Name of Work:- Estimate for strengthening of Papsar Sub Minor from RD. 9000, 11500, 15000, 16500, 17000, 18000 for the year 2026-27
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Item Description
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NS Items
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Loading, Unloading and carriage of materials by Mechanical transport inclusing loading, unloading and stacking earth (avg lead upto 20km)
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HSR Items
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[14.36]Providing and fixing in position LDPE film of 500 micron (0.50 mm) IS mark of grade 231 for bed and sides of canal including cost of all materials, labour, laying, joining as per specifications etc. complete with all leads and lifts
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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
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[4.32]Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
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[5.23.2]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix)
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[6.11.1]12 mm thick cement plaster damp-proof course 1:3 with 2 coats of bitumen at 1.65 kg. per sqm, laid hot and sanded: 1. Vertical
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[6.11.2]12 mm thick cement plaster damp-proof course 1:3 with 2 coats of bitumen at 1.65 kg. per sqm, laid hot and sanded: 2. Horizontal Please Enable Macros to View BoQ information
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