Name of Work:- Estimate for repair of damaged patches of New Sinsar Minor RD 0 to 21240
Sl. No.
Item Description
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HSR Items
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[14.2]Dressing side slopes and preparation of sub grade for lining by mechanical/ mannual means
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[14.31.2]Single layer brick lining for irrigation channels for discharge up to 150 cusecs consisting of: (i)10 mm thick cement plaster 1:6 on sub grade. (ii)10 mm thick cement plaster 1:3 over first plaster (iii)First layer of 68.3 mm thick brick layer (22.86x11.11 mm) laid in 1:3 mortar over 6 mm thick cement 1:3 the above cost (total thickness of lining as 9.43 cm) 2. On Side Slopes.
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[4.33]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
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[6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) Please Enable Macros to View BoQ information
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