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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹4.1 LAccepted-AOC KOZHIKODAN H POTHUHANA P O WAYANAD | WAYANAD | WAYANAD | KERALA | l1 | Accepted-AOC l1 | |
| 2 | l2₹4.2 L+₹6,770 (1.64%)Rejected-Finance | l2 | Rejected-Finance l2 | |
| 3 | Rejected-Technical | - | Rejected-Technical l3 | |
| 4 | Rejected-Technical SAITH VELLAMUNDA | THE NILGIRIS | TAMIL NADU | 643001 | - | Rejected-Technical l4 |
| Sl No | Description | Qty | Unit | MALAYORAM LABOURCONTRACT CO OPERATIVE SOCIETY L3 | Muhammed Rahnas S No Rank | RAHMAS L1 | SALAM M L2 |
|---|---|---|---|---|---|---|---|
| 1.00FOOTPATH CONCRE | |||||||
| 1.00 | OD391359/2025-2026: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 | 230 | per sqm | 40.45 ₹9,303.5 | 33.61 - | 31.99 ₹7,357.7 | 28 ₹6,440 Lowest |
| 1.00 | OD391357/2025-2026:4.11.2
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 manually on prepared surface, and compacting with rammer to achieve the desired density as per Technical Specification
(ii) Using Gravel mix soil. | 23 | cum | 2,500.93 ₹57,521.39 | 2,125.26 - | 2,022.69 ₹46,521.87 | 1,840 ₹42,320 Lowest |
| 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) | 38.25 | cum | 10,500.08 ₹4,01,628.06 | 8,747.64 - | 8,348.28 ₹3,19,321.71 Lowest | 8,650 ₹3,30,862.5 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 3.15 | cum | 500.86 ₹1,577.71 | 403.82 - | 385.09 ₹1,213.03 Lowest | 390 ₹1,228.5 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 4.72 | cum | 9,500.96 ₹44,892.04 | 8,046.19 - | 7,657.84 ₹36,183.29 Lowest | 7,800 ₹36,855 |
| 1.01 | OD391358/2025-2026:Providing and fixing name board of size600mm x450mm using MS sheet 2mm thick,GI pipe
50mm fixing to ground using concrete M15of size 300x300x450mm | 1 | 1 nos | 3,500.22 ₹3,500.22 | 2,982.35 - | 2,838.41 ₹2,838.41 | 2,500 ₹2,500 Lowest |
Tender Value
₹4.4 L
EMD Value
₹11,058
Closing Date
11 Feb 2026, 4:00 pmClosed
ASSISTANT ENGINEER
LASD SECTION VENGAPPALLY GP
VENGAPPALLY GP ANNUAL PROJECT CHOLAKKUNNU UNNATHI FOOTPATH CONCRETE.
2026_LSGD_833138_1
AELIDEWVGPY062025 26
Open Tender
Civil Works - Roads
Item Rate
180 days
AELIDEW SECTION VENGAPALLI SECTION
Please refer Tender documents.
7 documents required · 7 mandatory
₹975
Yes
₹11,058
Yes
31 Mar 2026
3 Feb 2026
12 Feb 2026
3 Feb 2026
11 Feb 2026
3 Feb 2026
FOOTPATH CONCRE
OD391359/2025-2026: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
OD391357/2025-2026:4.11.2 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 manually on prepared surface, and compacting with rammer to achieve the desired density as per Technical Specification (ii) Using Gravel mix soil.
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)
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
OD391358/2025-2026:Providing and fixing name board of size600mm x450mm using MS sheet 2mm thick,GI pipe 50mm fixing to ground using concrete M15of size 300x300x450mm
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