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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAccepted-AOC | ₹2.9 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical SANTHOSH BHAVAN PADAMUGAL KOCHI PIN 682030 | KOCHI | ERNAKULAM | KERALA | 682030 | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical THANIMOLAL HOUSE MEENANGADI WAYANAD | MEENANGADI | WAYANAD | KERALA | - | - | Rejected-Technical L2 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L6 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L5 |
Tender Value
₹4.9 L
EMD Value
₹12,281
Closing Date
1 Mar 2024, 5:00 pmClosed
Executive Engineer
Executive Engineer,Alappuzha jilla panchayath
Fresh Tender Annual Plan Soil Investigation Alappuzha Jilla Panchayath 2022 23 Proj No SO 608 24 Construction of Disaster shelter cum Cultural centre in Kainakary grama Panchayath soil Test and investigation works Investigation Work
2024_LSGD_662842_2
JPFEBQUO/LIDEW/ALPY/23-24
Open Tender
Civil Works - Buildings
Item Rate
180 days
Alappuzha
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,085
Yes
₹12,281
Yes
7 Oct 2024
23 Feb 2024
2 Mar 2024
23 Feb 2024
1 Mar 2024
23 Feb 2024
Amount
Soil Investigation
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.
56.3.d.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 above 30m depth 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
56.7: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.
56.11.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.
56.18.1:Structural design of building up to 1000 m2
Akhil Paul
AA AND S CONSTRUCTIONS
Synergy Architects and Engineers
Paul Alias
Navas shereef
Bidder Name
AA AND S CONSTRUCTIONS
Synergy Architects and Engineers
Akhil Paul
Paul Alias
DCM Test Labs
Navas shereef
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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