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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹12.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹14.1 L+₹1.4 L (11.0%)Admitted-Fee/PreQual/Technical/Finance | ₹14.1 L+₹1.4 L (11.0%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹14.8 L+₹2.2 L (17.0%)Admitted-Fee/PreQual/Technical/Finance | ₹14.8 L+₹2.2 L (17.0%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹15.3 L+₹2.6 L (20.8%)Admitted-Fee/PreQual/Technical/Finance | ₹15.3 L+₹2.6 L (20.8%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹16.0 L+₹3.3 L (26.3%)Admitted-Fee/PreQual/Technical/Finance | ₹16.0 L+₹3.3 L (26.3%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Binesh K G L3 | BAIJU V V L1 | AFSAL P.A L2 | SANOBAR P Z L5 | INTEGRATED ENTERPRISES L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00CULTUS ROAD - TO MYLANTHARA ROAD | ||||||||
| 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 | 96 | cum | 386.31 ₹37,085.76 | 330.24 ₹31,703.04 Lowest | 366.44 ₹35,178.24 | 417.22 ₹40,053.12 | 400 ₹38,400 |
| 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 | 12 | cum | 7,876.28 ₹94,515.36 | 6,733.09 ₹80,797.08 Lowest | 7,471.21 ₹89,654.52 | 8,506.38 ₹1,02,076.56 | 8,100 ₹97,200 |
| 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) | 47.25 | cum | 7,697.25 ₹3,63,695.06 | 6,580.05 ₹3,10,907.36 Lowest | 7,301.39 ₹3,44,990.68 | 8,313.03 ₹3,92,790.67 | 8,000 ₹3,78,000 |
| 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 | 18 | cum | 8,651.16 ₹1,55,720.88 | 7,395.51 ₹1,33,119.18 Lowest | 8,206.24 ₹1,47,712.32 | 9,343.25 ₹1,68,178.5 | 9,000 ₹1,62,000 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.8 | tonne | 87,882.65 ₹1,58,188.77 | 75,127.11 ₹1,35,228.8 Lowest | 83,362.96 ₹1,50,053.33 | 94,913.26 ₹1,70,843.87 | 90,000 ₹1,62,000 |
| 1.01 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 336 | sqm | 44.64 ₹14,999.04 | 38.16 ₹12,821.76 Lowest | 42.34 ₹14,226.24 | 48.21 ₹16,198.56 | 45 ₹15,120 |
| 1.01 | OD61967/2026-2027:Filling with Quarry Muck up low lying and waterlogged areas with local material/quarrymuck, spreading in layers, levelling the top at site and consolidating by ramming, etc complete for imp grade. | 24.3 | cum | 1,594.86 ₹38,755.1 | 1,363.38 ₹33,130.13 Lowest | 1,512 ₹36,741.6 | 1,722.45 ₹41,855.54 | 1,650 ₹40,095 |
| 1.01 | OD96015/2026-2027:(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 | 26.85 | cum | 2,869.66 ₹77,050.37 | 2,453.15 ₹65,867.08 Lowest | 2,722.07 ₹73,087.58 | 3,099.23 ₹83,214.33 | 2,900 ₹77,865 |
| 1.01 | OD98088/2026-2027:Providing and Laying 100 mm thick factory made cement concrete Interlocking paver block of M40 Grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 75mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer in charge. | 324 | sqm | 1,195.7 ₹3,87,406.8 | 1,022.15 ₹3,31,176.6 Lowest | 1,134.2 ₹3,67,480.8 | 1,291.35 ₹4,18,397.4 | 1,230 ₹3,98,520 |
Tender Value
₹16.9 L
EMD Value
₹42,400
Closing Date
4 Aug 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
KOCHI MUNICIPAL CORPORATION
S-218/27 CONSTRUCTION OF DRAIN AND COVERING SLAB AT PERUMPADAPPU KONAM CULTUS ROAD , OORALAKKASSERY ROAD AND STRENGTHENING OF PROTECTION WALL ON SIDE OF K C JACOB ROAD AT DIVISION 61
2026_LSGD_862430_24
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 |
|---|---|---|---|---|---|
| 1CULTUS ROAD - TO MYLANTHARA ROAD | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.006 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.007 | OD61967/2026-2027:Filling with Quarry Muck up low lying and waterlogged areas with local material/quarrymuck, spreading in layers, levelling the top at site and consolidating by ramming, etc complete for imp grade. | - | cum | - | - |
| 1.008 | OD96015/2026-2027:(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 | - | cum | - | - |
| 1.009 | OD98088/2026-2027:Providing and Laying 100 mm thick factory made cement concrete Interlocking paver block of M40 Grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 75mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer in charge. | - | sqm | - | - |
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