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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹20.5 LAccepted-AOC | 1 | Accepted-AOC AGREEMENT EXECUTED | |
| 2 | 2₹21.1 L+₹58,465.13 (2.85%)Rejected-Finance | 2 | Rejected-Finance REJECTED | |
| 3 | Rejected-Technical | - | Rejected-Technical REJECTED | |
| 4 | Rejected-Technical | - | Rejected-Technical REJECTED | |
| 5 | Rejected-Technical | - | Rejected-Technical REJECTED |
| Sl No | Description | Qty | Unit | BAIJU A A L4 | VALIYAKATH ENTERPRISES L5 | A H NAZAR L1 | M.I Muhammed Kunju L3 | C K NAZEER L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road | ||||||||
| 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 | 47.27 | cum | 2,970.38 ₹1,40,415.8 | 3,020.78 ₹1,42,798.31 | 2,693.67 ₹1,27,335.17 Lowest | 2,717.03 ₹1,28,439.44 | 2,770.44 ₹1,30,964.24 |
| 1.00 | OD74675/2026-2027:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointedwith neatcement slurry mixed with pigment to match the shade of tiles, including rubbing andcleaning
etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Ordinarycement without any pigment | 156.22 | sqm | 1,094.15 ₹1,70,928.11 | 1,112.72 ₹1,73,829.12 | 992.22 ₹1,55,004.61 Lowest | 1,000.83 ₹1,56,349.66 | 1,020.5 ₹1,59,422.51 |
| 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 | 25.52 | cum | 1,098.07 ₹28,017.26 | 1,116.7 ₹28,492.6 | 995.77 ₹25,407.07 Lowest | 1,004.41 ₹25,627.52 | 1,024.15 ₹26,131.19 |
| 1.00 | OD74453/2026-2027: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 Engineerin-charge | 397.2 | sqm | 1,032.58 ₹4,10,140.78 | 1,050.1 ₹4,17,099.72 | 936.39 ₹3,71,934.11 Lowest | 1,090.71 ₹4,33,230.01 | 963.07 ₹3,82,531.4 |
| 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 | 22.93 | cum | 392.89 ₹9,010.93 | 399.56 ₹9,163.91 | 356.29 ₹8,171.51 Lowest | 359.38 ₹8,242.38 | 366.45 ₹8,404.53 |
| 1.01 | 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 | 3.2 | cum | 8,010.4 ₹25,633.28 | 8,146.32 ₹26,068.22 | 7,264.18 ₹23,245.38 Lowest | 7,327.19 ₹23,447.01 | 7,471.21 ₹23,907.87 |
| 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) | 12.29 | cum | 8,175.27 ₹1,00,433.19 | 8,313.99 ₹1,02,137.37 | 7,413.69 ₹91,077.18 Lowest | 7,478 ₹91,867.23 | 7,624.98 ₹93,672.88 |
| 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) | 36.16 | cum | 7,828.33 ₹2,83,111.55 | 7,961.16 ₹2,87,915.35 | 7,099.07 ₹2,56,737.87 Lowest | 7,160.64 ₹2,58,964.55 | 7,301.39 ₹2,64,054.77 |
| 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 | 15.7 | cum | 8,798.48 ₹1,38,136.14 | 8,947.77 ₹1,40,479.99 | 7,978.84 ₹1,25,267.79 Lowest | 8,048.05 ₹1,26,354.39 | 8,206.24 ₹1,28,837.97 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
21 Jul 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
KOCHI MUNICIPAL CORPORATION
S- 86/27 Bernad colony road chiralayikadav market bylane puthuvassery paramb bylane drain-road maintenance footpath at krishnan nair road culvert bridges and handrails in div 4
2026_LSGD_860041_8
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
₹50,000
29 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 |
|---|---|---|---|---|---|
| 1Road | |||||
| 1.001 | 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 | - | - |
| 1.002 | OD74675/2026-2027:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointedwith neatcement slurry mixed with pigment to match the shade of tiles, including rubbing andcleaning
etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Ordinarycement without any pigment | 1 | sqm | - | - |
| 1.003 | 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 | - | - |
| 1.004 | OD74453/2026-2027: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 Engineerin-charge | 1 | sqm | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | - | cum | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 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 | 1 | cum | - | - |
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