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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹6.2 L+₹29,490.73 (5.01%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹6.4 L+₹47,150.60 (8.01%)Rejected-AOC ERINJAD GRAMA PANCHAYATH | L3 | Rejected-AOC L3 | |
| 4 | L4₹6.7 L+₹79,072.01 (13.4%)Rejected-AOC | L4 | Rejected-AOC L4 |
Tender Value
₹5.9 L
EMD Value
₹14,717
Closing Date
1 Mar 2024, 5:00 pmClosed
USHA K K
LID AND EW ERIYAD GP
ERIYAD GP/23-24 Valiyathodu perumthodu side protection-76/23-24
2024_LSGD_662882_1
06/AE/LIDANDEW/ERD/2023-24
Open Tender
Civil Works - Canal
Item Rate
180 days
GRAMAPANCHAYATH ERIYAD
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,300
Yes
₹14,717
Yes
11 Mar 2024
23 Feb 2024
4 Mar 2024
23 Feb 2024
1 Mar 2024
23 Feb 2024
Amount
Side protection wall
OD270727/2023-2024: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
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
60.7.1: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
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. 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
Afsal A Salam
Ranjith T
SREERAJ T
Bidder Name
Ranjith T
P H Muhammed Rafi
SREERAJ T
Afsal A Salam
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1027826.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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