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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.4 LAccepted-AOC KAREDATH H KIDANGOOR P O ANGAMALY PIN 683572 | ANGAMALY | ERNAKULAM | KERALA | 683572 | ₹6.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹7.7 L+₹1.2 L (18.7%)Rejected-AOC | ₹7.7 L+₹1.2 L (18.7%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | BENNYTHOMAS L2 | JOY KURIAN L1 |
|---|---|---|---|---|---|
| 1.00Appendix A | |||||
| 1.00 | 55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. | 50 | sqm | 1,315 ₹65,750 | 1,108.67 ₹55,433.5 Lowest |
| 1.00 | OD61030/2025-2026:Dismantling and relaying Departmental interlocking tile including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. | 686 | sqm | 297 ₹2,03,742 | 250.1 ₹1,71,568.6 Lowest |
| 1.00 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 78.75 | cum | 3,985 ₹3,13,818.75 | 3,359.33 ₹2,64,547.24 Lowest |
| 1.00 | 4.1.A.2:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-II - Plant Mix Method | 36.75 | cum | 4,162 ₹1,52,953.5 | 3,508.48 ₹1,28,936.64 Lowest |
| 1.00 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) | 3 | cum | 9,666 ₹28,998 | 8,149.06 ₹24,447.18 Lowest |
Tender Value
₹7.0 L
EMD Value
₹17,544
Closing Date
8 Jun 2026, 2:00 pmClosed
Assistant Executive Engineer
O/o Assistant Executive Engineer, PWD Bridges Sub Division, Ernakulam.
GENERAL-Bridge Safety-Rectification of Settlement in Approach Road of Nedungadu Nayarambalam Bridge in Vypin Constituency Bridge Safety-General Civil Work
2025_PWD_819827_6
PWD/BR/TR/11088/2025_5_1_1/1
Open Tender
Civil Works - Bridges
Item Rate
120 days
Nayarambalam
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,550
Yes
₹17,544
Yes
2 Jul 2026
2 Jun 2026
10 Jun 2026
2 Jun 2026
8 Jun 2026
2 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A | |||||
| 1.001 | 55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. | - | sqm | - | - |
| 1.002 | OD61030/2025-2026:Dismantling and relaying Departmental interlocking tile including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. | - | sqm | - | - |
| 1.003 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | - | cum | - | - |
| 1.004 | 4.1.A.2:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-II - Plant Mix Method | - | cum | - | - |
| 1.005 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) | - | cum | - | - |
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