Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹74,427.77Accepted-AOC | ₹74,427.77 | L1 | Accepted-AOC Agreement executed |
| 2 | L2₹79,300.90Rejected-Finance MADAVOOR PO KOZHIKODE KERALA KL | KOZHIKODE | KERALA | 673585 | ₹79,300.90 | L2 | Rejected-Finance Higher rate and hence not admitted |
| 3 | L3₹84,650.27Rejected-Finance | ₹84,650.27 | L3 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | RATHNAKARAN K L3 | ABDUL AZEEZ N K L2 | ABDUL HAKKEEM V P L1 |
|---|---|---|---|---|---|---|
| 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. | 56.1 | sqm | 11 ₹617.10 | 9 ₹504.90 | 11 ₹617.10 |
| 1.00 | OD371211/2025-2026:Granular Sub-base with Departmental 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 | 2.81 | cum | 344 ₹964.92 | 2,000 ₹5,610 | 344 ₹964.92 |
| 1.00 | OD371212/2025-2026:(Modified 4.1.A.1 without roller) 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 on prepared surface, mixing by mix in place method (i)
For Grading I Material | 2.81 | cum | 2,000 ₹5,610 | 300 ₹841.50 | 1,750 ₹4,908.75 |
| 1.00 | OD371210/2025-2026: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 required including
compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding
25mm , mixed in concrete mixer etc complete as per specification (Modified Item No. 75.8.1
without form work)
(i) Nominal mix (1:2:4) | 8.41 | cum | 8,750 ₹73,631.25 | 8,300 ₹69,844.50 | 7,800 ₹65,637 |
| 1.00 | OD371124/2025-2026:Supplying and fixing Sila phalakam with granite stone of size 600mm x 450mm or nearest size on prepared wall with engraving English and or Malayalam letters of specified size on hard stone including all cost, conveyance and labour charges etc. complete. | 1 | no | 3,827 ₹3,827 | 2,500 ₹2,500 | 2,300 ₹2,300 |
Tender Value
₹84,650
EMD Value
₹2,116
Closing Date
31 Dec 2025, 6:00 pmClosed
ASWATHY S PRASAD
Office of the Assistant Engineer LID EW Section MADAVOOR Grama Panchayat
Improvements
2025_LSGD_823856_1
T8/AE/MDR/2025-26
Open Tender
Civil Works - Roads
MADAVOOR
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹2,116
Yes
3 Mar 2026
24 Dec 2025
3 Jan 2026
24 Dec 2025
31 Dec 2025
24 Dec 2025
Road concrete
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.
OD371211/2025-2026:Granular Sub-base with Departmental 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
OD371212/2025-2026:(Modified 4.1.A.1 without roller) 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 on prepared surface, mixing by mix in place method (i) For Grading I Material
OD371210/2025-2026: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 required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (Modified Item No. 75.8.1 without form work) (i) Nominal mix (1:2:4)
OD371124/2025-2026:Supplying and fixing Sila phalakam with granite stone of size 600mm x 450mm or nearest size on prepared wall with engraving English and or Malayalam letters of specified size on hard stone including all cost, conveyance and labour charges etc. complete.
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1381026.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 • 0.28 MB
Tendernotice_2.pdf
PDF • 0.25 MB
Tendernotice_3.pdf
PDF • 0.25 MB
AFF131.pdf
Tender Documents • 0.24 MB
FT131.pdf
Tender Documents • 0.25 MB
PRE131.pdf
Tender Documents • 0.26 MB
viewsbd131.pdf
Tender Documents • 1.81 MB
BOQ_1381026.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid