Public Works Department Tender
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The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for Investigation Work- Pmg Pottakkuzhy Road-vattiyoorkkav Constituency in Thiruvananthapuram, Kerala, with an estimated contract value of Rs. 2,87,420. The bid opening date for this tender is 29-05-2025 and the last date for bid submission is 07-06-2025. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Public Works Department - PWD Tender
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date29 May 2025
Closing Date7 Jun 2025
Tender Amount₹ 2,87,420
Costs
EMD
₹ 7,185Document Cost
₹ 635Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWD_766842_1Tender No
PWD/RB/TR/5713/2025_3_1_1/1Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://keralapwd.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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OD305288/2024-2025:Collection of soil samples from subgrade for soil classification tests, Standard Proctor test and CBR test - Collection of sub-grade soil samples at one location as suggested by the engineer - in - charge - carefully by excavating pit of area 1mX0.6m from subgrade of formation area (30cm below original shoulder level) as directed by the engineer in charge for laboratory test and refilling back and compacting the excavated pit to lines and levels with excavated materials as directed by the departmental officers at site.
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OD305289/2024-2025:Conducting Soil Classification tests, Standard Proctor test and CBR test as per the Indian Standard code specifications - Conducting the test as per IS code guidelines and preparing result of one soil sample
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OD305290/2024-2025:Cutting open pit at the tar edge to get the details of the layers (thickness and type) of pavement composition - at one location as suggested by the engineer - in - charge - carefully - by excavating pit of area 1mX0.6m through overlying bituminous and granular layer ( including BC, DBM/BM, WMM & GSB)at tar edge and refilling back and compacting the excavated pit to lines and levels with excavated materials as directed by the departmental officers at site and reporting the pavement composition with photographs and measurements specifying the type of layer.
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Total Station Survey & Documentation
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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.
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56.11.b:Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab test (report in triplicate) - Hand boring for 5 bore holes.
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Subsoil Investigation-Machine Boring
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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
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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.
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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.
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