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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAccepted-AOC | L1 | Accepted-AOC Accept L1 | |
| 2 | L2₹1.7 L+₹5,055.06 (3.13%)Rejected-AOC | L2 | Rejected-AOC Reject L2 | |
| 3 | L3₹1.7 L+₹5,120.96 (3.17%)Rejected-AOC N A | NA | NA | 121004 | L3 | Rejected-AOC Reject L3 |
Tender Value
₹1.7 L
EMD Value
₹4,166
Closing Date
2 Sept 2023, 6:00 pmClosed
Jayakumar G, AE
KULAKKADA GP
Anganwadi-Kakkathottukuzhi Road Concreting in ward 6 of Kulakkada GP_P_ 80_2023_24
2023_LSGD_598791_3
65/2023/AE/KLDA/23-24
Open Tender
Civil Works - Roads
Item Rate
180 days
KULAKKADA GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
Yes
₹4,166
Yes
6 Oct 2023
26 Aug 2023
4 Sept 2023
26 Aug 2023
2 Sept 2023
26 Aug 2023
Amount
ROAD CONCRETING
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
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)
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)
OD122597/2023-2024:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge."
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
Ajikumar.CG
visambharan
Bidder Name
L THOMAS
Ajikumar.CG
visambharan
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