L3 | Rejected-Finance Not Found L1 |
| 4 | L4₹11.3 L+₹5.0 L (79.6%)Rejected-Finance BUDGAM JAMMU KASHMIR 191113 INDIA UDYAM JK 04 0000108 | BUDGAM | JAMMU AND KASHMIR | 191113 | ₹11.3 L+₹5.0 L (79.6%) | L4 | Rejected-Finance Not Found L1 |
| 5 | L5₹12.3 L+₹6.0 L (95.2%)Rejected-Finance | ₹12.3 L+₹6.0 L (95.2%) | L5 | Rejected-Finance Not Found L1 |
| Sl No | Description | Qty | Unit | GEO MEDIA ENGINEERING AND CONSULTANCY SERVICES PRIVATE LIMITED L2 | Gaveshana Geosciences Private Limited L6 | M/s Rishi Markandeshwar Engineering Consultant L3 | National Engineering Consultants & Testing Laboratory L1 | M/S MOUNT GEO TECHNICAL SERVICES PVT LTD L4 | G S GEO ENVIRONS PVT LTD L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Making Boreholes (100 mm dia) of depth 25m from existing ground level including collection of disturbed/undisturbed samples at 0.75m depth from existing ground level and there onwards at every 1.5m interval or change in strata whichever is earlier. Conducting Standard Penetration Test (SPT) at a depth of 0.75m, 1.5m, 2.25m, 3m and there onwards at every 1.5 m interval or at change of strata, whichever is earlier, as per Technical Specifications and direction of Engineer-In-Charge. | 5 | Each | 1,00,000 ₹5,00,000 | 56,000 ₹2,80,000 | 1,55,000 ₹7,75,000 | 66,000 ₹3,30,000 | 1,92,500 ₹9,62,500 | 35,000 ₹1,75,000 Lowest |
| 2.00 | Making Boreholes (100 mm dia) of depth from 3 to 4 m from existing ground level including collection of disturbed/undisturbed samples at 0.75m depth from existing ground level and there onwards at every 1.5m interval or change in strata whichever is earlier. Conducting Standard Penetration Test (SPT) at a depth of 0.75m, 1.5m, 2.25m, 3m and there onwards at every 1.5 m interval or at change of strata, whichever is earlier, as per Technical Specifications and direction of Engineer-In-Charge. | 3 | Each | 12,000 ₹36,000 | 12,500 ₹37,500 | 25,000 ₹75,000 | 6,000 ₹18,000 Lowest | 15,000 ₹45,000 | 10,000 ₹30,000 |
| 3.00 | Conducting Particle Size Analysis on soil samples as per Technical Specifications and direction of Engineer-In-Charge. | 102 | Each | 200 ₹20,400 | 150 ₹15,300 | 100 ₹10,200 | 150 ₹15,300 | 20 ₹2,040 Lowest | 250 ₹25,500 |
| 4.00 | Conducting Consistancy Limits of soil samples as per Technical Specifications and direction of Engineer-In-Charge.
(a) Liquid Limit | 102 | Each | 100 ₹10,200 | 150 ₹15,300 | 100 ₹10,200 | 60 ₹6,120 | 20 ₹2,040 Lowest | 350 ₹35,700 |
| 5.00 | Conducting Consistancy Limits of soil samples as per Technical Specifications and direction of Engineer-In-Charge.
(b) Plastic Limit | 102 | Each | 100 ₹10,200 | 150 ₹15,300 | 100 ₹10,200 | 60 ₹6,120 | 30 ₹3,060 Lowest | 250 ₹25,500 |
| 6.00 | Conducting Consistancy Limits of soil samples as per Technical Specifications and direction of Engineer-In-Charge.
(c) Swell Index | 102 | Each | 100 ₹10,200 | 150 ₹15,300 | 100 ₹10,200 | 60 ₹6,120 | 20 ₹2,040 Lowest | 500 ₹51,000 |
| 7.00 | Conducting Consistancy Limits of soil samples as per Technical Specifications and direction of Engineer-In-Charge.
(d) Shrinkage Limit | 102 | Each | 100 ₹10,200 | 150 ₹15,300 | 100 ₹10,200 | 60 ₹6,120 | 20 ₹2,040 Lowest | 550 ₹56,100 |
| 8.00 | Conducting Triaxial Test on soil Samples as per Technical Specifications and direction of Engineer-In-Charge. | 15 | Each | 2,000 ₹30,000 | 450 ₹6,750 | 250 ₹3,750 | 60 ₹900 | 30 ₹450 Lowest | 1,100 ₹16,500 |
| 9.00 | Conducting lnsitu density, Natural Moisture Content and Dry Density test on soil samples as per Technical Specifications and direction of Engineer-In-Charge. | 102 | Each | 200 ₹20,400 | 220 ₹22,440 | 100 ₹10,200 | 60 ₹6,120 | 20 ₹2,040 Lowest | 2,200 ₹2,24,400 |
| 10.00 | Conducting Lab Permeability test on granular soils as per Technical Specifications and direction of Engineer-In-Charge. | 3 | Each | 1,000 ₹3,000 | 750 ₹2,250 | 400 ₹1,200 | 60 ₹180 | 30 ₹90 Lowest | 2,500 ₹7,500 |
Tender Value
₹15.6 L
EMD Value
₹31,232
Closing Date
11 Jul 2024, 6:00 pmClosed
Assistant Manager, Engg-Civil
Office of GM Project KBR Airport Leh
Geotechnical Investigation and Topographical Survey
2024_AAI_199735_1
AAI/Leh/Proj/eNIT/Thoise/Soil
Open Tender
Civil Works - Others
Item Rate
45 days
Thoise Airport
As per NIT
11 documents required · 11 mandatory
₹1,180
₹31,232
7 Oct 2025
29 Jun 2024
12 Jul 2024
29 Jun 2024
11 Jul 2024
4 Jul 2024
29 Jun 2024 - 3 Jul 2024
Amount
Making Boreholes (100 mm dia) of depth 25m from existing ground level including collection of disturbed/undisturbed samples at 0.75m depth from existing ground level and there onwards at every 1.5m interval or change in strata whichever is earlier. Conducting Standard Penetration Test (SPT) at a depth of 0.75m, 1.5m, 2.25m, 3m and there onwards at every 1.5 m interval or at change of strata, whichever is earlier, as per Technical Specifications and direction of Engineer-In-Charge.
Making Boreholes (100 mm dia) of depth from 3 to 4 m from existing ground level including collection of disturbed/undisturbed samples at 0.75m depth from existing ground level and there onwards at every 1.5m interval or change in strata whichever is earlier. Conducting Standard Penetration Test (SPT) at a depth of 0.75m, 1.5m, 2.25m, 3m and there onwards at every 1.5 m interval or at change of strata, whichever is earlier, as per Technical Specifications and direction of Engineer-In-Charge.
Conducting Particle Size Analysis on soil samples as per Technical Specifications and direction of Engineer-In-Charge.
Conducting Consistancy Limits of soil samples as per Technical Specifications and direction of Engineer-In-Charge. (a) Liquid Limit
Conducting Consistancy Limits of soil samples as per Technical Specifications and direction of Engineer-In-Charge. (b) Plastic Limit
Conducting Consistancy Limits of soil samples as per Technical Specifications and direction of Engineer-In-Charge. (c) Swell Index
Conducting Consistancy Limits of soil samples as per Technical Specifications and direction of Engineer-In-Charge. (d) Shrinkage Limit
Conducting Triaxial Test on soil Samples as per Technical Specifications and direction of Engineer-In-Charge.
Conducting lnsitu density, Natural Moisture Content and Dry Density test on soil samples as per Technical Specifications and direction of Engineer-In-Charge.
Conducting Lab Permeability test on granular soils as per Technical Specifications and direction of Engineer-In-Charge.
Determination of organic material in soil by wet combustion as per Technical Specifications and direction of Engineer-In-Charge.
Conducting Chemical Test of chloride & sulphate, organic matter in soil as per Technical Specifications and direction of Engineer-In-Charge.
Conducting modified Proctor Density Test (Moisture - Drydensity relation of soil) as per Technical Specifications and direction of Engineer-In-Charge.
Conducting Chemical analysis of Ground Water Samples indicating sulphates, chlorides, pH value as per Technical Specifications and direction of Engineer-In-Charge.
Conducting Specific Gravity test of soil as per Technical Specifications and direction of Engineer-In-Charge.
Conducting Vane Shear test of soil as per Technical Specifications and direction of Engineer-In-Charge.
Conducting Consolidation test of soil as per Technical Specifications and direction of Engineer-In-Charge.
Conducting lab CBR (soaked and unsoaked) test of soil sample at proposed subgrade level.
Transportation of Equipments, soil sample collection charges, Visting charges, carrying out work at site, formulating borehole / test spots location plan, submission of detailed soil investigation report separately for Terminal Building Area and Boundary Wall of Thoise Airfield (03 nos. sets for each area in booklet form and 01 no. soft copy for each) making recommendations and suggestions complete and as per specifications and directions of Engineer-in-Charge.
Carrying out surveying work of Thoise Airfield, conducting topographical survey using GPS based survey equipment (Electronic total station / D.G.P.S etc.) with reference to permanent bench mark 'ARP' (Airport Reference Point), inside and outside of operational area of Thoise Airport as directed by Engineer-in-Charge and taking spot levels in 6mtr x 6mtr grid (Closer grids may be adopted at locations where abrupt/ sudden level differences are observed) and submission of contour maps with a contour interval of 0.50m. The survey data should include the location and all geographical details of various structures and other infrastructure like perimeter walls and roads, rock boulders, watch huts, watch towers, buildings, drains, drain outlets, electric poles, pathways, ditches, abrupt level differences in the form of depressions or mounts, trees with numbering, embankment including pitching, horizontal and vertical fences, and other relevant structures/features, including mobilization of necessary equipment and manpower for survey work. (ii) Submission of 3 nos. (three) sets of Topographic plan and contour map in size not less than A0, with all spot levels in the scale of 1:1000 showing all topographic features, along with the original data (soft copy- CAD and GPS data file in pen drive of sufficient storage)
GEO MEDIA ENGINEERING AND CONSULTANCY SERVICES PRIVATE LIMITED
M/s Rishi Markandeshwar Engineering Consultant
M/S MOUNT GEO TECHNICAL SERVICES PVT LTD
G S GEO ENVIRONS PVT LTD
Gaveshana Geosciences Private Limited
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