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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹11.2 LAccepted-Finance | ₹11.2 L | 1 | Accepted-Finance ACCEPTED |
| 2 | 2₹11.4 L+₹13,329.23 (1.19%)Rejected-Finance | ₹11.4 L+₹13,329.23 (1.19%) | 2 | Rejected-Finance REJECTED |
| 3 | Rejected-Technical | - | - | Rejected-Technical REJECTED |
| 4 | Rejected-Technical | - | - | Rejected-Technical REJECTED |
| Sl No | Description | Qty | Unit | AFSAL P.A L1 | Binesh K G L3 | SANOBAR P Z L4 | ZAKKEERBABU L2 |
|---|---|---|---|---|---|---|---|
| 1.00Interlock tile laying for SVD street in divison 65 of Palluruthyzonal | |||||||
| 1.00 | 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. | 760 | sqm | 42.34 ₹32,178.4 | 46.43 ₹35,286.8 | 40 ₹30,400 Lowest | 50 ₹38,000 |
| 1.00 | OD80932/2026-2027:Filling up low laying and water logged areas with quarry muck spreading in layers level ling the
top at side and consolidation by ramming etc.complete. | 76.5 | cum | 786.45 ₹60,163.43 Lowest | 862.26 ₹65,962.89 | 900 ₹68,850 | 850 ₹65,025 |
| 1.00 | 2.5.2.A:Dismantling of Structures<br> 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.<br>(II) By Mechanical Means <br> (A) Cement Concrete | 0.5 | cum | 652.57 ₹326.29 | 715.48 ₹357.74 | 700 ₹350 | 600 ₹300 Lowest |
| 1.00 | 2.5.2.B:Dismantling of Structures<br> 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.<br> (II) By Mechanical Means <br>(B) Reinforced Cement Concrete | 2.6 | cum | 1,300.17 ₹3,373.94 | 1,425.5 ₹3,699.17 | 1,000 ₹2,595 Lowest | 1,200 ₹3,114 |
| 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 | 1.64 | cum | 8,206.24 ₹13,417.2 Lowest | 8,997.21 ₹14,710.44 | 9,000 ₹14,715 | 8,500 ₹13,897.5 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.26 | tonne | 83,362.96 ₹21,591.01 Lowest | 91,397.95 ₹23,672.07 | 1,00,000 ₹25,900 | 90,000 ₹23,310 |
| 1.01 | 4.1.A.1: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 | 76.4 | cum | 2,770.44 ₹2,11,661.62 | 3,037.47 ₹2,32,062.71 | 3,200 ₹2,44,480 | 2,325 ₹1,77,630 Lowest |
| 1.01 | OD55184/2026-2027:OD154546/2025-2026
OD361205/2023-2024 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 6 mm stone aggregate of 50 mm average thickness , etc . all complete as per the direction of Engineer - in-charge. | 764 | sqm | 963.07 ₹7,35,785.48 Lowest | 1,055.9 ₹8,06,707.6 | 1,150 ₹8,78,600 | 1,000 ₹7,64,000 |
| 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) | 4.2 | cum | 7,624.98 ₹32,024.92 Lowest | 8,359.92 ₹35,111.66 | 9,100 ₹38,220 | 8,500 ₹35,700 |
Tender Value
₹13.6 L
EMD Value
₹33,900
Closing Date
21 Jul 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
KOCHI MUNICIPAL CORPORATION
S.390/27 Rennovation of SVD lane street in division in division 65
2026_LSGD_860041_26
Kochi municipal Corporation CCPC3/27603/22(1)
Open Tender
Civil Works - Roads
Item Rate
180 days
ERNAKULAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,950
₹33,900
3 Sept 2026
14 Jul 2026
23 Jul 2026
14 Jul 2026
21 Jul 2026
14 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Interlock tile laying for SVD street in divison 65 of Palluruthyzonal | |||||
| 1.001 | 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 | - | - |
| 1.002 | OD80932/2026-2027:Filling up low laying and water logged areas with quarry muck spreading in layers level ling the
top at side and consolidation by ramming etc.complete. | - | cum | - | - |
| 1.003 | 2.5.2.A:Dismantling of Structures<br> 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.<br>(II) By Mechanical Means <br> (A) Cement Concrete | - | cum | - | - |
| 1.004 | 2.5.2.B:Dismantling of Structures<br> 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.<br> (II) By Mechanical Means <br>(B) Reinforced Cement Concrete | - | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.007 | 4.1.A.1: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 | - | cum | - | - |
| 1.008 | OD55184/2026-2027:OD154546/2025-2026
OD361205/2023-2024 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 6 mm stone aggregate of 50 mm average thickness , etc . all complete as per the direction of Engineer - in-charge. | - | sqm | - | - |
| 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) | - | cum | - | - |
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