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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAdmitted-Fee/PreQual/Technical/Finance | ₹4.1 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.1 L+₹2,053.06 (0.50%)Admitted-Fee/PreQual/Technical/Finance | ₹4.1 L+₹2,053.06 (0.50%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SREEKUMARAN NAIR S L1 | ASHARAF A L2 |
|---|---|---|---|---|---|
| 1.00MAINTENANCE OF ROAD | |||||
| 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. | 339.65 | sqm | 16.28 ₹5,529.5 Lowest | 16.36 ₹5,556.67 |
| 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) | 40.76 | cum | 9,727.39 ₹3,96,468.96 Lowest | 9,776.27 ₹3,98,461.21 |
| 1.00 | OD507873/2025-2026:Construction of Embankment with Material Obtained from Borrow Pits Construction of
embankment with approved material obtained from borrow pits with a lift upto 1.5 m,
transporting to site, spreading, grading to required slope and compacting to meet requirement ofTables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
Unit = cum Taking output = 100 cum a) Labour | 6.71 | cum | 620.61 ₹4,163.05 Lowest | 623.73 ₹4,183.98 |
| 1.00 | OD507756/2025-2026:information board 75x60 cm size using gi pipe and post 1 mm thick gi sheet Ms angle frame painting lettering and fixing in concrete | 1 | each | 2,529.67 ₹2,529.67 Lowest | 2,542.38 ₹2,542.38 |
Tender Value
₹4.1 L
EMD Value
₹10,269
Closing Date
31 Aug 2026, 5:00 pmClosed
Assistant Engineer
O/O ASSISTANT ENGINEER LSGD SECTION THOLICODE
Annual Plan-353/2025-26-Tholicode GP Ward 15 Renovation of Palathinkara Mukkuvanthodu Road-General Civil Work
2026_LSGD_865554_7
AE/LIDEW/TLKD/2026-27/ET1
Open Tender
Civil Works - Roads
Item Rate
180 days
Tholicode
PLEASE SEE BID DOCUMENTS
8 documents required · 8 mandatory
₹910
₹10,269
2 Sept 2026
17 Aug 2026
2 Sept 2026
17 Aug 2026
31 Aug 2026
17 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1MAINTENANCE OF ROAD | |||||
| 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. | 1 | sqm | - | - |
| 1.002 | 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 | - | - |
| 1.003 | OD507873/2025-2026:Construction of Embankment with Material Obtained from Borrow Pits Construction of
embankment with approved material obtained from borrow pits with a lift upto 1.5 m,
transporting to site, spreading, grading to required slope and compacting to meet requirement ofTables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
Unit = cum Taking output = 100 cum a) Labour | - | cum | - | - |
| 1.004 | OD507756/2025-2026:information board 75x60 cm size using gi pipe and post 1 mm thick gi sheet Ms angle frame painting lettering and fixing in concrete | - | each | - | - |
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