Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAccepted-AOC | ₹3.8 L Quoted ₹3.9 L | L1 | Accepted-AOC First Lowest |
| 2 | L2₹3.9 L+₹2,475 (0.63%)Rejected-AOC NULL | ₹3.9 L+₹2,475 (0.63%) | L2 | Rejected-AOC Second Lowest |
| 3 | L3₹4.2 L+₹25,880 (6.62%)Rejected-Finance SANTHOSH BHAVAN PADAMUGAL KOCHI PIN 682030 | KOCHI | ERNAKULAM | KERALA | 682030 | ₹4.2 L+₹25,880 (6.62%) | L3 | Rejected-Finance Third Lowest |
| Sl No | Description | Qty | Unit | G S Infrastructure L2 | Lamanto T. Somervell L1 | AA AND S CONSTRUCTIONS L3 |
|---|---|---|---|---|---|---|
| 1.00Subsoil Investigation | ||||||
| 1.00 | 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. | 256 | sqm | 5 ₹1,280 Lowest | 27 ₹6,912 | 10 ₹2,560 |
| 1.00 | 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 | 2 | set | 40,000 ₹80,000 | 30,000 ₹60,000 | 15,000 ₹30,000 Lowest |
| 1.00 | 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. | 5 | Bore Holes | 5,000 ₹25,000 | 4,500 ₹22,500 Lowest | 4,500 ₹22,500 Lowest |
| 1.00 | 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. | 50 | metre | 1,000 ₹50,000 | 1,000 ₹50,000 | 950 ₹47,500 Lowest |
| 1.00 | 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. | 50 | metre | 1,000 ₹50,000 | 923 ₹46,150 Lowest | 1,000 ₹50,000 |
| 1.01 | 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. | 25 | metre | 500 ₹12,500 Lowest | 945 ₹23,625 | 1,050 ₹26,250 |
| 1.01 | 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 | 1 | metre | 3,000 ₹3,000 | 2,161 ₹2,161 Lowest | 3,000 ₹3,000 |
| 1.01 | 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. | 1 | metre | 5,000 ₹5,000 | 4,447 ₹4,447 Lowest | 5,000 ₹5,000 |
| 1.01 | 56.7:Conducting standard penetration test in bore hole at any depth. | 65 | each | 100 ₹6,500 | 183 ₹11,895 | 80 ₹5,200 Lowest |
Tender Value
Refer Docs
EMD Value
₹8,913
Closing Date
24 Jun 2025, 5:00 pmClosed
Executive Engineer
O/O Executive Engineer, RIQCL,TVPM
KIIFB 2016-17 Construction of Kannankattukadavu bridge Across Kallada River in Kollam District- Soil Investigation of Approach Road -Preliminary Soil Investigation of Approach Road-Investigation Work
2025_PWD_768143_1
PWD/DE/TR/5941/2025_3_1_1/2
Open Tender
Civil Works - Roads
Item Rate
90 days
Kannankattukadavu Munroe Island Kollam
Please refer Tender documents
7 documents required · 7 mandatory
₹790
Yes
₹8,913
Yes
15 Sept 2025
5 Jun 2025
26 Jun 2025
5 Jun 2025
24 Jun 2025
5 Jun 2025
Amount
Subsoil Investigation
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.
56.1.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.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.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.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.
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
56.4: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.
OD304467/2024-2025:Conducting Bulk density test on soil samples collected by boring
OD304466/2024-2025:Conducting Moisture content test and Grain size analysis on soil samples collected by boring
OD310693/2024-2025:Specific gravity tests on Disturbed or Undisturbed samples in accordance with IS:2720 (Part-3)
OD310696/2024-2025:Atterberg Limits tests on Disturbed/Undisturbed Samples in accordance with IS:2720 (Part-5) and evaluating index properties such as Liquid limit, Plastic limit, and Plasticity Index
OD310718/2024-2025:One dimension consolidation tests on Undisturbed Samples of clay soil strata in accordance with the methods specified in IS:2720 (Part-15), evaluating coefficient of compressibility and compression index and preparing the results in the format as per Appendix-A & B of IS:2720 (Part-15).
OD310719/2024-2025:Direct shear tests using shear box on Disturbed Samples of granular soil strata, evaluating cohesion and angle of shearing resistance in accordance with IS:2720 (Part-13) and preparing the results in the format as per Appendix-B of IS:2720 (Part-13).
OD310720/2024-2025:Unconfined compressive (UCC) strength tests were performed on Undisturbed Samples of clayey strata in accordance with IS:2720 (Part-10) and preparing the results in the format as per Annex A of IS:2720 (Part-10).
OD304474/2024-2025:Preparing Geotechnical Investigation Report in standard format as prescribed by the Department contains site details, projects description, regional geological conditions, regional natural hazards (seismicity, flood, landslides, land subsidences), adopted soil exploration methods, field tests conducted, laboratory tests carried out, analysis and discussion of test results, recommendations for geotchnical parameters requested by the Engineer for the design of foundations, retaining structures/techniques, embankments, ground improvement methods, etc. with necessary supporting calculations, comments on geo technical parameters affected by natural hazards such as earthquake, flood, landslides, land subsidence(piping),if any,etc. complete in three hard copy with soft copy in pdf format. Note: The field test results, laboratory test results and recommendations shall be prepared and approved by a Geo technical Engineer. - Machine boring upto 5 bore holes and irrespective of number of structures.
G S Infrastructure (BID ID -2227436)
AA AND S CONSTRUCTIONS (BID ID -2228320)
Bidder Name
G S Infrastructure
AA AND S CONSTRUCTIONS
Lamanto T. Somervell
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .