ABCDEFGHIJKLMNOPQRSTUVWXYZ
1
RAMP ESTIMATE
2
3
ABSTRACT OF ESTIMATE
4
5
S.NoDescription of Items Qty Rate Unit Amount
6
7
EARTH WORK
8
1Earth work in excavation by
9
mechanical means (Hydraulic
10
excavator)/manual means in
11
foundation trenches or drains (not
12
exceeding 1.5m in width or 10 sqm
13
on plan) including dressing of
14
sides and ramming of bottoms ,
15
lift upto 1.5m, including getting
16
out the excavated soil and
17
disposal of surplus excavated soil
18
as directed , within a lead of 50m
19
All kinds of soil. 111 226.81 cum 25,176
20
 cum
21
22
CONCRETE WORK
23
2Providing and laying in position cement
24
concrete of specified grade excluding
25
the cost of centering and shuttering.-
26
All work upto plinth level -1:5:10
27
(1 cement:5coarse sand : 10 graded
28
stone aggregate 40mm nominal size) 26 3,856.18 cum 100,261
29
 cum
30
31
REINFORCED CONCRETE WORK
32
3Centring and shuttering including
33
strutting, propping etc.and
34
removal of form for:Foundations ,
35
footings, bases of columns ,etc.
36
for mass concrete.- Using steel
37
sheet with M.S.frames 62 271.80 sqm 16,852
38
 sqm
39
4Reinforcement for R.C.C work including
40
straightening , cutting , bending , placing
41
in position and binding all complete
42
Thermo- Mechanically treated bars
43
(TISCON / VIZAG / IISCO /SAIL /
44
JSW) including placing the M30
45
grade Athees make cover
46
block @ 60cm centre to centre 15,000 72.93 Kg 1,093,950
47
 Kg
48
5Providing and laying in position machine
49
batched , machine mixed and machine
50
vibrated design mix cement concrete of
51
specified grade for reinforced cement
52
concrete work including pumping of concrete
53
to site of laying but excluding the cost
54
of centring , shuttering , finishing and
55
reinforcement , including admixtures in
56
recommended proportions as per IS 9103 to
57
accelerate , retard setting of concrete ,
58
improve workability without impairing
59
strength and durability . M-25 grade
60
reinforced cement concrete by using 410 kg
61
of cement per cum of concrete - All work
62
upto floor V level. 64.00 7,222.74 cum 462,255
63
 cum
64
65
6Add or deduct for providing richer
66
or leaner mixes respectively at
67
all floor levels - Providing M-30
68
grade concrete by using 420 kg of
69
cement per cum of concrete instead
70
of M-25 grade B.M.C. 64.00 92.84 cum 5,942
71
 cum
72
73
PILE WORK
74
75
7Boring, providing and installing bored
76
cast-in-situ reinforced cement concrete
77
pile of specified diameter and length below
78
the pile cap M30 in cement concrete, to
79
carry a safe working load not less than
80
specified, excluding the cost of steel
81
reinforcement but including the cost of
82
boring with, bentonite solutions and
83
temporary casing of appropriate length for
84
setting out and removal of same and the
85
length of the pile to be embedded in the
86
pile cap etc., all complete, including
87
removal of excavated earth with all lifts
88
and leads (length of pile for payment shall
89
be measured upto bottom of pile cap).
90
450 dia piles 360 2,956.00 metre 1,064,160
91
 metre
92
Total2,768,595
93
94
95
96
97
98
99
100