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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹13.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹14.2 L+₹82,683.65 (6.17%)Admitted-Fee/PreQual/Technical/Finance | ₹14.2 L+₹82,683.65 (6.17%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MOOSA K.I. L2 | M.I Muhammed Kunju L1 |
|---|---|---|---|---|---|
| 1.00MAINTENANCE | |||||
| 1.00 | 2.5.2.A:Dismantling of Structures 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.(II) By Mechanical Means (A) Cement Concrete | 3 | cum | 660.44 ₹1,981.32 | 617.2 ₹1,851.6 Lowest |
| 1.00 | OD84053/2026-2027:Filling with quarry muck: Filling up low lying and waterlogged areas with local material/
quarry muck, spreading in layers, levelling the top at site | 9.36 | cum | 1,531.07 ₹14,330.82 | 1,430.82 ₹13,392.48 Lowest |
| 1.00 | OD84050/2026-2027: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 | 9.36 | cum | 2,754.87 ₹25,785.58 | 2,574.5 ₹24,097.32 Lowest |
| 1.00 | OD84051/2026-2027:Providing and laying of interlocking concrete block pavements using 80mm 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 Engineer in Charge. | 62.4 | sqm | 974.68 ₹60,820.03 Lowest | 1,079.1 ₹67,335.84 |
| 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 | 177.6 | cum | 370.86 ₹65,864.74 | 346.58 ₹61,552.61 Lowest |
| 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 15.16 | cum | 7,561.23 ₹1,14,628.25 | 7,066.15 ₹1,07,122.83 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) | 80.2 | cum | 7,389.36 ₹5,92,626.67 | 6,905.54 ₹5,53,824.31 Lowest |
| 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 | 33.59 | cum | 8,305.11 ₹2,78,927.12 | 7,761.33 ₹2,60,664.27 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 2.52 | tonne | 84,367.34 ₹2,12,521.33 | 78,843.29 ₹1,98,606.25 Lowest |
Tender Value
₹16.9 L
EMD Value
₹42,400
Closing Date
4 Aug 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
KOCHI MUNICIPAL CORPORATION
S.67/27-CONSTRUCTION OF DRAIN COVERING SLAB AND CONCRETING AT VEEKSHANAM ROAD KALABHAVAN ROAD EAST SIDE OF RAIL AT VEEKSHANAM ROAD BANERJI ROAD BYLANE OPP METRO PILLAR 661/1 NEAR METELEX IN DIV-14
2026_LSGD_862430_7
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
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 |
|---|---|---|---|---|---|
| 1MAINTENANCE | |||||
| 1.001 | 2.5.2.A:Dismantling of Structures 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.(II) By Mechanical Means (A) Cement Concrete | - | cum | - | - |
| 1.002 | OD84053/2026-2027:Filling with quarry muck: Filling up low lying and waterlogged areas with local material/
quarry muck, spreading in layers, levelling the top at site | 1 | cum | - | - |
| 1.003 | OD84050/2026-2027: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 | - | - |
| 1.004 | OD84051/2026-2027:Providing and laying of interlocking concrete block pavements using 80mm 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 Engineer in Charge. | 1 | sqm | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | - | cum | - | - |
| 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 | 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 | - | - |
| 1.009 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
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