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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.0 LAdmitted-Fee/PreQual/Technical/Finance KIZHAKKEKARA HOUSE KAKKANAD THRIKKAKARA MUNICIPALITY KAKKANAD | THRISSUR | KERALA | 680667 | ₹21.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹21.2 L+₹19,210.50 (0.92%)Admitted-Fee/PreQual/Technical/Finance N A | NA | NA | 121004 | ₹21.2 L+₹19,210.50 (0.92%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹21.3 L+₹33,810.41 (1.61%)Admitted-Fee/PreQual/Technical/Finance | ₹21.3 L+₹33,810.41 (1.61%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Renjish G L3 | Aemond Ventures Pvt Ltd L2 | MOHAMMED AJFAR K K L1 |
|---|---|---|---|---|---|---|
| 1.00Renovation Of John Alunkal road bye roads | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 1,382 | sqm | 13 ₹17,966 | 13 ₹17,966 | 10 ₹13,820 Lowest |
| 1.00 | 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 with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 138.2 | cum | 2,803 ₹3,87,374.6 | 2,575 ₹3,55,865 | 2,500 ₹3,45,500 Lowest |
| 1.00 | OD62315/2026-2027:Providing and laying of interlocking concrete block pavements using80 mm M40 Hydraulic blocks of approved size , design & shape , laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness , etc compete as per the direction of Engineer in charge . | 1,382 | sqm | 974 ₹13,46,068 | 1,000 ₹13,82,000 | 970 ₹13,40,540 Lowest |
| 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 | 66.8 | cum | 370 ₹24,716 | 375 ₹25,050 | 350 ₹23,380 Lowest |
| 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 1.2 | cum | 7,561 ₹9,073.2 | 7,100 ₹8,520 Lowest | 8,000 ₹9,600 |
| 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) | 31.6 | cum | 7,389 ₹2,33,492.4 | 7,100 ₹2,24,360 Lowest | 7,900 ₹2,49,640 |
| 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 | 3.36 | cum | 8,305 ₹27,904.8 | 7,100 ₹23,856 Lowest | 8,400 ₹28,224 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.34 | tonne | 84,367 ₹28,347.31 | 80,000 ₹26,880 Lowest | 85,000 ₹28,560 |
| 1.01 | 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) | 5.47 | cum | 7,716 ₹42,245.1 | 7,100 ₹38,872.5 Lowest | 8,200 ₹44,895 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
11 Aug 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
KOCHI MUNICIPAL CORPORATION
S.432/27-Road Improvements of Kizhipilly Line - V C Kannan Road - Pandarachira Byline
2026_LSGD_863449_47
Kochi municipal Corporation CCPC3/27603/22(3)
Open Tender
Civil Works - Roads
Item Rate
180 days
ERNAKULAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,950
₹50,000
18 Aug 2026
4 Aug 2026
13 Aug 2026
4 Aug 2026
11 Aug 2026
4 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Renovation Of John Alunkal road bye roads | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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 | 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 with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 1 | cum | - | - |
| 1.003 | OD62315/2026-2027:Providing and laying of interlocking concrete block pavements using80 mm M40 Hydraulic blocks of approved size , design & shape , laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness , etc compete as per the direction of Engineer in charge . | - | sqm | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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 | 1 | cum | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 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 | 1 | cum | - | - |
| 1.008 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.009 | 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 | - | - |
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