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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.8 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹13.9 L+₹5,660.32 (0.41%)Admitted-Fee/PreQual/Technical/Finance PADANATTU HOUSE CHATHANVELIPPADAM THRIKKAKARA THRIKKAKARA MUNICIPALITY KAKKANA | ERNAKULAM | KERALA | 680667 | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SIDHIK P M L2 | MUNEER K M L1 |
|---|---|---|---|---|---|
| 1.00Providing inter lock paving tile for road work And drain | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 760.5 | sqm | 18 ₹13,689 | 16 ₹12,168 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 | 57.04 | cum | 3,340 ₹1,90,506.92 | 3,337 ₹1,90,335.81 Lowest |
| 1.00 | OD119942/2026-2027: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. | 760.5 | sqm | 1,165 ₹8,85,982.5 | 1,160 ₹8,82,180 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) | 8.49 | cum | 9,188 ₹78,015.31 | 9,186 ₹77,998.33 Lowest |
| 2.00drain | |||||
| 2.00 | 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 | 16.2 | cum | 442 ₹7,160.4 | 441 ₹7,144.2 Lowest |
| 2.00 | 2.5.2.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(II) By Mechanical Means (A) Cement Concrete | 3.3 | cum | 790 ₹2,607 | 786 ₹2,593.8 Lowest |
| 2.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 2.5 | cum | 9,005 ₹22,512.5 | 9,001 ₹22,502.5 Lowest |
| 2.00 | 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) | 11.73 | cum | 8,800 ₹1,03,224 | 8,796 ₹1,03,177.08 Lowest |
Tender Value
₹13.8 L
EMD Value
₹34,622
Closing Date
11 Aug 2026, 1:15 pmClosed
Assistant Executive Engineer
COCHIN CORPORATION, VYTTILA ZONAL OFFICE
GENERAL-KRE3- 3513367-2026 LAYING INTERLOCK TILE , REPAIR DRAIN, CULVERT, SLAB IN THAMARASSERY ROAD IN DIVN 47-Do-General Civil Work
2026_LSGD_863944_1
KRE3-3513367
Open Tender
Civil Works - Roads
Item Rate
Ernakulam
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹34,622
9 Oct 2026
4 Aug 2026
11 Aug 2026
4 Aug 2026
11 Aug 2026
4 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Providing inter lock paving tile for road work And drain | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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 | 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 | 1 | cum | - | - |
| 1.003 | OD119942/2026-2027: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 | - | - |
| 1.004 | 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 | - | - |
| 2drain | |||||
| 2.001 | 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 | 1 | cum | - | - |
| 2.002 | 2.5.2.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(II) By Mechanical Means (A) Cement Concrete | 1 | cum | - | - |
| 2.003 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | - | cum | - | - |
| 2.004 | 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 | - | - |
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