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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.2 LAccepted-AOC GF 22 GROUND FLOOR OMAXE SQUARE JASOLA DISTRICT CENTRE NEW DELHI SOUTH DELHI DELHI 110025 UDYAM DL 10 0008422 | SOUTH EAST DELHI | DELHI | 110025 | ₹19.2 L | L1 | Accepted-AOC Bidder fulfill all the technical Criteria and is L1 |
| 2 | L2₹19.6 LRejected-Finance 77 SATYA NAGAR BHUBANESWAR 751 007 | KHORDHA | ODISHA | 751007 | ₹19.6 L | L2 | Rejected-Finance Quoted amount is more than L1 amount |
| 3 | L3₹19.8 LRejected-Finance | ₹19.8 L | L3 | Rejected-Finance Quoted amount is more than L1 amount |
| 4 | L4₹19.9 LRejected-Finance | ₹19.9 L | L4 | Rejected-Finance Quoted amount is more than L1 amount |
| 5 | L5₹20.3 LRejected-Finance | ₹20.3 L | L5 | Rejected-Finance Quoted amount is more than L1 amount |
Tender Value
Refer Docs
EMD Value
₹47,700
Closing Date
20 Apr 2026, 11:00 amClosed
GGM and PU-Head LKO
RITES Ltd. Project Unit Lucknow, NH-24 Lucknow Sitapur Road Lucknow
As per tender document
2026_RITES_274190_1
RITES/PULKO/NTPC/Skt/GT/2026
Open Tender
Miscellaneous Services
90 days
Sonbhadra
Please refer tender document
4 documents required · 4 mandatory
₹2,950
Yes
RITES Ltd.
₹47,700
Yes
10 Jun 2026
7 Apr 2026
21 Apr 2026
7 Apr 2026
20 Apr 2026
13 Apr 2026
Mobilization and demobilization of tools, equipment and personnel for carrying out the soil investigation work to and from the site at Shaktinagar (U.P.). The quoted rate shall also include the cost of shifting equipment, manpower and machinery between various borehole locations within the project site.
Soil Exploration and Testing
Exploratory drilling of boreholes down to the required depth, drilling of 150 mm diameter boreholes in all types of soils except hard rock and large boulders (boulder core more than 30 cm), including refilling, reinstating the surface, and disposing of surplus material. The work shall include the use of mechanical rigs with power-operated winches, as well as percussion/chiselling tools for advancing through occasional seams of hard strata, wherever necessary, in dry areas.
Drilling of NX size bore hole (75mm dia.) in all types of hard rock and collection of rock core samples from boreholes and preserving in boxes.
Conducting determination of California Bearing Ratio as per IS:2720
Taking out 100 mm diameter and 450 mm long undisturbed samples of soil from boreholes, including provision of air-tight containers for packing and labeling, and transporting the samples to the laboratory. Piston samplers shall be used for extracting undisturbed samples wherever necessary. Samples shall be collected as per IS: 2720.
Taking out 100 mm diameter and 450 mm long disturbed samples of soil from boreholes, including provision of air-tight containers for packing, labeling, and transporting the samples to the laboratory. Samples shall be collected as per IS: 2720.
Conducting standard penetration test as per IS:2131 at approximate 1.5m intervals in bore holes, as directed by the Engineer in charge
Collection of water samples at required intervals
Conducting laboratory Tests on collected soil samples as per relevant IS code
Moisture Content/Dry Density
Atterberg Limits
Specific Gravity
Grain size analysis including Hydrometer analysis
Direct Shear Test
Natural Density
Consolidation Test
Unconfined Compression Test
Tri-axial Test
Conducting Laboratory tests on collected ROCK SAMPLES as per relevant IS code
Density Test
Water Absorption & Porosity
Hardness
Unconfined Compression Test
Point Load Test
Modulus of Elasticity
Abrasion Testing
Conducting chemical analysis of ground water samples to determine suitability for concreting and aggressiveness in relation to attack on concrete/ reinforcement includingdetermination of pH value.
Conducting chemical analysis of soil samples to determine aggressiveness in relation to attack on concrete / reinforcement including determination of pH value
Note: Analysis & Report Submission: Engineering analysis and submission of report containing bore log as per IS codes 1892, details, type & depth of foundations, safe allowable load bearing capacity for open foundation and calculation of settlement of both open and pile foundation. For pile foundation settlement calculations should be done up to 1Om below the tip of pile. Settlement calculations as per IS codes: 1904, 6403-1981 and 8009 Pt 1-1976 and Pt-2 respectively. CR& RQD values, shear strength of rock at different depths. Modules of deformation of rock mass and rock material) spacing of discontinuity & its aperture along with orientation, Unit weight of rock at depths, Safe bearing pressure of rock be specifically mentioned. Final report in 3 copies with required drawings.
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tech_eval.pdf
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