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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.6 LAccepted-AOC | ₹7.6 L | 1 | Accepted-AOC AGREEMENT EXECUTED |
| 2 | Rejected-Technical | - | - | Rejected-Technical REJECTED |
| Sl No | Description | Qty | Unit | MOOSA K.I. L2 | K S SREEKUMAR L1 |
|---|---|---|---|---|---|
| 1.00Interlocking | |||||
| 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 | 7.53 | cum | 762.65 ₹5,742.75 | 705 ₹5,308.65 |
| 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 | 9.28 | cum | 428.26 ₹3,974.25 | 395 ₹3,665.60 |
| 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 | 2.54 | cum | 8,731.42 ₹22,177.81 | 8,073 ₹20,505.42 |
| 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) | 11.69 | cum | 8,532.95 ₹99,750.19 | 7,890 ₹92,234.10 |
| 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) | 6.21 | cum | 8,911.13 ₹55,302.47 | 8,239 ₹51,131.23 |
| 1.01 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 11 | cum | 1,779.06 ₹19,569.66 | 1,645 ₹18,095 |
| 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 | 2.1 | cum | 9,590.43 ₹20,139.90 | 8,868 ₹18,622.80 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.17 | tonne | 97,424.19 ₹16,367.26 | 90,091 ₹15,135.29 |
| 1.01 | OD394433/2025-2026:Engaging man coolie | 10 | each | 1,093.54 ₹10,935.40 | 1,010 ₹10,100 |
Tender Value
₹8.5 L
EMD Value
₹21,200
Closing Date
19 Feb 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
KOCHI MUNICIPAL CORPORATION
S.1768/26-MAINTENANCE OF DRAIN AND TILE PAVING AT K P VALLON ROAD, SMARTO ROAD, KADAVANTHRA SRI MURUGA TEMPLE TO HOMOEO DISPENSARY FRIENDSHIP NAGAR JUSTICE KRISHNA IYER ROAD BYLANE PANAMPILLY NAGAR NEAR LINK HEIGHTS
2026_LSGD_826184_18
Kochi municipal Corporation CCPC4/44073/22(30)
Open Tender
Civil Works - Canal
180 days
ERNAKULAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,010
₹21,200
17 Jun 2026
12 Feb 2026
21 Feb 2026
12 Feb 2026
19 Feb 2026
12 Feb 2026
Interlocking
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
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
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
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)
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)
2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
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
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD394433/2025-2026:Engaging man coolie
OD404140/2025-2026:(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 atOMC, and compacting by Ramming to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
OD394434/2025-2026:6.7.1 Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
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