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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.3 L+₹16,057.71 (2.24%)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 L5 | |
| 5 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | DINSHAD L1 | T P RIYAS AHAMMED L3 | Ummer PP L2 | JASID M E L4 | KISHOR P E L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00MANAKKOTTU KURUKKAMPARAMBU FOOTPATH | ||||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 29.48 | cum | 50.12 ₹1,477.74 Lowest | 52.89 ₹1,559.41 | 51 ₹1,503.68 | 53.29 ₹1,571.2 | 150 ₹4,422.6 |
| 1.00 | OD342700/2025-2026: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 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 14.74 | cum | 1,739.65 ₹25,645.92 | 1,715.93 ₹25,296.24 | 1,677 ₹24,722.33 Lowest | 1,849.71 ₹27,268.42 | 2,250 ₹33,169.5 |
| 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) | 29.48 | cum | 6,693.77 ₹1,97,359.11 Lowest | 7,062.72 ₹2,08,237.24 | 6,895 ₹2,03,292.18 | 7,100 ₹2,09,336.4 | 7,000 ₹2,06,388 |
| 2.00MANAKKOTTU KURUKKANPARAMBU EZHUKANDI ROAD | ||||||||
| 2.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 17.1 | cum | 50.12 ₹857.05 Lowest | 52.89 ₹904.42 | 51 ₹872.1 | 53.29 ₹911.26 | 150 ₹2,565 |
| 2.00 | OD342599/2025-2026: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 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 12.82 | cum | 1,739.65 ₹22,311.01 | 1,715.93 ₹22,006.8 | 1,677 ₹21,507.53 Lowest | 1,849.71 ₹23,722.53 | 2,250 ₹28,856.25 |
| 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) | 25.65 | cum | 6,693.77 ₹1,71,695.2 Lowest | 7,062.72 ₹1,81,158.77 | 6,895 ₹1,76,856.75 | 7,100 ₹1,82,115 | 6,960 ₹1,78,524 |
| 3.00EDAKKANDI POKKINAMPARAMBU ROAD | ||||||||
| 3.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 26 | cum | 50.12 ₹1,303.12 Lowest | 52.89 ₹1,375.14 | 51 ₹1,326 | 53.29 ₹1,385.54 | 150 ₹3,900 |
Tender Value
₹9.3 L
EMD Value
₹23,304
Closing Date
25 Oct 2025, 6:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer, LSGD Section Peruvayal
Annual Plan-Peruvayal GP -55/26- Manakkoott Kurukamparamba Road, Manakkott Kurukkamparamba Ezhukandi Road, Edakkandi Pokkinamparamba Road Construction-2025-26-General Civil Work
2025_LSGD_811784_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
₹23,304
Yes
12 Nov 2025
18 Oct 2025
27 Oct 2025
18 Oct 2025
25 Oct 2025
18 Oct 2025
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