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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.0 LAccepted-AOC | 1 | Accepted-AOC AGREEMENT EXECUTED |
| Sl No | Description | Qty | Unit | Bibin L1 |
|---|---|---|---|---|
| 1.00DRAIN RECONSTRUCTION, INTERLOCK TILE | ||||
| 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 | 9.52 | cum | 770.99 ₹7,339.82 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 | 2.38 | cum | 8,572.11 ₹20,401.62 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) | 7.14 | cum | 8,379.03 ₹59,826.27 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 | 2.44 | cum | 9,447.77 ₹23,080.9 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.19 | tonne | 96,779.34 ₹18,678.41 Lowest |
| 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) | 4.54 | cum | 8,775.42 ₹39,840.41 Lowest |
| 1.01 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 420 | sqm | 10.8 ₹4,536 Lowest |
| 1.01 | OD395670/2024-2025:(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 | 54.66 | cum | 3,208.7 ₹1,75,371.5 Lowest |
| 1.01 | OD395667/2024-2025:Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydralic blocks of approved size, design and shape laid in crushed stone chipping 6.7mm size 100mm passing 9.5 mm and retained on 2.36mm using plate vibrator etc. as per the departmental specification | 578 | sqm | 1,109.32 ₹6,41,186.96 Lowest |
Tender Value
₹9.1 L
EMD Value
₹22,735
Closing Date
20 Jun 2025, 3:00 pmClosed
ASSISTANT EXCECUTIVE ENGINEER
assistant excecutive engineer kochi corporation zonal office edappally
EYE1/2513787/24-Interlock tile laying in New kalavath road and bylanes, Drain reconstruction in New kalavath road bylane in Div 40, Edappally Zonal, Kochi Corporation-General Civil Work
2025_LSGD_765184_23
EYE2/7600/22
Open Tender
Civil Works - Roads
Item Rate
240 days
EDAPALLY ZONAL OFFICE
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,682
₹22,735
20 Jul 2026
14 Jun 2025
21 Jun 2025
14 Jun 2025
20 Jun 2025
14 Jun 2025
Amount
DRAIN RECONSTRUCTION, INTERLOCK TILE
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
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)
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
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)
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
OD395670/2024-2025:(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
OD395667/2024-2025:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydralic blocks of approved size, design and shape laid in crushed stone chipping 6.7mm size 100mm passing 9.5 mm and retained on 2.36mm using plate vibrator etc. as per the departmental specification
OD395668/2024-2025:Engaging man coolie
Bidder Name
Bibin
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