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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹5.6 L+₹2,569.38 (0.46%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹6.0 L+₹42,675.15 (7.66%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹6.4 L+₹80,485.95 (14.5%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SAJI T JACOB L2 | JIMS K A L1 | R SABU L4 | JIBISH C.S L3 |
|---|---|---|---|---|---|---|---|
| 1.00RETARRING | |||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 10.5 | sqm | 15 ₹157.5 | 16 ₹168 | 14.5 ₹152.25 | 13.52 ₹141.96 Lowest |
| 1.00 | 3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 42 | sqm | 41 ₹1,722 | 50 ₹2,100 | 30 ₹1,260 Lowest | 43.11 ₹1,810.62 |
| 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) | 73.95 | cum | 7,540 ₹5,57,560.38 | 7,500 ₹5,54,602.5 Lowest | 8,600 ₹6,35,944.2 | 8,081.37 ₹5,97,593.07 |
Tender Value
₹7.1 L
EMD Value
₹17,738
Closing Date
29 Sept 2026, 6:00 pmClosed
The Assistant Engineer LID EW Section Palakuzha
O/O The Assistant Engineer LID EW Section Palakuzha
RECONCRETING
2026_LSGD_870780_1
02/AE/LID-EW/PLKA/26-27
Open Tender
Civil Works - Highways
Item Rate
300 days
Palakuzha
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,565
₹17,738
1 Oct 2026
22 Sept 2026
1 Oct 2026
22 Sept 2026
29 Sept 2026
22 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1RETARRING | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 10.5 | sqm | - | - |
| 1.002 | 3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 42 | sqm | - | - |
| 1.003 | 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) | 73.95 | cum | - | - |
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