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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹1.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.6 L+₹2,494.20 (1.59%)Admitted-Fee/PreQual/Technical/Finance | ₹1.6 L+₹2,494.20 (1.59%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹1.7 L+₹11,805.35 (7.52%)Admitted-Fee/PreQual/Technical/Finance | ₹1.7 L+₹11,805.35 (7.52%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹1.8 L+₹21,701.03 (13.8%)Admitted-Fee/PreQual/Technical/Finance | ₹1.8 L+₹21,701.03 (13.8%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Rajesh S L4 | RAGHULAN PILLAI R L3 | ARJUN ASOK L1 | SURESH KUMAR V L2 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD MAINTENANCE | |||||||
| 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. | 90 | sqm | 16.01 ₹1,440.9 | 15.44 ₹1,389.6 | 13.82 ₹1,243.8 Lowest | 14.28 ₹1,285.2 |
| 1.00 | OD67000/2026-2027: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 | 15 | per sqm | 35.62 ₹534.3 | 34.77 ₹521.55 | 31.6 ₹474 Lowest | 32.78 ₹491.7 |
| 1.00 | 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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 10.5 | cum | 2,482.11 ₹26,062.16 | 2,452.44 ₹25,750.62 | 2,444.19 ₹25,664 | 2,215.8 ₹23,265.9 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) | 15.75 | cum | 9,560.22 ₹1,50,573.47 | 8,955.77 ₹1,41,053.38 | 8,224 ₹1,29,528 Lowest | 8,530.87 ₹1,34,361.2 |
Tender Value
₹1.8 L
EMD Value
₹4,467
Closing Date
18 Aug 2026, 5:00 pmClosed
Assistant Engineer
Assistant Engineer, LIDEW, KARAVALOOR
PUBLIC WORK
2026_LSGD_864900_2
01/AE/LIDEW/KVR/2026
Open Tender
Civil Works - Roads
Item Rate
180 days
KARAVLOOR
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
Yes
₹4,467
Yes
5 Sept 2026
10 Aug 2026
20 Aug 2026
10 Aug 2026
18 Aug 2026
10 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD MAINTENANCE | |||||
| 1.001 | 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. | - | sqm | - | - |
| 1.002 | OD67000/2026-2027: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 | - | per sqm | - | - |
| 1.003 | 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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | - | cum | - | - |
| 1.004 | 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) | - | cum | - | - |
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