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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAccepted-AOC KANNAMANGALAM TIRURANGADI MUNICIPALITY TIRURANGADI | KANNUR | KERALA | 670612 | ₹1.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.9 L+₹8,773.09 (4.74%)Rejected-Finance | ₹1.9 L+₹8,773.09 (4.74%) | L2 | Rejected-Finance L2 |
Tender Value
Refer Docs
EMD Value
₹4,218
Closing Date
18 Mar 2026, 6:00 pmClosed
AE
AE
Annual Plan- 2025-26 Tirurangadi Municipality Project No 119/26 Construction Of Machingalthazham-Road Side in Ward No29-General Civil Work
2026_LSGD_847555_8
ET/05/AE/TGI/2025-26
Open Tender
Civil Works - Roads
Percentage
TGI
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,218
Yes
3 Aug 2026
13 Mar 2026
19 Mar 2026
13 Mar 2026
18 Mar 2026
13 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SIDE PROTECTION | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | - | cum | 65.78 | - |
| 1.002 | OD522653/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labor charges etc. complete as per direction of Departmental officers at site-[OD from DAR 60.7.1] | - | cum | 3,821.24 | - |
| 1.003 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | - | cum | 9,081.43 | - |
| 1.004 | OD522772/2025-2026:[OD From MoRD 3.3 &3.4] - Filling with Contractors own Earth (excluding Rock) in
open areas in layers not exceeding 20cm in depth, consolidating each deposited layer by
ramming and watering, lead upto 50m and lift upto 1.50m as per direction of site Engineer - in -
Charge | - | cum | 445.65 | - |
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1432404.pdf
boq_comp_chart.xlsx
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details.html
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Tendernotice_1.pdf
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BOQ_1432404.xls
BOQ • 0.31 MB
119.rar
Tender Documents • 3.02 MB
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