Tender For Topographical Survey, Utility Survey And Geotechnical Investigation Work For Sustainable Aviation Fuel (Saf Project) At Paradip Refinery, Odisha
Tender Value
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Estimated cost
Bid Submission
28 Aug 2026
8 days left
EMD
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Bank guarantee accepted
Document Fee
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Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Delhi → Delhi
EMD Exemption
Not Available
Quantity
Not Available
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Project Description
Tender for Topographical Survey, Utility Survey And Geotechnical Investigation Work For Sustainable Aviation Fuel (Saf Project) At Paradip Refinery, Odisha
BOQ
| Sl. No. | Item Description |
| 1 | Site 1-Topological Survey |
| 2 | Conducting topographical ground/land sur |
| 3 | Providing and constructing PBM |
| 4 | Providing grid pillars with Foundation |
| 5 | Providing grid pillars without Foundatio |
| 6 | Transferring Bench Mark |
| 7 | Earth work in excavation |
| 8 | Filling available excavated earth |
| 9 | 1:1.5:3 (1 Cement : 1.5 coarse sand |
| 10 | 1:2:4 (1 cement : 2 coarse sand |
| 11 | 1:3:6 (1 Cement : 3 coarse sand |
| 12 | RCC-1:1.5:3 (1 cement : 1.5 coarse sand |
| 13 | RCC Wall Work -1:1.5:3 (1 cement |
| 14 | Thermo-Mechanically Treated bars |
| 15 | Foundations, footings, bases of columns |
| 16 | Columns, Pillars, Piers, Abutments, Post |
| 17 | Structural steel work in single section |
| 18 | Structural steel work riveted, bolted |
| 19 | Two or more coats applied @ 3.84 kg/10 s |
| 20 | Epoxy Paint On steel work. |
| 21 | Lettering with black Japan paint |
| 22 | Site 1-Geotechnical Investigation |
| 23 | Boring of minimum 150 mm Dia 15m depth |
| 24 | Boring of minimum 150 mm Dia upto 30m |
| 25 | Boring of minimum 150 mm Dia beyond 30m |
| 26 | Collecting undisturbed soil samples |
| 27 | Collecting disturbed soil samples |
| 28 | Collecting ground water sample |
| 29 | Conducting Standard Penetration test |
| 30 | Conducting electrical resistivity test |
| 31 | Grain size analysis (sieve analysis) |
| 32 | Hydrometer analysis for grain size |
| 33 | Atterberg's limit |
| 34 | Natural water content |
| 35 | Specific gravity and void ratio |
| 36 | Bulk and Dry density |
| 37 | Shear test ( Triaxial -UU) |
| 38 | Direct shear test |
| 39 | Unconfined compression test |
| 40 | Consolidation test |
| 41 | Standard Proctor test |
| 42 | Free swell index |
| 43 | Triaxial test (Drained) |
| 44 | Permeability test |
| 45 | Vane shear test |
| 46 | Chemical analysis of soil |
| 47 | Chemical Analysis of water |
| 48 | Conducting Static Cone Penetration Tests |
| 49 | Conducting Plate Load Tests asper IS1888 |
| 50 | Laboratory CBR Tests |
| 51 | Conducting Cross Hole Test up to 35 m |
| 52 | Site 1- Utility Survey |
| 53 | Carrying out Utility Survey |
| 54 | Site 1- Dismantling/Disposal works |
| 55 | Nominal concrete 1:3:6 or richer mix |
| 56 | Demolishing R.C.C. work |
| 57 | Disposal of building rubbish / malba |
| 58 | Dismantling steel work |
| 59 | Site 2-Topological Survey |
| 60 | Conducting topographical ground/land sur |
| 61 | Providing and constructing PBM |
| 62 | Providing grid pillars with Foundation |
| 63 | Providing grid pillars without Foundatio |
| 64 | Transferring Bench Mark |
| 65 | Earth work in excavation |
| 66 | Filling available excavated earth |
| 67 | 1:1.5:3 (1 Cement : 1.5 coarse sand |
| 68 | 1:2:4 (1 cement : 2 coarse sand |
| 69 | 1:3:6 (1 Cement : 3 coarse sand |
| 70 | RCC-1:1.5:3 (1 cement : 1.5 coarse sand |
| 71 | RCC Wall Work -1:1.5:3 (1 cement |
| 72 | Thermo-Mechanically Treated bars |
| 73 | Foundations, footings, bases of columns |
| 74 | Columns, Pillars, Piers, Abutments, Post |
| 75 | Structural steel work in single section |
| 76 | Structural steel work riveted, bolted |
| 77 | Two or more coats applied @ 3.84 kg/10 s |
| 78 | Epoxy Paint On steel work. |
| 79 | Lettering with black Japan paint |
| 80 | Site 2-Geotechnical Investigation |
| 81 | Boring of minimum 150 mm Dia 15m depth |
| 82 | Boring of minimum 150 mm Dia upto 30m |
| 83 | Boring of minimum 150 mm Dia beyond 30m |
| 84 | Collecting undisturbed soil samples |
| 85 | Collecting disturbed soil samples |
| 86 | Collecting ground water sample |
| 87 | Conducting Standard Penetration test |
| 88 | Conducting electrical resistivity test |
| 89 | Grain size analysis (sieve analysis) |
| 90 | Hydrometer analysis for grain size |
| 91 | Atterberg's limit |
| 92 | Natural water content |
| 93 | Specific gravity and void ratio |
| 94 | Bulk and Dry density |
| 95 | Shear test ( Triaxial -UU) |
| 96 | Direct shear test |
| 97 | Unconfined compression test |
| 98 | Consolidation test |
| 99 | Standard Proctor test |
| 100 | Free swell index |
| 101 | Triaxial test (Drained) |
| 102 | Permeability test |
| 103 | Vane shear test |
| 104 | Chemical analysis of soil |
| 105 | Chemical Analysis of water |
| 106 | Conducting Static Cone Penetration Tests |
| 107 | Conducting Plate Load Tests asper IS1888 |
| 108 | Laboratory CBR Tests |
| 109 | Conducting Cross Hole Test up to 35 m Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysAug 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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