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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAccepted-Finance | L1 | Accepted-Finance 1st lowest | |
| 2 | L2₹6.6 L+₹1.2 L (22.5%)Accepted-Finance | L2 | Accepted-Finance 2nd lowest |
| Sl No | Description | Qty | Unit | Esteem Developers (P) Limited L1 | Paul Alias L2 |
|---|---|---|---|---|---|
| 1.00Investigation | |||||
| 1.00 | 60.11.2:Taking FLY LEVELS- from the nearest GTS BM and closing on the starting BM including conveyance of instruments etc along road or in heavily built up area or in roads with heavy traffic or in thick jungle ( out turn 4000 m / day ) | 5,600 | metre | 2 ₹11,200 | 0.66 ₹3,696 Lowest |
| 1.00 | 60.11.1:FIXING TBM- Supplying and fixing TBM with RCC 1:1.5:3 pillar block having a size of 30*30*75 cm, steel reinforcement for RCC work, painting top and sides of pillar with synthetic enamel paint, lettering in the pillar block with 8cm high "TBM" on one face and the reduced level on the outer face, etc complete, fixed in CC1:3:6 using 40 mm metal 55*55*60 cm etc complete and centering and shuttering including strutting , propping and removal of form work for pillar and foundation. | 6 | each | 4,000 ₹24,000 | 3,000 ₹18,000 Lowest |
| 1.00 | 56.14.a:Cross sectional details - River. | 31,920 | sqm | 2 ₹63,840 Lowest | 9 ₹2,87,280 |
| 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 | 90,000 ₹90,000 | 15,600 ₹15,600 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. | 17 | Bore Holes | 5,000 ₹85,000 | 3,000 ₹51,000 Lowest |
| 1.01 | 60.11.8:SHIFTING OF PLANT- from bore holes to bore holes by head load including labour etc. complete. | 16 | each | 3,000 ₹48,000 Lowest | 5,500 ₹88,000 |
| 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. | 68 | metre | 100 ₹6,800 Lowest | 500 ₹34,000 |
| 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 | 17 | metre | 2,400 ₹40,800 | 1,800 ₹30,600 Lowest |
| 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. | 18 | metre | 5,000 ₹90,000 | 4,800 ₹86,400 Lowest |
Tender Value
₹7.6 L
EMD Value
₹18,970
Closing Date
5 Mar 2026, 2:00 pmClosed
Pradeesh V
Office of Assistant Executive Engineer Minor Irrigation Sub-division, Palakkad
AMRUT-2.0 - (SWAP-3)-Investigation for construction of check dam at U/S of Kunthipuzha Bridge in Mannarkkad Municipality-Investigation estimateInvestigation Work
2026_Irrig_840566_1
IRR/IA/TR/1832/2025_3_1_1/1
Open Tender
Civil Works - Others
Item Rate
180 days
U/S Kunthipuzha BridgeinMannarkkad Municipali
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,675
Yes
₹18,970
Yes
8 May 2026
25 Feb 2026
7 Mar 2026
25 Feb 2026
5 Mar 2026
25 Feb 2026
25 Feb 2026 - 27 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Investigation | |||||
| 1.001 | 60.11.2:Taking FLY LEVELS- from the nearest GTS BM and closing on the starting BM including conveyance of instruments etc along road or in heavily built up area or in roads with heavy traffic or in thick jungle ( out turn 4000 m / day ) | - | metre | - | - |
| 1.002 | 60.11.1:FIXING TBM- Supplying and fixing TBM with RCC 1:1.5:3 pillar block having a size of 30*30*75 cm, steel reinforcement for RCC work, painting top and sides of pillar with synthetic enamel paint, lettering in the pillar block with 8cm high "TBM" on one face and the reduced level on the outer face, etc complete, fixed in CC1:3:6 using 40 mm metal 55*55*60 cm etc complete and centering and shuttering including strutting , propping and removal of form work for pillar and foundation. | - | each | - | - |
| 1.003 | 56.14.a:Cross sectional details - River. | - | sqm | - | - |
| 1.004 | 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 | - | set | - | - |
| 1.005 | 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. | - | Bore Holes | - | - |
| 1.006 | 60.11.8:SHIFTING OF PLANT- from bore holes to bore holes by head load including labour etc. complete. | - | each | - | - |
| 1.007 | 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. | - | metre | - | - |
| 1.008 | 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 | - | metre | - | - |
| 1.009 | 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. | - | metre | - | - |
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