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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.9 LAccepted-AOC EDAMULACKAL GP KERALA KL | ERNAKULAM | KERALA | 680667 | 1 | Accepted-AOC Only lowest bid |
Tender Value
₹3.4 L
EMD Value
₹8,471
Closing Date
30 Dec 2023, 4:00 pmClosed
assistant engineer
office of assistant engineer ,edamulackal gp
road maintanance
2023_LSGD_623386_30
AE/LIDEW/01/EDML/NOV
Open Tender
Civil Works - Roads
Item Rate
270 days
edamulackal
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,471
Yes
9 Apr 2024
22 Dec 2023
1 Jan 2024
22 Dec 2023
30 Dec 2023
22 Dec 2023
Amount
Road sidewall construction
11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth
75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
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)
OD105671/2023-2024: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.
4.11.2: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.
Bidder Name
NIZARUDEEN
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_963287.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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