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Tender Value
₹29.6 L
EMD Value
₹50,000
Closing Date
15 Jun 2026, 6:00 pm7d left
Executive Engineer
Harbour Engineering Department Division Office Munambam Ernakulam
LAC ADS Construction of Vemblay thodu road and culvert in ward 6 of Kuzhuppilly gramma panchayath work General Civil Work
2026_HED_854750_1
HED/CEHED/78/2026-2027
Open Tender
Civil Works - Roads
kuzhupilly Ernakulam
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
8 Jun 2026
8 Jun 2026
17 Jun 2026
8 Jun 2026
15 Jun 2026
8 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Appendix-1 - Filling and GSB | ||||||
| 1.001 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | - | Hectare | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | OD33/2026-2027:Filling up low lying and water logged areas with quarry waste, spreading in layers, leveling the top at site and consolidation by smooth wheeled roller, etc complete for improving the CBR value of subgrade.
Details of cost for 300 cum | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | OD34/2026-2027: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. <br> (i) For Grading I Material | - | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 2Appendix-2 Geo textile and Tile work | ||||||
| 2.001 | OD36/2026-2027:Laying of a geotextile filter using Geotextile 120 gram per sqm membrane between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching. (based on item No. 15.6 of Morth) | - | per sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 2.002 | OD35/2026-2027:Providing and laying of Interlock concrete block pavements (Hydraulic) having thickness 80mm (M40) as per drawings and technical specification clause 1504 confirming to IS 15658 and laid in required colour and pattern over and including 50 mm thick compacted bed of 6 mm metal excluding edge concreting (Based on item No. 6.2 of CTE approved o/d) | - | sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 3Appendix-3 DR Masonry | ||||||
| 3.001 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 1 | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 3.002 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | - | cum | - | - | BI01010001010000000000000515BI0100001122 |
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