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Tender Value
₹7.9 L
EMD Value
₹19,694
Closing Date
25 Jul 2026, 3:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
KOCHI MUNICIPAL CORPORATION PALLURUTHY ZONAL OFFIC
SYE1/2043903/2024 COMPLETION OF RENOVATION WORK FOR NELSON MANDELA ROAD IN DIDVISION 64
2026_LSGD_861379_1
SYE1/2043903/2024 COMPLETION OF RENOVATION WORK FOR NELSON MANDELA ROAD IN DIDVISION 64
Open Tender
Civil Works - Roads
Item Rate
180 days
KOCHI MUNICIPAL CORPORATION
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,740
Yes
₹19,694
Yes
18 Jul 2026
18 Jul 2026
27 Jul 2026
18 Jul 2026
25 Jul 2026
18 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road | |||||
| 1.001 | 3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.002 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | - | cum | - | - |
| 1.003 | 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 1.004 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 1 | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
| 1.006 | OD69728/2025-2026:Engaging coolie | - | no | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 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 | - | - |
| 1.009 | OD82506/2025-2026:Providing and Laying of Interlocking Concrete Block Payments using 80mm 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 engineer-in-charge | - | sqm | - | - |
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