Irrigation Department Tender
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Irrigation Department Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date16 Apr 2025
Closing Date26 Apr 2025
Tender Amount₹ 84,636
Costs
EMD
₹ 2,116Document Cost
₹ 555Tender Fee
Refer Documents
Summary
Pip-main Canal- Emergency Rectification Work Between Chainage 4600m And 4716 M
Description
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Contact
Tender Id
2025_Irrig_760362_1Tender No
IRR/PII/TR/8581/2023_5_11_10/1Tender Authority
Irrigation Department ViewPurchaser Address
-Website
http://http://www.irrigation.kerala.gov.in/
GEM & Bid Advisory Services
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Documents
Form of Tender and Requisition form for e-payment
BOQ Items
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60.1.2: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 dismantling the bund after completion of the work.etc.complete.
8
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60.2.2: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
8
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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)
2.25
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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.
9
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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
13.5
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16.2:Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density ( proctor density)
22.5
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16.11:Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
9.6
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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
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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
45
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