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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹15.8 LAccepted-AOC | ₹15.8 L | 1 | Accepted-AOC lowest quoted |
| 2 | 2₹15.9 LRejected-AOC | ₹15.9 L | 2 | Rejected-AOC 2nd lowest |
| Sl No | Description | Qty | Unit | N. KUNHALAVI L2 | TERAS CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00Interlock for Roadway | |||||
| 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 | 16.92 | cum | 45.9 ₹776.67 | 45.46 ₹769.23 |
| 1.00 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means | 821.76 | sqm | 5.52 ₹4,536.12 | 5.46 ₹4,486.81 |
| 1.00 | 4.2.A.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-III -For lower sub-base - Mix in Place Method | 142.9 | cum | 3,022.85 ₹4.3 L | 2,993.66 ₹4.3 L |
| 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. | 821.76 | sqm | 1,109.01 ₹9.1 L | 1,098.3 ₹9.0 L |
| 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. | 16.92 | cum | 6,300.1 ₹1.1 L | 6,239.26 ₹1.1 L |
| 1.01 | 12.8.2.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - With Batching Plant, Transit Mixer and Concrete Pump - ( Without formwork) | 16.92 | cum | 6,412.93 ₹1.1 L | 6,351.01 ₹1.1 L |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 0.32 | MT | 86,189.77 ₹27,666.92 | 85,357.46 ₹27,399.74 |
Tender Value
₹17.1 L
EMD Value
₹42,688
Closing Date
25 Feb 2026, 11:00 amClosed
EXECUTIVE ENGINEER
PWD NH DIVISION MALAPPURAM
GENERAL-Traffic Safety Work 2024-25- KL-02-238 Providing Interlock and other safety works to km 47/000 Machingal jn of NH 966 to avoid Accidents and Traffic Congestion-General Civil Work
2026_PWD_837405_1
PWD/NH/TR/17932/2024_5_1_1/1
Open Tender
Civil Works - Highways
90 days
machingal junction
Pls refer tender documents
9 documents required · 9 mandatory
₹2,760
Yes
₹42,688
Yes
17 Mar 2026
18 Feb 2026
27 Feb 2026
18 Feb 2026
25 Feb 2026
18 Feb 2026
Interlock for Roadway
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
3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
4.2.A.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-III -For lower sub-base - Mix in Place Method
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.
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.
12.8.2.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - With Batching Plant, Transit Mixer and Concrete Pump - ( Without formwork)
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
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