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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹1.7 L+₹5,528.67 (3.28%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MUHAMMED YASAR K L2 | ASHIQ P P L1 |
|---|---|---|---|---|---|
| 1.00road work | |||||
| 1.00 | OD53625/2026-2027: DISMANTLING DR - Dismantling , clearing away and carefully stacking materials
useful for reuse for any thickness of walls in DR masonry including disposal of
debris within a distance of 150 m | 7.5 | cum | 700 ₹5,250 Lowest | 723.19 ₹5,423.93 |
| 1.00 | OD53620/2026-2027:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without
concrete levelling course using departmental rubble including packing to
compactness to lines and levels, labour charges etc. complete as per direction of
Departmental officers at site | 7.5 | cum | 3,000 ₹22,500 | 1,638.1 ₹12,285.75 Lowest |
| 1.00 | OD53623/2026-2027: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 | 95.9 | sqm | 33.75 ₹3,236.63 | 33.67 ₹3,228.95 Lowest |
| 1.00 | OD53619/2026-2027: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 | 7.19 | cum | 3,034.9 ₹21,830.04 | 3,027.92 ₹21,779.83 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) | 14.38 | cum | 8,446.62 ₹1,21,504.63 Lowest | 8,764.28 ₹1,26,074.17 |
Tender Value
₹1.7 L
EMD Value
₹4,230
Closing Date
25 Sept 2026, 10:00 amClosed
ASSISTANT ENGINEER
ARATHI R
Kallarakunn puthoopadam road choorakkavil concrete
2026_LSGD_870001_37
01/26-27/AE/LIDEW/CKV
Open Tender
Civil Works - Roads
Item Rate
CHERUKAVU GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,230
Yes
8 Oct 2026
18 Sept 2026
26 Sept 2026
18 Sept 2026
25 Sept 2026
18 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road work | |||||
| 1.001 | OD53625/2026-2027: DISMANTLING DR - Dismantling , clearing away and carefully stacking materials
useful for reuse for any thickness of walls in DR masonry including disposal of
debris within a distance of 150 m | 7.5 | cum | - | - |
| 1.002 | OD53620/2026-2027:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without
concrete levelling course using departmental rubble including packing to
compactness to lines and levels, labour charges etc. complete as per direction of
Departmental officers at site | 7.5 | cum | - | - |
| 1.003 | OD53623/2026-2027: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 | 95.9 | sqm | - | - |
| 1.004 | OD53619/2026-2027: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 | 7.19 | cum | - | - |
| 1.005 | 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) | 14.39 | cum | - | - |
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