Indian Oil Corporation Limited-IOCL has published Tender For Geotechnical Investigation And Topographical Survey Works For Proposed Berhampur Cuf Project At Berhampur Under Odisha State Office.. Submission Date for this Tender is 14-11-2022. Geotechnical Investigation Tenders in chamakhandi Odisha. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees & saplings of girth upto 30cm measured at a height of 1m above ground level and removal of rubbish outside the site and to an unobjectionable place. |
| 2 | Mobilisation of necessary equipment, men and materials to the project site for carring out the geotechnical investigation and demobilization of thesame after complection of all the field works etc all the field work etc all complete as per specification |
| 3 | Deployment & Erection of boring craft & rig in each borehole location as per specification, ssc, scope of work and direction of engineer in charge |
| 4 | Conducting boring at site in soil , deapth from GL/bed level as per specification ssc, scop of work and direction of in-charge |
| 5 | In Ordinary Soil |
| 6 | Upto 10 M depth |
| 7 | Upto 11m to 20m depth |
| 8 | From 21m to 30m depth |
| 9 | In Soft rock |
| 10 | In hard rock |
| 11 | Standard Penetration Test at different depth as per specification, ssc scopeof work and direction of engineer in charge |
| 12 | Collection of Undisturbed sample at different depth as per specification, ssc, scope of work and direction of engineer in charge |
| 13 | Collection of disturbed sample at different depth as per specification, ssc,scope of work and direction of engineer in charge |
| 14 | COLLection of ground water sample & its chemical analysis as per specification , ssc scope of work and and direction of engineer in-charge |
| 15 | Static Cone Penetration Test (SCPT) upto a depth of 30m as per specification, scope of workand directions of engineer-in- charge |
| 16 | Conducting plate load test in various location at specified depth for determination of ultimate bearing capacity of soil modulus of sub grade reaction & modulus of elasticity as perspecifications, scope of work and direction of engineer in-charge |
| 17 | Excavating trial pit (tp) of required size for conduction cbr test earth work in excavation by mechanical means (hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth within and outside site to unobjectionable place disposed earth to be levelled and neatly dressed. Lift upto 1.5m. |
| 18 | Collection of sample and carring out california bearing ratio-soaked condition (cbr) as per specification, scope of work and direction of engineer- in-charge |
| 19 | Collection of sample and carring out california bearing ratio-unsoaked |
| 20 | LABORATORY TEST |
| 21 | Particle Size Distraibution |
| 22 | Sieve Analysis |
| 23 | Hydrometer Analysis |
| 24 | Atterberg Limits |
| 25 | Natural Moisture Content |
| 26 | Bulk Density Of Soil |
| 27 | Dry Density Of Soil |
| 28 | Specific Gravity |
| 29 | Direct Shear Test |
| 30 | Triaxial Shear Test (UD) |
| 31 | Permeablity Test |
| 32 | Unconfined Compression Test |
| 33 | Swelling Pressure Test |
| 34 | Free Swell Index Test |
| 35 | Shrinkage Limit Test |
| 36 | Uniaxial Compressive Strength Of Rock |
| 37 | Specific Gravity Test Of Rock Sample |
| 38 | TOPOGRAPHICAL SURVEY WORKS |
| 39 | Carrying out topographical and contour survey including developing the contour map with level at 5m c/c and contours at 0.25m interval including staking and marking of plot boundary and development of drawing as per specification and direction of engineer-in-charge. job also includes survey of 50m wide stretch of land all along the boundary of the plot being surveyed |
| 40 | Coordinate with IOCL/surveyors for fixing the boundaries /plot details |
| 41 | Boundary , Topographical and contour survey |
| 42 | Access Road survey adjacent to the site |
| 43 | Superimposing the supplied fmbs on the surveyed darwing |
| 44 | Banchmark Transfer from nearest reference point/ Railway station |
| 45 | Boundarystone Erection charges with painting |
| 46 | Construction of permanent Benchmark pillars |
| 47 | Quantity survey (volume calculation) |
| 48 | Preparation and submission of detailed repot on topographocal survey and soil investigation including geotechinical recommendations for foudations to all the proposed structures. |
| 49 | Proctor Density Tests (MDD & OMC) |
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