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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹13.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹13.5 L+₹47,661.62 (3.67%)Admitted-Fee/PreQual/Technical/Finance | ₹13.5 L+₹47,661.62 (3.67%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹14.0 L+₹1.1 L (8.14%)Admitted-Fee/PreQual/Technical/Finance KATHANAPARAMBIL PUTHENVELIKKARA COCHI MUNICIPAL CORPORATION KOCHI | KOCHI | ERNAKULAM | KERALA | ₹14.0 L+₹1.1 L (8.14%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹14.6 L+₹1.6 L (12.1%)Admitted-Fee/PreQual/Technical/Finance | ₹14.6 L+₹1.6 L (12.1%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹15.3 L+₹2.3 L (17.5%)Admitted-Fee/PreQual/Technical/Finance | ₹15.3 L+₹2.3 L (17.5%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | BAIJU A A L4 | A H NAZAR L1 | BENEESH KR L3 | JINAS K A L2 | INTEGRATED ENTERPRISES L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Drainage work & interlock tile laying | ||||||||
| 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. | 498 | sqm | 13.77 ₹6,857.46 | 12.28 ₹6,115.44 | 13 ₹6,474 | 5 ₹2,490 Lowest | 14 ₹6,972 |
| 1.00 | OD95689/2026-2027: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 | 66.44 | cum | 2,818.42 ₹1,87,255.82 | 2,513.93 ₹1,67,025.51 | 820 ₹54,480.8 Lowest | 1,800 ₹1,19,592 | 2,900 ₹1,92,676 |
| 1.00 | OD95695/2026-2027:Providing and laying of interlocking concrete block pavements using 80mm M40 hydraulic blocks of approved size , design, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50 mm average thickness , etc . All complete as per the direction of Engineer in Charge. | 631.2 | sqm | 997.77 ₹6,29,792.42 | 889.97 ₹5,61,749.06 Lowest | 1,160 ₹7,32,192 | 1,100 ₹6,94,320 | 1,050 ₹6,62,760 |
| 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) | 4.59 | cum | 7,899.67 ₹36,259.49 | 7,046.22 ₹32,342.15 | 7,642 ₹35,076.78 | 7,000 ₹32,130 Lowest | 8,300 ₹38,097 |
| 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) | 25.73 | cum | 7,564.42 ₹1,94,647.66 | 6,747.19 ₹1,73,618.69 Lowest | 7,318 ₹1,88,306.78 | 7,000 ₹1,80,124 | 7,950 ₹2,04,569.4 |
| 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<br> IV. R.C.C grade M 20 | 13.79 | cum | 8,501.87 ₹1,17,283.3 | 7,583.36 ₹1,04,612.45 | 8,225 ₹1,13,463.88 | 7,000 ₹96,565 Lowest | 8,900 ₹1,22,775.5 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.96 | tonne | 86,366.04 ₹83,170.5 | 77,035.42 ₹74,185.11 Lowest | 83,563 ₹80,471.17 | 85,000 ₹81,855 | 90,500 ₹87,151.5 |
| 1.01 | OD95708/2026-2027:Engaging Mancoolies. | 30 | Day | 969.42 ₹29,082.6 | 864.69 ₹25,940.7 Lowest | 937 ₹28,110 | 900 ₹27,000 | 1,020 ₹30,600 |
| 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 | 43.7 | cum | 379.65 ₹16,590.71 | 338.63 ₹14,798.13 | 366 ₹15,994.2 | 200 ₹8,740 Lowest | 400 ₹17,480 |
Tender Value
₹16.9 L
EMD Value
₹42,400
Closing Date
4 Aug 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
KOCHI MUNICIPAL CORPORATION
S 190/27-Drain raising and covering slab at Konthuruthy from St.Johns road to railway under pass , drain construction at Yatch club road seond main extension road, Drain maintenanace at Konthuruthy sreepuram road, Div 52
2026_LSGD_862430_16
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 |
|---|---|---|---|---|---|
| 1Drainage work & interlock tile laying | |||||
| 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 | OD95689/2026-2027: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 | - | - |
| 1.003 | OD95695/2026-2027:Providing and laying of interlocking concrete block pavements using 80mm M40 hydraulic blocks of approved size , design, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50 mm average thickness , etc . All complete as per the direction of Engineer in Charge. | - | 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) | 1 | cum | - | - |
| 1.005 | 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) | 1 | cum | - | - |
| 1.006 | 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 | 1 | cum | - | - |
| 1.007 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.008 | OD95708/2026-2027:Engaging Mancoolies. | - | Day | - | - |
| 1.009 | 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 | - | - |
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