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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 LAccepted-AOC | L1 | Accepted-AOC IST LOWEST | |
| 2 | L2₹1.6 L+₹10,020 (6.68%)Rejected-AOC SANTHOSH BHAVAN PADAMUGAL KOCHI PIN 682030 | KOCHI | ERNAKULAM | KERALA | 682030 | L2 | Rejected-AOC 2ND LOWEST |
Tender Value
₹1.7 L
EMD Value
₹4,268
Closing Date
19 Jul 2024, 5:00 pmClosed
Assistant Executive Engineer
O/o, Assistant Executive Engineer, Roads Sub Division Thiruvananthapuram
Investigation work Improvements to RCC Medical College KIMS Road Thiruvananthapuram
2024_PWD_677692_2
PWD/RB/TR/8122/2024_3_1_1/1
Open Tender
Civil Works - Roads
Item Rate
30 days
Thiruvananthapuram
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
Yes
₹4,268
Yes
30 Aug 2024
11 Jul 2024
23 Jul 2024
11 Jul 2024
19 Jul 2024
11 Jul 2024
Amount
Traffic survey
Testing of Subgrade soil and Pavement Composition
OD30665/2024-2025: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.
OD30666/2024-2025: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
OD30667/2024-2025: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.
AA AND S CONSTRUCTIONS
Bidder Name
AA AND S CONSTRUCTIONS
Lamanto T. Somervell
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1058074.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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