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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68,570.34Accepted-AOC KAVANNUR GRAMA PANCHAYATH KERALA | ₹68,570.34 | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical KONDOTTY PO KONDOTTY PIN 673638 | KONDOTTY | KONDOTTY | KERALA | 673638 | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | ABDUL JABBAR KP L3 | PRIYA LABOUR CONTRACT CO-OPERATIVE SOCIETY LIMITED L2 | SUHAIB K L4 | M E FASALUL HAKH L1 |
|---|---|---|---|---|---|---|---|
| 1.00FOOTPATH CONCRETE | |||||||
| 1.00 | OD471807/2025-2026:OD from 2.6.1 -Earth work in excavation by mechanical means (Hydraulic excavator)/manual
means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)
including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be
levelled and neatly dressed.
All classes of Soil | 14.88 | cum | 230 ₹3,421.25 | 246.52 ₹3,666.99 | 234 ₹3,480.75 | 199.92 ₹2,973.81 Lowest |
| 1.00 | OD471808/2025-2026: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 | 5.95 | cum | 2,325 ₹13,833.75 Lowest | 2,883.56 ₹17,157.18 | 2,340 ₹13,923 | 2,461.3 ₹14,644.74 |
| 1.00 | OD471810/2025-2026: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 WITHOUT SHUTTERING
(i) Nominal mix (1:2:4) | 7.44 | cum | 7,854 ₹58,418.05 | 7,000 ₹52,066 | 7,906 ₹58,804.83 | 6,850.2 ₹50,951.79 Lowest |
Tender Value
₹84,551
EMD Value
₹2,114
Closing Date
4 Mar 2026, 12:30 pmClosed
AE
AE
Annual Plan-VAZHAKKAD GP PRO NO 435/25-26-POOVATHUPARAMB FOOTPATH CONCRETE IN WARD 10-General Civil Work
2026_LSGD_840221_15
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
₹555
Yes
₹2,114
Yes
25 May 2026
25 Feb 2026
5 Mar 2026
25 Feb 2026
4 Mar 2026
25 Feb 2026
25 Feb 2026 - 4 Mar 2026
FOOTPATH CONCRETE
OD471807/2025-2026:OD from 2.6.1 -Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All classes of Soil
OD471808/2025-2026: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
OD471810/2025-2026: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 WITHOUT SHUTTERING (i) Nominal mix (1:2:4)
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