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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹12.1 L+₹28,466.81 (2.40%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹12.2 L+₹32,921.49 (2.77%)Rejected-Finance ALUKKA MOOKKANNOOR | ERNAKULAM | KERALA | 680667 | L3 | Rejected-Finance L3 | |
| 4 | L4₹12.8 L+₹94,746.23 (7.99%)Rejected-Finance ANGAMALY MUNICIPALITY ANGAMALY MUNICIPALITY | ERNAKULAM | KERALA | 680667 | L4 | Rejected-Finance L4 |
Tender Value
₹13.5 L
EMD Value
₹33,824
Closing Date
15 Dec 2023, 5:00 pmClosed
Assistant Engineer
OFFICE OF ASSISTANT EXECUTIVE ENGINEER LIDEW ANGAMALY MUNICIPALITY
al Plan-Mangattukkara railway lane road, Vemblium shethram road tile laying in ward 2 of Angamaly Municipality-AMC 292/23-24
2023_LSGD_628458_1
AE/AMC/LIDEW/23-24/3
Open Tender
Civil Works - Roads
Item Rate
180 days
Angamaly Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹33,824
Yes
20 Jan 2024
8 Dec 2023
18 Dec 2023
8 Dec 2023
15 Dec 2023
8 Dec 2023
Amount
Road Renovation
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.
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
OD274489/2023-2024: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 Engineer?in-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)
P. RAMESAN
ELDO ALIAS
P.C THOMAS
Bidder Name
Cinto M.A
P. RAMESAN
P.C THOMAS
ELDO ALIAS
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