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Sl.No NAME OF THE MATERIAL UNIT SOURCE LEAD IN KmINCIDENTAL
CHARGE
LEAD
CHARGES
COST OF
MATERIAL
LOADING &
UNLOADINGTOT
1 CEMENT TONNE Madurai 25 30 28 5000 50+50 51
2 MILD STEEL 100 Kg Madurai 25 40 28 3500 50+50 36
3 BINDING WIRE 100 Kg Madurai 25 25 28 2000 50+50
4 SAND FOR MORTAR M3
THIRUPP
UVANAM 25 35 30 1430 35+35
5 SAND FOR FILLING M3
THIRUPPUVANAM 25 35 30 1200 35+35
6 BRICKS ( IST
CLASS ) 1000 Nos
THIRUPP
UVANAM 25 32 35 5000 40+40
7 BRICK JELLY ( 20 mm ) M3
THIRUPP
UVANAM 25 35 35 1200 50+50
8 BROKEN STONE( 20 mm ) M3 THIRUPP
UVANAM 25 40 40 1400 50+50
9 BROKEN STONE( 40 mm ) M3
THIRUPP
UVANAM 25 35 50 1500 60+60
10 SHELL LIME M3
Madurai 25 30 70 1800 40+40
11 ROUGH STONE M3
THIRUPPUVANAM 25 45 60 1200 50+50
12 BOND STONE M3
THIRUPP
UVANAM 25 45 60 1400 60+60
13 SLAKED LIME M3
Madurai 25 32 45 1300 45+45
14
PRESSED TILES
( 300mm X 300mmX10mm) 1000 Nos Madurai 25 45 75 9000 60+60
RATE OF MATERIALS
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Qty Description Rate Per Amount
480 Kg Cement 5158 Tonne 2475.84
1 m3
Sand 1565 M3
1565
Lumpsum Mixing charges 45 M3
45
4085.84
Qty Description Rate Per Amount
360 Kg Cement 5158 Tonne 1856.88
1 m3
Sand 1565 M3
1565
Lumpsum Mixing charges 45 M
3
453466.88
Qty Description Rate Per Amount
288 Kg Cement 5158 Tonne 1485.5
1 m3
Sand 1565 M3
1565
Lumpsum Mixing charges 45 M3
45
3095.5
Qty Description Rate Per Amount10 m3 Earthwork excavation in soil 60 M
3600
10 m3
Add 100% extra for narrow
excavation 60 M3
600
10 m3 Refilling charges ( 1/3rd
) 60 M3
20
820
82
Qty Description Rate Per Amount
9.5m3
40mm broken stone 1705 M3
16197.5
3.8m3
Cement mortar 1:4 3466.88 M3
13174.14
1.83 Nos Mason IInd
class 320 Each 585.6
17.7 Nos Mazdoor Ist
class 200 Each 3540
14.1 Nos Mazdoor IInd
class 175 Each 2467.5
35964.74
3596.47
Qty Description Rate Per Amount
10m3
Rough stone 1405 M3
14050
1m3
Bond stone 1625 M3
1625
3.4m3
Cement mortar 1:5 3095.5 M3
10524.7
7.1 Nos Mason Ist
class 450 Each 3195
10.6 Nos Mason IInd
class 320 Each 3392
Sub data:
1)Cement morar 1:3 for 1 m3
Sub data:
Sub data:
Per m3
Total
2)Cement morar 1:4 for 1 m3
Total
ANALYSIS OF RATES
Per m3
Rate for 10 m3
Rate for 1 m3
4)Earthwork excavation for 10 m3
5)C.C 1:4:8 foundation concrete using 40 mm broken stone - 10 m3
Per m3
Per m3
3)Cement morar 1:5 for 1 m3
Per m3
Per m3
6)R.R masonry in C.M 1:5 - 10m3
Total
Rate for 10 m3
Rate for 1 m3
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Qty Description Rate Per Amount
9m3 Broken stone ( 20 mm ) 1580 M3
14220
4.5m3
sand for mortar 1565 M3
7042.5
3231 Kg Cement 5158 Tonne 16665.49
3.5 Nos Mason IInd
class 320 Each 1120
21.2 Nos Mazdoor Ist
class 200 Each 4240
35.3 Nos Mazdoor IInd
class 175 Each 6177.5
49465.49
4946.54
Rate for 10 m3
7)R.C.C 1:2:4 for roof slab,beams and lintels - 10 m3
Per m3
Rate for 1 m3
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Qty Description Rate Per Amount
6010 Nos Bricks 5147 1000 Nos 30933.47
2.8m3 Cement mortar 1:5 3095.5 M3
8667.4
3.5 Nos Mason Ist
class 450 Each 1575
7 Nos Mason IInd class 320 Each 2240
7 Nos Mazdoor Ist
class 200 Each 1400
14.1 Nos Mazdoor IInd
class 175 Each 2467.5
47283.37
4728.34
Qty Description Rate Per Amount
1 m3
Sand for filling 1565 m3
1565
1 m3
Refilling charges 80 m3
80
1645
Qty Description Rate Per Amount
22 Nos Colour cement 1200 100 Kg 264
1.6 Nos Mason IInd
class 320 Each 512
0.5 Nos Mazdoor Ist class 200 Each 100
1.1 Nos Mazdoor IInd
class 175 Each 192.5
1068.5
106.85
9)Sand filling for foundation and basement - 1m3
10)Painting with colour cement - 10 m2
Rate for 1 m3
Rate for 10 m3
Rate for 1 m3
Per m2
Per m3
Per m3
Rate for 10 m2
Rate for 1 m2
8)Brick work in C.M 1:5 - 10 m 3
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Qty Description Rate Per Amount
L.S
Polishing with polishing
machine L.S 350
2.2 Nos Mason IInd
class 320 701
L.S For conveyance charge L.S 150
L.S
For temporary electric
connection L.S 200
L.S Cost of polishing L.S 300
1701
Qty Description Rate Per Amount
0.1 m3
Cement mortar 1:3 4085.84 m3
408.58
1.1 Nos Mason Ist
class 450 Each 495
1.1 Nos Mazdoor Ist
class 200 Each 220
1.1 Nos Mazdoor IInd
class 175 Each 192.5
1316.08
131.608
Qty Description Rate Per Amount
12.8 m3
Broken brick jelly ( 20mm ) 1370 m3
17536
5.0 m3
Slacked lime 1467 m3
7335
1.8 Nos Mason Ist
class 450 Each 810
1.1 Nos Mazdoor Ist
class 200 Each 220
14.1 Nos Mazdoor IInd
class 175 Each 2467.5
28368.5
283.685
13) Weathering course 100mm thick - 100 m2
Rate for 1 m2
Per m2
Rate for 1 m2
Per m2
12)Ceiling plastering using C.M 1:3 - 10 m2
Rate for 100 m2
Each/day
Total
11)Polishing
Rate for 10 m2
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Qty Description Rate Per Amount
0.14 m3
Cement mortar 1:5 3095.5 m3
433.37
1.1 Nos Mason Ist
class 450 Each 495
0.5 Nos Mason IInd
class 320 Each 160
1.1 Nos Mazdoor Ist class 200 Each 220
14.1 Mazdoor IInd
class 175 Each 2467.5
3775.87
377.59
Qty Description Rate Per Amount
2.2 Lit Anti-corrosive paint 425 Lit 935
1.1 Nos Painter Ist
class 250 Each 275
L.S Sundries L.S 25
1235
123.5
Qty Description Rate Per Amount
0.07 m3
Shell lime 1980 m3
138.6
1.6 Nos Mason Ist
class 450 Each 720
0.5 Nos Mazdoor Ist
class 200 Each 100
2.7 Nos Mazdoor IInd
class 175 Each 472.5
1431.1
14.31
Qty Description Rate Per Amount
100 m2
Colour ( 2 coats ) 100 m2
1431.1
L.S
Add 50% for colour
pigments&brushes 715.55
2146.65
214.67
16) White washing two coats - 100 m2
17) Colour washing two coats - 100 m2
14) Plastering with C.M 1:5 - 10 m2
Rate for 10 m2
Rate for 1 m2
Per m2
Per m2
Rate for 10 m2
Rate for 1 m2
15) Painting iron works with anti-corrosive paint - 10 m2
Rate for 100 m2
Rate for 10 m2
Rate for 100 m2
Per m2
Rate for 10 m2
Per m2
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Qty Description Rate Per Amount
13.6 Kg Cost of M.S sheet 140 Each 1904
4.0 Kg Cost of M.S angle 110 Each 440
Lumpsum for cutting andwelding charge 300 L.S 300
2644
18) Formwork for centering and shuttering for all R.C.C works - M2
Rate for 1.0 m2
Per m2
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SL.NO DESCRIPTION QTY RATE UNIT AMOUNT
1
Earthwork excavation for
foundation94.69 m
3
820 10.0m3
77645.80
2
C.C 1:4:8 for foudation
concrete9.469 m
33596.5 1.0m
334055.26
3 R.R masonry with C.M 1:5 38.35 m3
3807.4 1.0m3
146013.79
4
R.C.C 1:2:4 for slab
( including portico )28.48625 m
34946.5 1.0m
3121121.24
5
R.C.C 1:2:4 for lintels
0.8025 m3
4946.5 1.0m3
3969.57
6
R.C.C 1:2:4 for sunshade
0.7822 m3 4946.5 1.0m3 3869.15
7
R.C.C 1:2:4 for Beams
( 2 Nos )3.875625m
34946.5 1.0m
319170.78
8
Brick work with C.M 1:5
82.506m3
4728.34 1.0m3
390088.05
9
Sand filling for foundation
59.88375m3
1645 1.0m3
98508.77
10
Flooring concrete with C.C
1:4:8 for 100mm thick13.3075m
33596.5 1.0m
347860.42
11
Tiles laying with C.M 1:5 for
40mm thick mortar and10mm thick tiles 125.575m2
5500 1.0m2
690662.50
12
Plastering with C.M 1:5
( Internal )486.99m
2377.59 1.0m
2183882.55
13
Plastering with C.M 1:5
( External )210.90m
2377.59 1.0m
279633.73
14
Plastering with C.M 1:3 for
ceiling ( External )133.075m
2377.59 1.0m
250247.79
15
Weathering course for 100
mm thick145.2625m
2283.69 1.0m
241209.52
16White washing
849.055m2
14.31 10.0m2
1214.99
17
Colour washing
715.98m2
214.67 10.0m2
15369.94
18
Finishing of roof slab with
pressed tiles145.2625m
2450 1.0m
265368.13
19
Centering& Shuttering for
R.C.C works145.2625m
22644 1.0m
2384074.05
20
Jolley works
2.88m2
320 1.0m2
921.60
21
Supplying & fixing of doorsand windows
30000.0.
ABSTRACT ESTIMATE
Say approximate Total project co
Rs.30,13,000/-
(Thirty lakhs and thirteen thousands
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22
Cost of steel
1885 4800 100 Kg 90480.00
23
Cost of water supply
arrangements90000.00
24
Cost of sanitary
arrangements90000.00
25
Cost of electification
arrangements90000.00
26
Cost of supervision charges
75000.00
27
Cost of unforseen items
contingencies,etc.,75000.00
28
Additions for altrations
20000.00
3012988.80
L.S
L.S
L.S
L.S
L.S
L.S
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fck
fy
b
M20
BV
mf
d
D
lx
ly
M.R
B.M
Ast
#
Fd
x
y
Factored moment
Bending moment co-efficients
Bending moment
Area of steel
Torsion steel
Diameter of steel
Modification factor
Effective depth
Overall depth
Shorter span
Longer span
Moment of resistance
ABBREVATIONS
Characteristic strength of concrete
Characteristic strength of steel
Breadth
Mix ratio
Basic value
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SL.NO1
2
3
4
5
6
7
8
PLAN AND SECTIONAL VIEW
SCHEDULE OF RATES
ESTIMATE AND COSTING
ABSTRACT ESTIMATE
CONTENTSDESCRIPTION PAGE NO
SPECIFICATIONS
ABBRIVATIONS
DESIGNS
BARBENDING SCHEDULE
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DESIGNS
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BARBENDING SCHEDULE
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PLAN & SECTIONAL VIEW
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ESTIMATE AND COSTING
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ABSTRACT ESTIMATE
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SCHEDULE OF RATES
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