Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹6.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹6.5 L+₹6,867.40 (1.07%)Admitted-Fee/PreQual/Technical/Finance | ₹6.5 L+₹6,867.40 (1.07%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹6.5 L+₹10,272.99 (1.60%)Admitted-Fee/PreQual/Technical/Finance ADARSH | ₹6.5 L+₹10,272.99 (1.60%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Gireeshan K L1 | ADARS C S L3 | ABHINITH K M L2 |
|---|---|---|---|---|---|---|
| 1.00ROAD | ||||||
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 59.4 | cum | 16 ₹950.4 | 14.35 ₹852.39 Lowest | 17 ₹1,009.8 |
| 1.00 | OD233439/2024-2025: Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, levelling at site and consolidation by ramming etc.complete for improving the CBR value of subgrade | 30 | cum | 920 ₹27,600 | 911 ₹27,330 Lowest | 1,000 ₹30,000 |
| 1.00 | 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 with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 39.6 | cum | 3,010 ₹1,19,196 | 2,960 ₹1,17,216 Lowest | 3,100 ₹1,22,760 |
| 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) | 59.4 | cum | 8,290 ₹4,92,426 Lowest | 8,455 ₹5,02,227 | 8,300 ₹4,93,020 |
| 1.00 | OD346502/2025-2026:Supplying and fixing Name board in granite stone 61cm x 92 cm fixed at site with cement mortar 1:4, 12mm thick including all coat of materials labour charges etc.
complete | 1 | no | 1,750 ₹1,750 Lowest | 4,570 ₹4,570 | 2,000 ₹2,000 |
Tender Value
₹6.8 L
EMD Value
₹10,170
Closing Date
10 Aug 2026, 6:00 pmClosed
BLOCK DEVELOPMENT OFFICER, MELADY BLOCK PANCHAYATH
BLOCK DEVELOPMENT OFFICER, MELADY BLOCK PANCHAYATH 673522
MPLADS 2024-25 NANGERIMUKKU NALLADIPOYIL ROAD - THIKKODI GP
2026_CRD_863109_1
5532705-2026
Open Tender
Civil Works - Roads
Item Rate
180 days
THIKKODI
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,360
Yes
₹10,170
Yes
14 Aug 2026
30 Jul 2026
13 Aug 2026
30 Jul 2026
10 Aug 2026
30 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD | |||||
| 1.001 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 1 | cum | - | - |
| 1.002 | OD233439/2024-2025: Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, levelling at site and consolidation by ramming etc.complete for improving the CBR value of subgrade | - | cum | - | - |
| 1.003 | 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 with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | - | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | OD346502/2025-2026:Supplying and fixing Name board in granite stone 61cm x 92 cm fixed at site with cement mortar 1:4, 12mm thick including all coat of materials labour charges etc.
complete | - | no | - | - |
stage.html
html • 0.02 MB
finance_1459940.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 • 0.30 MB
AFFIDAVIT.pdf
Tender Documents • 0.23 MB
EPAY.pdf
Tender Documents • 0.23 MB
FORM.pdf
Tender Documents • 0.24 MB
PRELIMINARY.pdf
Tender Documents • 0.25 MB
BOQ_1459940.xls
BOQ • 0.30 MB
SBD.pdf
Tender Documents • 0.91 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 .