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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAccepted-AOC ANNASSERY PO THALAKKALATUR KOZHIKODE 673317 KERALA | KOZHIKODE | KERALA | 673317 | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.0 L+₹2,481.03 (1.23%)Rejected-AOC AR CONSTRUCTIONS | L2 | Rejected-AOC L2 |
Tender Value
₹2.1 L
EMD Value
₹5,292
Closing Date
15 Jan 2025, 6:55 pmClosed
Assistant Executive EngineerKyIP Canal Sub divisio
o/o Assistant Executive Engineer KyIP Canal Sub division Vatakara
GENERAL-KyIP-ACP PLAN-2024-25- Rectification of Collapsed canal near ch 1/900 km inThiuvangoorBranch Canal -General Civil Work
2025_Irrig_724233_1
IRR/PI/TR/3673/2024_5_6_5/1
Open Tender
Civil Works - Canal
Item Rate
180 days
Peruvattoor
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹5,292
Yes
10 Apr 2025
8 Jan 2025
17 Jan 2025
8 Jan 2025
15 Jan 2025
8 Jan 2025
8 Jan 2025 - 15 Jan 2025
Amount
Canal rectification
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
2.33.3:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyond 120 cm girth up to and including 240 cm girth
2.33.2:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth
2.33.4:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Above 240 cm girth
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.
60.2.1:EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (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.
AR CONSTRUCTIONS (BID ID -2060250)
Bidder Name
SHAMEJ T
AR CONSTRUCTIONS
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1149890.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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