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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹24.0 LAccepted-AOC | ₹24.0 L | 1 | Accepted-AOC AGREEMENT EXECUTED |
| 2 | 2₹24.3 L+₹26,692.71 (1.11%)Rejected-Finance | ₹24.3 L+₹26,692.71 (1.11%) | 2 | Rejected-Finance REJECTED |
| 3 | Rejected-Technical | - | - | Rejected-Technical REJECTED |
| 4 | Rejected-Technical KERALA KL | - | - | Rejected-Technical REJECTED |
| 5 | Rejected-Technical | - | - | Rejected-Technical REJECTED |
| Sl No | Description | Qty | Unit | Anoop Kumar A K L7 | M.I Muhammed Kunju L4 | SANOBAR P Z L5 | BAIJU A A L2 | MARY MUTTUNKAL TRADERS L1 | HASEEM HAMZA L6 | ZAKKEERBABU L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00maintenance | ||||||||||
| 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 | 138.82 | cum | 441.5 ₹61,289.03 | 366 ₹50,808.12 | 400 ₹55,528 | 362.03 ₹50,257 | 358.05 ₹49,704.5 | 397.35 ₹55,160.13 | 300 ₹41,646 Lowest |
| 1.00 | 2.5.1.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. (I) By Manual Means (B) Cement Concrete | 36.7 | cum | 1,233.92 ₹45,278.69 | 1,022.92 ₹37,536.05 | 1,000 ₹36,695 Lowest | 1,011.81 ₹37,128.37 | 1,000.7 ₹36,720.69 | 1,116.7 ₹40,977.31 | 1,000 ₹36,695 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 | 13.1 | cum | 9,001.46 ₹1,17,919.13 | 7,462.21 ₹97,754.95 | 8,000 ₹1,04,800 | 7,381.2 ₹96,693.72 | 7,300.18 ₹95,632.36 | 8,146.32 ₹1,06,716.79 | 7,000 ₹91,700 Lowest |
| 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 48.85 | cum | 8,796.86 ₹4,29,770.6 | 7,292.6 ₹3,56,279.97 | 7,900 ₹3,85,954.5 | 7,213.43 ₹3,52,412.12 | 7,134.25 ₹3,48,543.78 | 7,961.16 ₹3,88,942.47 | 7,000 ₹3,41,985 Lowest |
| 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) | 3.55 | cum | 9,186.73 ₹32,612.89 | 7,615.8 ₹27,036.09 | 8,500 ₹30,175 | 7,533.12 ₹26,742.58 | 7,450.43 ₹26,449.03 Lowest | 8,313.99 ₹29,514.66 | 7,500 ₹26,625 |
| 1.01 | 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 | 57.83 | cum | 3,337.88 ₹1,93,012.91 | 2,767.1 ₹1,60,007.56 | 3,000 ₹1,73,475 | 2,737.06 ₹1,58,270.49 | 2,707.02 ₹1,56,533.43 | 3,020.78 ₹1,74,676.6 | 2,500 ₹1,44,562.5 Lowest |
| 1.01 | OD363795/2025-2026:(MD 75.8.1) Providing Plain cement concrete for ROAD WORK EXCLUSIVE OF
FORMWORK CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope
and camber in panels (@ 3 m c/c) as required including compaction USING NEEDLE
VIBRATOR, finishing and tamping etc .complete. Max. size of course aggregate not exceeding
25mm , mixed in concrete mixer etc complete as per
specification
(i) Nominal mix (1:2:4) Modified 75.8.1 | 77.86 | cum | 9,563.75 ₹7,44,633.58 | 7,928.35 ₹6,17,301.33 | 8,600 ₹6,69,596 | 7,842.28 ₹6,10,599.92 | 7,756.2 ₹6,03,897.73 | 8,655.19 ₹6,73,893.09 | 7,500 ₹5,83,950 Lowest |
| 1.01 | OD375280/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm 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. | 233.75 | sqm | 1,160.33 ₹2,71,227.14 | 1,090.71 ₹2,54,953.46 | 1,050 ₹2,45,437.5 | 951.47 ₹2,22,406.11 | 941.02 ₹2,19,963.43 Lowest | 1,050.1 ₹2,45,460.88 | 1,100 ₹2,57,125 |
| 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 | 50.79 | cum | 9,887.04 ₹5,02,123.21 | 8,196.35 ₹4,16,259.83 | 8,800 ₹4,46,916.8 | 8,107.37 ₹4,11,740.89 | 8,018.38 ₹4,07,221.45 | 8,947.77 ₹4,54,421.45 | 7,000 ₹3,55,502 Lowest |
Tender Value
₹29.7 L
EMD Value
₹50,000
Closing Date
19 Feb 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
KOCHI MUNICIPAL CORPORATION
S-1722/26-Renovation of Mother theresa,Assisi sadan,sangamam residence ,NH road,etc in Div-12
2026_LSGD_835125_12
Kochi municipal Corporation CCPC4/44073/22(32)
Open Tender
Civil Works - Roads
Item Rate
90 days
ERNAKULAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,950
₹50,000
3 Sept 2026
12 Feb 2026
21 Feb 2026
12 Feb 2026
19 Feb 2026
12 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1maintenance | |||||
| 1.001 | 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 | - | - |
| 1.002 | 2.5.1.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. (I) By Manual Means (B) Cement Concrete | - | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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) | 1 | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | - | cum | - | - |
| 1.007 | OD363795/2025-2026:(MD 75.8.1) Providing Plain cement concrete for ROAD WORK EXCLUSIVE OF
FORMWORK CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope
and camber in panels (@ 3 m c/c) as required including compaction USING NEEDLE
VIBRATOR, finishing and tamping etc .complete. Max. size of course aggregate not exceeding
25mm , mixed in concrete mixer etc complete as per
specification
(i) Nominal mix (1:2:4) Modified 75.8.1 | 1 | cum | - | - |
| 1.008 | OD375280/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm 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. | - | sqm | - | - |
| 1.009 | 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 | - | - |
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