Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹2.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.0 L+₹48,331.74 (19.5%)Admitted-Fee/PreQual/Technical/Finance | ₹3.0 L+₹48,331.74 (19.5%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹3.0 L+₹48,341.05 (19.5%)Admitted-Fee/PreQual/Technical/Finance | ₹3.0 L+₹48,341.05 (19.5%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | A S SHAJAHAN L2 | P S MANOJ KUMAR L1 | KHADIRKUNJU A S L3 |
|---|---|---|---|---|---|---|
| 1.00interlocking | ||||||
| 1.00 | OD22169/2026-2027:Sectioning up to 150mm and forming and forming for new road way by clearing the road way any debris levelling cambering etc complete | 188.2 | sqm | 62.4 ₹11,743.68 | 52.23 ₹9,829.69 Lowest | 62.4 ₹11,743.68 |
| 1.00 | 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 | 14.12 | cum | 3,337.78 ₹47,112.76 | 2,793.81 ₹39,434.63 Lowest | 3,337.88 ₹47,114.18 |
| 1.00 | OD22171/2026-2027:od1262281/2021_2022 :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. | 182.2 | sqm | 1,188.17 ₹2,16,484.57 | 994.53 ₹1,81,203.37 Lowest | 1,188.21 ₹2,16,491.86 |
| 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) | 2.31 | cum | 9,186.44 ₹21,220.68 | 7,689.29 ₹17,762.26 Lowest | 9,186.7 ₹21,221.28 |
Tender Value
₹3.0 L
EMD Value
₹7,414
Closing Date
23 Jul 2026, 6:00 pmClosed
Assistant Engineer
O/o of Assistant Engineer LID EW Vazhakkkulam
Annual Plan-VZKLM GP 126/ 2026-27- Puliykkakkudy Konnamkudy Ashkar Lane Interlocking Tile Paving Ward-13-
2026_LSGD_860620_5
01/AE/LIDEW/VZKLM/26-27
Open Tender
Civil Works - Roads
Item Rate
270 days
Marampilly
Please refer Tender documents.
7 documents required · 7 mandatory
₹655
Yes
₹7,414
Yes
25 Jul 2026
16 Jul 2026
25 Jul 2026
16 Jul 2026
23 Jul 2026
16 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1interlocking | |||||
| 1.001 | OD22169/2026-2027:Sectioning up to 150mm and forming and forming for new road way by clearing the road way any debris levelling cambering etc complete | 1 | sqm | - | - |
| 1.002 | 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 | - | - |
| 1.003 | OD22171/2026-2027:od1262281/2021_2022 :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. | 1 | sqm | - | - |
| 1.004 | 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 | - | - |
stage.html
html • 0.02 MB
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
Tendernotice_1.pdf
PDF • 1.03 MB
Tendernotice_2.pdf
PDF • 0.31 MB
viewnit126.pdf
Tender Documents • 0.03 MB
viewsbd126.pdf
Tender Documents • 1.63 MB
BOQ_1455373.xls
BOQ • 0.30 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 .