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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-AOC AIKKARANAD G P 2024 25 P NO 245 KADAMATTOM SCHOO IMAINTENANCE WARD 7 | IDUKKI | KERALA | 685501 | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.8 L+₹2,930.60 (0.78%)Rejected-AOC ERNAKULAM | KERALA | 680667 | L2 | Rejected-AOC L2 | |
| 3 | L3₹4.0 L+₹26,506.34 (7.10%)Rejected-AOC KOLLIMES | KULLU | HIMACHAL PRADESH | 172001 | L3 | Rejected-AOC L3 |
Tender Value
₹4.3 L
EMD Value
₹10,804
Closing Date
11 Oct 2022, 6:00 pmClosed
Assistant Engineer LID EW Section Vadavukode Puth
Office of the Assistant Engineer LID EW Section Vadavukode Puthencruz Grama Panchayat
PTZ S0019/23 Ellichuvadu Canal Bund Road Tile Paving in Ward 5 of Vadavucode - Puthencruz Grama Panchayath under Annual Plan 2022-2343
2022_LSGD_510325_6
02/ET/ 2022-23/AE/LID-EW/PTZ
Open Tender
Civil Works - Roads
Item Rate
180 days
Vadavukode-Puthencruz Grama Panchayatt
Please refer Tender documents.
9 documents required · 9 mandatory
₹955
Yes
₹10,804
Yes
8 Nov 2022
29 Sept 2022
14 Oct 2022
29 Sept 2022
11 Oct 2022
29 Sept 2022
Amount
Road Tile laying
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
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
OD2606/2022-2023: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 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)
SREERAM K NANDAN
P K CHACKO
Bidder Name
P.V.George
P K CHACKO
SREERAM K NANDAN
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fin_eval.pdf
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finance_731362.pdf
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