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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.6 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.2(1) dtd. 26-10-2022 of Varapuzha GP | |
| 2 | L3₹13.1 L+₹1.5 L (12.6%)Rejected-AOC | L3 | Rejected-AOC Higher rate and hence not admitted | |
| 3 | L4₹13.2 L+₹1.6 L (13.6%)Rejected-Finance | L4 | Rejected-Finance Higher rate and hence not admitted | |
| 4 | Rejected-Technical KAVANAL CONSTRUCTIONS PANAUKUDISH ERNAKULAM DISTRICT KERALA | ERNAKULAM | KERALA | 680667 | - | Rejected-Technical We are rejecting this Bid as per WP ( C ) No 25577 of dated 26 November 2021 octained to Varapuzha Grama Panchayat |
Tender Value
₹13.2 L
EMD Value
₹33,001
Closing Date
17 Oct 2022, 6:00 pmClosed
RAJEEVGOPAL G
Office of the Assistant Engineer, LID and EW Section, Varapuzha Grama Panchayat
Annual Plan-Varapuzha GP_ PR No S143/23-Paving Interlocking CC Block for Aramana Vattapotta Road in Ward No 7-General Civil Work
2022_LSGD_513969_15
01/2022-23/AE/LIDEW/VPZ
Open Tender
Civil Works - Roads
Item Rate
150 days
Varapuzha GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹33,001
Yes
5 Dec 2022
10 Oct 2022
20 Oct 2022
10 Oct 2022
17 Oct 2022
10 Oct 2022
Amount
Paving Tiles
2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses
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.
OD109686/2022-2023:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin- charge.
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)
Aby.K.Mathew
NISHAD M C
FAIZAL A .U.
Bidder Name
Aby.K.Mathew
SINTHIL.KM
FAIZAL A .U.
NISHAD M C
stage.html
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tech_eval.pdf
fin_eval.pdf
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finance_737070.pdf
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