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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-AOC SANTHOSH BHAVAN PADAMUGAL KOCHI PIN 682030 | KOCHI | ERNAKULAM | KERALA | 682030 | L1 | Accepted-AOC L1 bidder | |
| 2 | L2₹5.0 L+₹4,034 (0.81%)Rejected-AOC | L2 | Rejected-AOC L2 bidder |
| Sl No | Description | Qty | Unit | Gentex Solutions Pvt Ltd L2 | AA AND S CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00Appendix 1 | |||||
| 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. | 3.55 | Hectare | 12,500 ₹44,375 | 9,900 ₹35,145 Lowest |
| 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 | 50,000 ₹50,000 Lowest | 92,700 ₹92,700 |
| 1.00 | 56.14.a:Cross sectional details - River. | 2,700 | sqm | 2 ₹5,400 Lowest | 3 ₹8,100 |
| 1.00 | 56.15.a:Hydraulic Velocity Calculation - River. | 1 | set | 1,500 ₹1,500 Lowest | 2,700 ₹2,700 |
| 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. | 625 | sqm | 2 ₹1,250 Lowest | 7.2 ₹4,500 |
| 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. | 10 | Bore Holes | 10,000 ₹1,00,000 | 4,500 ₹45,000 Lowest |
| 1.01 | 56.9.1:Erecting platform over 2 nos of 2nd Class Boat using Mango wood planks of not less than 30 mm thick, Mango wood joists of 100 mm x 70 mm at 60 cm intervals including labour and hire of all materials and dismantling the platform after completion of work etc complete. excluding hire of boats (A Platform of minimum size 6.00 m x 5.00 m will be required) | 30 | sqm | 500 ₹15,000 | 50 ₹1,500 Lowest |
| 1.01 | 56.10:Hire charges for providing 2 nos of 2nd Class boat with boatman for erecting the platform over which the boring plant is to be erected, and 1 no of 2nd Class boat with 1 boatman for conveying the departmental staff and labour engaged from the banks to platform and back etc. | 18 | Day | 500 ₹9,000 | 94 ₹1,692 Lowest |
| 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 Lowest | 540 ₹21,600 |
Tender Value
₹5.7 L
EMD Value
₹14,178
Closing Date
11 Jun 2026, 5:00 pmClosed
Assistant Executive Engineer
O/o the Assistant Executive Engineer Bridges subdivision palakkad
GENERAL-Investigation work-Investigation work for the construction ofMuthalamoorkhankadavu suspension bridge across Kunthippuzha connecting Vellinezhi panchayat in Shoranur LAC and Karimbuzha panchayat in Ottapalam LAC in Palakkad
2026_PWD_850976_2
PWD/BR/TR/6404/2026_3_1_1/1
Open Tender
Civil Works - Bridges
Item Rate
120 days
shornur
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,255
Yes
₹14,178
Yes
18 Jul 2026
4 Jun 2026
16 Jun 2026
4 Jun 2026
11 Jun 2026
4 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix 1 | |||||
| 1.001 | 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 | Hectare | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 56.14.a:Cross sectional details - River. | - | sqm | - | - |
| 1.004 | 56.15.a:Hydraulic Velocity Calculation - River. | - | set | - | - |
| 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. | - | sqm | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 56.9.1:Erecting platform over 2 nos of 2nd Class Boat using Mango wood planks of not less than 30 mm thick, Mango wood joists of 100 mm x 70 mm at 60 cm intervals including labour and hire of all materials and dismantling the platform after completion of work etc complete. excluding hire of boats (A Platform of minimum size 6.00 m x 5.00 m will be required) | - | sqm | - | - |
| 1.008 | 56.10:Hire charges for providing 2 nos of 2nd Class boat with boatman for erecting the platform over which the boring plant is to be erected, and 1 no of 2nd Class boat with 1 boatman for conveying the departmental staff and labour engaged from the banks to platform and back etc. | - | Day | - | - |
| 1.009 | 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 | - | - |
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