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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.2 LAccepted-AOC | ₹17.2 L | L1 | Accepted-AOC L1 |
| 2 | l2₹17.3 L+₹7,874.44 (0.46%)Rejected-AOC | ₹17.3 L+₹7,874.44 (0.46%) | l2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Mony V Athukuzhy L1 | P.M KABEER L2 |
|---|---|---|---|---|---|
| 1.00DETAILED ESTIMATE | |||||
| 1.00 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 141 | cum | 54.51 ₹7,685.91 Lowest | 54.75 ₹7,719.75 |
| 1.00 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 11 | cum | 8,024.23 ₹88,266.53 Lowest | 8,060.86 ₹88,669.46 |
| 1.00 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 27.37 | cum | 9,295.37 ₹2,54,432.87 Lowest | 9,337.81 ₹2,55,594.54 |
| 1.00 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br> | 11 | cum | 9,709.7 ₹1,06,806.7 Lowest | 9,754.04 ₹1,07,294.44 |
| 1.00 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer | 10.5 | cum | 10,098.08 ₹1,06,029.84 Lowest | 10,144.18 ₹1,06,513.89 |
| 1.01 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method | 46 | cum | 3,936.22 ₹1,81,066.12 Lowest | 3,954.19 ₹1,81,892.74 |
| 1.01 | 55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm 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. | 360 | sqm | 1,174.61 ₹4,22,859.6 Lowest | 1,179.97 ₹4,24,789.2 |
| 1.01 | 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. | 13 | sqm | 1,321 ₹17,173 Lowest | 1,327.02 ₹17,251.26 |
| 1.01 | OD76091/2022-2023:Providing , fitting and fixing mild steel railing complete as per drawing and Technical | 12.1 | RM | 5,310.79 ₹64,260.56 Lowest | 5,335.04 ₹64,553.98 |
Tender Value
₹15.7 L
EMD Value
₹39,345
Closing Date
19 Jun 2026, 3:00 pmClosed
Executive Engineer PWD Roads KTM
Office of the Executive Engineer PWD Roads KTM
GENERAL SR Koothattukulam Ramapuram Providing drain cover slab and allied work due to water logging in front of Palliyampuram Maha Deva Temple in Koothattukulam- Ramapuram road at ch 8 300 km-General Civil Work
2026_PWD_855463_1
PWD/RB/TR/11803/2022_5_1_1/1 RT4
Open Tender
Civil Works - Roads
Item Rate
180 days
Kaduthuruthy
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹39,345
15 Jul 2026
11 Jun 2026
22 Jun 2026
11 Jun 2026
19 Jun 2026
11 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1DETAILED ESTIMATE | |||||
| 1.001 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | - | cum | - | - |
| 1.002 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | - | cum | - | - |
| 1.003 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 1 | cum | - | - |
| 1.004 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br> | - | cum | - | - |
| 1.005 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer | - | cum | - | - |
| 1.006 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method | - | cum | - | - |
| 1.007 | 55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm 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 | - | - |
| 1.008 | 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 | - | - |
| 1.009 | OD76091/2022-2023:Providing , fitting and fixing mild steel railing complete as per drawing and Technical | 1 | RM | - | - |
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