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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.9 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹18.9 L+₹3,693.64 (0.20%)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. | 922.5 | sqm | 17 ₹15,682.5 | 16 ₹14,760 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 | 90.75 | cum | 3,340 ₹3,03,105 | 3,337 ₹3,02,832.75 Lowest |
| 1.00 | OD120295/2026-2027: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. | 937.5 | sqm | 1,162 ₹10,89,375 | 1,160 ₹10,87,500 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) | 5.82 | cum | 9,188 ₹53,474.16 | 9,186 ₹53,462.52 Lowest |
| 2.00retaining wall | |||||
| 2.00 | OD534427/2025-2026:DR Packing under foundation-Dry stone packing under foundation with good quality blasted
rubble including conveyance of material and labour charges etc. complete as per
the direction of departmental officers at site | 21.24 | cum | 4,165 ₹88,464.6 | 4,160 ₹88,358.4 Lowest |
| 2.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry | 21.06 | cum | 490 ₹10,319.4 | 480 ₹10,108.8 Lowest |
| 2.00 | OD534430/2025-2026:DR packing under foundation-Dry stone packing under foundation with DEPARTMENT
RUBBLE.complete as per direction of departmental officers at site | 16.2 | cum | 1,790 ₹28,998 | 1,787 ₹28,949.4 Lowest |
| 2.00 | OD534431/2025-2026:Pumping or Bailing out water and removing slush etc by using pump set including cost of
labour, oil hire charges of pumpset, etc complete | 18 | hour | 360 ₹6,480 | 359 ₹6,462 Lowest |
Tender Value
₹18.9 L
EMD Value
₹47,169
Closing Date
11 Aug 2026, 1:15 pmClosed
Assistant Executive Engineer
COCHIN CORPORATION, VYTTILA ZONAL OFFICE
GENERAL-KRE3-3508230-2026 Tiling at end of Koletheri road in div.47-LAYING TILE IN KOLETHERI ROAD, RE CONSTRUCTING RETAINING WALL BYE THE SIDE OF BOUNDARY THODU -General Civil Work
2026_LSGD_864017_1
KRE3-3508230
Open Tender
Civil Works - Roads
Item Rate
Ernakulam
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹47,169
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 | - | cum | - | - |
| 1.003 | OD120295/2026-2027: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) | - | cum | - | - |
| 2retaining wall | |||||
| 2.001 | OD534427/2025-2026:DR Packing under foundation-Dry stone packing under foundation with good quality blasted
rubble including conveyance of material and labour charges etc. complete as per
the direction of departmental officers at site | 1 | cum | - | - |
| 2.002 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry | 1 | cum | - | - |
| 2.003 | OD534430/2025-2026:DR packing under foundation-Dry stone packing under foundation with DEPARTMENT
RUBBLE.complete as per direction of departmental officers at site | 1 | cum | - | - |
| 2.004 | OD534431/2025-2026:Pumping or Bailing out water and removing slush etc by using pump set including cost of
labour, oil hire charges of pumpset, etc complete | - | hour | - | - |
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