KIIFB 2017-18 Detailed Investigation Works for Construction of a NewRoad From Thazhe Chovva-Railway Gate-Chovva Spinning Mill Road ch.0/000 to 0/800

Amount

Investigation for Road/Bridge work including land acquisition and valuation

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)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)

56.17.1 : Providing access to the site,clearing site and making good to erecting and conducting soil testing transfers within the site and for any other temporary arrangements to be erected within the area in connection with conducting soil testing.Providing access to the site,clearing site and making good to erecting and conducting soil testing transfers within the site and for any other temporary arrangements to be erected within the area in connection with conducting soil testing.

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.b.1 : 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 for next 10m upto a depth of 20m including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals.<br>For ordinary soilBoring 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 for next 10m upto a depth of 20m including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals.For ordinary soil

56.3.c.1 : 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 for next 20m upto 30m depth including conducting necessary S.P.T and recovery of undisturbed soil samples at 5m.intervals.<br>For ordinary soil.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 for next 20m upto 30m depth including conducting necessary S.P.T and recovery of undisturbed soil samples at 5m.intervals.For ordinary soil.

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 and banks of river.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 and banks of river.

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.

56.6 : 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.

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

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.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.

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.

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

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

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.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.

od38237/2019_2020 : Total station surveying in plain builtup area with hindrance to line of sight due to buildings or structures with 1m contour intervel in 5x5m intervel and preparation of site plan, longitudinal section, cross sections etc including fixing of horizntal and vertical alignment of the proposed bridge showing coordinates of reference points of proposed bridge and approach road to it at 10m interval for etting out with fixing of concrete pillars and furnishing the drawing in six copies as per the direction of the Engineer in charge. The DPR shall include also include maps, charts and diagrams showing locations and details of existing features and the essential features of improvement and upgrading.

od38238/2019_2020 : Preparing alignment for the proposed road and drawing out a suitable alignment meeting all requirements of Indian Road Congress(IRC) and giving the plinth area of each building with the type of the building like residential or commercial . Also satisfying the Engineering aesthetic and economic requirement designing of horizontal curves (wherever feasible) including spiral transitions and vertical curves after finalizing the alignment and also preparing the LS and CS at an interval of 10m C/C.proposed formation level ,detailed drawings of all the proposed structures like retaining wall ,culverts etc.and all provisions of traffic safety measures, quantity calculations, detailed estimate, designs and preparing DPR (8 copies)with all details annexures etc. all complete as per the direction of dptl. officer at site. The DPR shall include project background, social analysis of the project, functional design, Engineering design, details of surveys and investigations carried out, analysis and interpretation of survey and investigation data, environmental aspects, economic, financial and commercial analyses and conclusions. The report shall include Executive Summary giving brief accounts of the findings of the study and recommendations. The strip plan, plan &amp; profile drawings, cross sections of right of way and details of structures including drainage facilities and pitching on side slope with stabilisation methods as well as any cost workings. Cost-Benefit Analysis, value engineering options to be discussed. WBS and Timeline chart, Risk assessment and Mitigation Measures shall be part of the report. The Environmental Impact Assessment (EIA) Report for contract package shall be submitted as a part of the main report. Utility Shifting and felling of trees quantities, land acquisition strip plan shall be part of the investigation. The basic data obtained from the field studies and investigations and input data used for the preliminary design shall be submitted in a separate volume as an Appendix to Main Report.

od38239/2019_2020 : Conducting soil test, at suitable intervals, including taking samples, testing CBR Value, submittin the reports etc all complete - For CBR Value 5 tests per day The DPR shall include Sub-soil Exploration, Material Investigation, soil sample analysis with all parameters including test results for subgrade soils, Geotechnical Report with soil stabilisation using geotextiles etc., Quantity calculations,

od38241/2019_2020 : Conducting traffic survey at different station suggested by the department including traffic count,(7days ,24hour continously) consolidating the survey,consolidating the result, computing design parameters like PCU,MSA etc.for including hirecharges of shed ,furniture,labour charges,cost of stationeries etc. complete and compiling the data and submitting the same in hard and soft copy etc. complete. The DP shall include all the traffic studies and demand forecasts designs, axle load surveys, Turning movement survey, any other as per the requirements of the alignment. all complete.

od38242/2019_2020 : Engaging labour for assisting preparation of area details based on revenue records of land to be acquired including all cost labour charges etc. complete as per the direction of deptl. officer at site

od38243/2019_2020 : Engaging labour for valuation of structures falling in the land to be acquired including all cost labour charges etc. complete as per the direction of deptl. officer

od38244/2019_2020 : Engaging labour for valuation of structures falling in the land to be acquired ,including all cost etc. complete as per the direction of deptl. officer.

12.8.1.C.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer

12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical SpecificationsSupply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

od38245/2019_2020 : Transporting to the site and laying Boundary stones to the required area including earthwork&amp; concreting and preparing detailed location , number and other sufficient details and recording the details etc. complete

8.3.2 : Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade <br> English and Roman <br> Hyphens and the like not to be measured and paid forPrinting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade English and Roman Hyphens and the like not to be measured and paid for

8.8 : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfacesPainting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

od38246/2019_2020 : 1. Printing charges of entire Detailed Report and DPR and binding DPR. 2. Preparation of 3D drawing of proposed Bridge and approach road in a suitable software using contour and levels matching the site conditions and providing copies of colour photos in A3 size.

VYSHAK P

Bidder Name

THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY

VYSHAK P