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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.7 LAccepted-Finance | ₹2.7 L | 1 | Accepted-Finance LOWEST |
| 2 | 2₹3.4 LAccepted-Finance | ₹3.4 L | 2 | Accepted-Finance 2ND |
| 3 | 3₹6.6 LAccepted-Finance | ₹6.6 L | 3 | Accepted-Finance 3RD |
| 4 | 4₹6.8 LAccepted-Finance | ₹6.8 L | 4 | Accepted-Finance 4TH |
| 5 | 5₹7.4 LAccepted-Finance GROUND FLOOR SHOP NO 3 TAPOVAN CHS SUKAPUR SUKAPUR NEW PANVEL RAIGAD MAHARASHTRA 410206 | RAIGAD | MAHARASHTRA | 410206 | ₹7.4 L | 5 | Accepted-Finance 5TH |
| Sl No | Description | Qty | Unit | M/s. AAKAR ABHINAV CONSULTANTS PVT. LTD. L3 | Techpro Engineers Pvt Ltd L1 | Ecotone Solutions L4 | BHASKRAM JYOTISH ANUSANDHAN KENDRA PRIVATE LIMITED L5 | GTECH CONSULTANCY SERVICES L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Charges towards mobilization & de-mobilization of resources, comprising instrument, equipment and personnel at the proposed site and demobilization after completion of in situ test. | 1 | LS | 35,000 ₹35,000 | 11,800 ₹11,800 | 65,000 ₹65,000 | 2,00,000 ₹2 L | 15,000 ₹15,000 |
| 2.00 | Shifting & setting of boring / drilling machine from one borehole to other | 4 | each | 2,300 ₹9,200 | 3,540 ₹14,160 | 3,500 ₹14,000 | 5,000 ₹20,000 | 2,000 ₹8,000 |
| 3.01 | Exploratory drilling 150 mm dia. Of boreholess in all type of overburdend soil, up to a maximum depth of 35m or up to refusal, whichever met earlier, by percusion method with skilled labours, technical manpower, tools & plants, equipment. Note: Refusal shall be defined when 'N" value reached 100 for penetration of 300 mm. (4 bore holes of 40 m each & 1 bore hole of 50 mtr ) | 210 | RM | 1,525 ₹3.2 L | 700 ₹1.5 L | 1,800 ₹3.8 L | 1,000 ₹2.1 L | 1,180 ₹2.5 L |
| 3.02 | Conducting standard penetration test as per IS: 2131 in the boreholes at an interval of 1.5mtr in depth and at every change of strata from borehole | - | - | - | - | - | - | - |
| 3.03 | Collection of undisturbed soil samples from all boreholes at intervals of 3.00 mtr in depth and at every change of strata from borehole | - | - | - | - | - | - | - |
| 3.04 | Collection of disturbed soil samples in the boreholes at an intervals of 1.50 meter in depth and at every change of strata from borehole | - | - | - | - | - | - | - |
| 3.05 | Measurement of ground water level after completion of each borehole and collection of water samples. | - | - | - | - | - | - | - |
| 3.06 | LABORATORY TESTING | - | - | - | - | - | - | - |
| 3.07Cohesion & angle of Internal friction | ||||||||
| 3.08Water absorption test | ||||||||
Tender Value
Refer Docs
EMD Value
₹8,000
Closing Date
14 Feb 2026, 3:30 pmClosed
Executive Engineer
IWD, Civil Division-I, IIT, Kanpur
Subsoil Investigation (5 holes) at the site for proposed construction of Wadhwani School at IIT Kanpur
2026_IITK_897414_1
IWD/DIV-I/555
Open Tender
Civil Works
30 days
IIT Kanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹8,000
11 Mar 2026
6 Feb 2026
16 Feb 2026
6 Feb 2026
14 Feb 2026
6 Feb 2026
Exploratory drilling 150 mm dia. Of boreholess in all type of overburdend soil, up to a maximum depth of 35m or up to refusal, whichever met earlier, by percusion method with skilled labours, technical manpower, tools & plants, equipment. Note: Refusal shall be defined when 'N" value reached 100 for penetration of 300 mm. (4 bore holes of 40 m each & 1 bore hole of 50 mtr )
Conducting standard penetration test as per IS: 2131 in the boreholes at an interval of 1.5mtr in depth and at every change of strata from borehole
Collection of undisturbed soil samples from all boreholes at intervals of 3.00 mtr in depth and at every change of strata from borehole
Collection of disturbed soil samples in the boreholes at an intervals of 1.50 meter in depth and at every change of strata from borehole
Measurement of ground water level after completion of each borehole and collection of water samples.
LABORATORY TESTING
Cohesion & angle of Internal friction
Water absorption test
Waters welling properties
Chemical Analysis of soil and ground water
Natural Moisture content
Bulk density
Dry & wet density
Specific Gravity
Liquid and Plastic, Shrinkage limit
Plastic and Liquidity Index(Cohesive Soils)
Particle Size Distribution, grain size analysis
Consolidation Characteristics
California Bearing Ration(C.B.R.)Test
Stabilization Test
Unconfined compressive tests
Triaxial Shear test
Water analysis
Organic matter
Any Other Test that is required for the report.
Chemical analysis of soil samples
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