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8/4/2019 Rate Analysis 15.09.11
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Sl no Descripition Unit Amount Remarks
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
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9
10
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3
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5
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Index
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Last update 1-Aug-11
Unit Rate
1 Cement Bags 300.00
2 White Cement Bags 700.00
3 River Sand Cum 1,060.004 Manufactured sand Cum 900.00
5 Gravel Cum 300.00
6 Ordinary earth Cum 150.00
7 12 mm Aggregate Cum 700.00
8 20 mm Aggregate Cum 800.00
9 40 mm Aggregate Cum 700.00
10 Filter media stone aggregate Cum 500.00
11 Soling Cum 800.00
12 Quarry Dust Cum 450.00
13 Bricks Nos 5.5014 Table mould Bricks Nos 8.00
15 Wire cut Bricks Nos 16.00
16 Brick bat 25 to 100mm Cum 500.00
17 Cinder ballast Cum 300.00
18 4" Solid Block Nos 21.00
19 6" Solid Block Nos 28.00
20 8" Solid Block Nos 39.00
21 4" Hallow Block Nos 19.00
22 6" Hallow Block Nos 25.00
23 8" Hallow Block Nos 32.0024 Size stone 20X20X25cms Nos 7.00
25 Size stone dressing [2 line] Nos 3.00
26 Bond stones 20X20X45cms Nos 10.00
27 Stone slab 10-12cm thk Sqm 250.00
28 Granite stone slab fine dressed 40mm thk Sqm 1,000.00
29 Lime Kgs 15.00
30 Chicken mesh Sqm 30.00
31 Arpitha Mesh Rmt 25.00
32 Nails Kgs 50.00
33 Reinforcement steel MT 41,000.0034 Structural steel MT 50,000.00
35 Weld mesh75mm X 25mm of 6g X 10g Sqm 250.00
36 AC sheet 6mm thk semi corrugated Sqm 200.00
37 AC sheet 6mm thk semi corrugated Sqm 250.00
38 Ridges (AC sheet) Pair 250.00
39 12mm thk pre laminated board (Novapan) exterior grade Sqm 650.00
40 Plywood 12mm thk (Commercial) Sqm 400.00
Basic Material Cost
Sl No Element
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41 Plywood 19mm thk (Commercial) Sqm 700.00
42 Plywood 25mm thk (Commercial) Sqm 800.00
43 Sheet 6mm thk (Commercial) Sqm 300.00
44 Plain Particle Board Sqm 450.00
45 Cobble stone 60mm thk Sqm 250.00
46 Cobble stone 75mm thk Sqm 350.00
47 Chequered Cement concrete tiles Sqm 200.0048 Mosaic tiles - Light shade Sqm 350.00
49 Vitrified tiles 10mm thk 600X600mm Granolite finish Sqm 600.00
50 Grout for vitrtfied tiles Kgs 55.00
51 Spacers for vitifried tiles No 1.50
52 Ceramics tiles 300 X 300 mm Sqm 300.00
53 Ceramics tiles 150 X 150 mm Sqm 250.00
54 Colour glazed tiles 150 X 150 mm 10mm thk Each 8.00
55 Colour glazed tiles 150 X 150 mm 10mm thk anti skid Each 9.00
56 White glazed tiles 150 X 150 mm 6mm thk Each 7.00
57 White glazed tiles 150 X 150 mm 10mm thk Each 8.0058 Yelahanka tiles 250 X 250mm Each 5.00
59 Mangalore tiles & special tiles for ridge & hips No 15.00
60 Cuddapah slab 25-40mm thk Sqm 250.00
61 Shahabad slab 25-40mm thk Sqm 300.00
62 Tandur blue slab 25-40mm thk Sqm 225.00
63 Marble slab 20mm thk Sqm 650.00
64 Machine cut Granite stone slab 40mm thk Sqm 400.00
65 Machine polished Granite stone slab 20mm thk Sqm 650.00
66 Hassan green granite 20mm thk Sqm 1,500.00
67 Grey granite 20mm thk Sqm 800.0068 Preploshied Grey granite 20mm thk Sqm 1,000.00
69 Preploshied water cut grey granite Sqm 1,000.00
70 Ruby red granite 20mm thk Sqm 1,300.00
71 Shiva gold granite 20mm thk Sqm 1,600.00
72 Black granite 20mm thk Sqm 1,100.00
73 Preploshied Black granite 20mm thk Sqm 1,200.00
74 Plaster of paris Kgs 25.00
75 Distemper Primer Ltr 70.00
76 Dry Distemper Kgs 70.00
77 Aluminium Paint Primer (Red Oxide) Ltr 100.0078 Aluminium Paint Ltr 200.00
79 Anticorrosive bitumastic paint Ltr 150.00
80 Enamel Primer Ltr 100.00
81 Enamel metal paint Ltr 350.00
82 Plastic emulsion paint Ltr 200.00
83 Red Oxide Kgs 90.00
84 Varnish Ltr 120.00
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85 Water proof cement paint Kgs 40.00
86 Oil bound distemper Kgs 70.00
87 Turpentine oil Ltr 40.00
88 Thinner Ltr 150.00
89 Anodized M R F Painting Sqm 350.00
90 Melamine patty Kgs 200.00
91 Synthetic enamel paint Ltr 180.0092 Road Marking paint Ltr 275.00
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Grade of concrete Unit Rate/Cum
30 M10 Cum 3,200.00 M15 Cum 3,350.00
M20 Cum 3,450.00
M25 Cum 3,650.00
20-24 M30 Cum 3,850.00
M35 Cum 4,100.00
M40 Cum 4,300.00
M45 Cum 4,500.00
Shuttering Sqm 200
RMC Lowest quoted rate
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Last Update 1-Aug-11
Unit Rate
1 Foreman/Supervisor Nos 1,000.00
2 Mason [1st Class] Nos 500.00
3 Mason [2nd Class] Nos 450.00 4 Male cooli Nos 275.00
5 Female cooli Nos 185.00
6 Bhisti Nos 185.00
7 Bar bender Nos 450.00
8 Helper Nos 275.00
9 Carpenter Nos 450.00
10 Helper Nos 275.00
11 Gas / Electric welder Nos 500.00
12 Plumber Nos 500.00
13 Stone cutter Nos 500.00
Labour wages
Sl no Item
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Last update 1-Aug-11
Unit Rate/day (8hrs)
1 Mixer machine Nos 2,000.00
2 Vibrator (Needle) Nos 500.00
3 Hand mixer Nos 200.00 4 Farm Tractor Nos 1,200.00
5 Tractor dozer Nos 3,500.00
6 Tractor mounted drilling equipment / Jack hammer Nos 2,500.00
7 Air Compressor Nos 2,500.00
8 Tipper - 5cum Nos 3,000.00
9 JCB excavator Nos 8,000.00
10 Water tanker Nos 1,000.00
11 Plate vibrator 3ton Nos 500.00
12 Mechanical Paver finisher Nos 8,000.00
13 Hydraluic paver finisher (Electronic sensor) Nos 20,000.00 14 Road roller 8-10T Nos 4,000.00
15 Vibratory roller 8T Nos 12,000.00
16 Pneumatic / Tandem road roller Nos 8,000.00
17 Motor grader BEML Nos 3,000.00
18 Wheeled dozer D50 BEML Nos 14,000.00
19 Front end loader 1cum bucket capacity Nos 6,500.00
20 Hot mix plant 40/60 TPH Nos 80,000.00
21 Wet mix plant 60 TPH/ Pug mill Nos 10,000.00
22 Concrete pump 45 & 30 Cum capacity Nos 2,000.00
23 Tranist mixer 4.5cum/hr Nos 6,400.00 24 Batching plant (30Cum/hr) Nos 16,000.00
25 Pumping water 3.5KL/hr capacity Nos 400.00
26 Mechanical Broom Hydraluic Nos 2,600.00
27 Bitumen Pressure Distributor Nos 7,200.00
28 Emulsion Pressure Distributor Nos 5,600.00
29 Vaccum dewatering Sqm 50.00
30 Crane 80 tonnes Nos 8,000.00
31 Crane 35 tonnes Nos 6,400.00
32 Crane 3 tonnes Nos 3,200.00
33 Kerb casting machine Nos 3,200.00 34 Piling rig with Bantonite pump Nos 40,000.00
35 Electric Generator set 250KVA Nos 8,000.00
36 Generator 100KVA Nos 5,200.00
37 Generator 33KVA Nos 2,800.00
38 Road marking machine Nos 800.00
39 Welding and grinding machine Nos 500.00
40 Cutting and grinding machine Nos 500.00
Basic Machinary hire charges
Sl No Item
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41 Grout pump with agitator & accessories Nos 8,000.00
42 Epoxy injection gun Nos 2,000.00
43 Shotcreting equipment Nos 1,500.00
44 Stressing jack with pump Nos 2,000.00
45 Providing & removing staging Sqm 200.00
46 Providing & removing double heigth staging Sqm 350.00
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Rate Analysis for Site mix Cement Concrete 1 Cum.
S l n o
P a r t i c u l a r s
M a t e r i a l u s e d
Q
u a n t i t y
( b a g s )
R a t e @
R s 3 0 0
/ b a g
Q u a n t i t y +
5 %
w a s t a g e
( C u m )
T o t a l c o s t o f
S a n d
Q u a n t i t y +
5 %
w a s t a g e
( C u m )
Plain Cement Concrete
1 PCC - 1 : 5 : 10 40mm C.A 2.60 780.00 0.52 554.27 1.05
2 PCC - 1 : 4 : 8 40mm C.A 3.40 1,020.00 0.48 511.98 1.01
3 PCC - 1 : 3 : 640mm C.A &
down size4.40 1,320.00 0.49 523.11 0.99
4 PCC - 1 : 3 : 620mm C.A &
down size4.40 1,320.00 0.49 523.11 0.99
5 PCC - 1 : 2 : 420mm C.A &
down size6.40 1,920.00 0.47 500.85 0.95
6 PCC - 1 : 2 : 4
12mm C.A &
down size 6.40 1,920.00 0.47 500.85 0.95
RCC: Footings, Raft foundations
1 M25 - 1 : 1 : 2 20mm C.A 10.82 3,246.00 0.40 422.94 0.80
2 M20 - 1 : 1.5 : 3 20mm C.A 8.00 2,400.00 0.44 463.01 0.89
M20 Design mix 20mm C.A 6.50 1,950.00 0.44 463.01 0.89
RCC: Columns, Beams, Lintels, Staircase, Roof beams & Slab @ Ground floor level.
1 M25 - 1 : 1 : 2 20mm C.A 10.80 3,240.00 0.40 422.94 0.80
M25 Mix deign 20mm C.A 6.60 1,980.00 0.40 422.94 0.80
M25 Mix deign 20mm C.A 6.60 1,980.00 0.40 422.94 0.80
2 M20 - 1 : 1.5 : 3 20mm C.A 8.00 2,400.00 0.44 463.01 0.89
M20 Mix design 20mm C.A 6.40 1,920.00 0.44 463.01 0.89
M20 Mix design 20mm C.A 6.40 1,920.00 0.44 463.01 0.89
M20 Mix design 20mm C.A 6.40 1,920.00 0.44 463.01 0.89
3 M15 - 1 : 2 : 4 20mm C.A 6.40 1,920.00 0.47 500.85 0.95
4 M10 - 1 : 3 : 6 20mm C.A 4.40 1,320.00 0.49 523.11 0.99
RCC: Columns, Beams, Lintels, Staircase, Roof beams & Slab @ First floor level.
1 M25 - 1 : 1 : 2 20mm C.A 10.80 3,240.00 0.40 422.94 0.80
2 M20 - 1 : 1.5 : 3 20mm C.A 8.00 2,400.00 0.44 463.01 0.89
3 M15 - 1 : 2 : 4 20mm C.A 6.40 1,920.00 0.47 500.85 0.95
4 M10 - 1 : 3 : 6 20mm C.A 4.40 1,320.00 0.49 523.11 0.99
A
Cement Sand Agg
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Total
T o t a l c o s t o f
A g g r e g a t e
T o
t a l
m
a t e r
i a l
c o s
t
F o r e m a n /
S u p e r v i s o r
C o s t @
R s 1 0 0 0 / D a y
M a s o n s
C o s t @
R s
4 5 0 / D a y
M
a l e c o o l i
C o s t @
R s
2 7 5 / D a y
F e m a l e c o o l i
C o s t @
R s
1 8 5 / D a y
B
h i s t i (
f o r
c u r i n g )
735.00 2,069.27 0.05 50.00 0.13 56.25 0.65 178.75 0.65 120.25 0.13
705.60 2,237.58 0.05 50.00 0.13 56.25 0.65 178.75 0.65 120.25 0.13
690.90 2,534.01 0.05 50.00 0.13 56.25 0.65 178.75 0.65 120.25 0.13
789.60 2,632.71 0.05 50.00 0.13 56.25 0.65 178.75 0.65 120.25 0.13
756.00 3,176.85 0.10 100.00 0.18 81.00 1.25 343.75 1.25 231.25 0.13
661.50 3,082.35 0.10 100.00 0.18 81.00 1.25 343.75 1.25 231.25 0.13
638.40 4,307.34 0.10 100.00 0.18 81.00 1.25 343.75 1.25 231.25 0.13
714.00 3,577.01 0.10 100.00 0.18 81.00 1.25 343.75 1.25 231.25 0.13
714.00 3,127.01 0.10 100.00 0.18 81.00 1.25 343.75 1.25 231.25 0.13
638.40 4,301.34 0.10 100.00 0.18 81.00 1.25 343.75 1.25 231.25 0.13
638.40 3,041.34 0.10 100.00 0.18 81.00 1.25 343.75 1.25 231.25 0.13
638.40 3,041.34 0.10 100.00 0.18 81.00 1.25 343.75 1.25 231.25 0.13
714.00 3,577.01 0.10 100.00 0.18 81.00 1.25 343.75 1.25 231.25 0.13
714.00 3,097.01 0.10 100.00 0.18 81.00 1.25 343.75 1.25 231.25 0.13
714.00 3,097.01 0.10 100.00 0.18 81.00 1.25 343.75 1.25 231.25 0.13
714.00 3,097.01 0.10 100.00 0.18 81.00 1.25 343.75 1.25 231.25 0.13
756.00 3,176.85 0.10 100.00 0.18 81.00 1.25 343.75 1.25 231.25 0.13
789.60 2,632.71 0.10 100.00 0.18 81.00 1.25 343.75 1.25 231.25 0.13
638.40 4,301.34 0.10 100.00 0.18 81.00 1.25 343.75 1.25 231.25 0.13
714.00 3,577.01 0.10 100.00 0.18 81.00 1.25 343.75 1.25 231.25 0.13
756.00 3,176.85 0.10 100.00 0.18 81.00 1.25 343.75 1.25 231.25 0.13
789.60 2,632.71 0.10 100.00 0.18 81.00 1.25 343.75 1.25 231.25 0.13
regate Labour charges
B
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Total
C o s t @
R s
1 8 5 / D a y
T o t
a l L a
b o u r
C o s
t
F o
u n
d a
t i o n
C o
l u m n
B
e a m s
&
L i n t e l s
R o o
f b e a m
&
s l a b s
S t a
i r c a s e
&
L
a n
d i n g
Q t y ( S q m
)
C o s
t o
f
s h
u t t e r
i n g
R s
2 0 0 / S q m
M
a c h i n e r y
h i r
e c h a r g e s
o n t o t a l
m a
t e r i a l c o s t
23.13 428.38 - - - 2%
23.13 428.38 - - - 2%
23.13 428.38 - - - 2%
23.13 428.38 - - - 2%
23.13 779.13 - - - 3%
23.13 779.13 - - - 3%
23.13 779.13 - - 3%
23.13 779.13 - - 3%
23.13 779.13 3.50 3.50 700.00 3%
23.13 779.13 - - 3%
23.13 779.13 14.00 14.00 2,800.00 3%
23.13 779.13 18.50 18.50 3,700.00 3%
23.13 779.13 - - 3%
23.13 779.13 8.50 8.50 1,700.00 3%
23.13 779.13 14.00 14.00 2,800.00 3%
23.13 779.13 18.50 18.50 3,700.00 3%
23.13 779.13 - - 3%
23.13 779.13 - - 3%
23.13 818.08 - - 3%
23.13 818.08 - - 3%
23.13 818.08 - - 3%
23.13 818.08 - - 3%
Plant & M
C
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E F G H I J K
Total
T
o t a l h i r e
c h
a r g e s o n
m
a c h i n e r y
T o t a l
[ A + B + C + D ]
W a t e r &
e l e c t r i c i t y
c h
a r g e s @
1 . 0
0 % O n D
C o n
t i n g e n c e s ,
t o o l s &
t a c k l e s @
1 . 5 0 % o n D
O v e r h e a d s &
C o n t r a c t o r
p r o f i t s a t 2 0 %
o n
E , F & G
T o t a l o n
[ E + F + G + H ]
W o r k c o n t r a c t
T a
x 4 % o n
T o t a l ( I )
G r
a n
d T o
t a l
[ R
o u n
d - o
f f
]
o n
( J )
41.39 2,539.03 25.39 38.09 520.50 3123.01 3247.93 3,248.00
44.75 2,710.71 27.11 40.66 555.69 3334.17 3467.54 3,468.00
50.68 3,013.07 30.13 45.20 617.68 3706.07 3854.31 3,855.00
52.65 3,113.74 31.14 46.71 638.32 3829.90 3983.10 3,984.00
95.31 4,051.28 40.51 60.77 830.51 4983.08 5182.40 5,183.00
92.47 3,720.21 37.20 55.80 762.64 4575.86 4758.89 4,759.00
129.22 5,098.82 50.99 76.48 1045.26 6271.54 6522.41 6,523.00
107.31 4,346.57 43.47 65.20 891.05 5346.29 5560.14 5,561.00
93.81 4,583.07 45.83 68.75 939.53 5637.18 5862.67 5,863.00
129.04 5,209.51 52.10 78.14 1067.95 6407.69 6664.00 6,664.00
91.24 6,711.71 67.12 100.68 1375.90 8255.40 8585.61 8,586.00
91.24 7,611.71 76.12 114.18 1560.40 9362.40 9736.89 9,737.00
107.31 4,463.44 44.63 66.95 915.01 5490.04 5709.64 5,710.00
92.91 5,669.04 56.69 85.04 1162.15 6972.92 7251.84 7,252.00
92.91 6,769.04 67.69 101.54 1387.65 8325.92 8658.96 8,659.00
92.91 7,669.04 76.69 115.04 1572.15 9432.92 9810.24 9,811.00
95.31 4,051.28 40.51 60.77 830.51 4983.08 5182.40 5,183.00
78.98 3,490.82 34.91 52.36 715.62 4293.70 4465.45 4,466.00
129.04 5,289.37 52.89 79.34 1084.32 6505.92 6807.06 6,808.00
107.31 4,543.30 45.43 68.15 931.38 5588.26 5852.70 5,853.00
95.31 4,131.14 41.31 61.97 846.88 5081.30 5325.46 5,326.00
78.98 3,570.68 35.71 53.56 731.99 4391.93 4608.51 4,609.00
Additional chargesachinery
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R
e m a r k s
Labour @70% of
total L.C
Labour @ 85% of
total L.CLabour @ 85% of
total L.CLabour @ 85% of
total L.C
38.96 8,624.96
38.96 9,775.96
38.96 7,290.96 77.91 7,329.91
38.96 8,697.96 77.91 8,736.91
38.96 9,849.96 77.91 9,888.91
5% for additional
floor on L.C5% for additional
floor on L.C5% for additional
floor on L.C5% for additional
floor on L.C
1st floor 2nd floor
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1 EARTH WORKS1 Mass Excavation with sale of earth CUM 97.00
2Excavation in shallow trenches / pits (up to 60 CM depth)
including spreading at the sides.CUM 123.00
3Excavation over areas in all kinds of soil up to 1.5 M depth
below ground including lift and lead of 50’.CUM 154.00
4Excavation over areas in all kinds of soil from 1.5M to 3.0 M
depth below ground including lift and a lead of 50’.CUM 184.00
5 Excavation over areas in all kinds of soil from 3.0 M to 4.5 Mdepth below ground including lift and lead of 50’. CUM 205.00
6Excavation of foundation trenches in all kinds of soil upto
1.5 M depth below ground level including lift and lead of 50’.CUM 103.00
7Excavation for foundation trenches in all kinds of soilupto 1.5 M to 3.0 M depth below ground level including lift
and lead of 50’.
CUM 154.00
8
Excavation for foundation trenches in all kinds of soil from
3.0m to 4.5m depth below ground level including lift and
lead of 50’.
CUM 205.00
9 General leveling of earth and trimming CUM 9.00
10Shifting of Surplus earth from the premises upto lead of 50 -
100'.CUM 16.00
11 Shifting of Surplus earth from the premises upto lead of 100- 150'.
CUM 26.00
12Shifting of Surplus earth from the premises upto lead of 150
- 200'.CUM 36.00
13Back filling in layers of not more than 30 CM as perinstructions at site including watering,
com action/levelin .etc. com lete .
CUM 52.00
14
Back filling in layers not more than 30 CM as per the
instructions at site excluding watering and including,com action / levelin .
CUM 46.00
15Sand filling including watering manual ramming and
compaction.CUM 46.00
17 Backfilling & consolidation with earth from outside CUM 480.00
18 Antitermite Treatment SQM 10.00 19 Soling 150mm thick SQM 184.00
2 CONCRETE WORKSPCC
1 PCC 1:4:8 for foundations (RMC) CUM 1,731.00 2 PCC1:3:6 Basement(RMC) CUM 1,782.00 3 Cast in situ CC 1:4:8 CUM 2,470.00 4 Cast in situ PCC 1:3:6 CUM 2,882.00
RCCRMC
A B S T R A C T
S/N DESCRIPTION UNIT RATE
RATE ANALYSIS
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1 RCC M-20 Footings CUM 2,135.00 2 RCC M-20 Columns CUM 2,142.00 3 RCC M-20 Roof beam concrete CUM 2,142.00 4 RCC M-20 Slab CUM 2,197.00 5 RCC M-20 Sloped slab concrete CUM 2,202.00 6 RCC M-20 Staircases CUM 2,170.00 7 RCC M-20Lift wall concrete CUM 2,142.00 8 RCC M-20 Lintels & Cornice CUM 2,197.00
9 RCC M-20 chejjas & cills CUM 2,197.00 CAST IN SITU
1 RCC 1:1.5:3 Footing/Pedestal CUM 4,172.00 2 RCC 1:1.5:3 Column/P.beam CUM 4,199.00 3 RCC 1:1:2 Column CUM 5,072.00 4 RCC 1:1.5:3 Beams/Slab CUM 4,172.00 5 RCC 1:2:4 Lintel /Chejja CUM 3,762.00 6 RCC 1:1.5:3 Sloped Roof/Arches CUM 4,251.00 7 RCC 1:1.5:3 Stair Case CUM 4,227.00 8 RCC 1:2:4 Cast in Situ CUM 3,706.00
- 3 REINFORCEMENT -
Reinforcement MT 44,152.00
4 MASONRY WORKS - 1 Concrete Solid Block Masonry 100mm tk SQM 420.00 2 Concrete Solid Block Masonry 150mm tk SQM 339.00 3 Concrete Solid Block Masonry 200mm tk SQM 381.00 4 Concrete Hollow Block Masonry 100mm tk SQM 280.00 5 Concrete Hollow Block Masonry 150mm tk SQM 340.00 6 Concrete Hollow Block Masonry 200mm tk SQM 368.00 7 115mm Brick Masonry in CM 1:6 SQM 523.00 8 230mm Brick Masonry in CM 1:6 CUM 3,857.00 9 SSM in CM 1:6 CUM 1,681.00
- 5 PLASTERING WORKS -
1 Ceiling plastering with out lime rendering SQM 121.00 2 Ceiling plastering with lime rendering SQM 199.00 3 Internal wall plastering with lime rendering SQM 208.00 4 Internal wall plastering without lime rendering SQM 134.00 5 Rough plaster in walls(Dadoback) SQM 110.00 6 External plastering SQM 166.00 7 Stucco Plastering SQM 463.00 8 Waterproof plastering SQM 160.00 9 POP Punning SQM 143.00
- 6 WATERPROOFING / ROOF TILE WORKS - 1 Sloped roof slab with tiling SQM 587.00 2 Flat terrace with tiling SQM 777.00 3 Toilets waterproofing SQM 769.00
4 balconies/landscape area SQM 344.00 5 Brick bat Coba 100 tk over terrace SQM 502.00 6 Water Proofing for Fountain Waterbody SQM 315.00
- 7 HARD FINISHES -
Interlock Pavers over Sand bed SQM 1,230.00 40mm tk Granolithic Screed Flooring 1:2:4 SQM 168.00 50mm thick Grano Screed flooring SQM 353.00 75mm tkGranolithic Screed Flooring 1:2:4 SQM 292.00 80mm tkGranolithic Screed 1:2:4 SQM 203.00
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Screed Concrete 50 tk 1:2:4 CUM 2,448.00 Screed Concrete 75 tk 1:2:4 CUM 2,448.00 May Flower Granite tile flooring -10mm SQM 1,153.00 May FlowerGranite flooring -20mm SQM 2,309.00 10 tk Granite Tile Flooring SQM 1,064.00 Black Granite Flooring 20 mm tk over drain in Basement SQM 2,806.00 Multi Granite Flooring 20mm thick SQM 2,279.00 Italian Marble Flooring SQM 4,433.00
Marble Perlato Sicillia Flooring SQM 6,490.00 Vitrified Tile Flooring 300x 300 size SQM 1,147.00 Vitrified Tile Flooring 400x 400 size SQM 978.00 Vitrified Wall Tile Work SQM 913.00 20mm tk Sand Stone Slab Cladding SQM 339.00 20mm tk Granite slab Cladding SQM 2,100.00 Granite for staircaseTread - 20mm thk SQM 2,720.00 Granite for staircase Rise - 20mm thk SQM 2,220.00 Ceramic in toilets / kitchen etc. SQM 1,002.00 Ceramic Skirting RMT 124.00 Granite skirting RMT 155.00 10mm Jet Black Granite Skirting 100 mm high RMT 147.00 20mm Jet Black Granite Skirting 125 mm high RMT 278.00 10mm Jet Black Granite Skirting over Wood RMT 187.00
Black Colour Granite Skirting Work 10mm tk, 100 mm high RMT 180.00
Italian Marble Skirting 100 mm nigh RMT 1,048.00 Multi Colour Granite Skirting 10 tk 100mm high RMT 180.00 Ruby Red Granite 10mm tk Skirting RMT 216.00 Red Verono Marble 20 tk Skirting Work RMT 680.00 Cement Skirting 125 high RMT 46.00 Vitrified Skirting 100 mm high RMT 154.00 Dadoing Ceramic SQM 621.00 Multi Colour Granite Dadoing SQM 2,410.00 Dadoing Marbo Granite SQM 1,441.00 Pressed Clay Tiles for terrace SQM 220.00 Litf Cladding, Rubyred 90% and Jetblack 10% SQM 4,103.00
Clay Tile Cladding SQM 140.00 Rope Tile 200 mm Length Rmt 175.00 Lift Architraves SQM 1,920.00 Granite Vanity / Kitchen Counter SQM 2,789.00 40mm tk Cuddappah for Shekves SQM 393.00 Multi Colour Granite Bull Nosing 40mm Wide RMT 319.00 Coping in Balcony RMT 732.00 Timber Flooring SQM - Rubber Flooring SQM -
- 8 PAINTING WORKS -
Internal walls and ceiling - Plastic emulsion SQM 75.00 Snowcem Paint for ceiling SQM - Waterproof Cement paint SQM -
Tyrolean paint SQM - Enamel painting for MS Works SQM - Snowcem Paint in shafts SQM 44.00 Industrial Paint Sqm 259.00 Providing and applying Black paints in two coats with
necessary primer, putty to surfaces of walls and ceilingincluding cleaning, scrapping, levelling the surface.(Plastic
Emulsion
SQM 48.00
- 9 ALUMINIUM WORKS -
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Aluminium windows SQM - Aluminium Doors SQM - Aluminium Ventilators SQM -
- 10 M.S.WORKS -
M.S.Doors SQM - MS Lintles IMC 125 RMT 335.00 Balcony Railing SQM -
Staircase Railing SQM - -
11 MISCELLANEOUS - -
Concrete Jally Works(B8) SQM 2,505.00
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8.10 0.56 0.34 0.508.10 0.56 0.34 0.50
11.25 0.52 0.32 0.468.10 0.56 0.34 0.506.40 0.58 0.35 0.538.10 0.56 0.34 0.508.10 0.56 0.34 0.506.40 0.58 0.35 0.53
0.18 0.040.20 0.040.20 0.040.18 0.040.20 0.040.20 0.040.20 0.040.85 0.271.35 0.34 125.00
0.14 0.020.11 0.020.14 0.020.13 0.020.11 0.020.15 0.030.24 0.030.19 0.03
0.40 0.070.80 0.12 0.050.60 0.06 0.05
0.25 0.040.43 0.13
0.060.28 0.03 0.040.50 0.04 0.060.53 0.05 0.07
0.05 0.03 0.06
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0.22 0.050.22 0.040.20 0.04
0.050.08
0.20 0.04
0.080.08
0.17 0.040.16 0.050.20 0.040.20 0.040.22 0.040.22 0.050.20 0.050.02 0.010.02 0.010.02 0.040.10 0.04
0.01
0.02 0.040.010.010.01
0.03 0.010.02 0.040.02 0.05
0.010.23 0.050.19 0.03
0.08
0.23 0.05
0.23 0.05
0.070.04 0.01
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Q u a r r y d u s t
B a k f i l l e a r t h
B r i c k b a t
B r i c k s
C h i p s
B o u l d e r s
L i m e p a s t e
C h l o r o p h y r o p h i s
Cum Cum cum Nos Cum Cum Kgs Ltr400.00 350.00 1,000.00 6.00 500.00 400.00 20.00 204.00
1.20
0.03
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58.00500.00
0.17
4.004.00
0.05
0.25
0.10
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S
o l i d B l o c k s 1 6 " x
8 " x 4 "
S
o l i d B l o c k s 1 6 " x
8 " x 6 "
S
o l i d B l o c k s 1 6 " x
8 " x 8 "
2 0 0 m m
H o l l o w
b l o c k s
1 5 0 m m
H o l l o w
b l o c k s
1 0 0 m m
H o l l o w
b l o c k s
P C C 1 : 4 : 8
R M C M 1 0
Nos. Nos Nos Nos Nos Nos cum cum20.00 12.75 16.00 15.75 13.25 9.50 1,650.00 1,700.00
1.001.00
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12.5012.50
12.5012.50
12.5012.50
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R M C M 1 5
R M C M 2 0
R M C M 2 5
R M C M 3 0
R M C M 3 5
R e i n f o r c e m e n t
s t e e l
B i n d i n g w i r e
Cum cum cum cum cum MT Kg1,900.00 2,000.00 2,050.00 2,125.00 2,200.00 40,000.00 45.00
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1.001.001.001.001.001.001.001.00
1.00
1.05 10.00
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1.001.00
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S c a f f o l d i n g
M a t e r i a l s
S h u t t e r i n g
F o r m w o r k
N a i l s , o i l e
t c
P l a s t e r A c c e r i e s
A l g i p r o o f ( W a t e r
p r o o f l i q )
W a t e r P r o o f i n g
( S u b C o n t r a c t )
W P r o o f w i t h o u t
p l a s t e r
( S u b C o n t r a c t )
T e r a c o t t a T i l e s
Sqm Sqm Sqm Sqm Sqm Ltr sqm sqm Nos15.00 108.00 48.00 6.00 6.00 100.00 180.00 145.00 2.50
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1.00
1.001.00
0.03
1.00 34.001.00 34.001.65
0.03 1.00
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1.001.00
1.00
1.05
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P
r e s s e d T e r a c o t t a
T i l e s f o r T e r r a c e
2 0 0 x 2 0 0
C o l o u r l e s C o a t i n g
J e t b l a c k G r a n i t e
1 0 m m
t k
J e t b l a c k G r a n i t e
2 0 m m
t k
1
0 t k G r a n i t e T i l e s
B l a c k C o l o u r
G r a n i t e 1 0 0 m m
h i g h 1 0 t k
M u l t i C o l o u r
G r a n i t e 1 0 m m
t h i c k
M u l t i c o l o u r
G r a n i t e 2 0 m m
t h i c k
Sqm Sqm Sqm Sqm Sqm Sqm Sqm Sqm75.00 33.00 540.00 1,561.00 646.00 646.00 646.00 1,425.00
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1.031.15
1.15
0.100.10
0.11
0.11
0.11
1.15
1.05
0.05
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M
a y f l o w e r G r a n i t e
1 0 m m
G r a n i t e 2 0 m m
J e t B l a c k G r a n i t e
2 0 m m
V a n i t y
I t a l i a n M a r b l e
M a r b l e P e r l a t o
2 0 m m
t h i c k
R e d V e r o n a M a r b l e
R
u b y R e d G r a n i t e
1 0 t k
Sqm Sqm Sqm Sqm Sqm Sqm Sqm614.00 1,614.60 1,300.00 3,500.00 4,790.00 4,306.00 969.00
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1.101.10
1.03
0.90 0.30
1.031.101.10
0.11
0.10
0.110.11
0.13
1.101.10
0.29
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R
u b y R e d G r a n i t e
2 0 t k
C
e r a m i c t i l e F l o o r
C e r a m i c t i l e W a l l
V i t r i f i e d T i l e
3 0 0 x 6 0 0
V i t r i f i e d T i l e
4 0 0 x 4 0 0
V
i t r i f i e d T e r r a c o t t a
T i l e s 3 0 0 x 3 0 0
B
l a c k P e n c i l R o p e
T i l e 1 6 m m
W i d e
4 0 m m
t k
C u d d a p p a h S l a b
Sqm Sqm Sqm Sqm Sqm Sqm Nos Sqm2,369.00 572.64 322.00 1,025.00 645.84 753.00 25.00 323.00
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1.101.031.03
1.100.11
0.101.08
1.08
1.13
5.25
0.69
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S a n d s t o n e S l a b
2 0 m m
t k
I n t e r l o c k P a v e r s
C o n c r e t e J a l l y
2 0 0 x 2 0 0
6 m m
t k P l y w o o d
1 0 0 h i g h
M S B r a c k e t
C
o v e r B l o c k s a n d
o t h e r M i s c
F o r M S L i n t l e s I M C
1 2 5
A d h e s i v e
( C o u n t e r s )
Sqm Sqm Sqm Sqm kg LS Kg Sqm1,022.00 2,153.00 161.46 21.00 100.00 25.00 125.00
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0.11
4.40 1.00
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13.10
1.06
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P . O . P
P o l y t h e n e f o r
f l o o r i n g
E p o x y C o a t i n g
C e r a B o n d
C h e m i c a l f o r
S t u c c o W a t e r
P r o o f i n g
C h e m i c a l f o r W a t e r
P r o o f i n g - F o u n t a i n
W a t e r b o d y
W a x p o l i s h
S n o w c e m
P a i n t s i n
S h a f t s
P r o v i d i n g a n d
A p p l y i n g B l a c k
P a i n t
Kg Kg Sqm Kg sqm Sqm Sqm Sqm Sqm4.00 35.00 82.00 16.00 140.00 195.00 40.00 43.06 47.00
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1.000.40
1.00
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11.00 0.10 1.0011.00 0.10 1.0011.00 0.1011.00 0.0811.00 0.0811.00 0.10
11.00 0.08 1.0011.00 0.0811.00 0.10
11.00 0.10 1.000.10 1.00
11.00 0.10
0.10
0.02
11.00 0.10
0.25
1.00
1.00
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P l a s t i c E m u l s i o n
f
o r I n t e r n a l W a l l s
I n d u s t r i a l P a i n t
O
t h e r A c c e s s o r i e s
E x p a n d e d M e t a l
M e s h
W h i t e c e m e n t ,
P
i g m e n t , W a x e t c
J o i n t f i l l &
A c c e r i s C e r a m i c
J o i n t f i l l &
A c c e r i s
G r a n i t e
M a s s E x c a t i o n
E
x c a v t i o n S h a l l o w
T r e n c h p i t s u p t o
6 0 c m
d e p t h
Sqm Sqm Sqm Sqm Sqm Sqm Sqm cum cum72.66 252.95 1.00 6.00 20.00 21.00 15.00 95.00 120.00
1.00
1.00
Labour
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1.001.001.001.001.001.001.00
1.00
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1.001.001.00
1.00
6.001.00
1.001.00
1.000.10
0.10
4.00
4.00
4.004.004.00
1.00
1.00
40.00
2.60
1.00
1.00
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M
a n u a l E x c a v a t i o n
1 . 5 m -
M
a n u a l E x c a v a t i o n
1 . 5 m
- 3 . 0 m
E
x c a v a t i o n o f s o i l
f r o m
3 . 0 m
t o 4 . 5 m
d e p t h
E
x c a v a t i o n o f f d n
t r e n c h e s u p t o
1 . 5 m
d e p t h
E
x c a v a t i o n o f f d n
t r e n c h e s 1 . 5 m
t o
3
. 0 m
d e p t h d e p t h
E
x c a v a t i o n o f f d n
t r e n c h e s 3 . 0 m
t o
4
. 5 m
d e p t h d e p t h
G
e n e r a l L e v e l l i n g
o f e a r t h a n d
T r i m m i n g
S
h i f t i n g o f S u r p l u s
e a r t h f r o m
t h e
p r e m i s e s u p t o l e a d
o f 5 0 - 1 0 0 ' .
cum cum cum cum cum cum Sqm cum150.00 180.00 200.00 100.00 150.00 200.00 8.00 15.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
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S
h i f t i n g o f S u r p l u s
e a r t h f r o m
t h e
p r e m i s e s u p t o l e a d
o f 1 0 0 - 1 5 0 ' .
S
h i f t i n g o f S u r p l u s
e a r t h f r o m
t h e
p r e m i s e s u p t o l e a d
o f 1 5 0 - 2 0 0 ' .
B a c k f i l l i n g i n
l a
y e r s o f n o t m o r e
t h a n 3 0 c m
i n c l u d i n g
w a t e r i n e
t c .
B a c k f i l l i n g i n
l a
y e r s o f n o t m o r e
t h a n 3 0 c m
e x c l u d i n g
w a t e r i n e
t c .
S a n d f i l l i n g
i n
c l u d i n g w a t e r i n g
m a n u a l r a m m i n g
a n d c o m p a c t i o n .
A n t i t e r m i t e
t r e a t m e n t
S o l i n g W o r k
R o l l i n g C h a r g e s
Cum Cum Cum Cum Cum Manday sqm sqm25.00 35.00 50.00 45.00 45.00 275 35.00 15.00
1.00
1.00
1.00
1.00
1.00
1.00
0.01 1.00 1.00
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Q
u a r y D u s t F i l l i n g
C
o n c r e t i n g M a s o n
C
o n c r e t e P u m p i n g
F o o t i n g / P e d e s t a l / R
e t a i n g w a l l / l i f t
c o n c r e t e ( w i t h
p u m p )
C o l u m n / P l i n t h
B e a m
/
L i n t e l / S l a b / b e a m / C
h e j j a c o n c r e t e ( w i t h
p u m p )
S l o p e c o n c r e t e
C a s t i n s i t u P C C
F o u n d a t i o n
C a s t i n s i t u
c o n c r e t i n g f o r
F o o t i n g P e d e s t a l
Cum Manday cum cum cum cum cum cum100.00 450.00 150.00 14.12 21.18 26.48 116.93 194.15
1.001.00
1.001.00
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0.10 1.000.10 1.000.10 1.000.20 1.000.20 1.000.15 1.000.10 1.000.20 1.00
0.20 1.00
1.00
0.35
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0.500.50
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C a s t i n s i t u
c o n c r e t i n g f o r
C o l u m n s / P l i n t h
B e a m
C a s t i n s i t u
c o n c r e t i n g f o r
S l a b s / B e a m s
C a s t i n s i t u
c o n c r e t i n g f o r
S t a i r c a s e
C a s t i n s i t u
c
o n c r e t i n g f o r L i f t
/ R e t a i n i n g w a l l / O H
T a n k / S u m p
C a s t i n s i t u
c o n c r e t i n g f o r
A r c h e s / S l o p p e d
R o o f
C a s t i n s i t u
c o n c r e t i n g f o r
l i n t l e s / C h e j j a
C a s t i n s i t u
c o n c r e t i n g f o r
U G S / O H T
F l o o r S c r e e d 5 0 -
7 5 m m
L a y i n g
cum cum cum cum cum cum cum Sqm221.33 194.15 248.51 232.98 271.81 248.51 232.98 13.46
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1.001.00
1.001.00
1.001.00
1.00
1.00
1.001.001.00
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13.5013.50
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T e r r a c e S c r e e d
1 0 0 m m
L a y i n g
S c r e e d g r o o v e ,
f i n i s h i n g
L
a b o u r f o r S c r e e d
C o n c r e t e L a y i n g 8 0
m m
t k
F o r C u t t i n g a n d
F i x i n g C o n c r e t e
J a l l y W o r k s
V D F
H a c k i n g c o n c r e t
S o l i d M a s o n r y
W o r k s
H o l l o w M a s o n r y
W o r k s
M
a s o n r y W o r k s f o r
2 3 0 t k B r i c k
M a s o n r y
Sqm Sqm Sqm Sqm Sqm sqm Sqm Sqm Cum18.84 20.00 160.00 80.00 60.00 5.38 37.67 32.29 210.52
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1.001.001.00
1.001.001.001.00
1.00
1.001.000.500.500.500.500.500.50
1.001.00
1.00 1.00
0.16
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L a b o u r f o r B r i c k
b a t C o b a
T r e a t m e n t
S S M
E
x t e r n a l P l a s t e r (
s i n g l e c o a t )
E
x t e r n a l P l a s t e r (
D o u b l e C o a t )
R o u g h P l a s t e r
C e i l i n g
w i t h
s p o n g e f i n i s h
c e i l i n g p l a s t e r w i t h
l i m e
I n t e r n a l w a l l
p l a s t e r w i t h l i m e
L
a b o u r f o r S t u c c o
P l a s t e r i n g
Sqm cum sqm sqm sqm sqm sqm sqm Sqm100.00 176.50 32.28 43.04 24.21 29.59 32.28 26.90 75.00
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1.00
1.15 1.151.15
1.151.15
1.151.00
1.00
1.001.00
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W a t e r p r o o f
p l a s t e r i n g f o r
w a t e r t a n k s
W a t e r p r o o f
p l a s t e r i n g f o r
S l o p e d R o o f S l a b s /
s u n k e n s l a b s
P l a s t e r i n g R a t e f o r
W a t e r P r o o f i n g -
F o u n t a i n b o d y
S c a f o l d i n g
E x t e r n a l .
S c a f f o l d i n g
M e s h F i x i n g
1 0 m m
G r a C u t &
l a y
2
0 m m
G r a C u t &
l a y
L a b o u r f o r C u t t i n g
a n d L a y i n g G r a n i t e
T i l e s 1 0 t k
Sqm Sqm Sqm sqm sqm sqm sqm sqm Sqm37.66 29.59 113.00 5.50 20.00 3.00 220.00 264.00 175.00
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1.002.002.001.002.001.002.004.55
0.500.500.50 0.500.50 0.50
0.500.50 0.50
1.00 0.501.001.00
1.00
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1.001.00
1.001.00
1.001.00 1.00
1.20
0.25
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i t a l i a n m a r b l e , f o r
C
u t t i n g a n d M i r r o r
P o l i s h i n g
C e r F l r L a y i n g
l a b o u r f o r C u t t i n g
a n d L a y i n g V i t r i f i e d
T i l e F l o o r i n g
L a b o u r f o r C u t t i n g
a
n d L a y i n g M a r b l e
P e r l a t o F l o o r i n g
L a b o u r f o r C u t t i n g
a n d L a y i n g V i t r i f i e d
T e r r a c o t t a
t i l e s / R e d V e r o n o
M a r b l e
T e r r a c o t t a l a y &
g r o u t
L
a b o u r f o r L a y i n g
V i t r i f i e d W a l l T
i l e
W o r k
F
i x i n g C h a r g e f o r
R o p e t i l e s
Sqm sqm Sqm Sqm Sqm sqm Sqm Rm525.00 125.00 95.00 450.00 120.00 53.00 117.00 40.00
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1.001.00
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1.00
1.001.00
1.001.00
1.00
1.00
1.00
1.00
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L a b o u r f o r C u t t i n g
a n d L a y i n g M u l t i
C o l o u r G r a n i t e
L a b o u r f o r C u t t i n g
a n d L a y i n g B l a c k
C o l o u r G r a n i t e
B u l l n o s i n g
B u l l N o s i n g M u l t i
C o l o u r G r a n i t e
2 0 m m
t k
L a b o u r f o r C u t t i n g
a n d F i x i n g B u l l
N o s i n g 2 0 t k , 4 0
w i d e
L a b o u r f o r
B
l a c k / M u l t i C o l o u r
G r a n i t e
C h a m f e r i n g
G r a n i t e S k i r t i n g
L a y i n g , c h a m f e r i n g
O v a l c u t t i n g
Sqm Rmt Rmt Rmt Rmt Rmt Rmt Nos376.74 40.00 120.00 120.00 50.00 45.00 66.00 300.00
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1.00
3.33
1.00
1.00 1.00
1.00 1.00
1.00 1.001.00 1.00
1.00
3.00
5.83
1.00
1.00 1.002.00
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V a n i t y G r a n i t e
c u t t i n g , f i x i n g / L i f t
C l a d d i n g
C e m e n t s k i r t i n g
l a y
C e r S k i r t L a y i n g
V i t r i f i e d S k i r t i n g
C e r / V i t r / m a r b o
D a d o
C u t t i n g a n d L a y i n g
f o r M u l t i
C o l o u r G r a n i t e S l a b
2 0 t k f o r D a d o i n g
S t a i r c a s e R i s e r s
S t a i r c a s e t r e a d s
Sqm Rmt Rmt Rmt Sqm Sqm Sqm sqm440.00 20.00 45.00 35.00 150.00 538.00 210.00 264.00
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1.001.00
1.00
1.001.00
1.001.00
1.00
1.00
1.00
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L a b o u r f o r F i x i n g
L a y i n g a n d
C h a m f e r i n g
L a b o u r f o r P O P
L a y i n g a n d
R e m o v a l
1 2 m m
P O P
P u n n i n g
L a b o u r f o r C u t t i n g
a n d L a y i n g
I n t e r l o c k P a v e r s
l a b o u r f o r C u t t i n g
a n d F i x i n g
S a n d s t o n e S l a b s
F o r C u t t i n g a n d
L a y i n g C u d d a p p a h
S l a b
F o r p o l i s h i n g
C u d d a p p a h S l a b
L a b o u r f o r F i x i n g
S l a b s
Sqm Sqm Sqm Sqm Sqm Sqm Sqm Sqm35.00 20.00 134.55 120.00 200.00 200.00 35.00 30.00
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1.00
1.00
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1.001.001.001.00
1.001.001.00
1.00
1.001.00
1.00
1.00
0.60 1.20
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L
a b o u r f o r M a k i n g
D r a i n H o l e s
C u r i n g
R e b a r w o r k
S h i f t i n g c h a r g e s
L i f t i n g C h a r g e s
J o i n t F i l l e r ,
P
i g m e n t , W a x e t c
F o o t i n g / p l i n t h
B e a m
s h u t .
C o l / S l a b / b e a m . s h u
t
Sqm manday MT LS Per Floor LS Sqm Sqm534.00 250.00 1,350.00 100.00 42.00 28.00 47.30
0.100.100.100.10
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0.100.100.100.100.100.100.100.10
0.10
0.100.100.100.100.100.100.100.10
1.00 1.00 3.00
0.050.050.050.050.050.050.05
0.05
0.050.050.05
0.050.05
0.05
0.100.050.10
0.050.10
0.050.050.050.16
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0.200.200.050.050.05
1.00 1.000.10 1.000.10
0.10 1.200.36
0.050.05
0.060.050.050.010.010.020.010.02
0.02
0.100.020.020.050.010.010.050.160.050.051.00
0.05
0.05
0.01
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S l o p e S l a b /
S t a i r c a s e s h u t .
L i n t e l / C h e j j a
S h u t t e r
O v e r H e a d T a n k
S h u t t e r
L i f t W a l l s h u t .
M a r k i n g M a s o n
H e l p e r
m i x e r o p e r a t o r
H o i s t O p e r a t o r
M a z d o o r f o r
C l e a n i n g a n d M i s c e
W o r k s
Sqm Sqm Sqm Sqm manday manday manday manday manday55.00 59.40 49.50 59.40 160.00 85.00 120.00 120.00 85.00
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0.100.100.100.200.200.150.100.20
0.20
0.25 0.700.25 0.700.25 0.700.25 0.700.25 0.700.25 0.700.25 0.700.25 0.70
0.05
0.030.03
0.050.030.031.00 0.05
0.050.05
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0.500.50
0.10
0.10
0.100.10
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s h i f t i n g c h a r g e s
U
n l o a d i n g C h a r g e s
f o r S t e e l
M i x e r , H o i s t
O p e r a t o r ,
E l e c t r i c i a n &
M e c h a n i c
C o n c r e t e M i x e r
V i b e r a t o r
W & E %
P & T %
W
& E
P & T
O H P
LS MT LS Day Day75.00 75.00 1.00 200.00 200.00
1.0 1.0 0.95 0.96
1.0 1.0 1.20 1.21
1.0 1.0 1.50 1.52
1.0 1.0 1.80 1.82
1.0 1.0 2.00 2.02
1.0 1.0 1.00 1.01
1.0 1.0 1.50 1.52
1.0 1.0 2.00 2.02
1.0 1.0 0.08 0.08
1.0 1.0 0.15 0.15
1.0 1.0 0.25 0.25
1.0 1.0 0.35 0.35
1.0 1.0 0.50 0.51
1.0 1.0 0.45 0.45
1.0 1.0 0.45 0.45
1.0 1.0 4.70 4.75
1.0 1.0 0.10 0.101.0 1.0 1.80 1.821.0 1.0 0.00 0.001.0 1.0 0.00 0.00
1.0 1.0 16.96 17.131.0 1.0 17.46 17.641.0 1.0 24.21 24.451.0 1.0 28.25 28.53
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1.0 1.0 20.93 21.141.0 1.0 21.00 21.211.0 1.0 21.00 21.211.0 1.0 21.53 21.751.0 1.0 21.58 21.801.0 1.0 21.26 21.481.0 1.0 21.00 21.211.0 1.0 21.53 21.75
1.0 1.0 21.53 21.75
0.10 0.05 1.0 1.5 40.69 61.640.10 0.05 1.0 1.5 40.96 62.050.10 0.05 1.0 1.5 49.47 74.950.10 0.05 1.0 1.5 40.69 61.640.10 0.05 1.0 1.5 36.69 55.590.10 0.05 1.0 1.5 41.46 62.820.10 0.05 1.0 1.5 41.23 62.460.10 0.05 1.0 1.5 36.15 54.76
1.0 1.0 0.00 0.001.0 1.0 0.00 0.00
1.00 0.2 0.2 87.95 88.13
1.0 1.0 0.00 0.001.0 1.0 0.00 0.00
3.00 1.0 1.0 4.11 4.153.00 1.0 1.0 3.32 3.353.00 1.0 1.0 3.73 3.763.00 1.0 1.0 2.74 2.773.00 1.0 1.0 3.33 3.363.00 1.5 1.0 5.38 3.64
1.0 1.0 5.12 5.171.0 1.0 37.81 38.191.0 1.0 16.47 16.641.0 1.0 0.00 0.001.0 1.0 0.00 0.00
1.0 1.0 1.18 1.191.0 1.0 1.95 1.971.0 1.5 2.03 3.071.0 1.0 1.30 1.321.0 1.0 1.08 1.091.0 1.0 1.62 1.641.0 1.0 4.53 4.581.0 1.0 1.56 1.581.0 1.0 1.40 1.411.0 1.0 0.00 0.001.0 1.0 0.00 0.001.0 1.0 5.75 5.811.0 1.0 7.62 7.691.0 1.0 7.54 7.61
1.0 1.0 3.37 3.401.0 1.0 4.92 4.971.0 1.0 3.08 3.111.0 1.0 0.00 0.001.0 1.0 0.00 0.001.0 1.0 12.06 12.181.0 1.0 1.65 1.661.0 1.0 3.45 3.491.0 1.0 2.86 2.890.5 1.0 1.00 2.00
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1.0 1.0 23.99 24.231.0 1.0 23.99 24.231.0 1.0 11.29 11.411.0 1.0 22.63 22.861.5 1.0 15.57 10.530.5 1.0 13.82 27.771.0 1.0 22.34 22.561.0 1.0 43.45 43.88
1.0 1.0 63.62 64.250.5 1.0 5.65 11.351.0 1.5 9.53 14.441.0 1.0 8.95 9.041.0 1.0 3.31 3.351.0 1.0 20.58 20.791.0 1.0 26.66 26.931.0 1.0 21.76 21.981.5 4.0 14.23 38.531.0 1.0 1.21 1.231.0 1.0 1.52 1.531.0 1.0 1.44 1.451.0 1.0 2.72 2.741.0 1.0 1.83 1.85
1.0 1.0 1.76 1.77
1.0 1.0 10.26 10.371.0 1.0 1.76 1.771.0 1.0 2.11 2.131.0 1.0 6.66 6.721.0 1.0 0.45 0.451.0 1.0 1.50 1.521.0 4.0 5.90 23.851.0 1.0 23.62 23.861.0 1.0 14.13 14.271.0 1.0 2.15 2.171.0 1.0 40.22 40.62
1.0 1.0 1.37 1.381.0 1.0 1.71 1.731.0 1.0 18.81 19.001.0 1.0 27.33 27.611.0 1.0 3.85 3.891.0 1.0 3.12 3.151.0 1.0 7.17 7.241.0 1.0 0.00 0.001.0 1.0 0.00 0.001.0 1.0 0.00 0.001.0 1.0 0.00 0.001.0 1.0 0.73 0.731.0 1.0 0.00 0.001.0 1.0 0.00 0.00
1.0 1.0 0.00 0.001.0 1.0 0.00 0.001.0 1.0 0.43 0.431.0 1.0 2.53 2.55
1.0 1.0 0.47 0.47
1.0 1.0 0.00 0.001.0 1.0 0.00 0.00
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1.0 1.0 0.00 0.001.0 1.0 0.00 0.001.0 1.0 0.00 0.001.0 1.0 0.00 0.001.0 1.0 0.00 0.001.0 1.0 0.00 0.001.0 1.0 3.28 3.311.0 1.0 0.00 0.00
1.0 1.0 0.00 0.001.0 1.0 0.00 0.001.0 1.0 0.00 0.001.0 1.0 0.00 0.001.0 1.0 24.55 24.80
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Sl Description Basic rateRate after
rebate
Binding
wire @
2%
Vat @ 5%
4.6/70A Steel reinforcement 40000.00 40000.00 90.00 0.00
4.7/72 Precast slab
a) Concrete 1:2:4(0.05Cum)b) Reinforcement MS3mm dia @ 1% (5kgs)
200.00 200.00 0.45 0.00
c) Plastering CM 1:3(2sqm)
5.4/NS05 Plinth protection
a) Concrete 1:3:60.05Cum
b) Brick bat 75mm thk
layer (0.075Cum)75.00 75.00 0.00
c) Sand filling
(0.023Cum)24.38 24.38 0.00
d) Excavation &
disposal of soilLS
5.5/NS06 Brick edging 49.50
7.1 DPC
a) Concrete 1:2:4(0.05Cum)b) waterproof
compound
7.4a) Concrete 1:1.5:3
(0.05Cum)b) Waterproof compoundc) Plastering 6mm thk
8.7/NS16Interlock pavers 60mm
thk
a) Cobble stone 1016.82 1016.82 0b) Cement bed 25mm
thk67.00 67.00 3.35
c) cement jointing 72.00 72.00 3.60
8.1
CC pavement Vaccum
dewatering flooringM25 - 100mm thk
b) Vaccum dewatering
c) Groove & Grouting
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12.1PVC door frame withshutter
1829.20 1829.20 91.46
12.2 Flush door - 2.1 sqmFrame - 0.035Cum *
rs2200cum77.00 77.00 3.85
Shutter - 2.1Sqm *
rs1000s m2100.00 2100.00 105.00
Fixtures - LS 1200.00 1200.00 60.00Painting / Polishing 336.00 336.00 16.80
12.4Panel door shutters -2.1 sqmShutter - 2.1Sqm *rs1400sqm
2940.00 2940.00 147.00
Fixtures - LS 1500.00 1500.00 75.00
12.5 Rolling shutter 18G 2743.80 2743.80 0.00Hood 18G (Rs300/Rft) 328.00 328.00
13.2
Polycarbonate sheet
roof 559.52 559.52 0.00Steel 23Kg 1265
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Note: COT & Sevice taxes are not accounted as the same are added i
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Transportation & Handling @ 5%
Landingcost
Labourcharge
Civilcost
Tools &
Tackle @
1.50%
Hydraulic test
Total cost
Conractors
profit @
20%
2004.50 42094.50 6000.00 0.00 601.35 0.00 48695.85 9739.17
10.02 210.47 30.00 0.00 3.01 0.00 243.48 48.70
3.75 78.75 15.00 0.00 1.13 0.00 94.88 18.98
1.22 25.60 15.00 0.00 0.37 0.00 40.96 8.19
0 1016.82 120 0.00 15.25 0.00 1152.07 230.413.35 73.70 32.28 0.00 1.01 0.00 106.99 21.40
3.60 79.20 32.28 0.00 1.08 0.00 112.56 22.51
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91.46 2012.12 50.00 0.00 27.44 0.00 2089.56 417.91
3.85 84.70 0.00 1.16 0.00 85.86 17.17
105.00 2310.00 0.00 31.50 0.00 2341.50 468.30
60.00 1320.00 1485.88 0.00 18.00 0.00 2823.88 564.7816.80 369.60 40.00 0.00 5.04 0.00 414.64 82.93
147.00 3234.00 0.00 44.10 0.00 3278.10 655.62
75.00 1650.00 1953.60 0.00 22.50 0.00 3626.10 725.22
137.19 2880.99 0.00 0.00 0.00 0.00 2880.99 576.20
27.98 587.50 117.50 0.00 8.39 0.00 713.39 142.68
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n the final costing on contractl value
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Service tax
@ 4.12% on
Total cost
COT @5%
Net cost Rounded to Remarks
2006.27 2921.75 63,363.04 63,363.00 600
237.95Refer working forconcrete
10.03 14.61 316.82
176.00Refer working forplastering
731.00
199.20Refer working forconcrete
3.91 5.69 123.45
1.69 2.46 53.30
24.00 400.00
75.00
237.95
11.90 250.00
248.40
4.97
88.00 341.00
47.47 69.12 1,499.084.41 6.42 139.21
4.64 6.75 146.46 1,785.00
5,004.00
400.00
500.00 5,904.00
1s
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86.09 125.37 2,718.93 2,719.00
5.15 108.18
140.49 2,950.29
116.34 169.43 3,674.43 For 1Sqm17.08 24.88 539.53 7,272.00 3,462.86
196.69 4,130.41 For 1Sqm
149.40 217.57 4,718.28 8,849.00 4,213.81
118.70 172.86 3,748.74328.00 4,077.00
29.39 42.80 928.261,265.00 2,193.00
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63,963.00
floor
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Rate Analysis for Plastering 1 SQM
M a t e r i a l s &
L a b o u r
U n i t
T h i c k n e s s i n
m m
C e m e n t i n
b a g s
C o s t @
R s 3 0 0 / b a g
S a n d i n C u m
C o s t @
R s 9 0 0 / C u m
L i m e
C o s t @
R s 1 5 / K g
P l a s t e r m e s h
C o s t @
R s 2 5 / R m t
Ceiling Sqm 6 1: 3 0.06 18.90 0.01 7.95 1.67 25.00 - - Sqm 6 1: 4 0.05 15.00 0.01 7.95 1.67 25.00 - -
Ceiling Sqm 10 1: 3 0.11 31.80 0.01 13.25 1.67 25.00 - - Sqm 10 1: 4 0.08 24.90 0.01 13.25 1.67 25.00 - - Sqm 10 1: 5 0.07 19.80 0.01 13.25 1.67 25.00 - - S m 10 1: 6 0.06 17.70 0.01 13.25 1.67 25.00 - -
Ceiling Sqm 12 1: 3 0.13 39.90 0.02 15.90 1.67 25.00 - - Sqm 12 1: 4 0.10 31.20 0.02 15.90 1.67 25.00 - - Sqm 12 1: 5 0.08 24.90 0.02 15.90 1.67 25.00 - - Sqm 12 1: 6 0.07 22.20 0.02 15.90 1.67 25.00 - -
Internal Sqm 6 1: 3 0.06 18.90 0.01 7.95 1.67 25.00 - - Sqm 6 1: 4 0.05 15.00 0.01 7.95 1.67 25.00 - -
Internal Sqm 10 1: 3 0.11 31.80 0.01 13.25 1.67 25.00 2.00 50.00 Sqm 10 1: 4 0.08 24.90 0.01 13.25 1.67 25.00 2.00 50.00
Sqm 10 1: 5 0.07 19.80 0.01 13.25 1.67 25.00 2.00 50.00 Sqm 10 1: 6 0.06 17.70 0.01 13.25 1.67 25.00 2.00 50.00
Internal Sqm 12 1: 3 0.13 39.90 0.02 15.90 1.67 25.00 2.00 50.00 Sqm 12 1: 4 0.10 31.20 0.02 15.90 1.67 25.00 2.00 50.00 Sqm 12 1: 5 0.08 24.90 0.02 15.90 1.67 25.00 2.00 50.00 Sqm 12 1: 6 0.07 22.20 0.02 15.90 1.67 25.00 2.00 50.00
Internal Sqm 15 1: 3 0.20 60.60 0.02 19.88 1.67 25.00 2.00 50.00 Sqm 15 1: 4 0.15 45.30 0.02 19.88 1.67 25.00 2.00 50.00 Sqm 15 1: 5 0.12 36.30 0.02 19.88 1.67 25.00 2.00 50.00 Sqm 15 1: 6 0.10 30.30 0.02 19.88 1.67 25.00 2.00 50.00
Internal Sqm 20 1: 3 0.21 63.60 0.03 26.50 1.67 25.00 2.00 50.00 Sqm 20 1: 4 0.17 49.80 0.03 26.50 1.67 25.00 2.00 50.00 Sqm 20 1: 3 0.13 39.90 0.03 26.50 1.67 25.00 2.00 50.00 Sqm 20 1: 4 0.12 35.40 0.03 26.50 1.67 25.00 2.00 50.00
External Sqm 6 1: 3 0.06 18.90 0.01 7.95 - - - - Sqm 6 1: 4 0.05 15.00 0.01 7.95 - - - -
External S m 10 1: 3 0.11 31.80 0.01 13.25 - - 1.33 33.33 Sqm 10 1: 4 0.08 24.90 0.01 13.25 - - 1.33 33.33 Sqm 10 1: 5 0.07 19.80 0.01 13.25 - - 1.33 33.33 Sqm 10 1: 6 0.06 17.70 0.01 13.25 - - 1.33 33.33
External Sqm 12 1: 3 0.13 39.90 0.02 15.90 - - 1.33 33.33 Sqm 12 1: 4 0.10 31.20 0.02 15.90 - - 1.33 33.33 Sqm 12 1: 5 0.08 24.90 0.02 15.90 - - 1.33 33.33 Sqm 12 1: 6 0.07 22.20 0.02 15.90 - - 1.33 33.33
External Sqm 15 1: 3 0.20 60.60 0.02 19.88 - - 1.33 33.33 Sqm 15 1: 4 0.15 45.30 0.02 19.88 - - 1.33 33.33 Sqm 15 1: 5 0.12 36.30 0.02 19.88 - - 1.33 33.33 Sqm 15 1: 6 0.10 30.30 0.02 19.88 - - 1.33 33.33
External Sqm 20 1: 3 0.21 63.60 0.03 26.50 - - 1.33 33.33 S m 20 1: 4 0.17 49.80 0.03 26.50 - - 1.33 33.33 Sqm 20 1: 5 0.13 39.90 0.03 26.50 - - 1.33 33.33 Sqm 20 1: 6 0.12 35.40 0.03 26.50 - - 1.33 33.33
Rough Sqm 6 1: 3 0.06 18.90 0.01 7.95 - - 1.33 33.33 Sqm 6 1: 4 0.05 15.00 0.01 7.95 - - 1.33 33.33
Rough Sqm 10 1: 3 0.11 31.80 0.01 13.25 - - 1.33 33.33 Sqm 10 1: 4 0.08 24.90 0.01 13.25 - - 1.33 33.33 Sqm 10 1: 5 0.07 19.80 0.01 13.25 - - 1.33 33.33 Sqm 10 1: 6 0.06 17.70 0.01 13.25 - - 1.33 33.33
Rough Sqm 12 1: 3 0.13 39.90 0.02 15.90 - - 1.33 33.33 Sqm 12 1: 4 0.10 31.20 0.02 15.90 - - 1.33 33.33
P r o p o r t i o n
Materials (A )
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Sqm 12 1: 5 0.08 24.90 0.02 15.90 - - 1.33 33.33 Sqm 12 1: 6 0.07 22.20 0.02 15.90 - - 1.33 33.33
Rough Sqm 15 1: 3 0.20 60.60 0.02 19.88 - - 1.33 33.33 Sqm 15 1: 4 0.15 45.30 0.02 19.88 - - 1.33 33.33 Sqm 15 1: 5 0.12 36.30 0.02 19.88 - - 1.33 33.33 Sqm 15 1: 6 0.10 30.30 0.02 19.88 - - 1.33 33.33
Rough Sqm 20 1: 3 0.21 63.60 0.03 26.50 - - 1.33 33.33 S m 20 1: 4 0.17 49.80 0.03 26.50 - - 1.33 33.33 Sqm 20 1: 5 0.13 39.90 0.03 26.50 - - 1.33 33.33 Sqm 20 1: 6 0.12 35.40 0.03 26.50 - - 1.33 33.33
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T o
t a l
M a
t e r
i a l
C o s
t
M a s o n s
C o s t @
R s 5 0 0 / D a y
M a l e c o o l i
C o s t @
R s 2 7 5 / D a y
F e m a l e c o o l i
C o s t @
R s 1 8 5 / D a y
C u r i n g
C o s t @
R s 1 8 5 / D a y
T o
t a l
L a
b o u r
C o s
t
S c a f f o l d i n g
51.85 0.07 35.00 0.05 13.75 0.02 3.70 0.01 1.30 53.75 0.25 47.95 0.07 35.00 0.05 13.75 0.02 3.70 0.01 1.30 53.75 0.25 70.05 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 63.15 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 58.05 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 55.95 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 80.80 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 72.10 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 65.80 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 63.10 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 51.85 0.05 25.00 0.05 13.75 0.02 3.70 0.01 1.30 43.75 0.25 47.95 0.05 25.00 0.05 13.75 0.02 3.70 0.01 1.30 43.75 0.25
120.05 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 113.15 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25
108.05 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 105.95 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 130.80 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 122.10 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 115.80 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 113.10 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 155.48 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 140.18 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 131.18 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 125.18 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 165.10 0.11 52.50 0.14 37.13 0.08 13.88 0.01 1.30 104.80 0.25 151.30 0.11 52.50 0.14 37.13 0.08 13.88 0.01 1.30 104.80 0.25 141.40 0.11 52.50 0.14 37.13 0.08 13.88 0.01 1.30 104.80 0.25 136.90 0.11 52.50 0.14 37.13 0.08 13.88 0.01 1.30 104.80 0.25
26.85 0.05 25.00 0.05 13.75 0.02 3.70 0.01 1.30 43.75 0.25 22.95 0.05 25.00 0.05 13.75 0.02 3.70 0.01 1.30 43.75 0.25 78.38 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 71.48 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 66.38 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 64.28 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 89.13 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 80.43 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 74.13 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 71.43 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25
113.81 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 98.51 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 89.51 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 83.51 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25
123.43 0.11 52.50 0.14 37.13 0.08 13.88 0.01 1.30 104.80 0.25 109.63 0.11 52.50 0.14 37.13 0.08 13.88 0.01 1.30 104.80 0.25 99.73 0.11 52.50 0.14 37.13 0.08 13.88 0.01 1.30 104.80 0.25 95.23 0.11 52.50 0.14 37.13 0.08 13.88 0.01 1.30 104.80 0.25 60.18 0.05 25.00 0.05 13.75 0.02 3.70 0.01 1.30 43.75 0.25 56.28 0.05 25.00 0.05 13.75 0.02 3.70 0.01 1.30 43.75 0.25 78.38 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 71.48 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 66.38 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 64.28 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 89.13 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 80.43 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25
Labour cost (B) Tools & T
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74.13 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 71.43 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25
113.81 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 98.51 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 89.51 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25 83.51 0.08 40.00 0.11 30.25 0.05 9.25 0.01 1.30 80.80 0.25
123.43 0.11 52.50 0.14 37.13 0.08 13.88 0.01 1.30 104.80 0.25 109.63 0.11 52.50 0.14 37.13 0.08 13.88 0.01 1.30 104.80 0.25 99.73 0.11 52.50 0.14 37.13 0.08 13.88 0.01 1.30 104.80 0.25 95.23 0.11 52.50 0.14 37.13 0.08 13.88 0.01 1.30 104.80 0.25
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D E F
C o s
t o
f
S c a
f f o l d i n g
T o t a l A + B + C
W C T @
4 %
O n D
O v e r h e a d s &
P r o f i t s @
2 0 % o n D &
E
G r a n
d T o
t a l
50.00 155.60 6.22 32.36 194.20 50.00 151.70 6.07 31.55 189.30 50.00 200.85 8.03 41.78 250.70 50.00 193.95 7.76 40.34 242.00 50.00 188.85 7.55 39.28 235.70 50.00 186.75 7.47 38.84 233.10 50.00 211.60 8.46 44.01 264.10 50.00 202.90 8.12 42.20 253.20 50.00 196.60 7.86 40.89 245.40 50.00 193.90 7.76 40.33 242.00 50.00 145.60 5.82 30.28 181.70 50.00 141.70 5.67 29.47 176.80 50.00 250.85 10.03 52.18 313.10 50.00 243.95 9.76 50.74 304.40
50.00 238.85 9.55 49.68 298.10 50.00 236.75 9.47 49.24 295.50 50.00 261.60 10.46 54.41 326.50 50.00 252.90 10.12 52.60 315.60 50.00 246.60 9.86 51.29 307.80 50.00 243.90 9.76 50.73 304.40 50.00 286.27 11.45 59.54 357.30 50.00 270.97 10.84 56.36 338.20 50.00 261.97 10.48 54.49 326.90 50.00 255.97 10.24 53.24 319.50 50.00 319.90 12.80 66.54 399.20 50.00 306.10 12.24 63.67 382.00 50.00 296.20 11.85 61.61 369.70 50.00 291.70 11.67 60.67 364.00
87.50 158.10 6.32 32.88 197.30 87.50 154.20 6.17 32.07 192.40 87.50 246.68 9.87 51.31 307.90 87.50 239.78 9.59 49.87 299.20 87.50 234.68 9.39 48.81 292.90 87.50 232.58 9.30 48.38 290.30 87.50 257.43 10.30 53.55 321.30 87.50 248.73 9.95 51.74 310.40 87.50 242.43 9.70 50.43 302.60 87.50 239.73 9.59 49.86 299.20 87.50 282.10 11.28 58.68 352.10 87.50 266.80 10.67 55.50 333.00 87.50 257.80 10.31 53.62 321.70 87.50 251.80 10.07 52.38 314.30
87.50 315.73 12.63 65.67 394.00 87.50 301.93 12.08 62.80 376.80 87.50 292.03 11.68 60.74 364.50 87.50 287.53 11.50 59.81 358.80 50.00 153.93 6.16 32.02 192.10 50.00 150.03 6.00 31.21 187.20 50.00 209.18 8.37 43.51 261.10 50.00 202.28 8.09 42.07 252.40 50.00 197.18 7.89 41.01 246.10 50.00 195.08 7.80 40.58 243.50 50.00 219.93 8.80 45.75 274.50 50.00 211.23 8.45 43.94 263.60
ckles (C )
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50.00 204.93 8.20 42.63 255.80 50.00 202.23 8.09 42.06 252.40 50.00 244.60 9.78 50.88 305.30 50.00 229.30 9.17 47.70 286.20 50.00 220.30 8.81 45.82 274.90 50.00 214.30 8.57 44.58 267.50 50.00 278.23 11.13 57.87 347.20 50.00 264.43 10.58 55.00 330.00 50.00 254.53 10.18 52.94 317.70 50.00 250.03 10.00 52.01 312.00
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Sand in
Cum
Cement in
Kgs
Cement in
Bags
1.07 510.00 10.20 0.061 0.0081.07 380.00 7.60 0.046 0.0081.07 510.00 10.20 0.102 0.0131.07 380.00 7.60 0.076 0.0131.07 310.00 6.20 0.062 0.0131.07 250.00 5.00 0.050 0.0131.07 510.00 10.20 0.122 0.0151.07 380.00 7.60 0.091 0.0151.07 310.00 6.20 0.074 0.0151.07 250.00 5.00 0.060 0.0151.07 510.00 10.20 0.061 0.0081.07 380.00 7.60 0.046 0.0081.07 510.00 10.20 0.102 0.0131.07 380.00 7.60 0.076 0.013
1.07 310.00 6.20 0.062 0.0131.07 250.00 5.00 0.050 0.0131.07 510.00 10.20 0.122 0.0151.07 380.00 7.60 0.091 0.0151.07 310.00 6.20 0.074 0.0151.07 250.00 5.00 0.060 0.0151.07 510.00 10.20 0.153 0.0191.07 380.00 7.60 0.114 0.0191.07 310.00 6.20 0.093 0.0191.07 250.00 5.00 0.075 0.0191.07 510.00 10.20 0.204 0.0261.07 380.00 7.60 0.152 0.0261.07 310.00 6.20 0.124 0.0261.07 250.00 5.00 0.100 0.026
1.07 510.00 10.20 0.061 0.0081.07 380.00 7.60 0.046 0.0081.07 510.00 10.20 0.102 0.0131.07 380.00 7.60 0.076 0.0131.07 310.00 6.20 0.062 0.0131.07 250.00 5.00 0.050 0.0131.07 510.00 10.20 0.122 0.0151.07 380.00 7.60 0.091 0.0151.07 310.00 6.20 0.074 0.0151.07 250.00 5.00 0.060 0.0151.07 510.00 10.20 0.153 0.0191.07 380.00 7.60 0.114 0.0191.07 310.00 6.20 0.093 0.0191.07 250.00 5.00 0.075 0.019
1.07 510.00 10.20 0.204 0.0261.07 380.00 7.60 0.152 0.0261.07 310.00 6.20 0.124 0.0261.07 250.00 5.00 0.100 0.0261.07 510.00 10.20 0.061 0.0081.07 380.00 7.60 0.046 0.0081.07 510.00 10.20 0.102 0.0131.07 380.00 7.60 0.076 0.0131.07 310.00 6.20 0.062 0.0131.07 250.00 5.00 0.050 0.0131.07 510.00 10.20 0.122 0.0151.07 380.00 7.60 0.091 0.015
As PW,P & IWTD SR 2010-11
Below Qty for 1 Cum of mortar
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1.07 310.00 6.20 0.074 0.0151.07 250.00 5.00 0.060 0.0151.07 510.00 10.20 0.153 0.0191.07 380.00 7.60 0.114 0.0191.07 310.00 6.20 0.093 0.0191.07 250.00 5.00 0.075 0.0191.07 510.00 10.20 0.204 0.0261.07 380.00 7.60 0.152 0.0261.07 310.00 6.20 0.124 0.0261.07 250.00 5.00 0.100 0.026
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Considering 01 CUM 0
Sl No Description Unit Quantity Rate Amount
A Materials :Cement Bags 8.00 300.00 2,400.00
Sand [River] Cum 0.42 1,060.00 440.96
" --------" 5% extra for wastage Cum 0.02 1,060.00 22.05
Coarse aggregate 20mm Cum 0.85 800.00 680.00
" --------" 5% extra for wastage Cum 0.04 800.00 34.00
Total Cost Material (A) 3,577.01
B Labour Cost :
Foreman / supervisor Nos 0.10 1,000.00 100.00
Masons Nos 0.18 450.00 81.00
Male cooli Nos 1.25 275.00 343.75
Female cooli Nos 1.25 185.00 231.25
Bhisti Nos 0.13 185.00 23.13
Total Cost Labour 779.13
Additional 5% for additional floor. 5% -
Total Cost Labour (B) 779.13
C[i] Machinery including mixture machine hire
charges2% 71.54
[ii] Vibrator hire charges 1% 35.77
Total Machinery hire cost (C) 107.31
D [ Total A+B+C ] (D) 4,463.44
E Water & electricity charges @ 1.50 % On D 1.5% (E) 66.95
F Contingences, tools & tackles @ 3 % on D 3% (F) 133.90
GOver heads & Contractor profits at 20 % on
D,E&F20% (G) 932.86
H [ Grand Total D+E+F+G ] (H) 5,597.16 Work contract Tax 4% on [ H ] 4% (I) 223.89
Grand Total [ H+I ] 5,821.04
Rate Per Cum. Rs. 5,822.00
Rate analysis for M20 (1:1.5:3) Grade concrete @ Ground floor
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Floor
Remarks
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Considering 01 CUM
Sl No Description Unit Quantity Rate
A Materials:
RMC- M20 Cum 1.00 3,450.00
Total Cost Material (A)
B Labour Cost :
Foreman / supervisor Nos 0.50 1,000.00
Masons Nos 0.18 450.00
Male cooli Nos 1.25 275.00
Bhisti Nos 0.13 185.00
Total Cost Labour (B)
C [ii] Vibrator hire charges 1%Total Machinery hire cost (C)
D [ Total A+B+C ] (D)
E Water & electricity charges @ 1.50 % On D NA (E)
F Contingences, tools & tackles @ 3 % on D 3% (F)
G Over heads & Contractor profits at 20 % on D,E&F 20% (G)
H [ Grand Total D+E+F+G ] (H)
Work contract Tax 4% charges on H 4% (I)
Rate Per Cum Rs.
Rate analysis for RMC-M20 grade
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Amount Remarks
3,450.00
3,450.00
500.00
81.00
343.75
23.13
947.88
34.50 34.50
4,432.38
-
132.97
913.07
5,478.42
219.14
5,697.55
5,698.00
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Sl No Description Unit Quantity
A Materials:
Cement Bags 3.40
Sand [River] Cum 0.46 " --------" 5% extra for wastage Cum 0.02
Coarse aggregate 40mm size Cum 0.96
" --------" 5% extra for wastage Cum 0.05
Total Cost Material
B Labour Cost:
Foreman / supervisor Nos 0.05
Masons Nos 0.13
Male cooli Nos 0.65
Female cooli Nos 0.65
Bhisti Nos 0.13
Total Cost Labour
C Machinery including mixture machine hire charges,Vibrator - 2%
Total Machinery hire cost
D [ Total A+B+C ]
E Water & electricity charges @ 1.50 % On D 1.5%
F Contingences, tools & tackles @ 3 % on D 3%
G Over heads & Contractor profits at 20 % on D,E& F 20%
H [ Total D+E+F+G ]
Work contract Tax 4% on [ H ] 4%
Grand Total [ H+I ]
Rate Per Cmt.
`
Rate analysis for PCC-1:4:8
Considering 01 Cum
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Rate Amount Remarks
300.00 1,020.00
1,060.00 487.60 1,060.00 24.38
700.00 672.00
700.00 33.60
(A) 2,237.58
1,000.00 50.00
450.00 56.25
275.00 178.75
185.00 120.25
185.00 23.13
(B) 428.38
- 44.75
(C) 44.75
(D) 2,710.71
(E) 40.66
(F) 81.32
(G) 566.54
(H) 3,399.23
(I) 135.97
3,535.20
Rs. 3,536.00
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Sl No Description Unit Quantity Rate
A Materials:Cement Bags 0.08 300.00
Sand [River] Cum 0.02 1,060.00
Solid block [ 400X200X100mm ] No's 12.50 21.00
Total Cost Material (A)
B Labour Cost:
Foreman / supervisor Nos 0.02 1,000.00
Masons [1st class] Nos 0.06 500.00
Male cooli Nos 0.13 275.00
Bhisti Nos 0.04 185.00
Total Cost Labour (B)
C Machinery including mixture machine hire charges. - 2% -
Total Machinery hire cost (C)
D [ Total A+B+C ] (D)
E RCC band with reinforcement at every 5th coarse 10% (E)
F VAT @ 5% on S.C.B 5% (F)
G Transportation @15% on S.C.B 15% (G)
H Scaffolding @2% on (A) 2% (H)
I Water & electricity charges @ 1.50 % On (D) 1.50% (I)
J Contingences, tools & tackles @ 3 % on (D) 3% (J)
k Over heads & Contractor profits at 20 % on (D,E&F) 20% (K)
L [ Total D+E+F+G+H+I+J+K ] (L)
M Work contract Tax 4% on [ L ] (M)
Grand Total [ H+I ]
Rate Per SQM Rs.
Rate analysis for Solid block Masonry - 1:4 [100mm thick]
Considering 01 SQM
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Amount Remarks
23.70
22.26
262.50 APCO brand
308.46
20.00
30.00
35.75
6.48
92.23
6.17
6.17
406.85
30.85
13.13
39.38
6.17
6.10
12.21
85.03
599.71
23.99
623.70
624.00
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Sl No Description Unit Quantity
A Materials:Cement Bags 0.08
Sand [River] Cum 0.03
Solid block [ 400X200X150mm ] No's 12.50
Total Cost Material
B Labour Cost:
Foreman / supervisor Nos 0.03
Masons [1st class] Nos 0.09
Male cooli Nos 0.20
Bhisti Nos 0.05
Total Cost Labour
C Machinery including mixture machine hire charges. - 2%
Total Machinery hire cost
D [ Total A+B+C ]
E VAT@ 5% on S.C.B 5%
F Transportation @15% on S.C.B 15%
G Scaffolding @2% on (A) 2%
H Water & electricity charges @ 1.50 % On (D) 1.50%
I Contingences, tools & tackles @ 3 % on (D) 3%
J Over heads & Contractor profits at 20 % on (D,E&F) 20%
K [ Total D+E+F+G+H+I+J ]
L Work contract Tax 4% on [ K ]
Grand Total [ H+I ]
Rate Per SQM
Rate analysis for Solid block Masonry - 1:6 [150mm
Considering 01 SQM
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Rate Amount Remarks
300.00 24.00
1,060.00 33.39
28.00 350.00 APCO brand
(A) 407.39
1,000.00 30.00
500.00 45.00
275.00 55.00
185.00 9.71
(B) 139.71
- 8.15
(C) 8.15
(D) 555.25
(E) 17.50
(F) 52.50
(G) 8.15
(H) 8.33
(I) 16.66
(J) 116.05
(K) 774.43
(L) 30.98
805.41
Rs. 806.00
hick]
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Sl No Description Unit Quantity Rate
A Materials:Cement Bags 0.08 300.00
Sand [River] Cum 0.02 1,060.00
Hollow block [ 400X200X100mm ] No's 12.50 19.00
Total Cost Material (A)
B Labour Cost:
Foreman / supervisor Nos 0.02 1,000.00
Masons [1st class] Nos 0.06 500.00
Male cooli Nos 0.13 275.00
Bhisti Nos 0.04 185.00
Total Cost Labour (B)
C Machinery including mixture machine hire charges. - 2% -
Total Machinery hire cost (C)
D [ Total A+B+C ] (D)
E RCC band with reinforcement at every 5th coarse 10% (E)
F VAT@ 5% on S.C.B 5% (F)
G Transportation @15% on S.C.B 15% (G)
H Scaffolding @2% on (A) 2% (H)
I Water & electricity charges @ 1.50 % On (D) 1.50% (I)
J Contingences, tools & tackles @ 3 % on (D) 3% (J)
k Over heads & Contractor profits at 20 % on (D,E&F) 20% (K)
L [ Total D+E+F+G+H+I+J+K ] (L)
M Work contract Tax 4% on [ L ] (M)
Grand Total [ H+I ]
Rate Per SQM Rs.
Rate analysis for Hollow block Masonry - 1:4 [100mm thick]
Considering 01 SQM
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Amount Remarks
23.70
22.26
237.50 APCO brand
283.46
20.00
30.00
35.75
6.48
92.23
5.67
5.67
381.35
28.35
11.88
35.63
5.67
5.72
11.44
79.70
559.73
22.39
582.12
583.00
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Sl No Description Unit Quantity
A Materials:Cement Bags 0.08
Sand [River] Cum 0.03
Hollow block [ 400X200X150mm ] No's 12.50
Total Cost Material
B Labour Cost:
Foreman / supervisor Nos 0.03
Masons [1st class] Nos 0.09
Male cooli Nos 0.20
Bhisti Nos 0.05
Total Cost Labour
C Machinery including mixture machine hire charges. - 2%
Total Machinery hire cost
D [ Total A+B+C ]
E VAT@ 5% on S.C.B 5%
F Transportation @15% on S.C.B 15%
G Scaffolding @2% on (A) 2%
H Water & electricity charges @ 1.50 % On (D) 1.50%
I Contingences, tools & tackles @ 3 % on (D) 3%
J Over heads & Contractor profits at 20 % on (D,E&F) 20%
K [ Total D+E+F+G+H+I+J ]
L Work contract Tax 4% on [ K ]
Grand Total [ H+I ]
Rate Per SQM
Rate analysis for Solid block Masonry - 1:6 [150mm
Considering 01 SQM
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Rate Amount Remarks
300.00 24.00
1,060.00 33.39
25.00 312.50 APCO brand
(A) 369.89
1,000.00 30.00
500.00 45.00
275.00 55.00
185.00 9.71
(B) 139.71
- 7.40
(C) 7.40
(D) 517.00
(E) 15.63
(F) 46.88
(G) 7.40
(H) 7.76
(I) 15.51
(J) 108.05
(K) 718.22
(L) 28.73
746.94
Rs. 747.00
hick]
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Sl No Description Unit Quantity
A Materials:
Cement Bags 1.44
Sand [River] Cum 0.25
Brick [ 190 X 90 X 90mm ] No's 500.00
Total Cost Material
B Labour Cost:
Foreman / supervisor Nos 0.05
Masons [1st class] Nos 1.41
Male cooli Nos 0.71
Bhisti Nos 0.10
Total Cost Labour
Additional 5% for additional floor. 5%
Total Cost Labour
C Machinery including mixture machine hire charges. - 2%
Total Machinery hire cost
D [ Total A+B+C ]
E VAT@ 5% on S.C.B 5%
F Transportation @15% on S.C.B 15%
G Scaffolding @2% on (A) 2%
H Water & electricity charges @ 1.50 % On (D) 1.50%
I Contingences, tools & tackles @ 1.50 % on (D) 1.50%
J Over heads & Contractor profits at 20 % on (D,E&F) 20%
K [ Total D+E+F+G+H+I+J ]
L Work contract Tax 4% on [ L ]
Grand Total [ H+I ]
Rate Per Cum
Rate analysis for Burnt Brick Masonry - 1:6 [230m
Considering 01 Cum
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1 Floor
Rate Amount Remarks
300.00 432.00
1,060.00 265.00
5.00 2,500.00
(A) 3,197.00
1,000.00 50.00
500.00 705.00
275.00 195.25
185.00 18.50
968.75
48.44
(B) 1,017.19
- 63.94
(C) 63.94
(D) 4,278.13
(E) 125.00
(F) 375.00
(G) 63.94
(H) 64.17
(I) 64.17
(J) 881.29
(K) 5,851.71
(L) 234.07
6,085.77
Rs. 6,086.00
m thick]
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Sl No Description Unit Quantity Rate
A Materials:Cement Bags 0.18 300.00
Sand [River] Cum 0.03 1,060.00
Brick [ 190 X 90 X 90mm ] No's 60.00 5.00
Total Cost Material (A)
B Labour Cost:
Foreman / supervisor Nos 0.02 1,000.00
Masons [1st class] Nos 0.06 500.00
Male cooli Nos 0.13 275.00
Bhisti Nos 0.04 185.00
Total Cost Labour
Additional 5% for additional floor. 5%
Total Cost Labour (B)
C Machinery including mixture machine hire charges. - 2% -
Total Machinery hire cost (C)
D [ Total A+B+C ] (D)
E RCC band with reinforcement at every 5th coarse 10% (E)
F VAT@ 5% on S.C.B 5% (F)
G Transportation @15% on S.C.B 15% (G)
H Scaffolding @2% on (A) 2% (H)
I Water & electricity charges @ 1.50 % On (D) 1.50% (I)
J Contingences, tools & tackles @ 1.50 % on (D) 1.50% (J)
k Over heads & Contractor profits at 20 % on (D,E&F) 20% (K)
L [ Total D+E+F+G+H+I+J+K ] (L)
M Work contract Tax 4% on [ L ] (M)
Grand Total [ H+I ]
Rate Per SQM Rs.
Rate analysis for Burnt Brick Masonry - 1:4 [100mm thick]
Considering 01 SQM
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1 Floor
Amount Remarks
54.00
27.56
300.00
381.56
20.00
30.00
35.75
6.48
92.23
4.61
96.84
7.63
7.63
486.03
38.16
15.00
45.00
7.63
7.29
7.29
100.12
706.52
28.26
734.78
735.00
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Considering 01 SQM
Sl No Description Unit Quantity Rate
A Materials
Cement Bags 0.05 300.00 Sand Cum 0.01 1,060.00
Total Cost Material (A)
B Labour Cost
Foreman / supervisor Nos 0.03 1,000.00
Masons Nos 0.07 500.00
Male cooli Nos 0.05 275.00
Female cooli Nos 0.02 185.00
Bhisti Nos 0.01 185.00
Total Cost Labour (B)
C Scaffolding inclusve of material Sqm 25% 200.00
(C )
D Total A+B+C (D)
E Work Contract Tax @ 4% On D (E)
F Over heads & Contractor profits at 20 % on D & E (F)
Grand Total [D+E+F]
Rate Per SQM Rs
Rate analysis for 12mm thick Ceiling Plastering - CM 1
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Amount Remarks
15.00 7.95
22.95
30.00
35.00
13.75
3.70
1.30
83.75
50.00
50.00
156.70
6.27
32.59
195.56
196.00
:4
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Considering 01 SQM
Sl No Description Unit Quantity Rate
A Materials:Cement Bags 0.07 300.00
Sand [River] Cum 0.02 1,060.00
Plastering Mesh Rmt 2.00 25.00
Total Cost Material (A)
B Labour Cost:
Foreman / supervisor Nos 0.03 1,000.00
Masons [1st class] Nos 0.08 500.00
Male cooli Nos 0.11 275.00
Female cooli Nos 0.05 185.00
Bhisti Nos 0.01 185.00
Total Cost Labour (B)
C Scaffolding inclusve of material Sqm 25% 200.00
(C)
D [ Total A+B+C ] (D)
E Work contract Tax 4% on [ D ] 4% (E)
F Over heads & Contractor profits at 20 % on (D & E) 20% (F)
Grand Total [ D+E+F ]
Rate Per SQM Rs.
Rate analysis for 12mm thick Internal Plastering - CM 1:6
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Amount Remarks
22.20
15.90
50.00
88.10
Double coat
10Sqm 1Sqm 10Sqm 1Sqm
30.00
40.00 0.67 0.067 1.21 0.121
30.25 0.75 0.075 1.29 0.129
9.25
1.30 0.92 0.092 1.05 0.105
109.50
50.00
50.00
247.60
9.90
51.50
309.00
310.00
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Considering 01 SQM
Sl No Description Unit Quantity Rate
A Materials:Cement Bags 0.07 300.00
Sand [River] Cum 0.02 1,060.00
Plastering Mesh Rmt 2.00 30.00
Total Cost Material (A)
B Labour Cost:
Foreman / supervisor Nos 0.03 1,000.00
Masons [1st class] Nos 0.08 500.00
Male cooli Nos 0.11 275.00
Female cooli Nos 0.05 185.00
Bhisti Nos 0.01 185.00 Total Cost Labour (B)
C Scaffolding inclusve of material Sqm 25% 350.00 (C)
D [ Total A+B+C ] (D)
E Work contract Tax 4% on [ D ] 4% (E)
F Over heads & Contractor profits at 20 % on (D & E) 20% (F)
Grand Total [ D+E+F ]
Rate Per SQM Rs.
Rate analysis for 12mm thick External Plastering - CM 1:6
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Amount Remarks
22.20
15.90
60.00
98.10
30.00
40.00
30.25
9.25
1.30 109.50
87.50 87.50
295.10
11.80
61.38
368.28
369.00
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Considering 01 Cum
Sl No Description Unit Quantity Rate
A Materials:
Cement Bags 1.40 300.00 Sand [River] Cum 0.30 1,060.00
Size stone [ 200 X 200 X 250mm ] Nos 115.00 7.00
packing chips -
Total Cost Material (A)
B Labour Cost:
Foreman / supervisor Nos 0.20 1,000.00
Masons [1st class] Nos 1.25 500.00
Male cooli Nos 1.10 275.00
Bhisti Nos 0.10 185.00 Stone dressing [2 line] Nos 115.00 3.00
Total Cost Labour (B)
C Machinery including mixture machine hire charges. - 2% -
Total Machinery hire cost (C)
D [ Total A+B+C ] (D)
E Water & electricity charges @ 1.50 % On D 1.5% (E)
F Contingences, tools & tackles @ 3 % on D 3% (F)
G Over heads & Contractor profits at 20% on D, E & F 20% (G)
H [ Total D+E+F+G ] (H)
Work contract Tax 4% on [ H ] 4% (I)
Grand Total [ H+I ]
Rate Per Cmt. Rs.
Rate analysis for Size Stone Masonry for Super-structure -
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Amount Remarks
420.00 318.00
805.00
- included above
1,543.00
200.00
625.00
302.50
18.50 345.00
1,491.00
30.86
30.86
3,064.86
45.97
91.95
640.56
3,843.33
153.73
3,997.07
3,998.00
:6
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Considering 01 Cum
Sl No Description Unit Quantity Rate
A Materials:
Cement Bags 1.40 300.00
Sand [River] Cum 0.30 1,060.00
Size stone [ 200 X 200 X 250mm ] Nos 115.00 7.00
packing chips -
Total Cost Material (A)
B Labour Cost:
Foreman / supervisor Nos 0.20 1,000.00
Masons [2nd class] Nos 1.00 450.00
Male cooli Nos 0.80 275.00
Female cooli Nos 0.65 185.00 Bhisti Nos 0.10 185.00
Total Cost Labour (B)
C Machinery including mixture machine hire charges. - 2% -
Total Machinery hire cost (C)
D [ Total A+B+C ] (D)
E Water & electricity charges @ 1.50 % On D 1.5% (E)
F Contingences, tools & tackles @ 3 % on D 3% (F)
G Over heads & Contractor profits at 20% on D,E& F 20% (G)
H [ Total D+E+F+G ] (H)
Work contract Tax 4% on [ H ] 4% (I)
Grand Total [ H+I ]
Rate Per Cmt. Rs.
Rate analysis for Size Stone Masonry for foundation - 1:6
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Amount Remarks
420.00
318.00
805.00
- included above
1,543.00
200.00
450.00
220.00
120.25 18.50
1,008.75
30.86
30.86
2,582.61
38.74
77.48
539.77
3,238.59
129.54
3,368.14
3,369.00
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Descripition Rate / Sft Remarks
Apex water proof emulsion (2 coat
primer +2 coat putty + 2 Coat
finishes
12.50 Incl labour
Apex ultima (2 coat primer +2 coat
putty + 2 Coat finishes)
16.50 Incl labour
Ace exterior emulsion (2 coat
primer +2 coat putty + 2 Coat
finishes)
8.00 Incl labour
Premium Emulsion (2 coat primer
+2 coat putty + 2 Coat finishes)13.33 Incl labour
Tractor acrylic & Synthetic
distemper (2 coat primer +2 coat
putty + 2 Coat finishes)
11.11 Incl labour
Utsav acrylic distemper (2 coat
primer +2 coat putty + 2 Coat
finishes
10.89 Incl labour
Royale luxury Emulsion (2 coat
primer +2 coat putty + 2 Coat
finishes)
15.56 Incl labour
Royale Shyne luxury Emulsion (2
coat primer +2 coat putty + 2 Coat
finishes
16.67 Incl labour
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S No. Description Unit Qty Rate (Rs)
A Material
1 Ceramic tile Sqm 1.00Add wastage 10% Sqm 0.10
Sqm 1.10 350.00
2 12.5 mm thick bed of cement sand in 1:2
cement @ 0.17 bags/sqm for 1 sqm bags 0.17 300.00 sand @ 0.016 cum/sqm for 1 sqm cum 0.016 1,060.00
3 Cost of white cement for joints LS
4 Sundries etc. LS
B Labour
Water charges
Add 20 % contractors profit
Rate for 1 sqm
Rate per Sqm.
S No. Description Unit Qty Rate (Rs)
A Material
1 Vetrified tile - flooring Sqm 1.00Add wastage 10% Sqm 0.10
Sqm 1.10 750.00
2 25 mm thick bed of cement sand in 1:4
cement @ 0.18 bags/sqm for 1 sqm bags 0.18 300.00 sand @ 0.025 cum/sqm for 1 sqm cum 0.025 1,060.00
3 Cost of white cement for joints LS
4 Sundries etc. LS
B Labour
Water charges
Add 20 % contractors profit
Rate for 1 sqm
Rate per Sqm.
S No. Description Unit Qty Rate (Rs)
A Material
1 Vetrified tile - Dadoding Sqm 1.00
Analysis of rate for Pov. & fixing
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Add wastage 10% Sqm 0.10Sqm 1.10 750.00
2 12.5 mm thick bed of cement sand in 1:4
cement @ 0.08 bags/sqm for 1 sqm bags 0.08 300.00 sand @ 0.015 cum/sqm for 1 sqm cum 0.015 1,060.00
3 Cost of white cement for joints LS
4 Sundries etc. LS
B Labour
Water charges
Add 20 % contractors profit
Rate for 1 sqm
Rate per Sqm.
S No. Description Unit Qty Rate (Rs)
A Material
1 Marble Sqm 1.00Add wastage 10% Sqm 0.10
Sqm 1.10 1,000.00
2 20 mm thick bed of cement sand in 1:4
cement @ 0.15 bags/sqm for 1 sqm bags 0.15 300.00 sand @ 0.021 cum/sqm for 1 sqm cum 0.021 1,060.00
3 Cost of white cement for joints LS
4 Polishing
5 Sundries etc. LS
B Labour
Water charges
Add 20 % contractors profit
Rate for 1 sqm
Rate per Sqm.8.4 /ns14
S No. Description Unit Qty Rate (Rs)
A Material
1 Granite flooring Sqm 1.00Add wastage 10% Sqm 0.10
Sqm 1.10 2,000.00
2 20 mm thick bed of cement sand in 1:4
cement @ 0.15 bags/sqm for 1 sqm bags 0.15 300.00
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A Material
1 Ceramic tile - flooring Sqm 1.00Add wastage 10% Sqm 0.10
Sqm 1.10 350.00
2 25 mm thick bed of cement sand in 1:4
cement @ 0.18 bags/sqm for 1 sqm bags 0.18 300.00 sand @ 0.025 cum/sqm for 1 sqm cum 0.025 1,060.00
3 Cost of white cement for joints LS
4 Sundries etc. LS
B Labour
Water charges
Add 20 % contractors profit
Rate for 1 sqm
Rate per Sqm.
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CP% Amount (Rs)
vat13.75% 437.94
51.00 16.96
5.06
10.00 520.96
A 520.96 B 150.00
5.21 676.17
135.23
811.40
Say Rs. 812.00
CP% Amount (Rs)
vat
13.75% 938.44
54.00 26.50
10.19
10.00 1,039.13
A 1,039.13 B 150.00
10.39
1,199.52 239.90
1,439.42
Say Rs. 1,440.00
CP% Amount (Rs)
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vat13.75% 938.44
24.00 15.90
9.78
10.00 998.12
A 998.12 B 170.00
9.98 1,178.10
235.62
1,413.72
Say Rs. 1,414.00
CP% Amount (Rs)
vat13.75% 1,251.25
45.00 22.26
13.19
80.00
10.00 1,421.70
A 1,421.70 B 150.00
14.22 1,585.91
317.18
1,903.09
Say Rs. 1,904.00
CP% Amount (Rs)
vat13.75% 2,502.50
45.00
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22.26
25.70
80.00
10.00 2,685.46
A 2,685.46 B 150.00
26.85 2,862.31
572.46
3,434.77
Say Rs. 3,435.00
39.00 27.56
66.56
CP% Amount (Rs)
vat13.75% 337.84
45.00 27.56
4.10
161.00
10.00 585.50 58.55
A 644.05 B 200.00
6.44 850.49 170.10
1,020.59
Say Rs. 1,021.00
CP% Amount (Rs)
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vat13.75% 437.94
54.00 26.50
5.18
10.00 533.62
A 533.62 B 150.00
5.34 688.96 137.79
826.75
Say Rs. 827.00
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Sl Description Basic rateRate after
rebate
Collers +
jointing
materilal at
Vat tax @5%Transportation &
Handling @ 5%
1 300dia-np2 700.00 700.00 35.00 36.75 included
included
2 450dia - np2 1700.00 1700.00 85.00 89.25 included
included
3 600dia - np2 2300.00 2300.00 115.00 120.75 included
included
4 900dia - np2 6000.00 6000.00 300.00 315.00 included
Job:RCC HUme pipes,NP2 class - pune site
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Note: COT & Sevice taxes are not accounted as the same are added in the final costing on contractl valu
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Landing cost
Labour charge
(including
fushion
Civil costTools & Tackle @
3%
Hydraulic
testTotal cost
Service tax @
10.3% on labour
771.75 154.35 15.44 23.15 38.59 1003.28 0.00
1874.25 374.85 37.49 56.23 93.71 2436.53 0.00
2535.75 507.15 50.72 76.07 126.79 3296.48 0.00
6615.00 1323.00 132.30 198.45 330.75 8599.50 0.00
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Conractors
profit @ 25%COT @ 5% Net cost
Rounded
toRemarks
added on final
quote
added on
final quote1003.28 1004.00
Market rate from M/s
Siddant cement products-
Pune, as on 18/08/2011, Ph:
02066828262
added on final
quote
added on
final quote2436.53 2437.00 do
added on final
quote
added on
final quote3296.48 3297.00 do