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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹14.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹15.1 L+₹29,571.79 (2.00%)Admitted-Fee/PreQual/Technical/Finance NEDUMBASSERY P O ERNAKULAM DIST | ERNAKULAM | KERALA | 683585 | ₹15.1 L+₹29,571.79 (2.00%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SANILKUMAR.A.G L2 | Sathysee L1 |
|---|---|---|---|---|---|
| 1.00tiling and covering slab at karanithara road and kid garden road in ward 45 | |||||
| 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. | 1,235 | sqm | 16.33 ₹20,167.55 | 16.01 ₹19,772.35 Lowest |
| 1.00 | 4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)<br>(A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material | 24 | cum | 3,454.54 ₹82,908.96 | 3,386.8 ₹81,283.2 Lowest |
| 1.00 | OD26963/2026-2027:Interlocking Concrete Block pavement
Providing and Laying of Interlocking Concrete Block pavements using 80mm M40 hydralic
blocks of approved size,design and shape laid in crushed stone chipping 6.7mm size 100mm
passing 9.5mm and retained on 2.36mm using plate vibrator etc.as per the departmental
specification | 1,235 | sqm | 1,066.29 ₹13,16,868.15 | 1,045.38 ₹12,91,044.3 Lowest |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 9.04 | cum | 9,745.29 ₹88,077.93 | 9,554.21 ₹86,350.95 Lowest |
Tender Value
₹14.8 L
EMD Value
₹36,962
Closing Date
13 Aug 2026, 6:00 pmClosed
Assistant Executive Engineer
Office of the Assistant Executive Engineer, LIDEW Section, Kalamassery Municipality
SO100/27 Interlock tile paving and drain maintenance karanithara pattalam nasar road kids garden road in ward 45
2026_LSGD_863788_9
LIDEW/AEE/ET/04/2027
Open Tender
Civil Works - Roads
Item Rate
180 days
Kalamassery
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹36,962
Yes
6 Sept 2026
4 Aug 2026
14 Aug 2026
4 Aug 2026
13 Aug 2026
4 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1tiling and covering slab at karanithara road and kid garden road in ward 45 | |||||
| 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. | - | sqm | - | - |
| 1.002 | 4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)<br>(A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material | - | cum | - | - |
| 1.003 | OD26963/2026-2027:Interlocking Concrete Block pavement
Providing and Laying of Interlocking Concrete Block pavements using 80mm M40 hydralic
blocks of approved size,design and shape laid in crushed stone chipping 6.7mm size 100mm
passing 9.5mm and retained on 2.36mm using plate vibrator etc.as per the departmental
specification | - | sqm | - | - |
| 1.004 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
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