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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC | ₹3.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.6 L+₹8,825.80 (2.51%)Rejected-Finance POTHIYIL THOTTIPARAMBIL HOUSE ARAKKUPARAMBA P O MALAPPURAM 679341 | MALAPPURAM | MALAPPURAM | KERALA | 679341 | ₹3.6 L+₹8,825.80 (2.51%) | L2 | Rejected-Finance L2 |
| 3 | L3₹3.7 L+₹15,851.31 (4.51%)Rejected-Finance LSGD SECTION THAZHEKODE PERINTHALMANNA MALAPPURAM | KANNUR | KERALA | 670612 | ₹3.7 L+₹15,851.31 (4.51%) | L3 | Rejected-Finance L3 |
Tender Value
Refer Docs
EMD Value
₹10,977
Closing Date
11 Mar 2026, 10:00 amClosed
Assistant Engineer
Assistant Engineer Thazhekkode Grama Panchayath
Annual Plan-Thazhekode gramapanchayth 2025-26 Renovation at Mukkilaparamba Kavungal Road II stage in ward 5 (pro.no.488)
2026_LSGD_843342_24
03/AE/LID and EW/TKD/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Thazhekkode
Please refer Tender documents.
3 documents required · 3 mandatory
₹970
Yes
₹10,977
Yes
27 Aug 2026
4 Mar 2026
12 Mar 2026
4 Mar 2026
11 Mar 2026
4 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 |
|---|---|---|---|---|---|
| 1retarring | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | - | sqm | 14.7 | - |
| 1.002 | 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 | - |
| 1.003 | OD442634/2025-2026: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 | - | cum | 2,880.7 | - |
| 1.004 | OD442633/2025-2026: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 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) | - | cum | 8,446.62 | - |
| 1.005 | OD442632/2025-2026:Providing and fixing Granite of any colour and shade for name board , of required size laid over
base of cement mortar 1:4 (1 cement: 4 coarse sand ) , including all charges etc. complete at all ,
levels,including lettering&amp;fixing | - | no | 2,936.66 | - |
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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details.html
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Tendernotice_1.pdf
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488.rar
Tender Documents • 1.74 MB
BOQ_1423379.xls
BOQ • 0.31 MB
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