Irrigation And Water Resources Department Tender
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The Irrigation And Water Resources Department has issued a formal invitation for competitive bids for Repair Syphon Of Bhirdana Disty in Fatehabad, Haryana, with an estimated contract value of Rs. 1,50,910. The bid opening date for this tender is 15-02-2025 and the last date for bid submission is 23-02-2025. Interested bidders for Irrigation And Water Resources Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 3,020Document Cost
₹ 500Tender Fee
₹ 1,180
Summary
Repair Syphon Of Bhirdana Disty
Description
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Contact
Tender Id
2025_HRY_429029_1Bid Award Id
ViewTender No
2025A15B1D31 FE1C 4210 9CF3 A0F1A4829BF1515IRRTender Authority
Irrigation And Water Resources Department ViewPurchaser Address
-Website
http://https://hid.gov.in/
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Documents
BOQ Items
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[5.45]Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
62.43
33
2060.22
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Item Description HSR Item
-
-
-
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[4.12.1]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 getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil
334.65
78
26102.86
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[21.95.8]Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 8. 900 mm
20.23
4127
83493.34
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