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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.2 LAdmitted-Fee/PreQual/Technical/Finance | ₹14.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹15.5 L+₹1.3 L (8.93%)Admitted-Fee/PreQual/Technical/Finance KERALA KL | KOTTAYAM | KERALA | 686001 | ₹15.5 L+₹1.3 L (8.93%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MOOSA K.I. L1 | P H Zakeer L2 |
|---|---|---|---|---|---|
| 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. | 876 | sqm | 13.45 ₹11,782.2 Lowest | 14.65 ₹12,833.4 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 112.09 | cum | 2,803.82 ₹3,14,280.18 Lowest | 3,054.16 ₹3,42,340.79 |
| 1.00 | OD61926/2026-2027:Supplying and laying Interlock tiles 80mm thickness or nearest size thickness and strength M40 including providing a layer of 6mm aggregate for 5 cm thickness then laying interlocking cabbles in lines and levels as per the direction of departmental officers as size inclusives of cost and conveyance charges etc complete | 1,062.5 | sqm | 974.68 ₹10,35,597.5 Lowest | 1,061.7 ₹11,28,056.25 |
| 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) | 7.99 | cum | 7,716.85 ₹61,673.07 Lowest | 8,405.86 ₹67,179.63 |
Tender Value
₹16.9 L
EMD Value
₹42,400
Closing Date
4 Aug 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
KOCHI MUNICIPAL CORPORATION
S 35/27- Raising the road and paving with interlocking tiles at Makkar Lane and Maloth lane, Div 10
2026_LSGD_862430_5
Kochi municipal Corporation CCPC3/27603/22(2)
Open Tender
Civil Works - Roads
Item Rate
180 days
ERNAKULAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,950
₹42,400
11 Aug 2026
28 Jul 2026
6 Aug 2026
28 Jul 2026
4 Aug 2026
28 Jul 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. | - | sqm | - | - |
| 1.002 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | - | cum | - | - |
| 1.003 | OD61926/2026-2027:Supplying and laying Interlock tiles 80mm thickness or nearest size thickness and strength M40 including providing a layer of 6mm aggregate for 5 cm thickness then laying interlocking cabbles in lines and levels as per the direction of departmental officers as size inclusives of cost and conveyance charges etc complete | - | 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 | - | - |
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