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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹2.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ARUN B L1 |
|---|---|---|---|---|
| 1.00Road maintenance | ||||
| 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. | 181.69 | sqm | 15.11 ₹2,745.34 Lowest |
| 1.00 | 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 | 27.25 | cum | 416.78 ₹11,358.92 Lowest |
| 1.00 | 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 | 18.17 | cum | 3,150.96 ₹57,249.79 Lowest |
| 1.00 | OD64877/2026-2027:(MD) Providing and laying of factory made interlocking concrete block pavements having
thickness 80 mm M40 grade as per drawing with strong vibrating compaction technical
specification & laying in 50 mm thick compacted bed of approved material as per the direction
of Engineer in charge. | 174.27 | sqm | 1,095.35 ₹1,90,886.64 Lowest |
| 1.00 | 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) | 0.81 | cum | 8,672.27 ₹7,024.54 Lowest |
| 1.01 | OD64876/2026-2027:Engaging man coolies | 2 | each | 1,064.23 ₹2,128.46 Lowest |
Tender Value
₹2.9 L
EMD Value
₹7,200
Closing Date
8 Sept 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
KOCHI MUNICIPAL CORPORATION
S.148/27 Kosserryparambu Road Tiling,kottenkeri road tiling and drain maintenance
2026_LSGD_863449_53
Kochi municipal Corporation CCPC3/27603/22(3)
Open Tender
Civil Works - Canal
Item Rate
180 days
ERNAKULAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹710
₹7,200
15 Sept 2026
1 Sept 2026
10 Sept 2026
1 Sept 2026
8 Sept 2026
1 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road maintenance | |||||
| 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. | 1 | 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 | 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 | - | - |
| 1.004 | OD64877/2026-2027:(MD) Providing and laying of factory made interlocking concrete block pavements having
thickness 80 mm M40 grade as per drawing with strong vibrating compaction technical
specification & laying in 50 mm thick compacted bed of approved material 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) | - | cum | - | - |
| 1.006 | OD64876/2026-2027:Engaging man coolies | - | each | - | - |
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