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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹13.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹13.6 L+₹1,186.59 (0.09%)Admitted-Fee/PreQual/Technical/Finance | ₹13.6 L+₹1,186.59 (0.09%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹15.3 L+₹1.7 L (12.8%)Admitted-Fee/PreQual/Technical/Finance | ₹15.3 L+₹1.7 L (12.8%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | JOSEPH POTHEMPALLY L2 | BAIJU V V L1 | AL AMEEN N B L3 |
|---|---|---|---|---|---|---|
| 1.00Road and drain works | ||||||
| 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 | 9.84 | cum | 628.76 ₹6,183.85 | 628.21 ₹6,178.45 Lowest | 708.4 ₹6,967.11 |
| 1.00 | 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 | 51.14 | cum | 353.07 ₹18,056 | 352.76 ₹18,040.15 Lowest | 397.79 ₹20,342.98 |
| 1.00 | 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 4.85 | cum | 7,198.47 ₹34,912.58 | 7,192.17 ₹34,882.02 Lowest | 8,110.32 ₹39,335.05 |
| 1.00 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 9.63 | cum | 7,034.85 ₹67,745.61 | 7,028.69 ₹67,686.28 Lowest | 7,925.97 ₹76,327.09 |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 11.05 | cum | 7,906.67 ₹87,368.7 | 7,899.74 ₹87,292.13 Lowest | 8,908.22 ₹98,435.83 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.18 | tonne | 80,319.72 ₹94,777.27 | 80,249.41 ₹94,694.3 Lowest | 90,494.02 ₹1,06,782.94 |
| 1.01 | OD76612/2026-2027:Filling up iow lying and waterlogged areas with local material/Quarry muck,spreading in layers levelling the top at site and consolidation by ramming etc, complete for improving the cbr value of subgrade. | 12 | cum | 757.75 ₹9,093 | 757.08 ₹9,084.96 Lowest | 853.73 ₹10,244.76 |
| 1.01 | OD76613/2026-2027:(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 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 by RAMMING to achieve the desired density, complete as per
Technical Specification Clause 401.
(i) For Grading I Material
Unit = cum Taking output = 300 cum | 28.28 | cum | 2,622.7 ₹74,169.96 | 2,620.41 ₹74,105.19 Lowest | 2,954.93 ₹83,565.42 |
| 1.01 | 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 | 37.71 | cum | 2,669.3 ₹1,00,653.96 | 2,666.97 ₹1,00,566.1 Lowest | 3,007.43 ₹1,13,404.17 |
Tender Value
₹16.9 L
EMD Value
₹42,400
Closing Date
4 Aug 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
KOCHI MUNICIPAL CORPORATION
S-216/27 RENOVATION OF DRAIN AT SHANKTHARA ROAD,REVAMMA BABU ROAD BYELANE , MA MATHEW ROAD , K KARUNAKARAN ROAD BYELANE AT DIVISION-60
2026_LSGD_862430_23
Kochi municipal Corporation CCPC3/27603/22(2)
Open Tender
Civil Works - Canal
Item Rate
180 days
ERNAKULAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,950
₹42,400
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 |
|---|---|---|---|---|---|
| 1Road and drain works | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 1 | cum | - | - |
| 1.004 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 1.005 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | - | cum | - | - |
| 1.006 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
| 1.007 | OD76612/2026-2027:Filling up iow lying and waterlogged areas with local material/Quarry muck,spreading in layers levelling the top at site and consolidation by ramming etc, complete for improving the cbr value of subgrade. | - | cum | - | - |
| 1.008 | OD76613/2026-2027:(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 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 by RAMMING to achieve the desired density, complete as per
Technical Specification Clause 401.
(i) For Grading I Material
Unit = cum Taking output = 300 cum | - | cum | - | - |
| 1.009 | 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 | 1 | cum | - | - |
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