Name of Work:Construction of Drainage System at Kharsang
Sl. No.
Item Description
1
RCC Drain [Type-H]
2
Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides offoundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m.b) Hard Soil
3
Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone shingle 40 mm nominal size) excluding the cost of centring and shuttering.
4
Reinforced concrete work in foundations, footings, bases of columns etc. 1:1.5:3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 MM nominal size)
5
Centering and shuttering including strutting, propping etc and removal of form work. Foundation, footing, bases of coulmns etc. and mass concrete.
6
Base
7
Wall
8
12 mm cement plaster 1 : 4 (1 cement : 4 fine sand)
9
Neat cement punning.
10
Reinforcement of RCC work including bending, binding and placing in position complete.b) Cold twisted bars.
11
Carrying charges
12
Cover Slab
13
Reinforced cement concrete work in lintels, beams and bresumers up to floor two 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 stone aggregate 20MM nominal size)Cover slab
14
Centering and shuttering including strutting, propping etc and removal of form work. Foundation, footing, bases of coulmns etc. and mass concrete.Cover slab
15
Reinforcement of RCC work including bending, binding and placing in position complete.b) Cold twisted bars.
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