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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAccepted-AOC | ₹1.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.8 L+₹16,199.54 (10.1%)Rejected-Finance ELAVANCHERRY GP PALAKKAD | PALAKKAD | KERALA | 672122 | ₹1.8 L+₹16,199.54 (10.1%) | L2 | Rejected-Finance L2 |
| 3 | L3₹1.8 L+₹21,218.22 (13.2%)Rejected-Finance | ₹1.8 L+₹21,218.22 (13.2%) | L3 | Rejected-Finance L3 |
Tender Value
Refer Docs
EMD Value
₹5,294
Closing Date
13 Feb 2026, 1:10 pmClosed
ASSISTANT ENGINEER
Assistant Engineer, LID AND EW Section Anakkayam GP
460/26-IMPROVEMENT WORKS TO MECHERIKKUND ANGANAWADI ROAD IN WARD 19 OF ANAKKAYAM GP
2026_LSGD_833959_17
08/AKM/2025-26
Open Tender
Civil Works - Roads
Item Wise
240 days
ANAKKAYAM
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
₹5,294
14 Aug 2026
6 Feb 2026
16 Feb 2026
6 Feb 2026
13 Feb 2026
6 Feb 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 |
|---|---|---|---|---|---|
| 1Road Concrete | |||||
| 1.001 | OD431833/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not
exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | - | sqm | 33.75 | - |
| 1.002 | OD431831/2025-2026:(OD From 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 | 1 | cum | 3,034.9 | ₹3,031.87 |
| 1.003 | OD431832/2025-2026: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 | - |
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finance_1402942.pdf
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