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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAdmitted-Fee/PreQual/Technical/Finance 12 | KANNUR | KERALA | 670001 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹4.2 L+₹6,113.99 (1.48%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹4.3 L+₹23,120.27 (5.61%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MONCY ABRAHAM L1 | BIJU C K L2 | ABDUL RAHIM K S L3 |
|---|---|---|---|---|---|---|
| 1.00Road Maintenance | ||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 11.55 | cum | 300 ₹3,465 Lowest | 421.6 ₹4,869.48 | 441.5 ₹5,099.33 |
| 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. | 231 | sqm | 30 ₹6,930 | 15.29 ₹3,531.99 Lowest | 16.01 ₹3,698.31 |
| 1.00 | OD131586/2026-2027: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 manually mixing by mix in place method and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density complete as per Technical Specification Clause 402
(i) using manually occuring gravel | 2.76 | cum | 3,000 ₹8,268 | 2,310.3 ₹6,367.19 Lowest | 2,394.12 ₹6,598.19 |
| 1.00 | OD482623/2025-2026:Providing and laying of Interlocking Concrete Block Pavements using 80 mm M40 Hydraulic blocks of approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50 mm average thickness etc. all complete as per the direction of Engineer in charge. | 269.5 | sqm | 1,025 ₹2,76,237.5 Lowest | 1,045.45 ₹2,81,748.78 | 1,113.91 ₹3,00,198.75 |
| 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) | 17.32 | cum | 6,750 ₹1,16,943.75 Lowest | 7,009.57 ₹1,21,440.8 | 6,890.04 ₹1,19,369.94 |
Tender Value
₹4.9 L
EMD Value
₹12,182
Closing Date
15 Sept 2026, 2:00 pmClosed
AE
LID EW SECTION AYAVANA
REFER BOQ
2026_LSGD_867225_1
08/AE/LIDEW/AYAV/26-27
Open Tender
Civil Works - Roads
Item Rate
LID EW SECTION AYAVANA
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,075
₹12,182
14 Oct 2026
5 Sept 2026
17 Sept 2026
5 Sept 2026
15 Sept 2026
5 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Maintenance | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 11.55 | cum | - | - |
| 1.002 | 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. | 231 | sqm | - | - |
| 1.003 | OD131586/2026-2027: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 manually mixing by mix in place method and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density complete as per Technical Specification Clause 402
(i) using manually occuring gravel | 2.76 | cum | - | - |
| 1.004 | OD482623/2025-2026:Providing and laying of Interlocking Concrete Block Pavements using 80 mm M40 Hydraulic blocks of approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50 mm average thickness etc. all complete as per the direction of Engineer in charge. | 269.5 | sqm | - | - |
| 1.005 | 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) | 17.33 | cum | - | - |
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