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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.4 LAccepted-AOC | 1 | Accepted-AOC 1 | |
| 2 | 2₹3.4 L+₹203.29 (0.06%)Rejected-Finance | 2 | Rejected-Finance 2 |
Tender Value
₹3.4 L
EMD Value
₹8,471
Closing Date
25 Jul 2026, 5:00 pmClosed
AE
AE LIDEW SECTION KPLY GP
131/27-Maintenance of Kulamamkuzhi road in ward 14 of Kanjirappally GP-General Civil Work
2026_LSGD_860168_21
02/AE/LSGD/KPLY/2026-27
Open Tender
Civil Works - Roads
Percentage
120 days
KANJIRAPPALLY G P
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
₹8,471
Yes
22 Oct 2026
18 Jul 2026
28 Jul 2026
18 Jul 2026
25 Jul 2026
18 Jul 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 maintenance-concrete Road | |||||
| 1.001 | OD97027/2026-2027:
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish ,lead up to 50m and lift up to 1.5m | - | sqm | 35.62 | - |
| 1.002 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 1 | cum | 9,186.73 | ₹9,177.54 |
| 1.003 | 75.8.1.1: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) | - | cum | 9,554.21 | - |
| 1.004 | 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. | - | sqm | 16.01 | - |
| 1.005 | 4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel | - | cum | 2,491.92 | - |
| 1.006 | 75.8.1: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 | 9,563.75 | - |
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