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| 1 | Soil Investigation |
| 2 | Topographical survey:Mobilization & demobilization of survey equipment’s with its accessories, staff etc from office to the site.a) Carrying out Topographical Survey of the area with DGPS, Total station for capturing all existing/ground Topographical features of the area like existing trees, buildings, boundary wall, temples, well, canal, pipeline, roads, nallahs, etc. including preparation of Topographical (Map) on a suitable scale taking all physical features with contours at 1.0 mt. or suitable interval and spot heights at 10 m x 10 m intervals complete. Providing all data in X, Y, Z, format for use in a sophisticated Digital Terrain Model (DTM) including Soil Investigation. |
| 3 | Fixing of Benchmark pillar |
| 4 | Fixing of Boundary pillar |
| 5 | Preparation of Reports & Drawing |
| 6 | Carrying out Hydro Graphic Survey /Bathymetric Survey |
| 7 | Mobilization of Tools and Equipment from Laboratory to Site for conducting Hydro Graphic Survey/Bathymetric survey work. |
| 8 | Bathymetry Survey:-The Bathymetric Survey shall give full and continuous, 100% coverage, high resolution data. All soundings and subsequent contours shall be reduced to local chart datum by observed tide. Sound velocity, Heave, pitch and roll corrections shall be measured and applied. The survey will be done using multi-bean echo sounder for the area of 600x1000 m (0.6 sqkm) with an overlap of 30%.The swath width approx 3 times the depth. Ship speed 3-4 knots. If depth=10m, Swath=30, Line spacing=25m, Total Line Km=24 kmSVP to be collected during Survey time (max 2 per day) |
| 9 | Sub bottom Profiler: -To establish the geometry, structure and configuration of the geological strata, sub bottom profiling survey by a suitable Pinger / Chirper/Boomer/ Sparker sub-bottom profiler shall be performed with a system suitable to giving minimum penetration of 10m or bedrock, whichever is shallower. The resolution shall be of the order of 15 cm at the surface. Considering the longer shallow water section and sandy bottom is expected, interface equipment with profiler to improve data quality shall be implemented. 10m Line spacing, 60 lines, Line Km=24Siltation studies at the site i.e, range area, jetty area and required areas |
| 10 | Side Scan Sonar: -Sea bed imaging shall be carried out with dual frequency side scan sonar with frequency range of 100kHz and 500 kHz or 400kHz and 900kHz for sea floor mapping/ sea bed morphology and seabed characteristics. To conduct Side scan survey using DGPS system and side scan sonar equipment.To be done for the area of 600 x 1000 m (0.6 sqkm) with an overlap of 30%. The swath width approx 3 times the depth. Ship speed 3-4 knots.If depth=10m,Swath=30, Line spacing=25m, Total Line Km=24 line km |
| 11 | Oceanography Survey: Measuring water flow/ current velocity at designated depths from the water surface.Currents speed and direction data should be collected using Acoustic Doppler Current Profiler (ADCP) for period of 30days. The location of ADCP should be such that minimum water depth of 10m is available at that point and the point should lie on the centre-line of the survey corridor. Tidal stream rate and direction measurements should be made with an uncertainty of less than ± 0.1 knot and ± 50(with respect to true north) respectively, both at 95% confidence. The positional uncertainty of moored current metres and ADCP measurements should be less than ± 20m and ± 2m respectively. The upward looking ADCP to be moored 1-2m above the see bottom 1200/600 kHz Frequency to be used. Both Current (averaged for 10 min) and wave data (burst~1 Hz) to be collected. The Current velocity (at Surface level, half of the depth & above sea bed) are to be observed. Their positions & value are to be plotted on the chart and details are to be mentioned in the report. |
| 12 | a) Meteorological Data i) Climate ii) Temperature iii) Relative humidityiv) Rainfallv) Wind vi) Cyclone vii) Visibility |
| 13 | b) Oceanographic Data i) Tidesii) Waves iii) Currentsiv) Littoral driftv) Sea Bed Detailsvi) Sea Bed Samples vii) Water Samples |
| 14 | Geo-Technical Investigation for On-shore facilities (3 Bore Holes).Mobilization & demobilization of Sub-Soil Investigation equipment’s with its accessories, staff etc. from office to the site. Making of 150/100mm dia borehole in any strata, collection of soil samples such as SPT, UDS & DS at different depth of 1.5mt intervals or change in strata & in case of rock strata NX Size BH In Laterite/Soft rock/Rock strata, transportation of samples to laboratory from site & carrying out laboratory test in soil samples such as sieve analysis, Atternberg\"s limit, specific gravity, swelling index test, field moisture content, bulk density, shear test. Consolidation test, in case of rock core sample UCS Test, Water absorption, specific gravity including calculation of safe bearing capacity and other parameters along with recommendation for type of foundation etc. and submission of report as per IS: 1892-1979.3Nos X 25m = 75.0m |
| 15 | a) Gravel soils |
| 16 | b) Soft disintegrated rock |
| 17 | c) Hard Rock |
| 18 | Geotechnical Investigation for Off shore facilitiesi) Mobilization & demobilization of Sub-Soil investigation equipment’s with its accessories, staff etc. from office to the site.ii) Fabrication of floating platform for carrying out drilling in water over lakes and rivers.iii) Making of 150/100mm dia borehole in any strata, collection of soil samples such as SPT, UDS & DS at different depth of 1.5mt intervals or change in strata & in case of rock strata NX Size BH In Laterite/Soft rock/Rock strata, transportation of samples to laboratory from site & carrying out laboratory test in soil samples such as sieve analysis, Atternberg\"s limit, specific gravity, swelling index test, field moisture content, bulk density, shear test, Consolidation test, in case of rock core sample UCS Test, Water absorption, specific gravity including calculation of safe bearing capacity and other parameters along with recommendation for type of foundation etc. and submission of report as per IS:1892-1979 & conducting grab sampling test for ascertaining the strength of see bed at proposed location for installation of sensors.10Nos X 30m = 300.0m |
| 19 | a) Upto 10m standing water from Bed level |
| 20 | b) 10m to 20m standing water from Bed level |
| 21 | c) Floating platform charge |
| 22 | Preparation of Master plan of on shore & off shore with details drawings |
| 23 | A) On shore facility:i)Integration and test hanger 1 with 20T overhead crane facility (probably 30mx20mx 10m)ii)Integration and test hanger 2 with 20T overhead cranefacility (probably 30m x 20m x 10m)iii) Administrative cum Management/ Technical complex 40m x 20m x 7.2m area(G+1 with provision of further extension) include a dispensary roomiv) Assembly Facility 1, v) Assembly Facility 2, vi) Workshop Facility vii) Instrumentation cum Control Facility1 viii) Instrumentation cum Control Facility ix) Data Processing Centre 1x) Data Processing Centre 2 xi) Storage Hanger Facility 1 xii) Storage Hanger Facility 2xiii) Motor Transport Complex & Motor vehicle parking shed xiv) Power/ Generation room xv) Security complex xvi) Fire station complexxvii) Canteen Facilityxviii) Service Building /OOD/DSC xix)Transit facility, xx) And four other Buildingsxxi) Internal Road, xxii) Land Scapexxiii) Area Drainagexxiv) Compound Wall / Security Wall, |
| 24 | B) Off shore facility:I) Jettyi) Marine Layout of Port ii) Mathematical Model Studies on Marine Layouta) Wave Penetration Studiesi) Descriptionii) Penetration of Extreme Wavesb) Sedimentation Studiesi) Sedimentation in Channel and HarbourBasinii) Littoral Drift Studiesiii) General Evolution of Shoreline with Breakwaters iv) Dispersion of Sediments in Dumping Areasiii) Discussions on the Outcome of Model Studiesa) Wave Tranquillityb)Sediment Transportiv) Berthing Facilitiesa)Location and Orientationb) Deck Elevationc) Design Criteriai) Design Ships ii) Geotechnical Criteria for Design of Berth Piles |
| 25 | v) Navigational Aspectsa) Channel Widthb) Dredged Depths at Portvi) Scheme for Littoral Drift ManagementII Breakwateri) Basic Data for Breakwaters Designa) Tidal levelsb) Extreme Wave Conditionsc) Other Design Assumptionsii) Design Wave Heightiii) Crest Width and Elevationiv) Armour Unitsv) Breakwater Cross Sectionsvi) Geotechnical Assessment of Breakwatersvii) Rock Quarrying and TransportationIII) Shore protectionIV) Dredging and disposali) Dredging Areasii) Characteristics of Dredged Materialiii) Dredging methodologyiv) Maintenance Dredging |
| 26 | Preparation of Master plan of Roads: |
| 27 | i) Approach roadii) Junction detailsIii) Road furniture |
| 28 | Preparation of GAD, Estimate, Rate analysis, BOQ, Specification & EPC Bid documents for off shore & on shore facility |
