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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-Finance | L1 | Accepted-Finance L1 bidder | |
| 2 | L2 bidder₹3.8 L+₹15,296.18 (4.17%)Accepted-Finance SANTHOSH BHAVAN PADAMUGAL KOCHI PIN 682030 | KOCHI | ERNAKULAM | KERALA | 682030 | L2 bidder | Accepted-Finance L2 bidder | |
| 3 | Rejected-Technical NULL | - | Rejected-Technical L3 Bidder |
| Sl No | Description | Qty | Unit | POULOSE TK L1 | G S Infrastructure L3 | AA AND S CONSTRUCTIONS L2 |
|---|---|---|---|---|---|---|
| 1.00soil investigation | ||||||
| 1.01 | 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. | 40 | metre | 800 ₹32,000 Lowest | 1,000 ₹40,000 | 1,000 ₹40,000 |
| 1.02 | 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. | 40 | metre | 900 ₹36,000 Lowest | 1,100 ₹44,000 | 1,000 ₹40,000 |
| 1.03 | 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. | 50 | metre | 900 ₹45,000 | 1,200 ₹60,000 | 500 ₹25,000 Lowest |
| 1.04 | 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 | 20 | metre | 1,500 ₹30,000 Lowest | 2,500 ₹50,000 | 1,500 ₹30,000 Lowest |
| 1.05 | 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 | 1 | set | 15,978 ₹15,978 | 15,798 ₹15,798 Lowest | 50,000 ₹50,000 |
| 1.06 | 56.7 Conducting standard penetration test in bore hole at any depth. | 20 | each | 203 ₹4,060 | 300 ₹6,000 | 10 ₹200 Lowest |
| 1.07 | 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. | 4 | Boreholes | 3,000 ₹12,000 Lowest | 3,000 ₹12,000 Lowest | 5,000 ₹20,000 |
| 1.08 | 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. | 20 | each | 63 ₹1,260 | 600 ₹12,000 | 10 ₹200 Lowest |
| 1.09 | 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. | 1 | set | 10,000 ₹10,000 Lowest | 10,000 ₹10,000 Lowest | 32,000 ₹32,000 |
Tender Value
₹3.6 L
EMD Value
₹9,094
Closing Date
15 Oct 2024, 4:00 pmClosed
Executive engineer
PWD BUILDINGS DIVISION KALPETTA
Wayanad Development package (2022-23) Construction of Cheeral pre metric Hostal, Nenmeni Grama Panchayath-Soil investigation and Total Station Survey -Investigation work
2024_PWD_695616_1
PWD/BLDG/16965-1/2024-2024
Open Tender
Civil Works - Buildings
Item Rate
30 days
sulthanbathery
Please refer Tender documents.
7 documents required · 7 mandatory
₹930
Yes
₹9,094
Yes
12 Mar 2026
9 Oct 2024
17 Oct 2024
9 Oct 2024
15 Oct 2024
9 Oct 2024
Amount
soil investigation
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
56.1.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
56.7 Conducting standard penetration test in bore hole at any depth.
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.
56.6 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.
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.
56.12.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.
56.13 Providing access to the site clearing site and making good for surveying in order to provide clear line of site devoid of any hindrance due to vegetation etc. and clearing areas for station points (This item is applicable only for sites without access such as in case of new road formation, bridge and building sites at in accessible locations).
56.18.1 Structural design of building up to 1000 m2
56.19.3 Preparation of architectural drawing (1 % of the estimate cost of the building based on Plinth Area rate). Note: i) Quantity should be amount in hundreds, ie. For Rs. 100000.00, quantity shall be 1000. ii) percentage deduction in case of negotiation shall be included in decimal format within the coefficient cell.
AA AND S CONSTRUCTIONS
G S Infrastructure
Bidder Name
G S Infrastructure
AA AND S CONSTRUCTIONS
POULOSE TK
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