Name of Work:- Estimate for repair of patches of Saraswati Disty. from RD 77500 to 94625 (Tail).
Sl. No.
Item Description
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NS Items
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Brick recovery after dismantling
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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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[14.32.2]Single layer brick lining for irrigation channels for discharge above 150 cusecs but up to 1000 cusecs, consisting of: (i)10 mm thick cement plaster 1 :6 on sub grade. (ii)12 mm thick cement plaster 1:3 over first plaster. (iii) First layer of 68.3 mm thick brick layer (228.6x111.1 mm) laid in1:3 mortar over 6mm thick 1 :3 cement mortar. (total thickness of lining as 9.63 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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[5.7.4]Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 4. In cement mortar
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[6.1.4]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: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)
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[7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) Please Enable Macros to View BoQ information
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