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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.0 L+₹7,544 (1.95%)Rejected-Finance | L2 | Rejected-Finance REJECTED | |
| 3 | L3₹4.1 L+₹18,641 (4.81%)Rejected-Finance | L3 | Rejected-Finance REJECTED | |
| 4 | L4₹4.1 L+₹24,130 (6.23%)Rejected-Finance | L4 | Rejected-Finance REJECTED | |
| 5 | L5₹4.1 L+₹25,836 (6.67%)Rejected-Finance JILLA PANCHAYAT DIVISION KOLLAM | PATHANAMTHITTA | KERALA | 689694 | L5 | Rejected-Finance REJECTED |
Tender Value
₹4.3 L
EMD Value
₹10,765
Closing Date
3 Dec 2022, 6:00 pmClosed
ASSISTANT ENGINEER
O/O ASSISTANT ENGINEER CHAVARA GRAMA PANCHAYAT
PR.NO 141/22-23 MUKKODIMUKKU-SYPHON ROAD INTERLOCKING
2022_LSGD_531583_1
141/AE/LIDEW/CVRA/22-23
Open Tender
Civil Works - Roads
Item Rate
180 days
CHAVARA
Please refer Tender documents.
9 documents required · 9 mandatory
₹950
Yes
₹10,765
Yes
16 Jan 2023
26 Nov 2022
6 Dec 2022
26 Nov 2022
3 Dec 2022
26 Nov 2022
Amount
INTERLOCKING
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.
4.11.2: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>(ii) Using Gravel mix soil.
OD75167/2022-2023:Mord:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
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)
AZEEZKUTTY
JACKSON JOHNSON
JITHIN JOHN
Abdulkalam
AFSAL IQBAL NISSABEEGAM
Bidder Name
Abdulkalam
AZEEZKUTTY
JACKSON JOHNSON
AFSAL IQBAL NISSABEEGAM
NAVAS ABOOBAKER
JITHIN JOHN
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aoc.pdf
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