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Tender Value
₹17.8 L
EMD Value
₹44,488
Closing Date
10 Jul 2026, 5:00 pmDue today
Assistant Executive Engineer
Assistant Executive Engineer Thiruvananthapuram Corporation
414/2026-27 MAINTENANCE OF POLICE STATION ROAD, ILAMKOM TEMPLE ROAD, HSLPSS FRONT ROAD IN KARAMANA WARD
2026_LSGD_858996_1
05/E16/AEE2/5321989/26-27
Open Tender
Civil Works - Roads
180 days
Thiruvananthapuram Corporation
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹44,488
Yes
4 Jul 2026
4 Jul 2026
14 Jul 2026
4 Jul 2026
10 Jul 2026
4 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1karamana ward | |||||
| 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 | OD69807/2026-2027: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. (Based on DSR
.16.83) | - | sqm | - | - |
| 1.003 | OD94351/2026-2027:Laying old factory made chamfered edge cement concrete interlocking paver blocks of required strength, thickness & size/shape, laid in required line, level , colour & pattern over 50mm thick compacted bed of 6mm aggregate, compacting and proper embedding/laying of interlocking paverblocks into 6mm aggregate bedding layer through vibratory compaction by using plate vibrator, filling the joints with suitable aggregates etc complete all as per direction of Engineer in charge(REF:16.84 DSR) | - | sqm | - | - |
| 1.004 | OD69806/2026-2027: Providing and laying of interlocking concrete block pavement having thickness 80mm Block (M30) of approved size, design and shape, laid in required pattern over and including a bed of 6mm stone aggregate 50mm average thickness etc complete as per the direction of Engineer in charge. | - | 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) | 1 | cum | - | - |
| 1.006 | 3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | - | cum | - | - |
| 1.007 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 1.008 | OD71259/2026-2027:Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works(Based on DSR.10.25.2 | - | kilogram | - | - |
| 1.009 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 1 | cum | - | - |
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