Tender For General-Kannappankundu-Investigation For The Reconstruction Of Kannappankundu Bridge At Thiruvambady La Constituency In Kozhikode District.-Investigation Work - 56.12.A:Total Station Surveying And Preparation Of Site Plan - Plain And Open Area , Kozhikode-Kerala

Tender For General-Kannappankundu-Investigation For The Reconstruction Of Kannappankundu Bridge At Thiruvambady La Constituency In Kozhikode District.-Investigation Work - 56.12.a:Total station surveying and preparation of site plan - Plain and open area without hindrance to line of sight with 1 m contour intervals , with 5m x 5m interval. 3 56.13:Providing access to the site clearing site and making good for surveying in order to provide clear line of site devoid of any hindrance due to vegetation etc. and clearing areas for station points (This item is applicable only for sites without access such as in case of new road formation, bridge and building sites at in accessible locations). 4 56.1.a:Mobilization including transportation of all necessary plant and equipments and materials of boring, field testing and sampling and demobilization after completing the work - For machine boring 5 56.2.a:Setting up boring at each bore hole locations including carrying all necessary plant, equipment and materials of boring and field tests and collection of samples at each bore hole location - For machine boring. 6 56.3.a.1:Boring with rotary power drilling equipments in - all types of soil having N value less than 50 excluding hard rock, soft rock or medium rock for strata upto 10m including conducting necessary S.P.T and recovery of undisturbed soil samples at 5m intervals - For ordinary soil. 7 56.3.a.2:Boring with rotary power drilling equipments in - all types of soil having N value less than 50 excluding hard rock, soft rock or medium rock for strata upto 10m including conducting necessary S.P.T and recovery of undisturbed soil samples at 5m intervals - For under water. 8 56.3.b.1:Boring with rotary power drilling equipments in - all types of soil having N value less than 50 excluding hard rock, soft rock or medium rock for strata next 10m and upto a depth of 20m including conducting necessary S.P.T and recovery of undisturbed soil samples at 5m intervals - For ordinary soil. 9 56.3.b.2:Boring with rotary power drilling equipments in - all types of soil having N value less than 50 excluding hard rock, soft rock or medium rock for strata next 10m and upto a depth of 20m including conducting necessary S.P.T and recovery of undisturbed soil samples at 5m intervals - For under water. 10 56.5.a:Boring through all classes of rock excluding hard rocks having N value greater than 50 using tungsten carbide drilling bit - In land 11 56.5.b:Boring through all classes of rock excluding hard rocks having N value greater than 50 using tungsten carbide drilling bit - In Water 12 56.4:Boring through all type of hard rock or similar refusal strata of N value greater than 50 using diamond core drilling bit for in land under water and banks of river. 13 56.8:Recovering disturbed samples and preserving the same in air tight sample containers including waxing labelling packing storing including cost of containers as per IS Code. 14 56.11.a:Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab test (report in triplicate) - Machine boring for 5 bore holes. 15 56.14.b:Cross sectional details - Thodu. 16 56.15.b:Hydraulic Velocity Calculation - Thodu. 17 56.16:Preparation of Detailed Project Report of the bridge works containing alignment plan, key plan, contour plan , index map, longitudinal and cross section of road and River/Thodu cross section of bridge hydraulic and velocity calculations including neat filing and supplying five set DPR etc. as per the directions of the departmental officers.

INR 650 /-

INR 7369.0 /-

INR 2.94 Lakhs /-

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