KIIFB Budget Speech 2017-18. Additional investigation of Pulluvazhy Paniyelipporu Road. First stretch from Km 0/000 to 6/400

Amount

Investigation Estimate

56.1.a : Mobilization including transportation of all necessary plan and equipment's and materials of boring field testing and sampling and demobilization after completing the work<br>For machine boringMobilization including transportation of all necessary plan and equipment's and materials of boring field testing and sampling and demobilization after completing the workFor machine boring

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.<br>For machine boring.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.

56.3.a.1 : Boring with rotary power drilling equipment's 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 un disturbed soil samples at 5m.intervals.<br>For ordinary soil.Boring with rotary power drilling equipment's inall 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 un disturbed soil samples at 5m.intervals.For ordinary soil.

56.3.a.2 : Boring with rotary power drilling equipment 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 un disturbed soil samples at 5m.intervals.<br>For under water.Boring with rotary power drilling equipment inall 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 un disturbed soil samples at 5m.intervals.For under water.

56.5.a : Boring through all classes of rock excluding hard rocks having ' N' value greater than 50 using tungsten carbide drilling bit.<br>In land.Boring through all classes of rock excluding hard rocks having ' N' value greater than 50 using tungsten carbide drilling bit.In land.

56.7 : Conducting standard penetration test in bore hole at any depth.Conducting standard penetration test in bore hole at any depth.

56.6 : Recovering undisturbed soil samples using thin tube sampler of 75mm.to 100mm length internal dia 500mm length conforming to relevant IS Code at any required depth including clearing the bore hole etc complete.Recovering undisturbed soil samples using thin tube sampler of 75mm.to 100mm length internal dia 500mm length conforming to relevant IS Code at any required depth including clearing the bore hole etc complete.

56.11.a : Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab test (report in triplicate)<br>Machine boring for 5 bore holes.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.

56.11.c : Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab tests (report in triplicate)<br>Additional set for machine boring(extra for bore holes exceeding 5 nos)Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab tests (report in triplicate)Additional set for machine boring(extra for bore holes exceeding 5 nos)

56.12.b : Total station surveying and preparation of site plan for plain built up area with hindrance to line of sight due to buildings/structures.Total station surveying and preparation of site plan for plain built up area with hindrance to line of sight due to buildings/structures.

56.12.a : Total station surveying and preparation of site plan for Plain and open area without hindrance to line of sight with 1 m contour intervals , with 5m x 5m interval.Total station surveying and preparation of site plan for Plain and open area without hindrance to line of sight with 1 m contour intervals , with 5m x 5m interval.

56.14.b : Cross section details:- Thodu.Cross section details:- Thodu.

56.15.b : Hydraulic Velocity Calculation:- ThoduHydraulic Velocity Calculation:- Thodu

od9794/2020_2021 : Conducting sub soil investigation test at suitable intervals including taking samples grain size analysis, temperature measurement, atterberg limits, soaked CBR etc and submitting completed reports etc

od10258/2020_2021 : Demarcating alignment at site for fixing boundary stones at a minimum interval of 15m or more using total station as per directions of dept. officers

od15351/2019_2020 : Preparing alignment for the proposed road and drawing out a suitable alignment&lt;br&gt;meeting all requirements of Indian Road Congress(IRC). Also satisfying the Engineering aesthetic and&lt;br&gt;economic requirement designing of horizontal curves (wherever feasible) including spiral transitions and&lt;br&gt;vertical curves after finalizing the alignment and also preparing the LS and CS at an interval of 50m C/C.

od15352/2019_2020 : Preparation of Detailed Project Report (DPR) of the road works containing soil investigation report, alignment plan, key plan, contour plan, index map, longitudinal and cross section of road and river/thodu cross section of hydraulic and velocity calculations including neat filing and supplying 7 set DPR etc as per the direction of departmental officer.

Essense consultants

AA AND S CONSTRUCTIONS

G S Infrastructure

Bidder Name

Esteem Developers (P) Limited

Essense consultants

G S Infrastructure

AA AND S CONSTRUCTIONS