Work Name:Mangalam Project: Improvement of canal at Ch 1/600 km to Ch 1/850 km of Mangalam distributory of RBC
Sl.No.
Item Description
Item Code / Make
Quantity
Units
1
1
2.32
BI01010001010000000000000515BI0100001113
2
1.01
2.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
BI01010001010000000000000515BI0100001114
240
sqm
3
1.02
2.6.1 : 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
BI01010001010000000000000515BI0100001115
34.92
cum
4
1.03
4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
BI01010001010000000000000515BI0100001116
34.92
cum
5
1.04
4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
BI01010001010000000000000515BI0100001117
386.4
sqm
6
1.05
4.1.6 : 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 40 mm nominal size)
BI01010001010000000000000515BI0100001118
52.8
cum
7
1.06
4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
BI01010001010000000000000515BI0100001119
6.66
cum
8
1.07
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
BI01010001010000000000000515BI0100001120
206.4
sqm
9
1.08
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
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