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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-AOC | ₹3.3 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
Tender Value
₹3.3 L
EMD Value
₹8,259
Closing Date
28 Sept 2024, 5:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LID EW SECTION KUZHUPPILLY
Annual Plan-Kuttikkad link road Construction W06
2024_LSGD_690286_1
6/AE/LID EW/KPLY/2024-25
Open Tender
Civil Works - Roads
Item Rate
KUZHUPPILLY
Please refer Tender documents.
7 documents required · 7 mandatory
₹730
Yes
₹8,259
Yes
26 Oct 2024
12 Sept 2024
30 Sept 2024
12 Sept 2024
28 Sept 2024
12 Sept 2024
Amount
Tiling
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD365444/2023-2024:Filling up low lying and waterlogged areas with local material/ quarry muck, spreading in layers, levelling the top at site, and consolidation by ramming, etc complete for improving CBR of subgrade.
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
OD365442/2023-2024: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 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)
Bidder Name
RAJEEVAN P P
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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