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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAccepted-AOC KAVANNUR GRAMA PANCHAYATH KERALA | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical KONDOTTY PO KONDOTTY PIN 673638 | KONDOTTY | KONDOTTY | KERALA | 673638 | - | Rejected-Technical L4 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical VAZHAYOOR GP KERALA KL | KOZHIKODE | KERALA | 612906 | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | ABDUL JABBAR KP L4 | Rijinlal.P L2 | PRIYA LABOUR CONTRACT CO-OPERATIVE SOCIETY LIMITED L3 | M E FASALUL HAKH L1 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD RETARING | |||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 129.25 | sqm | 24 ₹3,102 | 10.79 ₹1,394.61 | 14.7 ₹1,899.98 | 10.3 ₹1,331.28 Lowest |
| 1.00 | OD471646/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm
deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | 25.85 | sqm | 47 ₹1,214.95 | 24.77 ₹640.3 | 33.75 ₹872.44 | 23.65 ₹611.35 Lowest |
| 1.00 | OD471647/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 15.51 | cum | 2,155 ₹33,424.05 | 2,227.62 ₹34,550.39 | 2,000 ₹31,020 Lowest | 2,127.46 ₹32,996.9 |
| 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) | 23.27 | cum | 6,780 ₹1,57,736.7 | 6,447.81 ₹1,50,008.3 | 6,850 ₹1,59,365.25 | 6,157.92 ₹1,43,264.01 Lowest |
Tender Value
₹2.5 L
EMD Value
₹6,355
Closing Date
4 Mar 2026, 11:30 amClosed
AE
AE
Annual Plan-VAZHAKKAD GP PRO NO 490/25-26-MANATTU PALLIPADI ROAD RENOVATION IN WARD 10-General Civil Work
2026_LSGD_840221_5
08/1/ETEN/AE/LIDEW/VKD/2025-26
Open Tender
Civil Works - Roads
Item Rate
VAZHAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹565
Yes
₹6,355
Yes
19 May 2026
25 Feb 2026
5 Mar 2026
25 Feb 2026
4 Mar 2026
25 Feb 2026
25 Feb 2026 - 4 Mar 2026
ROAD RETARING
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
OD471646/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
OD471647/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
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)
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