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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹2.5 L+₹12,047 (5.09%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹2.5 L+₹17,126.63 (7.23%)Admitted-Fee/PreQual/Technical/Finance HARIBHAVAN NORTH ARIYAD P O ALAPPUZHA | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | HARISH AND CO L3 | Tomy joseph L2 | BINU K L1 |
|---|---|---|---|---|---|---|
| 1.00road | ||||||
| 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. | 187.5 | sqm | 16.01 ₹3,001.88 | 15.68 ₹2,940 | 15 ₹2,812.5 Lowest |
| 1.00 | OD47197/2026-2027:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (3.14 Modified with increased compensation and additional conveyance)with roller | 28.12 | cum | 1,296.38 ₹36,460.69 | 1,270.45 ₹35,731.41 | 1,225 ₹34,453.13 Lowest |
| 1.00 | OD47198/2026-2027:Interlocking block pavement ,providing and laying interlocking concrete block pavements
having thickness 80mm over 50mm thick crushed stone 6.70mm sizes as per drawings and
technical specifications clause1504 | 166.05 | 1 sqm | 1,126.38 ₹1,87,035.4 | 1,103.85 ₹1,83,294.29 | 1,048 ₹1,74,020.4 Lowest |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 2.98 | cum | 9,186.73 ₹27,367.27 | 9,002.99 ₹26,819.91 | 8,544 ₹25,452.58 Lowest |
Tender Value
₹2.5 L
EMD Value
₹6,347
Closing Date
23 Sept 2026, 5:00 pmClosed
Assistant Engineer
The Assistant Engineer, LSGD Section, Champakulam Grama Panchayat
Annual Plan-Champakkulam GP-2026-27- Mancombu Champakkukam road to kizhakot 12 il palam road renovation,ward 11-Pr.44/27
2026_LSGD_869465_2
03/AE/CKM/26-27
Open Tender
Civil Works - Roads
Item Rate
240 days
Chambakulam
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,347
Yes
25 Sept 2026
14 Sept 2026
25 Sept 2026
14 Sept 2026
23 Sept 2026
14 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road | |||||
| 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. | 187.5 | sqm | - | - |
| 1.002 | OD47197/2026-2027:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (3.14 Modified with increased compensation and additional conveyance)with roller | 28.13 | cum | - | - |
| 1.003 | OD47198/2026-2027:Interlocking block pavement ,providing and laying interlocking concrete block pavements
having thickness 80mm over 50mm thick crushed stone 6.70mm sizes as per drawings and
technical specifications clause1504 | 166.05 | 1 sqm | - | - |
| 1.004 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 2.98 | cum | - | - |
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