Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-Finance ADIYATTU VALAPPIL HOUSE KALADI P O EDAPAL MALAPPURAM 679 582 | MALAPPURAM | KERALA | 679582 | ₹3.9 L | L1 | Accepted-Finance L1 |
| 2 | L2₹4.1 L+₹14,150.97 (3.61%)Rejected-Finance | ₹4.1 L+₹14,150.97 (3.61%) | L2 | Rejected-Finance L2 |
| 3 | L3₹4.3 L+₹38,532.24 (9.82%)Rejected-Finance | ₹4.3 L+₹38,532.24 (9.82%) | L3 | Rejected-Finance L3 |
| 4 | L4₹4.8 L+₹89,324.65 (22.8%)Rejected-Finance PATHI HOUSE VYAVASAYA MOHABBATH COLONY PATTAKKAPPIL P O MALAPPURAM 676519 | MALAPPURAM | MALAPPURAM | KERALA | 676519 | ₹4.8 L+₹89,324.65 (22.8%) | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | P V ALI L2 | U V SIDHEEK L1 | SHAHEER ALI P L4 | MOHAMMED THASLIM HASSAN L3 |
|---|---|---|---|---|---|---|---|
| 1.00Road concrete | |||||||
| 1.00 | 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. | 304.5 | sqm | 11.76 ₹3,580.92 | 11.35 ₹3,456.08 Lowest | 13.94 ₹4,244.73 | 12.47 ₹3,797.12 |
| 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 | 31.79 | cum | 2,461.63 ₹78,242.91 | 2,375.91 ₹75,518.3 Lowest | 2,917.03 ₹92,717.8 | 2,609.33 ₹82,937.55 |
| 1.00 | OD461839/2025-2026:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4)
Excluding Formwork | 47.68 | cum | 6,757.3 ₹3,22,174.55 | 6,521.97 ₹3,10,954.49 Lowest | 8,007.4 ₹3,81,776.82 | 7,162.73 ₹3,41,504.64 |
| 1.00 | OD461844/2025-2026:Providing and fixing Granite of any colour and shade for name board of required size laid over base of C M 1:4(1 cement : 4 course sand) including all charges Etc Complete at all levels including Lettering and ramp , fixing | 1 | 1 nos | 2,338.97 ₹2,338.97 | 2,257.51 ₹2,257.51 Lowest | 2,771.68 ₹2,771.68 | 2,479.31 ₹2,479.31 |
Tender Value
₹5.1 L
EMD Value
₹12,698
Closing Date
17 Mar 2026, 3:00 pmClosed
AKHILA UNNIKRISHNAN
LID and EW Section, Alamcode Grama Panchayath
Annual Plan 2025 26 Project no 329 Kakkidikkal Mosco road Punarudharanam ward 2 Alamkode GP kakkidikkal mosco ward 2 General Civil Work
2026_LSGD_844736_7
TENDERS/AE/LSGD/ALKD/4
Open Tender
Civil Works - Roads
Item Rate
180 days
LID and EW Section, Alamcode Grama Panchayath
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,120
Yes
₹12,698
Yes
15 Sept 2026
7 Mar 2026
19 Mar 2026
7 Mar 2026
17 Mar 2026
7 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road concrete | |||||
| 1.001 | 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. | 304.5 | 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 | 31.79 | cum | - | - |
| 1.003 | OD461839/2025-2026:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4)
Excluding Formwork | 47.68 | cum | - | - |
| 1.004 | OD461844/2025-2026:Providing and fixing Granite of any colour and shade for name board of required size laid over base of C M 1:4(1 cement : 4 course sand) including all charges Etc Complete at all levels including Lettering and ramp , fixing | 1 | 1 nos | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
finance_1426428.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 • 0.29 MB
Tendernotice_2.pdf
PDF • 0.24 MB
Tendernotice_3.pdf
PDF • 1.39 MB
formoftender.pdf
Tender Documents • 0.29 MB
affidavit.pdf
Tender Documents • 0.28 MB
pa.pdf
Tender Documents • 0.30 MB
feeremitteddetails.pdf
Tender Documents • 0.42 MB
BOQ_1426428.xls
BOQ • 0.30 MB
viewsbd.pdf
Tender Documents • 1.64 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 .