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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹7.4 L+₹2,355.46 (0.32%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹7.5 L+₹15,322.19 (2.08%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹7.8 L+₹43,660.98 (5.94%)Admitted-Fee/PreQual/Technical/Finance GOPURATNINKAL HOUSE ERUMATHATA PO KEEZHUMAD ALUVA | ERNAKULAM | KERALA | 680667 | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | LIJO POULOSE L4 | P.A ANTONY L2 | JOSEPH POTHEMPALLY L3 | BABU JOSEPH L1 |
|---|---|---|---|---|---|---|---|
| 1.00Rennovation of east facing bylane opposite to homeo clinic | |||||||
| 1.00 | 2.5.2.B: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 (B) Reinforced Cement Concrete | 10.8 | cum | 1,597.81 ₹17,256.35 | 1,516.35 ₹16,376.58 | 1,542.98 ₹16,664.18 | 1,511.5 ₹16,324.2 Lowest |
| 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 | 33.3 | cum | 801.96 ₹26,705.27 | 761.08 ₹25,343.96 | 774.45 ₹25,789.19 | 758.64 ₹25,262.71 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 | 24.3 | cum | 450.33 ₹10,943.02 | 427.08 ₹10,378.04 | 434.88 ₹10,567.58 | 426 ₹10,351.8 Lowest |
| 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 IV. R.C.C grade M 20 | 10.8 | cum | 10,084.78 ₹1,08,915.62 | 9,570.65 ₹1,03,363.02 | 9,738.73 ₹1,05,178.28 | 9,540 ₹1,03,032 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.51 | tonne | 1,02,446.06 ₹1,54,898.44 | 97,223.32 ₹1,47,001.66 | 98,930.75 ₹1,49,583.29 | 96,911.96 ₹1,46,530.88 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) | 10.8 | cum | 8,972.8 ₹96,906.24 | 8,515.36 ₹91,965.89 | 8,664.91 ₹93,581.03 | 8,488.09 ₹91,671.37 Lowest |
| 1.01 | OD221542/2026-2027:(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 | 27.9 | cum | 3,404.64 ₹94,989.46 | 3,174.66 ₹88,573.01 | 3,230.42 ₹90,128.72 | 3,164.52 ₹88,290.11 Lowest |
| 1.01 | OD221544/2026-2027:Providing plain cement concrete for road work P C C 1 : 2 : 4 ( 1 cement : 2 fine aggregate : 4 course aggregate ) laid in required slope. including compaction , finishing and tamping etc . complete . Maximum size of course aggregate not exceeding 25 mm , mixed in concrete mixer complete as per specification . ( 1 ) Nominal mix 1 : 2: 4 ( Modified 75.8.1 ) | 27.9 | cum | 9,379.84 ₹2,61,697.54 | 8,901.65 ₹2,48,356.04 | 9,057.98 ₹2,52,717.64 | 8,873.14 ₹2,47,560.61 Lowest |
| 1.01 | OD91852/2026-2027:Engagng Mancoolie | 6 | each | 1,149.91 ₹6,899.46 | 1,091.28 ₹6,547.68 | 1,110.45 ₹6,662.7 | 1,087.79 ₹6,526.74 Lowest |
Tender Value
₹7.6 L
EMD Value
₹19,058
Closing Date
5 Nov 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT EXECUTIVE ENGINEER
KOCHI MUNICIPAL CORPORATION PALLURUTHY ZONAL OFFICE
4857699-2026 Rennovation of the east-facing bylane opposite Amrutham Homeo Clinic on Pullardesam Veliparamba Road DIV 65
2026_LSGD_882526_1
4857699-2026 Rennovation of the east-facing bylane opposite Amrutham Homeo Clinic on Pullardesam Vel
Open Tender
Civil Works - Roads
Item Wise
KOCHI MUNICIPAL CORPORATION
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,685
Yes
₹19,058
Yes
7 Nov 2026
28 Oct 2026
6 Nov 2026
28 Oct 2026
5 Nov 2026
28 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Rennovation of east facing bylane opposite to homeo clinic | |||||
| 1.001 | 2.5.2.B: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 (B) Reinforced Cement Concrete | 10.8 | cum | - | - |
| 1.002 | 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 | 33.3 | cum | - | - |
| 1.003 | 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 | 24.3 | 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 IV. R.C.C grade M 20 | 10.8 | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.51 | tonne | - | - |
| 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) | 10.8 | cum | - | - |
| 1.007 | OD221542/2026-2027:(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 | 27.9 | cum | - | - |
| 1.008 | OD221544/2026-2027:Providing plain cement concrete for road work P C C 1 : 2 : 4 ( 1 cement : 2 fine aggregate : 4 course aggregate ) laid in required slope. including compaction , finishing and tamping etc . complete . Maximum size of course aggregate not exceeding 25 mm , mixed in concrete mixer complete as per specification . ( 1 ) Nominal mix 1 : 2: 4 ( Modified 75.8.1 ) | 27.9 | cum | - | - |
| 1.009 | OD91852/2026-2027:Engagng Mancoolie | 6 | each | - | - |
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