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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.1 LAdmitted-Fee/PreQual/Technical/Finance | ₹20.1 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹20.3 L+₹22,880.90 (1.14%)Admitted-Fee/PreQual/Technical/Finance | ₹20.3 L+₹22,880.90 (1.14%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹22.4 L+₹2.3 L (11.4%)Admitted-Fee/PreQual/Technical/Finance | ₹22.4 L+₹2.3 L (11.4%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹22.9 L+₹2.8 L (14.1%)Admitted-Fee/PreQual/Technical/Finance | ₹22.9 L+₹2.8 L (14.1%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | BAIJU V V L2 | AFSAL P.A L1 | SAFEER SADIQUE L3 | AL AMEEN N B L4 |
|---|---|---|---|---|---|---|---|
| 1.00KARMA LINE , MAHIMA LINE ETC | |||||||
| 1.00 | OD76597/2026-2027:Taking out existing CC Interlocking paver blocks from footpath and removal of rubbish etc. | 463.57 | sqm | 113.39 ₹52,564.54 | 112.11 ₹51,971.17 Lowest | 124.89 ₹57,895.63 | 127.87 ₹59,277.08 |
| 1.00 | 2.5.2.A:Dismantling of Structures<br> 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.<br>(II) By Mechanical Means <br> (A) Cement Concrete | 23.43 | cum | 628.21 ₹14,716.45 | 621.12 ₹14,550.36 Lowest | 691.89 ₹16,208.22 | 708.4 ₹16,594.98 |
| 1.00 | 2.5.2.B:Dismantling of Structures<br> 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.<br> (II) By Mechanical Means <br>(B) Reinforced Cement Concrete | 12.33 | cum | 1,251.62 ₹15,432.47 | 1,237.51 ₹15,258.5 Lowest | 1,378.5 ₹16,996.91 | 1,411.4 ₹17,402.56 |
| 1.00 | OD76617/2026-2027:Provinding and laying interlocking concrete block pavements using 80mm Hydarulic Blocks of approved size, design & shape laid in recquired pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness,etc. all complete as per the direction of Engineer-in-charge. | 464.98 | sqm | 927.1 ₹4,31,085.74 | 916.66 ₹4,26,231.32 Lowest | 1,021.08 ₹4,74,784.84 | 1,045.46 ₹4,86,121.13 |
| 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) | 57.05 | cum | 7,340.2 ₹4,18,780.43 | 7,257.57 ₹4,14,066.14 Lowest | 8,084.32 ₹4,61,234.71 | 8,277.24 ₹4,72,241.37 |
| 1.01 | OD76826/2026-2027:(MD.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. | 101.04 | cum | 2,620.41 ₹2,64,776.71 | 2,590.89 ₹2,61,793.89 Lowest | 2,886.06 ₹2,91,619.05 | 2,954.93 ₹2,98,577.95 |
| 1.01 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 72.03 | cum | 352.76 ₹25,409.3 | 348.78 ₹25,122.62 Lowest | 388.52 ₹27,985.1 | 397.79 ₹28,652.81 |
| 1.01 | 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 10.29 | cum | 7,192.17 ₹74,007.43 | 7,111 ₹73,172.19 Lowest | 7,921.28 ₹81,509.97 | 8,110.32 ₹83,455.19 |
| 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 74.35 | cum | 7,028.69 ₹5,22,569.04 | 6,949.51 ₹5,16,682.17 Lowest | 7,741.24 ₹5,75,545.71 | 7,925.97 ₹5,89,280.02 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
4 Aug 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
KOCHI MUNICIPAL CORPORATION
S-384/27 RENOVATION OF DRAIN AT BLAPARAMBU ROAD , KARMA LANE MAHIMA LANE AND ROAD INFRONT OF PALLURUTHY MARKET IN DIVISION 64
2026_LSGD_862430_45
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
₹50,000
7 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 |
|---|---|---|---|---|---|
| 1KARMA LINE , MAHIMA LINE ETC | |||||
| 1.001 | OD76597/2026-2027:Taking out existing CC Interlocking paver blocks from footpath and removal of rubbish etc. | 0.2 | sqm | - | - |
| 1.002 | 2.5.2.A:Dismantling of Structures<br> 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.<br>(II) By Mechanical Means <br> (A) Cement Concrete | 1 | cum | - | - |
| 1.003 | 2.5.2.B:Dismantling of Structures<br> 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.<br> (II) By Mechanical Means <br>(B) Reinforced Cement Concrete | - | cum | - | - |
| 1.004 | OD76617/2026-2027:Provinding and laying interlocking concrete block pavements using 80mm Hydarulic Blocks of approved size, design & shape laid in recquired pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness,etc. all complete as per the direction of Engineer-in-charge. | 0.2 | 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) | 1 | cum | - | - |
| 1.006 | OD76826/2026-2027:(MD.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. | 0.6 | cum | - | - |
| 1.007 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | - | - |
| 1.008 | 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 1 | cum | - | - |
| 1.009 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 0.2 | cum | - | - |
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