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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹4.2 L+₹30,950 (7.96%)Accepted-Finance SANTHOSH BHAVAN PADAMUGAL KOCHI PIN 682030 | KOCHI | ERNAKULAM | KERALA | 682030 | L2 | Accepted-Finance L2 | |
| 3 | L3₹4.3 L+₹40,852 (10.5%)Accepted-Finance | L3 | Accepted-Finance L3 |
| Sl No | Description | Qty | Unit | Esteem Developers (P) Limited L3 | JAMSHAD NASEERI P.K L1 | AA AND S CONSTRUCTIONS L2 |
|---|---|---|---|---|---|---|
| 1.00Investigation | ||||||
| 1.00 | 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). | 0.8 | Hectare | 1,000 ₹800 Lowest | 2,000 ₹1,600 | 5,000 ₹4,000 |
| 1.00 | 56.14.a:Cross sectional details - River. | 3,000 | sqm | 5 ₹15,000 | 3 ₹9,000 Lowest | 3 ₹9,000 Lowest |
| 1.00 | 56.15.a:Hydraulic Velocity Calculation - River. | 1 | set | 3,000 ₹3,000 | 1,000 ₹1,000 Lowest | 2,000 ₹2,000 |
| 1.00 | 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. | 2.3 | Hectare | 10,000 ₹23,000 | 10,000 ₹23,000 | 8,500 ₹19,550 Lowest |
| 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. | 60 | sqm | 30 ₹1,800 | 20 ₹1,200 | 10 ₹600 Lowest |
| 1.01 | 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 | 80,000 ₹80,000 Lowest | 1,12,000 ₹1,12,000 | 90,000 ₹90,000 |
| 1.01 | 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. | 7 | Bore Holes | 6,000 ₹42,000 Lowest | 7,000 ₹49,000 | 8,000 ₹56,000 |
| 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 | 100 ₹4,000 | 10 ₹400 Lowest | 500 ₹20,000 |
| 1.01 | 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. | 40 | metre | 100 ₹4,000 | 10 ₹400 Lowest | 500 ₹20,000 |
Tender Value
₹4.9 L
EMD Value
₹12,127
Closing Date
11 Sept 2026, 4:00 pmClosed
Assistant Executive Engineer
O/O Assistant Executive Engineer PWD ,Bridges subdivision Palakkad
GENERAL-Kulappadam Changaleeri Bridge- Budget 2026-27-Investigation Estimate- Construction of Kulappadam Changaleeri Bridge across Kundhipuzha in Mannarkkad Constituency and Kumaramputhur Panchayath- General Civil Work
2026_PWD_867595_1
PWD/BR/TR/11004/2026_5_1_1/1
Open Tender
Civil Works - Bridges
Item Rate
180 days
KUMARAMPUTHUR
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,070
Yes
₹12,127
Yes
28 Sept 2026
3 Sept 2026
15 Sept 2026
3 Sept 2026
11 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Investigation | |||||
| 1.001 | 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). | 0.8 | Hectare | - | - |
| 1.002 | 56.14.a:Cross sectional details - River. | 3,000 | sqm | - | - |
| 1.003 | 56.15.a:Hydraulic Velocity Calculation - River. | 1 | set | - | - |
| 1.004 | 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. | 2.3 | Hectare | - | - |
| 1.005 | 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. | 60 | sqm | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 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. | 7 | Bore Holes | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 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. | 40 | metre | - | - |
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