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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹2.5 L+₹4,382.67 (1.76%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SUNIL KUMAR N L2 | JAFAR SADIQUE P P L1 |
|---|---|---|---|---|---|
| 1.00Roadway | |||||
| 1.00 | OD48764/2026-2027:Providing and laying factory made chamfered edge cement concrete paver blocks in footpaths, parks, lawns, drive ways, or light traffic parking etc, of required strength , thickness and amp: size/shape made by table vibratory method using PU mould, laid in required colour and amp: pattern over 50mm thick compacted bed of sand , compacting and proper embedding/laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator , filling the joints with sand and cutting of paver blocks as per required size and pattern finishing and sweeping extra sand . complete as per direction of engineer in charge . 80mm thick cc paver block M30 grade with approved colour design and pattern | 186 | sqm | 1,185 ₹2,20,410 | 1,164.5 ₹2,16,597 Lowest |
| 1.00 | 4.11.2: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. (ii) Using Gravel mix soil. | 13.05 | cum | 2,280 ₹29,754 | 2,237.63 ₹29,201.07 Lowest |
| 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. | 186 | sqm | 14.5 ₹2,697 | 14.41 ₹2,680.26 Lowest |
Tender Value
₹2.5 L
EMD Value
₹6,339
Closing Date
30 Sept 2026, 11:00 amClosed
Assistant Engineer
Assistant Engineer, LIDEW section, chengotukavu gp
refer tender documents
2026_LSGD_867337_2
AE/LSGD/CKV/83/26-27
Open Tender
Civil Works - Roads
Item Rate
240 days
Chengotukavu GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹560
Yes
₹6,339
Yes
1 Oct 2026
23 Sept 2026
1 Oct 2026
23 Sept 2026
30 Sept 2026
23 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Roadway | |||||
| 1.001 | OD48764/2026-2027:Providing and laying factory made chamfered edge cement concrete paver blocks in footpaths, parks, lawns, drive ways, or light traffic parking etc, of required strength , thickness and amp: size/shape made by table vibratory method using PU mould, laid in required colour and amp: pattern over 50mm thick compacted bed of sand , compacting and proper embedding/laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator , filling the joints with sand and cutting of paver blocks as per required size and pattern finishing and sweeping extra sand . complete as per direction of engineer in charge . 80mm thick cc paver block M30 grade with approved colour design and pattern | 186 | sqm | - | - |
| 1.002 | 4.11.2: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. (ii) Using Gravel mix soil. | 13.05 | cum | - | - |
| 1.003 | 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. | 186 | sqm | - | - |
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