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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹23.0 LAccepted-AOC KERALA KL | 1 | Accepted-AOC AGREEMENT EXECUTED | |
| 2 | 2₹23.0 L+₹2,301.76 (0.10%)Rejected-Finance | 2 | Rejected-Finance REJECTED | |
| 3 | Rejected-Technical | - | Rejected-Technical REJECTED |
| Sl No | Description | Qty | Unit | VALIYAKATH ENTERPRISES L3 | INTEGRATED ENTERPRISES L2 | HASEEM HAMZA L1 |
|---|---|---|---|---|---|---|
| 1.00Interlocking | ||||||
| 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 | 46.8 | cum | 441.5 ₹20,662.2 | 400 ₹18,720 | 399.56 ₹18,699.41 Lowest |
| 1.00 | OD2890/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. complete as per direction of Departmental officers at site | 18 | cum | 4,160.22 ₹74,883.96 | 3,700 ₹66,600 Lowest | 3,765 ₹67,770 |
| 1.00 | OD2893/2026-2027:DR with Departmental stone- DRY RUBBLE MASONRY Dry rubble without concrete
levelling course using departmental rubble including packing to compactness to lines and levels,
labour charges etc. complete as per direction of Departmental officers at site | 18 | cum | 1,787.53 ₹32,175.54 | 1,600 ₹28,800 Lowest | 1,617.71 ₹29,118.78 |
| 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. | 750 | sqm | 16.01 ₹12,007.5 | 14 ₹10,500 Lowest | 14.49 ₹10,867.5 |
| 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 | 86.25 | cum | 3,337.88 ₹2,87,892.15 | 2,900 ₹2,50,125 Lowest | 3,020.78 ₹2,60,542.28 |
| 1.01 | OD63096/2026-2027:Providing and laying 80mm thick factory made CC interlocking paver block M 30 grade by
block making machine with strong vibratory compaction of approved size, designed shape laid
the required color and patern over and including 50mm thick compacted bed of 6mm stone
aggregate etc,complete | 900 | per sqm | 1,045.38 ₹9,40,842 | 950 ₹8,55,000 | 946.07 ₹8,51,463 Lowest |
| 1.01 | 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) | 39.75 | cum | 8,796.86 ₹3,49,675.19 | 8,000 ₹3,18,000 | 7,961.16 ₹3,16,456.11 Lowest |
| 1.01 | 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) | 22.01 | cum | 9,186.73 ₹2,02,227.49 | 8,300 ₹1,82,707.9 Lowest | 8,313.99 ₹1,83,015.86 |
| 1.01 | 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 | 15.19 | cum | 9,887.04 ₹1,50,164.36 | 9,000 ₹1,36,692 | 8,947.77 ₹1,35,898.73 Lowest |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
21 Jul 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
KOCHI MUNICIPAL CORPORATION
S-238/27 Road and darin maintenance in sujatha road post no-T/SG 34/B and Amridanandhamai road post no -M/T/H/C Div-74
2026_LSGD_860041_22
Kochi municipal Corporation CCPC3/27603/22(1)
Open Tender
Civil Works - Canal
Item Rate
180 days
ERNAKULAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,950
₹50,000
9 Oct 2026
14 Jul 2026
23 Jul 2026
14 Jul 2026
21 Jul 2026
14 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Interlocking | |||||
| 1.001 | 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 | - | - |
| 1.002 | OD2890/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. complete as per direction of Departmental officers at site | - | cum | - | - |
| 1.003 | OD2893/2026-2027:DR with Departmental stone- DRY RUBBLE MASONRY Dry rubble without concrete
levelling course using departmental rubble including packing to compactness to lines and levels,
labour charges etc. complete as per direction of Departmental officers at site | - | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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 | - | - |
| 1.006 | OD63096/2026-2027:Providing and laying 80mm thick factory made CC interlocking paver block M 30 grade by
block making machine with strong vibratory compaction of approved size, designed shape laid
the required color and patern over and including 50mm thick compacted bed of 6mm stone
aggregate etc,complete | - | per sqm | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 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) | - | cum | - | - |
| 1.009 | 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 | - | cum | - | - |
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