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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 LAccepted-Finance SANTHOSH BHAVAN PADAMUGAL KOCHI PIN 682030 | KOCHI | ERNAKULAM | KERALA | 682030 | ₹1.4 L | L1 | Accepted-Finance FIRST LOWEST BIDDER |
| 2 | L2₹1.5 LAccepted-Finance | ₹1.5 L | L2 | Accepted-Finance SECOND LOWEST BIDDER |
| Sl No | Description | Qty | Unit | Gentex Solutions Pvt Ltd L2 | AA AND S CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00INVESTIGATION ESTIMATE | |||||
| 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 | 1 | set | 25,000 ₹25,000 | 30,000 ₹30,000 |
| 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. | 2 | Bore Holes | 10,000 ₹20,000 | 6,000 ₹12,000 |
| 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. | 20 | metre | 100 ₹2,000 | 650 ₹13,000 |
| 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. | 20 | metre | 100 ₹2,000 | 100 ₹2,000 |
| 1.00 | 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 | 10 | metre | 100 ₹1,000 | 100 ₹1,000 |
| 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. | 4 | metre | 5,000 ₹20,000 | 4,500 ₹18,000 |
| 1.01 | 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. | 10 | each | 100 ₹1,000 | 10 ₹100 |
| 1.01 | 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 | 15,000 ₹15,000 | 19,600 ₹19,600 |
| 1.01 | 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. | 1.5 | Hectare | 10,000 ₹15,000 | 8,000 ₹12,000 |
Tender Value
₹1.7 L
EMD Value
₹4,152
Closing Date
18 Feb 2026, 3:00 pmClosed
Assistant Executive Engineer
PWD Bridges Sub Division Pathanamthitta
GENERAL-Maniyar Bridge-Soil Investigation for Reconstruction of Maniyar Bridge under Ranni Constituency in Pathanamthitta District.- Investigation Work
2026_PWD_835097_1
PWD/BR/TR/20728/2025_3_1_1/1
Open Tender
Civil Works - Bridges
60 days
Thiruvalla
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
₹4,152
28 Feb 2026
10 Feb 2026
20 Feb 2026
10 Feb 2026
18 Feb 2026
10 Feb 2026
INVESTIGATION ESTIMATE
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.
56.5.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.
56.8: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.
56.12.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.
56.14.b:Cross sectional details - Thodu.
56.15.b:Hydraulic Velocity Calculation - Thodu.
56.16:Preparation of Detailed Project Report of the bridge works containing alignment plan, key plan, contour plan , index map, longitudinal and cross section of road and River/Thodu cross section of bridge hydraulic and velocity calculations including neat filing and supplying five set DPR etc. as per the directions of the departmental officers.
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