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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 LAccepted-AOC SANTHOSH BHAVAN NEAR GOVT UPS PADAMUGAL KAKKANAD KOCHI | KOCHI | ERNAKULAM | KERALA | L1 | Accepted-AOC agreement executed | |
| 2 | L2₹2.7 L+₹12,280 (4.69%)Rejected-Finance | L2 | Rejected-Finance second lowest |
Tender Value
₹2.9 L
EMD Value
₹7,185
Closing Date
10 Jun 2025, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Executive Engineer
Assistant Executive Engineer PWD Roads sub division,TVM
Investigation work
2025_PWD_766842_1
PWD/RB/TR/5713/2025_3_1_1/1
Open Tender
Civil Works - Roads
Item Rate
60 days
Thiruvananthapuram
Please refer Tender documents.
9 documents required · 9 mandatory
₹635
Yes
₹7,185
Yes
4 Aug 2025
29 May 2025
12 Jun 2025
29 May 2025
10 Jun 2025
29 May 2025
Amount
Traffic survey
Testing of Subgrade soil and Pavement Composition
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.
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
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.
Total Station Survey & Documentation
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.
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.
Subsoil Investigation-Machine Boring
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
56.2.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.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.
Lamanto T. Somervell (BID ID -2223020)
Bidder Name
AA AND S CONSTRUCTIONS
Lamanto T. Somervell
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1250094.pdf
boq_comp_chart.xlsx
xlsx
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