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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 LAccepted-AOC | L1 | Accepted-AOC AGREEMENT |
Tender Value
₹5.3 L
EMD Value
₹13,374
Closing Date
19 Mar 2024, 3:00 pmClosed
Assistant Engineer
O/o Assistant Engineer, LID and EW Section, Elamkunnapuzha G P, Malipuram P O
Refer tender document
2024_LSGD_668894_1
T/AE/LSGD/EGP/ETENDER177/23-24
Open Tender
Civil Works - Roads
Item Rate
180 days
Elamkunnapuzha
Refer tender document
7 documents required · 7 mandatory
₹1,180
Yes
₹13,374
Yes
24 Oct 2024
11 Mar 2024
21 Mar 2024
11 Mar 2024
19 Mar 2024
11 Mar 2024
11 Mar 2024 - 19 Mar 2024
Amount
Side Protection
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD282288/2023-2024:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site (Modified 60.7.1)
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)
OD350819/2023-2024:od1267459/2021_2022 :RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by the bund after completion of the work.etc.complete MODIFIED 60.1.2
OD350860/2023-2024:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete ( Modified data 60.2.2)
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
Bidder Name
SABU M D
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1040125.pdf
boq_comp_chart.xlsx
xlsx
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