GENERAL Detailed Investigation and Preparation of DPR for Expansion and Extension of Road from Moidu Bridge to Muzhappilangad Beach Investigation Work

Amount

Investigation for Road, Parking and Bridges

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.

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).

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

56.1.a:Mobilization including transportation of all necessary plant and equipment's and materials of boring, field testing and sampling and demobilization after completing the work - For machine boring

56.9.1:Erecting platform over 2 nos of 2nd Class Boat using Mango wood planks of not less than 30 mm thick, Mango wood joists of 100 mm x 70 mm at 60 cm intervals including labour and hire of all materials and dismantling the platform after completion of work etc complete. excluding hire of boats (A Platform of minimum size 6.00 m x 5.00 m will be required)

56.10:Hire charges for providing 2 nos of 2nd Class boat with boatman for erecting the platform over which the boring plant is to be erected, and 1 no of 2nd Class boat with 1 boatman for conveying the departmental staff and labour engaged from the banks to platform and back etc.

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.

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 undisturbed soil samples at 5m intervals - For ordinary soil.

56.3.a.2: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 undisturbed soil samples at 5m intervals - For under water.

56.3.b.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 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.

56.3.b.2: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 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.

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

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

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.

56.7: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.

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.

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.

56.11.c:Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab test (report in triplicate) - Machine boring - Extra for additional set for bore holes exceeding 5 nos.

56.14.b:Cross sectional details - Thodu.

56.15.b:Hydraulic Velocity Calculation - Thodu.

OD124638/2025-2026: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 hire charges 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.

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.

Additional Provisions for Investigation of Road work and parking including land acquisition and valuation

OD113810/2025-2026: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 & 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.

OD113813/2025-2026: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 stabilization using geotextiles etc., Quantity calculations.

OD113814/2025-2026: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

OD113812/2025-2026:Engaging Suveyor (Technical) 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

OD113811/2025-2026:Engaging Technician for valuation of structures falling in the land to be acquired ,including all cost etc. complete as per the direction of deptl. officer.

8.16:Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC:25-19767, fixed in position including finishing and lettering but excluding painting .

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

VELCITI CONSUTING ENGINEERS PVT LTD (BID ID -2450074)

Bidder Name

VELCITI CONSUTING ENGINEERS PVT LTD

Gentex Solutions Pvt Ltd