Loading
Loading…
Loading…
Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 LAccepted-AOC | L1 | Accepted-AOC Lowest |
| Sl No | Description | Qty | Unit | V O Jose L1 |
|---|---|---|---|---|
| 1.00Appendix A - Plassumparambu road | ||||
| 1.00 | OD526374/2024-2025:Filling up low lying and waterlogged areas with local material/ quarry muck, spreading in layers, levelling the top at site, and consolidation by ramming, etc complete for improving CBR of subgrade. | 5.7 | sqm | 1,803 ₹10,277.1 Lowest |
| 1.00 | OD521781/2024-2025: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.
Material M | 51 | sqm | 1,109 ₹56,559 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) | 0.83 | cum | 8,775 ₹7,265.7 Lowest |
| 2.00Appendix B - Ittithara road | ||||
| 2.00 | 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. | 135 | sqm | 10.8 ₹1,458 Lowest |
| 2.00 | OD526333/2024-2025:Filling up low lying and waterlogged areas with local material/ quarry muck, spreading in layers, levelling the top at site, and consolidation by ramming, etc complete for improving CBR of subgrade. | 27 | sqm | 1,803 ₹48,681 Lowest |
| 2.00 | 6.1.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 | 18 | cum | 3,267 ₹58,806 Lowest |
| 2.00 | OD521785/2024-2025:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic
blocks of approved size, design &amp; 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.
Material M | 170 | sqm | 1,109 ₹1,88,530 Lowest |
| 2.00 | 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) | 1.54 | cum | 8,775 ₹13,513.5 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,587
Closing Date
25 Jun 2025, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE
O/o The Assistant Engineer LID EW Section Kottuvally GP
Annual Plan-KTVLY GP 2024-25 Plasumparambu road and Ittithara road Balance work ward 8-Project No.352/25 Retender
2025_LSGD_769906_1
5/2025-26/AE/LIDEW/KTVLY
Open Tender
Civil Works - Roads
Item Rate
180 days
kottuvally
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,587
Yes
7 Sept 2025
18 Jun 2025
26 Jun 2025
18 Jun 2025
25 Jun 2025
18 Jun 2025
Amount
Appendix A - Plassumparambu road
OD526374/2024-2025:Filling up low lying and waterlogged areas with local material/ quarry muck, spreading in layers, levelling the top at site, and consolidation by ramming, etc complete for improving CBR of subgrade.
OD521781/2024-2025:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design &amp; 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. Material M
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)
Appendix B - Ittithara road
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.
OD526333/2024-2025:Filling up low lying and waterlogged areas with local material/ quarry muck, spreading in layers, levelling the top at site, and consolidation by ramming, etc complete for improving CBR of subgrade.
6.1.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
OD521785/2024-2025:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design &amp; 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. Material M
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)
Appendix C Side Protection
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20
Bidder Name
V O Jose
stage.html
html • 0.03 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1255970.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .