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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.3 L+₹10,222.69 (1.42%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical KIZHIPARAMBA MALAPPURAM PIN 673639 | MALAPPURAM | MALAPPURAM | KERALA | 673639 | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical KERALA KL | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | DINSHAD L1 | KISHOR P E L3 | Ummer PP L2 | JASID M E L4 |
|---|---|---|---|---|---|---|---|
| 1.00Koyangottummal Nadukkandi Road | |||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 43.8 | cum | 50.91 ₹2,229.86 Lowest | 150 ₹6,570 | 51 ₹2,233.8 | 53.29 ₹2,334.1 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 16.43 | cum | 1,767.27 ₹29,027.41 Lowest | 2,150 ₹35,313.75 | 1,792 ₹29,433.6 | 1,849.71 ₹30,381.49 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 32.85 | cum | 6,799.19 ₹2,23,353.39 | 6,710 ₹2,20,423.5 Lowest | 6,895 ₹2,26,500.75 | 7,379.85 ₹2,42,428.07 |
| 2.00Peedikakandi Kattadiparamba Road | |||||||
| 2.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 18.21 | cum | 48.79 ₹888.47 | 40 ₹728.4 Lowest | 49 ₹892.29 | 52.96 ₹964.4 |
| 2.00 | 3.8.2:Excavation in Ordinary Rock with Dozer with lead upto 100 m <br> Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m. | 31 | cum | 64.87 ₹2,010.97 | 500 ₹15,500 | 49 ₹1,519 Lowest | 70.42 ₹2,183.02 |
| 2.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 9.11 | cum | 1,767.27 ₹16,090.99 Lowest | 2,100 ₹19,120.5 | 1,792 ₹16,316.16 | 1,918.21 ₹17,465.3 |
| 2.00 | OD272295/2025-2026:Filling with quarry muck : Filling up low lying and water logged areas with local material/quarry muck spreading in layers, leveling the
top at sit and consolidated by ramming, etc complete for improving the CBR value of subgrade (Details of
cost for 300 cum) | 6.83 | cum | 730.66 ₹4,986.75 Lowest | 800 ₹5,460 | 741 ₹5,057.33 | 793.29 ₹5,414.2 |
| 2.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 29.13 | cum | 6,799.19 ₹1,98,060.4 | 6,710 ₹1,95,462.3 Lowest | 6,895 ₹2,00,851.35 | 7,379.85 ₹2,14,975.03 |
Tender Value
₹9.3 L
EMD Value
₹23,295
Closing Date
25 Oct 2025, 6:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer, LSGD Section Peruvayal
Annual Plan-Peruvayal GP -58/26 Koyangottummal Nadukkandi Road, Peedikakandi Kattadiparamba Road , Poovattuparamba Aluvinpilakkil Footpath Construction-2025-26-General Civil Work
2025_LSGD_811797_1
08/2025-26/AE/LIDEW/PERUVAYAL
Open Tender
Civil Works - Roads
Item Rate
270 days
POOVATTUPARAMBU
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,055
Yes
₹23,295
Yes
12 Nov 2025
18 Oct 2025
27 Oct 2025
18 Oct 2025
25 Oct 2025
18 Oct 2025
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