Note: Unless otherwise specified rates quoted for allexcavation shall include the following: a) Site clearance such as clearing shrubs undergrowth, roots and small trees brush wood, etc., b) Setting out the work to profile etc, c) Bailing orotherwise removing all water may accumulat e in the excavation from all causes. d) Cutting out and throwing soilclear of area excavated or depositing clear of edge offoundation to avoid fall in. e) Trimming all sides to plumb orotherwise as instructed at site and square leveling all bottoms. Clearing out all loose earth etc., f) Disposing surplus soil as directed within the site or outside and dressing to proper leveland grade as required. g) Dismantling, removing and stackingas directed existing water pipe and /or soil pipes within the excavated portion. h) Providing shoring and strut ting forprotecting the sides of foundation where required. 1.1 Earth work in excavation by mechanical means (Hydrauli c excavator/manual means) including disposal of excavated earth, lead upto 50m and li ft upto 1.5m; di sposed earth to be levelled and neatly dressed In all kinds of soils - soft, hard Depth upto 1.5 mtrF1 5 1.85 1.85 1.5 25.67 F2 4 1.6 1.6 1.5 15.36 41.03 150 6154.31 1.2 Filling in plinth or wherever called for as per directions of the Engineer-in-charge , in layers not exceeding 150mm thick (compacted) including watering, ramming, consolidating and dressing etc. a) Soling with stone aggregates upto 40mm size including watering ramming consolidating and filling voids with fine sand etc com lete. 1 0.15 14.3856 1194 17176.41 b) With river sand brought from out side including loading, unloadin and handlin 14.3856 930 13378.61 2.1 Provi ding & laying PCC in foundation 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) includi ng cost of centeri ng, shuttering, mechanically mixing, vibrating, curing etc. complete as per the drawings and the directions of Engineer- In-charge F1 5 1.4 1.4 0.075 0.735 F2 4 1.15 1.15 0.075 0.397 plinth beamPB1 1 9.6 0.45 0.075 0.324 plinth beam PB2 1 5.792 0.45 0.075 0.195 1.651 4800 7925.90 2.2 Providing & laying Lean concrete 1:3:6 (1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) in foundation and plinth ncluding cost of centering, shuttering, mechanically mixing, vibrating, curing etc. complete as per the drawings and the directions of Engineer- In-charge 1 0.075 7.193 4300 30929.04 2.3 Providing & laying cement concrete M 25 excluding cost ofcentering, shuttering and reinf orcement but including mechanically mixing, vibrating, curing etc. complete as per the drawings and the directions of Engineer- In-charge a) In Sub- structure ( Till Plinth Lvl. Top) - Foundations, Plinth beams Column, Grade Slab etc. F1 5 1.25 1.25 0.3 2.344 F2 4 1 1 0.3 1.200 plinth beamPB1 1 9.6 0.3 0.45 1.296 plinth beamPB2 1 5.792 0.3 0.45 0.782 Coln. 9 0.3 0.3 1.375 1.114 6.735 7500 50515.65 b) In Superstruct ure ( Above Plinth lvl) - Columns, Beams, Slabs, staircase, steps Lintel, chajja etc. Coln. 5 0.3 0.3 3.3 1.485 B1 1 9.6 0.3 0.3 0.864 2.349 7700 18087.30 Providing centering & shuttering including strutting and propping etc. and removal of form workat all depths, heights and shapes In Sub- structure ( Till Plinth Lvl. Top) - Foundations, Plinth beams Column , grade slab etc. F1 5 5 0.3 7.500 F2 4 4 0.3 4.800 plinth beamPB1+ bottom 1 9.6 1.2 11.520 plinth beam PB2+ bottom 1 5.792 1.2 6.950 Coln. 5 1.2 1.375 8.250 4 1.2 1.375 6.600 45.620 325 14826.63 In Superstructure ( Above Plinth lvl ) - Columns, Beams, Slabs, Lintel, chajja etc. Coln. 5 1.2 3.3 19.800 B1, side + bottom 1 9.6 0.9 8.640 28.440 375 10665.00 95.904 95.904
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7/28/2019 Bus Stop REV.
http://slidepdf.com/reader/full/bus-stop-rev 1/74
Note: Unless otherwise specified rates quoted for all
excavation shall include the following: a) Site clearance such
as clearing shrubs undergrowth, roots and small trees brush
wood, etc., b) Setting out the work to profile etc, c) Bailing or
otherwise removing all water may accumulate in the
excavation from all causes. d) Cutting out and throwing soil
clear of area excavated or depositing clear of edge of
foundation to avoid fall in. e) Trimming all sides to plumb or
otherwise as instructed at site and square leveling all bottoms.
Clearing out all loose earth etc., f) Disposing surplus soil as
directed within the site or outside and dressing to proper level
and grade as required. g) Dismantling, removing and stacking
as directed existing water pipe and /or soil pipes within the
excavated portion. h) Providing shoring and strutting for
protecting the sides of foundation where required.
1.1
Earth work in excavation by mechanical means (Hydraulic
excavator/manual means) including disposal of excavated
earth, lead upto 50m and lift upto 1.5m; disposed earth to
be levelled and neatly dressed
In all kinds of soils - soft, hard
Depth upto 1.5 mtr
F1 5 1.85
F2 4 1.6
1.2
Filling in plinth or wherever called for as per
directions of the Engineer-in-charge , in layers not
exceeding 150mm thick (compacted) including
watering, ramming, consolidating and dressing etc.
a)
Soling with stone aggregates upto 40mm size including
watering ramming consolidating and filling voids with fine
sand etc com lete.
1
b)
With river sand brought from outside including loading,
unloadin and handlin
2.1
Providing & laying PCC in foundation 1:4:8 (1 cement : 4
coarse sand : 8 graded stone aggregate 40mm nominal
size) including cost of centering, shuttering, mechanically
mixing, vibrating, curing etc. complete as per the drawings
and the directions of Engineer- In-charge
F1 5 1.4
F2 4 1.15plinth beam PB1 1 9.6
plinth beam PB2 1 5.792
95.904
7/28/2019 Bus Stop REV.
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26OD NB PIPE, 2.3mm thk.
Nos Length
Section 55 3 13.1
Section 56 3 14.28
Section 57 3 15.42
Section 58 3 16.58
Section 59 3 20.45
Section 60 3 25.48
Section 61 3 26.72
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132*132*5.4mm
Nos Length
Section B1 1 7.66
Section B2 1 7.27
Section B3 1 7.15
Section B4 1 7.08
Section B5 1 6.88
Section B6 1 6.64
Section B7 1 6.41
Section B8 1 5.79
Section B9 1 5.35
Section B10 1 4.73
Section B11 1 3.67
Section B12 1 2.74
Section B13 1 1.62
12mm thk, Insert plate nos
Section B1 2 0.25 0.2
Section B2 2 0.25 0.2
Section B3 2 0.25 0.2
Section B4 2 0.25 0.2
Section B5 2 0.25 0.2
Section B6 2 0.25 0.2
Section B7 2 0.25 0.2
Section B8 2 0.25 0.2
Section B9 2 0.25 0.2
Section B10 2 0.25 0.2
Section B11 2 0.25 0.2
Section B12 2 0.25 0.2
Section B13 2 0.25 0.2
Nos Length
132*132*5.4mm, vert strut
Section B1
Section B2 1 0.33
Section B3 1 0.37
Section B4 1 0.40
Section B5 1 0.54
Section B6 1 0.71
Section B7 1 0.96
Section B8 1 0.89
Section B9 1 0.91
total steel
6mm bar
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Sl No Description Bar Descrip.Dia of
bars(mm) (No)
Steel calculated is only for general estimation purposes and can not be used for Bar B
FOUNDATION
F1 14 NOS-10 DIA Bothways 10 5
10 5
F2 11 NOS-10 DIA Bothways 10 5
10 5
PLINTH BEAM
PB1
TOP 3-12DIA 12 1
BOTTOM 3-12DIA 12 1
EXTRA AT top 2-12DIA 12 2
RINGS 6-150 c/c 6 6
250
80
400
PB2
TOP 2-12DIA 12 1
BOTTOM 2-12DIA 12 1
EXTRA AT top 2-12DIA 12 2 extra at edges 2-12DIA 12 1