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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAdmitted-Fee/PreQual/Technical/Finance KOOVANICKAL ATHIRAMPUZHA P O KOTTAYAM | KOTTAYAM | KOTTAYAM | KERALA | ₹4.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.0 L+₹895.88 (0.23%)Admitted-Fee/PreQual/Technical/Finance | ₹4.0 L+₹895.88 (0.23%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.2 L+₹18,828.55 (4.74%)Admitted-Fee/PreQual/Technical/Finance | ₹4.2 L+₹18,828.55 (4.74%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹4.3 L+₹31,125.77 (7.84%)Admitted-Fee/PreQual/Technical/Finance | ₹4.3 L+₹31,125.77 (7.84%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Midhun Mathew L4 | NIDHIN MATHEW L1 | JOSEMON THOMAS L2 | Kadavil Constructions L3 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD | |||||||
| 1.00 | OD453901/2025-2026:Demolishing cement concrete manually by mechanical means and
disposal of materials within 50m lead s per direction of Engineer | 12.15 | cum | 2,192.03 ₹26,633.16 | 500 ₹6,075 Lowest | 2,037.33 ₹24,753.56 | 2,129.1 ₹25,868.57 |
| 1.00 | OD453911/2025-2026:Construction of Embankment with Material obtained from Borrow Pits.
Construction of Embankment with Material obtained from Borrow Pits with a lift upto 1.5m
transporting to site,spreading,grading to required slope and compacting to meet requirement of
Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause
301.5(with roller) | 51.84 | cum | 565.03 ₹29,291.16 | 500 ₹25,920 Lowest | 525.16 ₹27,224.29 | 548.81 ₹28,450.31 |
| 1.00 | 4.11.1: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> (i) Using naturally occuring gravel | 38.88 | cum | 2,083.25 ₹80,996.76 | 1,800 ₹69,984 Lowest | 1,936.23 ₹75,280.62 | 2,023.44 ₹78,671.35 |
| 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) | 36.45 | cum | 7,995.3 ₹2,91,428.69 | 8,100 ₹2,95,245 | 7,431.04 ₹2,70,861.41 Lowest | 7,765.77 ₹2,83,062.32 |
Tender Value
₹5.1 L
EMD Value
₹12,809
Closing Date
10 Aug 2026, 6:00 pmClosed
Assistant Engineer
LIDEW Section Kumarakom GP
Annual Plan-KGP 2025 - 26 maintenance of Konnannkeri - Kandankavu Road - Phase 2-Project no.379-General Civil Work
2026_LSGD_863685_9
01/AE/LIDEW/KGP/26-27
Open Tender
Civil Works - Roads
Item Rate
Kumarakom GP
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,130
Yes
₹12,809
Yes
14 Aug 2026
3 Aug 2026
13 Aug 2026
3 Aug 2026
10 Aug 2026
3 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD | |||||
| 1.001 | OD453901/2025-2026:Demolishing cement concrete manually by mechanical means and
disposal of materials within 50m lead s per direction of Engineer | - | cum | - | - |
| 1.002 | OD453911/2025-2026:Construction of Embankment with Material obtained from Borrow Pits.
Construction of Embankment with Material obtained from Borrow Pits with a lift upto 1.5m
transporting to site,spreading,grading to required slope and compacting to meet requirement of
Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause
301.5(with roller) | - | cum | - | - |
| 1.003 | 4.11.1: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> (i) Using naturally occuring gravel | - | 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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