Tender For General-Topographic Survey And Subsoil Investigation Works For The Construction Of The Dodda Bairakuppe (Db Kuppe) Bridge Across The Kabini River, Connecting The Kerala-Karnataka State Borders-Detailed Investigation Work-Investigation Work
Tender Value
17.82 Lakhs
Estimated cost
Bid Submission
14 Aug 2026
0 days left
EMD
44558
Bank guarantee accepted
Document Fee
2760
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Wayanad → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for General-Topographic Survey And Subsoil Investigation Works For The Construction Of The Dodda Bairakuppe (Db Kuppe) Bridge Across The Kabini River, Connecting The Kerala-Karnataka State Borders-Detailed Investigation Work-Investigation Work
BOQ
| Sl. No. | Item Description |
| 1 | Appendix 1 - Topographic Surveying |
| 2 | OD85293/2026-2027:Total station surveying with soundings in water body for obtaining reduced levels of bed profile for preparing longitudinal and cross sections of river/stream , locating and dimensioning of underwater structures or rock masses etc. if any, using sounding roads or poles, sounding chains along lead lines as instructed by Department officers with all necessary safety measures extending areas as instructed by the Drepartment officers for both upstream and downstream sides of bridge proper and processing, preparation of drawings in CAD format with various details in different layers and submission of finished drawings with x,y,z cordinates, break lines and spot levels, topographic survey data for creation of DTM of the surveyed corridor compactable with road design softwares like MXROAD, AUTOCADCIVIL, submission of detailed survey data in MSEXCEL,dxf,sdr format etc complete,and all other relevant data in hard copy (5sets) and soft copy and as directed by the engineers in charge |
| 3 | OD85383/2026-2027:Detailed topographic survey using Total station/mobile Lidar and preparation of site plan with contour intervals of 5mx5m of minimum of 15m on either side of the center line and taking cross section details at 25m intervals on strait roads and 10m interval on curves ( survey includes details of all features as mentioned in the scope of the in plain terrain work within thelimit of survey). The survey shall be include Chainage-wise details of villages and establishing DGPS Control points at starting and ending of the project in pairs and at 4Km intervals (in pairs) in plain and rolling terrains 2.5Km intervals ( in pairs) in hilly terrains. It shall also include establishing inter visible traverse control points not morethan 250m apart with accuracy at least 1:10000 and desirable 1:20000 in distance measurement. Elevations on each of the control points connected to MSL of GTS Bench marks. Using precision levelling. Separate bench marks need not be established. Including Taking sufficient Color copy prints (5nos) |
| 4 | OD85291/2026-2027:Providing and fixing RCC pillars for DGPS controll points of size 0.30x0.30m,0.5m long 0.1m above ground level and 0.4m below GL casted in M20 grade concrete reinforced with 4 nos of 8mm dia longitudinal bars and 6mm dia stirrups @ 0.15 c/c, firmly fixed in position by means of PCC of 0.1m wide 0.4m deep around the pillers in M15 grade concrete below GL including painting two coats of exposed surface with synthetic enamal paint. |
| 5 | OD85290/2026-2027:Providing and fixing RCC pillars at every 250m intervals along the road ,of size 0.15mx0.15m ,0.45m long, 0.15m above GL and 0.3m below GL casted in M20 grade concrete reinforced with 4nos of 8mm dia longitudinal bars and 6mm dia stirrups @ 0.15m C/c firmly fixed in position by means of PCC of 0.075m wide and 0.3m deep around the pillars M15 grade concrete below GLincluding two coats on exposed surface with sythetic enamel paint. |
| 6 | Appendix 2 - Soil Investigation |
| 7 | 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 |
| 8 | 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. |
| 9 | 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. |
| 10 | 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) |
| 11 | 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. |
| 12 | 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. |
| 13 | 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. |
| 14 | 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. |
| 15 | 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. |
| 16 | 56.3.c.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 30m including conducting necessary S.P.T and recovery of undisturbed soil samples at 5m intervals - For ordinary soil. |
| 17 | 56.3.c.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 30m including conducting necessary S.P.T and recovery of undisturbed soil samples at 5m intervals - For under water. |
| 18 | 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 |
| 19 | 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 |
| 20 | 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. |
| 21 | 56.7:Conducting standard penetration test in bore hole at any depth. |
| 22 | 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. |
| 23 | OD86155/2026-2027:Collection and prepring in usable form of Hydaulic Data of river/stream/paddy field such as High/Maximum Flood Level(HFL/MFL),Anual/OrdinaryFlood Level(OFL),Normal/Current Water Level(NWL),Low Water Level(LWL),HIgh Tide Level(HTL),Low Tide Level (LTL),etc. with respect to bench mark of Topographic survey ,from reliables sources such as irrigation Department,Central Water Commision or such government agencies or Local people(in the absence of such agencies) based on the proceedures of IRC 5 for cross section at bridge proper and upto upstream and down stream sides as directed by department officers. |
| 24 | 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. |
| 25 | 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. |
| 26 | Appendix 3 - CBR and Inventary survey |
| 27 | OD85433/2026-2027:Data for inventory survey for up to 12m wide road survey work for collecting the detais of road inventories and recording in prescribed format attached based on the chainage marking including marking chainage at 50m intervals and taking details such as existing carriage way width,shoulders width , type of shoulder, width and location of approach road, details of existing drains ,culverts and bridges as given in the prescribed format .attached pavement conditions(details of potholes,ravailing,fog seal,slurry seal edge damage etc ) road safety measures (detail of road sign,crash barrier,guard stone,delineator post hazzard markers ete) and all other existing retaining structures on road ,including documentation charges asper the direction of the officers at site. |
| 28 | OD86245/2026-2027:Study of Pavement composition by cutting open pit at tar edge to get the details of layers (thickness and type) of pavement composition-at one location as suggested by the engineer in charge,carefully by excavating pit area 1.00x0.60m through over laying bituminious and granular layer including BC,BM,WMM and GSB at tar edge and refilling and compacting the excavated pit to lines andlevels with excavated materials as directed by the departmental officers at site and reporting the pavement composition with photographs and measurements specifying the type of layers. |
| 29 | OD85435/2026-2027:CBR-collection of sub-grade soil sample at 500m intervals carefully by excavating pit of area 1.0 * 0.6 m through overlaying bituminous and granular layer or from sub-grade of formation area as directed by the engineers in charge for laboratory tests and filling back and compacting the excavated pit to lines and levels with excavated materials as directed by the departmental officers at site |
| 30 | OD85434/2026-2027:Conducting Soil Classification test, Standard Proctor Test and CBR test as per the IS Code guidelines and making report of one soil sample Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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