Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹3.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.1 L+₹58,122.58 (16.6%)Admitted-Fee/PreQual/Technical/Finance | ₹4.1 L+₹58,122.58 (16.6%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.4 L+₹85,108.60 (24.3%)Admitted-Fee/PreQual/Technical/Finance | ₹4.4 L+₹85,108.60 (24.3%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MURALI P N L2 | ROJO JOSE L3 | JOHN BOSCO S L1 |
|---|---|---|---|---|---|---|
| 1.00Premji Road | ||||||
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 41.4 | cum | 67.54 ₹2,796.16 | 72 ₹2,980.8 | 57.94 ₹2,398.72 Lowest |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 27.85 | cum | 2,446.81 ₹68,143.66 | 2,608.27 ₹72,640.32 | 2,099.04 ₹58,458.26 Lowest |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 5.27 | cum | 9,420.29 ₹49,644.93 | 10,041.94 ₹52,921.02 | 8,081.37 ₹42,588.82 Lowest |
| 1.00 | OD43300/2026-2027:Interlocking Concrete Block Pavement- Providing and Laying of Interlocking Concrete Block
Pavements having thickness 80 mm thickness, minimum strength M40 including providing a
layer of 6 mm aggregate for 50mm thickness, then laying interlock cobbles in lines and levels as
per the directions of the departmental officers at site inclusive of all cost and conveyance
charges etc. complete. (Modified MORTH 55.23) | 244.27 | sqm | 1,180.5 ₹2,88,360.74 | 1,258.4 ₹3,07,389.37 | 1,012.72 ₹2,47,377.11 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,379
Closing Date
10 Aug 2026, 5:00 pmClosed
ASSISSTANT ENGINEER
OFFICE OF THE ASSISTANT EXECUTIVE ENGINEER LID AND EW IRINJALAKUDA MUNICIPALITY
Annual Plan-Project No 206/27 Completion of S i l v e r l i n e r o a d i n w a r d - 3 7 -ward-General Civil Work
2026_LSGD_863481_1
206/2026-2027
Open Tender
Civil Works - Roads
Item Rate
IRINJALAKUDA
Please refer Tender documents.
7 documents required · 7 mandatory
₹915
₹10,379
11 Aug 2026
31 Jul 2026
11 Aug 2026
31 Jul 2026
10 Aug 2026
31 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Premji Road | |||||
| 1.001 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 1 | cum | - | - |
| 1.002 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | - | cum | - | - |
| 1.003 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 1.004 | OD43300/2026-2027:Interlocking Concrete Block Pavement- Providing and Laying of Interlocking Concrete Block
Pavements having thickness 80 mm thickness, minimum strength M40 including providing a
layer of 6 mm aggregate for 50mm thickness, then laying interlock cobbles in lines and levels as
per the directions of the departmental officers at site inclusive of all cost and conveyance
charges etc. complete. (Modified MORTH 55.23) | - | sqm | - | - |
stage.html
html • 0.02 MB
finance_1460614.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
Tendernotice_1.pdf
PDF • 0.05 MB
integrity.pdf
Tender Documents • 0.22 MB
BOQ_1460614.xls
BOQ • 0.30 MB
affi.pdf
Tender Documents • 0.22 MB
epay.pdf
Tender Documents • 0.22 MB
fot.pdf
Tender Documents • 0.18 MB
pa.pdf
Tender Documents • 0.19 MB
sbd.pdf
Tender Documents • 1.78 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 .