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Tender Value
₹9.5 L
EMD Value
₹23,660
Closing Date
8 Jul 2026, 6:00 pm5d left
THE ASSISTANT EXECUTIVE ENGINEER
O/o THE ASSISTANT EXECUTIVE ENGINEER,THRIKKAKARA MUNICIPALITY
Proj No -287/2026-27 Thrikkakara Municipality- Kakkanad Community hall renovation
2026_LSGD_858236_16
LIDEW/AEE/ET/09/2026
Open Tender
Civil Works - Others
300 days
THRIKKAKARA
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,090
₹23,660
Yes
1 Jul 2026
1 Jul 2026
10 Jul 2026
1 Jul 2026
8 Jul 2026
1 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Resetting | |||||
| 1.001 | OD517162/2025-2026:Taking out existing CC interlocking paver blocks from footpath/ central
verge, including removal of rubbish etc., disposal of unserviceable material to the dumping
ground, for which payment shall be made separately and stacking of serviceable material within
50 metre lead as per direction of Engineer-in charge | 1 | sqm | - | - |
| 1.002 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | - | cum | - | - |
| 1.003 | OD517175/2025-2026:Laying old cement concrete interlocking paver blocks of any design/
shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick
compacted bed of coarse sand, filling the joints with coarse sand etc. all complete as per the
direction of Engineer-in-charge. (Modified DAR item 16.84) | 1 | sqm | - | - |
| 1.004 | OD518660/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using
80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over
and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all
complete as per the direction of Engineerin-charge. | - | sqm | - | - |
| 2Maintenance | |||||
| 2.001 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | - | cum | - | - |
| 2.002 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 2.003 | 7.6.1:Coursed rubble masonry (first sort) with hard stone in foundation and plinth with:Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - |
| 2.004 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 1 | sqm | - | - |
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