Material Rates: Sr. No. Material Description Rate Unit of Measurment

Material Rates
Sr. No.
Material Description
Unit of
measurment
Rate
1 Cement
Bag
230
2 Filling Sand
Cum
700
Coarse sand
909
Fine sand
3 Aggregate 6 mm
930
Cum
Aggregate 10 mm
Cum
445
Aggregate 20 mm
Cum
465
Aggregate 40 mm
Cum
450
4 Rubble 230mm and above
Cum
420
5 Brick Standard 35 kg first class Expo
No
Brick Standard 50 kg
No
3
3
6 Brick Bat
CUM
7 Brick Fire
No
25
8 Siporex Block (0.65x0.24x0.075)
No
65
No
82
No
104
No
121
No
158
13 Concrete Block (600x200x150)
No
69
No
57
No
46
No
34
17 Admixture
Kg
80
18 Water Proof Compound
kg
19 Muroom
Cum
20 Soil good quality
Cum
21 Cinder
CUM
360
22 Stone Dust
Cum
265
23 Mono Bond
Lit
24 Shuttering for P.C.C.1:4:8
Sqm
100
25 Scaffolding
Sqm
30
26 Neeru
kg
27 Plaster of Parris
Bag
28 Through stone
No
80
29 Steel R/F Upto 16 mm dia
MT
35000
above 16 mm dia
1100
90
140
1200
5
80
Mt
38000
30 Structural Steel
MT
42000
31 Binding Wire
Kg
40
32 Ceramic Tiles (600 x 600)
No
235
33 Vitrified Tiles (600x600)
sq.ft
34 Ceramic Anti skid tiles (300x300mm)
Sq.mt
35 Ceramic Plain tiles (300x300mm)
No
25
36 Ceramic Printed tiles (300x300mm)
No
35
37 Ceramic Plain tiles (200x200mm)
No
11
38 Ceramic Plain & printed tiles

(450x450mm)
No
132
39 Ceramic Marbonite Tiles (900x900mm)
No
1175
40 Exotica Vitrified tiles(300x300)
No
40
41 Rustics Vitrified tiles (300x300)
No
43
42 Aqua Series Vetrified tiles (300x300)
No
51
43 Inviza Exotica Vetrified tiles (445x445)
No
112
44 Vitrified (Ivory base colour)tiles

(600x600)
No
275
45 Colouring Pigments
Kg
46 Marble stone
Sqm
47 Granite stone
Sqm
48 Seera Grey granite 25 mm thick
Sq.mt
49 Kotha stone
Sqm
50 Chlorophyriphos EC 20% (Anti termite
Litr
80
51 Chicken Mesh
sq.mtr
15
52 Terrazzo tiles
No
53 Glazed tiles
Sq.mt
54 Iron Powder
Kg
55 60 mm Metal
Cum
450
56
57
58
59
Litre
Kg
Kg
210
350
260
Chemical)
60
61
62
63
Oil Paint
Stainless steel 306 Grade
Stainless steel 304 Grade
RMC
M10
M15
M20
M25
M30
M35
M40
Metal 60 mm
Floor hardner
Fixit Groove filling sealent Material
LDPE sheet 250 mm micron
Cum
Cum
Cum
Cum
Cum
Cum
Cum
Cum
Kg
kg
sq.mt
85
375
5
600
650
1510
370
10
325
25
2475
3250
3475
3750
4250
450
16
400
21
64
65
66
67
HDPE 100 mm dia pipe 6 kg/sq.cm

Silver Sand
P.V.C Sheet 150 GSM
Size Stone 250*150*150
rmt
Cum
Sq.mt
Cum
397
315
40
1500
Name of Project
Item No. from BOQ
Name of Item
Item Description
Size of Member
Shuttering
Shuttering for 1 M3 conc.
For Qty.
Dry Volume
Proportion of Concrete
Grade M- 7.5
Sr.No.
MES Ojhar II
Labour
Material
Cement
Sand
Aggregate
Admixture
Shuttering
C
D
E
Water & Elect. Charges

Tools & Plants
Contractors Profit
1 M3
1.52 M3
Cement
Sand
1
2
Qty.
Aggregate
4
Total
7
Rate
Amount
Unit
1 No
5.75
0.43
0.87
0.31
0.00
Bags
Cum
Cum
Kg
Sqm
325
325.00
230
909
465
0
125
1322.50
394.77
403.89
0.00
0.00
2446.15
A+B
%
0.00%
0.00%
0.00
0.00
Total
2446.15
97.8460571429
Rate / sq.mtr for 40 mm thick
Name of Project
Ojhar II
Item No. from BOQ
Name of Item
Item Description
Size of Member
Shuttering required for the same concrete
For Qty.
1 M3
Dry Volume
1.52 M3
Cement
Sand
Grade M- 10
1
4
Sr.No.
Requirments
A
B
1
2
3
4
5
Labour
Material
Cement
Sand
Aggregate
Admixture
Shuttering
C
D
E
F

Tools & Plants
Contractors Profit
Labour & Ecsis
6.20
0.43
0.87
0.31
Damp Proof Coarse
Requirments
A
B
1
2
3
4
5
Cement
Sand
Aggregate
Admixture
Qty.
Cement
Sand
Aggregate
Admixture
Aggregate
8
Total
13
Rate
Amount
Unit
1 No
3.20
0.47
0.94
0.00
1.00
Rate per Sq.mtr for 100 mm thic 244.61514

Rate per Sq.mtr for 40 mm thic 97.846057
Bags
Cum
Cum
Kg
Sqm
A+B
0%
0%
0.00%
0.00%
Total
325
325.00
230
909
450
0
50
736.00
425.13
420.92
0.00
50.00
1957.06
0.00
0.00
0.00
0.00
1957.06
3.34
0.47
0.94
0.00
Rate for 75 mm thk
146.77915
Rate per Sq.mtr 100 mm thick
195.70554
Name of Project
Ojhar II
Item No. from BOQ
Name of Item
Item Description
Size of Member
For Qty.
1 M3
Dry Volume
1.52 M3
Cement
Sand
Grade M- 15
1
3
Sr.No.
Requirments
A
B
1
2
3
4
5
Labour
Material
Cement
Sand
Aggregate
Admixture
Shuttering
C
D
E
F

Tools & Plants
Contractors Profit
Labour & Ecsis
Qty.
Cement
Sand
Aggregate
Admixture
Aggregate
6
Total
10
Rate
Amount
Unit
1 No
4.20
0.46
0.91
0.21
1.00
Bags
Cum
Cum
Kg
Sqm
325
325.00
230
909
465
0
75
966.00
414.50
424.08
0.00
75.00
2204.58
0.00
0.00
0.00
0.00
2204.58
A+B
0%
0%
0.00%
0.00%
Total
Name of Project
Mes ojhar II.
Item No. from BOQ
Name of Item
Item Description
Size of Member
For Qty.
1 M3
Dry Volume
1.52 M3
Cement
Sand
Aggregate
Grade M- 25
1
5
10
Sr.No.
Requirments
A
B
1
2
3
4
5
Labour
Material
Cement
Sand
Aggregate
Admixture
Shuttering
C
D
E
F

Tools & Plants
Contractors Profit
Labour & Ecsis
Qty.
Unit
Rate
1 No
2.50
0.48
0.95
0.13
1.00
Bags
Cum
Cum
Kg
Sqm
A+B
0%
0%
0.00%
0.00%
Total
Rtae / Sq.mtr for 50 mm thk

rate for 100 mm thk
rate for 150 mm thk
rate for 100 mm thk
Cement
Sand
Aggregate
Admixture
Total
16
Amount
325
325.00
230
909
450
0
50
575.00
431.78
427.50
0.00
50.00
1809.28
0.00
0.00
0.00
0.00
1809.28
4.34
0.46
0.91
0.22
146.97227
2.71
0.48
0.95
0.14
Name of Project
MES Ojhar II
Item No. from BOQ
Name of Item
Item Description
Size of Member
For Qty.
1 M3
Dry Volume
1.52 M3
Cement
Sand
Aggregate
Grade M- 25
1
2
4
Sr.No.
Requirments
A
B
1
2
3
4
5
Labour
Material
Cement
Sand
Aggregate
Admixture
Shuttering
C
D
E
F

Tools & Plants
Contractors Profit
Labour & Ecsis
Qty.
Unit
Rate
1 No
5.80
0.43
0.87
0.29
8.00
Bags
Cum
Cum
Kg
325.00
230
909
450
80
240
1334.00
394.77
390.86
23.20
1920.00
4387.82
0.00
0.00
0.00
0.00
4387.82
0%
0%
0.00%
0.00%
Name of Project
MES Ojhar II
Item No. from BOQ
Name of Item
Item Description
Size of Member
For Qty.
1 M3
Dry Volume
1.52 M3
Cement
Sand
Aggregate
Grade M- 25
1
1
2
A
B
1
2
3
4
5
Labour
Material
Cement
Sand
Aggregate
Admixture
Shuttering
Qty.
Unit
Rate
1 No
7.50
0.38
0.76
0.75
0.00
Bags
Cum
Cum
Kg
Sqm
A+B
C
D
E
F

Tools & Plants
Contractors Profit
Labour & Ecsis
0%
0%
0.00%
0.00%
Total
Cement
Sand
Aggregate
Admixture
10.86
0.38
0.76
0.54
Total
7
325
Total
Requirments
6.20
0.43
0.87
0.29
Amount
A+B
Sr.No.
Cement
Sand
Aggregate
Admixture
Total
4
Amount
300
300.00
230
909
465
80
300
1725.00
345.42
353.40
60.00
0.00
2783.82
0.00
0.00
0.00
0.00
2783.82
Rate for 100 mm thick
278.382
Name of Project
Item No. from BOQ
2.3
Name of Item
Item Description
Size of Member
For Qty.
1 M3
Dry Volume
1.52 M3
Cement
Sand
Grade M- 25
1
1.5
Sr.No.
Requirments
A
B
1
2
3
4
5
Labour
Material
Cement
Sand
Aggregate
Admixture
Shuttering
C
D
E
F

Tools & Plants
Contractors Profit
Labour & Ecsis
Qty.
Cement
Sand
Aggregate
Admixture
Aggregate
3
Total
5.5
Rate
Amount
Unit
1 No
7.20
0.41
0.83
0.39
2.00
Bags
Cum
Cum
Kg
Sqm
400
400.00
230
909
465
80
220
1656.00
376.82
385.53
31.58
440.00
3289.93
0.00
0.00
0.00
0.00
3289.93
A+B
0%
0%
0.00%
0.00%
Total
Name of Project
Item No. from BOQ
14
Name of Item
Item Description
Size of Member
For Qty.
1 M3
Dry Volume
1.52 M3
Cement
Sand
Grade M- 25
1
2
Sr.No.
Requirments
A
B
1
2
3
4
5
Labour
Material
Cement
Sand
Aggregate
Admixture
Shuttering
C
D
E
F

Tools & Plants
Contractors Profit
Labour & Ecsis
Qty.
Aggregate
4
Total
7
Rate
Amount
Unit
1 No
6.20
0.43
0.87
0.31
8.00
Bags
Cum
Cum
Kg
Sqm
325
325.00
230
909
465
80
225
1426.94
394.77
403.89
24.82
1800.00
4375.41
0.00
0.00
180.00
0.00
4555.41
A+B
0%
0%
10.00%
0.00%
Total
Name of Project
Item No. from BOQ
Ojhar
Name of Item
Item Description
Size of Member
For Qty.
1 M3
Dry Volume
1.52 M3
Cement
Sand
Grade M- 25
1
1.5
Sr.No.
Requirments
Qty.
Unit
Aggregate
3
Total
5.5
Rate
Amount
rate for 40 mm thk

rate for 100 mm thk
rate for 300 mm trimix
7.90
0.41
0.83
0.39
131.59734
328.99335
986.98005
Cement
Sand
Aggregate
Admixture
6.20
0.43
0.87
0.31
Cement
Sand
Aggregate
Admixture
7.90
0.41
0.83
0.39
A
B
1
2
3
4
5
Labour
Material
Cement
Sand
Aggregate
Admixture
Shuttering
C
D
E
F

Tools & Plants
Contractors Profit
Labour & Ecsis
1 No
7.00
0.41
0.83
0.70
0.00
Bags
Cum
Cum
Kg
Sqm
300
300.00
230
909
465
0
275
1610.00
376.82
385.53
0.00
0.00
2672.35
0.00
0.00
0.00
0.00
2672.35
A+B
0%
0%
0.00%
0.00%
Total
Name of Project
Using 40 mm aggregate
Item No. from BOQ
Name of Item
Item Description
Size of Member
For Qty.
1 M3
Dry Volume
1.52 M3
Cement
Sand
Aggregate
Grade M- 15
1
3
6
Sr.No.
Requirments
A
B
1
2
3
4
5
Labour
Material
Cement
Sand
Aggregate
Admixture
Shuttering
C
D
E
F

Tools & Plants
Contractors Profit
Labour & Ecsis
Qty.
Unit
Rate
1 No
3.50
0.46
0.91
0.18
1.00
Bags
Cum
Cum
Kg
Sqm
A+B
0%
0%
0.00%
0.00%
Total
Cement
Sand
Aggregate
Admixture
4.34
0.46
0.91
0.22
Total
10
Amount
300
300.00
230
909
450
0
75
805.00
414.50
410.40
0.00
75.00
2004.90
0.00
0.00
0.00
0.00
2004.90
Rtae / Sq.mtr for 50 mm thk
133.66027
Bags
Cum
Cum
Kg
Bags
Cum
Cum
Kg
Bags
Cum
Cum
Kg
Bags
Cum
Cum
Kg
Bags
Cum
Cum
Kg
Bags
Cum
Cum
Kg
Bags
Cum
Cum
Kg
Bags
Cum
Cum
Kg
Bags
Cum
Cum
Kg
Bags
Cum
Cum
Kg
HYSD Reinforcement
Name of Project
Item No. from BOQ
Name of Item
Item Description
For Qty.
Wastage
Sr.No.
21
R/F steel
1 M.T.
1.05 M.T.
Requirments
Labour
B
1
2
Material
Steel
Binding Wire with wastage
Qty.
Unit
Rate
1 M.T.
1.05 MT
9.00 Kg
4000
4000.00
35000
41
36750.00
369.00
41119.00
0.00
0.00
0.00
0.00
41119.00
A+B
C
D
E
F

Tools & Plants
Contractors Profit
Labour & Ecsis
Amount
0%
0.00%
0.00%
0.00%
Total
Binding Wire
M.T.
10.00 Kg
Rubble Soling Using 60 mm metal

For Qty.
Dry Volume
Sr.No.
A
B
1
2
3
4
1 M3
1.2 M3
Requirments
Labour
Material
Rubble
Packing material
Murrum
Roller
Qty.
Unit
Rate
1 Cum
1.20
0.30
0.08
1.00
250
cum
Cum
Cum
No
550
0
140
16.67
A+B
C
D
E
F
Water & Elect. Char

Tools & Plants
Contractors Profit
Labour & Ecsis
0%
0%
15%
0.00%
0
Total
Amount
Roller
Roller Rent / day=
250.00 Capacity of Roller
compaction / day
660.00 Rent / cum=
0.00
11.20
16.67
937.87
0.00
0.00
140.68
0.00
1078.55
Roller Rent / day=

Capacity of Roller
ompaction / day
Rent / cum=
5000
300
16.67
Rubble Soling
Item No
For Qty.
Dry Volume
Sr.No.
A
B
1
2
3
4
C
D
E
F
1 M3
1.25 M3
Requirments
Labour
Material
Rubble
Packing material
Murrum
Roller
Qty.
Unit
Rate
1 Cum
1.20
0.10
0.05
1.00

Tools & Plants
Contractors Profit
Labour & Ecsis
Amount
200
200.00
420
450
140
25.00
A+B
504.00
45.00
7.00
25.00
781.00
#REF!
7.81
78.10
#REF!
Total
#REF!
cum
Cum
Cum
No
#REF!
1%
10%
#REF!
Stone filling 40 mm Siemens

For Qty.
Dry Volume
Sr.No.
A
B
1
2
3
4
1 M3
1.2 M3
Requirments
Labour
Material
Rubble
Packing material
Murrum
Roller
Qty.
Unit
Rate
1 Cum
1.25
0.30
0.04
0.00
cum
Cum
Cum
No
A+B
C
D
E
F

Tools & Plants
Contractors Profit
Labour & Ecsis
0%
0%
0%
0.00%
Amount
300
300.00
450
0
140
50.00
562.50
0.00
5.60
0.00
868.10
0.00
0.00
0.00
0.00
Total
868.10
Roller
Roller Rent / day=
Capacity of Roller
compaction / day
Rent / cum=
Rate / sq.mtr
Roller
Roller Rent / day=
Capacity of Roller
compaction / day
Rent / cum=
5000
400
12.50
#REF!
5000
400
12.50
Excavation
0 to 1.5 mtr
Excavation in all soil & condition for foundation pits & cable trench,storm water drain excluding hard rock includin
shoring & dewatering
a) Up to a depth1.5m
Assume Qty
M3
Sr. No.
Requirments
Qty.
Unit
By Machinary
1
2
3
4
5
6
7
Pocklen
Rollar
Water tanker
Carting of material
Labour
Doazer
Shoring
0.0050
0.0020
0.0000
1.0000
1.0000
0.0167
0.0000
Contractors Profit
15.00%
Final Rate
Cum
Cum
Cum
Cum
Excavation Depth upto 1.5m to 3 m
Qty
Sr. No.
Requirments
By Machinary
1
2
3
4
5
Pocklen
Rollar
Water tanker
Carting of Soil
Shoring
6 Contractors profit
Final rate
M3
Qty.
Unit
0.00800 Cum
Cum
Cum
1.00 Cum
0 Sq.mt
0.00%
Shoring
a) Up to a depth1.5m
Area of Excavation
Volume of Excavation in cum
Shoring area in sq.mtr
b)
Sr. No.
Requirments
Material
1 Wooden batten
2 shuttering ply
2.6
10.14
12.48
Qty.
Unit
8.48 cuft
24 sq.mtr
Total of A
Shuttering Repetation
6 Times
Rate / 24 sq.mtr
Rate / sq.mtr
B
Material
Labour
Sundries
Rate/ sq.mtr
Rate for 1 cum
2.6
1 sq.mtr
1 L.S
Output
7180 Per Day

200 Cum
Cost/M3
35.9
JCB
r drain excluding hard rock including
For lead 1 km
Dumpre
Output
Cost/M3
JCB
36
Coieff.
Rate
0.00500
Coieff.
Amount
V. Rollar
Output
Cost/M3
8000 Per Day

500 Cum
16.00
Dozer
Rent Rs/hr
O/P
16
Coieff.
0.00200
Coefficient
7180
0
0
21
2
0
84
Total
35.9000
0.00
0
21.48
2.00
0.00
0.00
59.38
8.91
Water tanker
Output
Water required
per M3
qty of sand for

50000 lit water
Cost/M3
0 Per Day
16000 Litre
125 Litre
128 M3
1
3
Coieff.
68.28
Say
68.28
#DIV/0!
3 m
JCB
Output
Cost/M3
7180 Per Day

125 Cum
57.44
57
Rate
Amount
Coieff.
0.00800
For lead 3 km
Dumpre
Output
Cost/M3
JCB
Coieff.
V. Rollar
Output
Cost/M3
#REF! Per Day

350 Cum
#REF!
#REF!
Coieff.
Water tanker
Output
Water required
per M3
7180
0
0
35
57.44
0.00
0.00
35.39
84.3888889
0.00
92.83
0.00
Total
92.83
qty of sand for

50000 lit water
Cost/M3
#REF!
#REF! Per Day

50000 Litre
125 Litre
400 M3
3
5
Coieff.
#REF!
1.5
Rate
Amount
wooden batten
Ply
350
350
2968
6160
9128
1521.3333
63.388889
63.388889
18
3
84.388889
84.388889
.
16'*.25'*13.25
'*8'*300*2
17.6*350
2530
6160
Dozer
Rent Rs/hr
O/P
2500 Per Day

200 Cum
12.5
8.975
21
250
60
4.16666667
0.01666667
8.975
2500 Per Day

125 Cum
20
15.38571429 15.38571
35
0.01415
250
60
4.16666667
Refilling Brought fom out

Ojhar II
Assume Qty
Sr. No.
Requirments
Item No
M3
Qty.
Unit
Rate
Amount
1.10
Material
1 Murrum
2
3
4
5
Rollar
Water tanker
Carting of material
Labour
1.15 Cum
140
161.0000
0.0029 Cum
1.00 Cum
1.00 Cum
1.00
4000
8
0
0
11.43
7.5
0.00
0.00
Total
Contractors Profit
10.00%
179.93
17.99
Final Rate
197.92
Say
197.92
g Brought fom outside

Pocklen
Output
Cost/M3
12600 Per Day

500 Cum
25.2
Dumpre
Output
Cost/M3
Poklain
25
Coieff.
V. Rollar
Output
Cost/M3
0.00200
4000 Per Day

350 Cum
11.43
11
Coieff.
Water
tanker
Output
Water
required
per M3
qty of
sand for
50000 lit
water
Cost/M3
0.00286
2100 Per Day

35000 Litre
125 Litre
280 M3
8
8
Coieff.
0.00357
2245
300
7.4833333
7.875
15
Coieff.
MES Ojhar II
Qty
Dry. Vol
Thickness
Sr. No.
Requirments
A
B
1
Labour
Material
2
3
5
6
1
1.4
M2
M3
MM
Cement
Sand
Total
Qty.
Unit
Rate
Amount
1 M2
50
50
Cement
0.05 Bag
230
11.50
Sand
Scaffolding
Chicken Mesh
Neeru finish
0.01 Cum
1 Sqm
0.1 Sqm
Sqm
930
20
30
0
4.88
20.00
3.00
Total (A+B)
7
C.P
Mortar Proportion
Wet Mortar
Dry Mortar
Cement
Sand
0.005
0.007
0.05
0.01
Cum
Cum
Bags
Cum
89.38
0.00%
0.00
Total
89.38
Scaffolding
Chicken Mesh
M2
Neeru
1 Sqm
0.15 Sqm
1 kg
Sand Faced Plaster
Qty
Dry. Vol
10
1.4
M2
M3
Thickness
10
MM
MM
Cement
Sand
Total
1
1
4
4
5
5
Qty.
Unit
Thickness
Sr. No.
Requirments
Labour
Ojhar II
Rate
10 Ls
Amount
90
Mortar Proportion 1:4

14 mm
Wet Mortar
0.100 Cum
Dry Mortar
0.140 Cum
900
Cement
Sand
B
1
2
3
4
5
Material
Cement
Sand
Scaffolding
Chiken mesh
W/P Compound
0.80
0.11
10
2
0.80
Bags
Cum
Sqm
sq.mt
Kg
230
700
25
40
90
Total (A+B)
184.00
78.40
250.00
80.00
72.00
1564.40
C
1
Cement
0.40 Bags
230
92.00
2
3
4
Sand
Scaffolding
W/P Compound
0.06 Cum
0 Sqm
0.00 Kg
700
0
0.00
Total (A+B+C)
39.20
0.00
0.00
1695.60
C.P
0.80 Bags
0.11 Cum
W/P Compound
0.80
Scaffolding
10
chiken mesh
5
Mortar Proportion 1:4
Kg
Sqm
rmt
6 mm thick
Wet Mortar
Dry Mortar
Cement
Sand
W/P Compound
Cum
Cum
Bags
Cum
Kg
Scaffolding
0.050
0.070
0.40
0.06
0.00
0
Material
0.00%
0.00
Rate per Sq,mt
Total
1695.60
M2
169.56
Ojhar II
Qty
Dry. Vol
Thickness
Sr. No.
Requirments
A
B
1
Labour
Material
2
3
5
6
1
1.4
M2
M3
10
MM
Cement
Sand
Total
Qty.
Unit
Rate
Amount
1 M2
60
60
Cement
0.06 Bag
230
13.14
Sand
Scaffolding
Chicken Mesh
lime
0.01 Cum
1 Sqm
0.1
0 kg
930
20
30
5
11.16
20.00
3.00
0.00
Mortar Proportion
Wet Mortar
Dry Mortar
Cement
Sand
Total (A+B)
C
C.P.
0.01 Cum
107.30
0.00%
0
Scaffolding
Chicken Mesh
Total
Qty
Dry. Vol
Thickness
Sr. No.
Requirments
A
B
1
Labour
Material
Cement
2
3
5
6
Sand
Scaffolding
Chicken Mesh
wter proofing comop
107.30
10
M2
M3
MM
Cement
Sand
Total
Qty.
Unit
Rate
C.P
1 M2
55
55
0.08 Bag
230
18.40
700
15
0
0
7.84
15.00
0.00
0.00
Cum
Sqm
Sqm
kg
0.00
Total
Thickness
Sr. No.
Requirments
A
B
1
2
Labour
Material
Cement
Sand
Mortar Proportion
Wet Mortar
Dry Mortar
Cement
Sand
100
0.7
M2
M3
0.010
0.014
0.08
0.01
Cum
Cum
Bags
Cum
96.24
0.00%
Qty
Dry. Vol
M2
Amount
Total (A+B)
7
1 Sqm
0.3 Rmt
Water proofing
1
1.4
0.01
1
0.15
0.008
0.010 Cum
0.014 Cum
0.06 Bags
96.24
M2
Scaffolding
Chicken Mesh
Neeru
1 Sqm
0.5 Rmt
1 kg
Flush Pointing
10
MM
Cement
Sand
Total
Qty.
Unit
Rate
Amount
100 M2
65
6500
4.00 Bag
0.56 Cum
230
909
920.00
509.04
Mortar Proportion
Wet Mortar
1.000 Cum
3
5
Scaffolding
Chicken Mesh
wter proofing comop
100 Sqm
0.15 Sqm
0.4 kg
18
35
1800.00
5.25
0.00
9734.29
Total (A+B)
7
8
C.P
Injection Water Proof
0.00%
0 sq.mtr
250
Total
Rate / sq.mtr
Dry Mortar
Cement
Sand
0.00
0
9734.29
97.3429
Scaffolding
Chicken Mesh
M2
Neeru
0.700 Cum
4.00 Bags
0.56 Cum
1 Sqm
0.5 Rmt
1 kg
Hard Core
Ojhar
Qty
Dry. Vol
1
1.25
M3
M3
Thickness
150
MM
Qty.
Unit
Consider 40 mm thick material
Sr. No.
Requirments
A
B
1
2
3
4
Labour
Material
1 M3
Rate
250.00
Aggregate
Murrum
rolling
Watering
1.10 cum
0.10 cum
1.00
100.00 Litre
Plant charges
Tools & Tackle
0.00%
450
140
35
0.08
Total (A+B)
Total /cum
Rate/sq.mt
Qty
Dry. Vol
1
1.15
M3
M3
Thickness
150
MM
Consider 40 mm thick material
Sr. No.
Requirments
A
B
1
2
3
4
Labour
Material
Qty.
Unit
1 M3
Aggregate
Murrum
rolling
Watering
1.20 cum
0.05 cum
1.00
100.00 Litre
Plant charges
Tools & Tackle
0.00%
Rate
120.00
450
140
35
0.08
Total (A+B)
Total /cum
Rate/sq.mt
Amount
250.00
495.00
14.00
35.00
8.00
802.00
0.00
802.00
802.00
80.20
for 100 mm thick
120.30
Rate for 150 mm thk
60.15
Rate for 75 mm thk
Amount
120.00
540.00
7.00
35.00
8.00
710.00
0.00
710.00
710.00
53.26
for 75 mm thick
SAND FILLING
Name of Project
Item No. from BOQ
1.4
Name of Item
Sand filling
Item Description
For Qty.
1 M3
Dry Volume
1.03 M3
Sr.No.
Requirments
Qty.
Unit
Labour
Material
Sand
1.02 Cum
Dewatering
3.00 hrs
Compaction by plate compactor
1.00 Cum
Rate
1 No
100
700
0
20
A+B
0%
Tools & Plants
0%
Contractors Profit
0%
Labour & Ecsis
0.00%
Total
Amount
100.00
714.00
0.00
20.00
834.00
0.00
0.00
0.00
0.00
834.00
Brick work 230 mm thick

MES Ojhar II
Name of Project
Item No. from BOQ
Name of Item
Item Description
For Qty.
Dry Volume
Sr.No.
Cement
Sand
1.63
0.34
Cement
Sand
0.26
0.04
B/W
1 M3
0.4 M3
Cement
Sand
1
6
Requirments
A
B
1
2
3
4
Labour
Material
Cement
Sand
Scaffolding
Bricks
C
D
E
F

Tools & Plants
Contractors Profit
Labour & Ecsis
Qty.
Total
7
Unit
Rate
1 No
1.40
0.34
4.35
502.00
Bags
Cum
sq.mt
No
Amount
325
325.00
230
909
10
3
322.00
311.66
43.50
1506.00
2508.16
0.00
0.00
0.00
0.00
2508.16
577.9163924
A+B
0%
0%
0.00%
0.00%
Total
Rate/Sq.mtr

MES Ojhar II
Name of Project
Item No. from BOQ
Name of Item
Item Description
For Qty.
Qty of B/W
Dry Volume
Dry Volume for 10 sq.mt
Grade M- 15
Sr.No.
B/W
1
0.115
0.4
0.046
Cement
1
Requirments
Qty.
sq.mt
cum
cum
M3
Sand
4
Unit
A
B
1
2
3
4
5
6
Labour
Material
Cement
Sand
Scaffolding
Bricks
R/F
Concrete
0.20
0.04
1.00
57.00
0.50
0.00
C
D
E
F

Tools & Plants
Contractors Profit
Labour & Ecsis
0%
0%
0.00%
0.00%
Total
5
Rate
1 sq.mt
Bags
Cum
sq.mt
Nos
kg
cum
A+B
Total
Block work 200 mm thick
Amount
50
50.00
230
700
10
3
46
3000
46.00
25.76
10.00
171.00
23.00
0.00
325.76
0.00
0.00
0.00
0.00
325.76
Rate for 1 sq.mt
325.76
Name of Project
Item No. from BOQ
Name of Item
Item Description
For Qty.
Qty of B/W
Dry Volume
Grade M- 15
Sr.No.
Cement
Sand
200*200*450 mm
0.46
0.06
B/W
1
0.2
0.4
0.08
Cement
1
Requirments
A
B
1
2
3
4
5
6
Labour
Material
Cement
Sand
Scaffolding
Concrete Block
R/F
Concrete
C
D
E
F

Tools & Plants
Contractors Profit
Labour & Ecsis
Qty.
sq.mt
cum
cum
M3
Sand
4
Total
5
Unit
Rate
1 sq.mt
0.46
0.06
1.00
12.00
0.00
0.00
Bags
Cum
sq.mt
Nos
kg
cum
Amount
80
80.00
0
909
25
30
46
3000
0.00
58.18
25.00
360.00
0.00
0.00
523.18
0.00
0.00
52.32
0.00
575.49
A+B
0%
0%
10.00%
0.00%
Total
Rate for 1 sq.mt
575.4936

Name of Project
Item No. from BOQ
Name of Item
Item Description
For Qty.
Qty of B/W
Dry Volume
Grade M- 15
Sr.No.
Requirments
A
B
1
2
3
4
5
6
Labour
Material
Cement
Sand
Scaffolding
Bricks
R/F
Concrete
C
D
E
F

Tools & Plants
Contractors Profit
Labour & Ecsis
Cement
Sand
400*200*100 mm
0.46
0.06
B/W
1
0.2
0.4
0.08
Cement
1
Qty.
sq.mt
cum
cum
M3
Sand
4
Unit
Total
5
Rate
1 sq.mt
0.46
0.06
1.00
13.00
0.00
0.00
Bags
Cum
sq.mt
Nos
kg
cum
A+B
0%
0%
10.00%
0.00%
Total
Amount
80
80.00
0
909
25
16
46
3000
0.00
58.18
25.00
208.00
0.00
0.00
371.18
0.00
0.00
37.12
0.00
408.29
Rate for 1 sq.mt
408.2936

Name of Project
Item No. from BOQ
Name of Item
Item Description
For Qty.
Qty of B/W
Dry Volume
Grade M- 15
Sr.No.
Cement
Sand
400*200*200
0.46
0.06
B/W
1
0.2
0.4
0.08
Cement
1
Requirments
A
B
1
2
3
4
5
6
Labour
Material
Cement
Sand
Scaffolding
Bricks
R/F
Concrete
C
D
E
F

Tools & Plants
Contractors Profit
Labour & Ecsis
Qty.
sq.mt
cum
cum
M3
Sand
4
Total
5
Unit
Rate
1 sq.mt
0.46
0.06
1.00
13.00
0.00
0.00
Bags
Cum
sq.mt
Nos
kg
cum
Amount
80
80.00
0
909
25
26
46
3000
0.00
58.18
25.00
338.00
0.00
0.00
501.18
0.00
0.00
50.12
0.00
551.29
A+B
0%
0%
10.00%
0.00%
Total
Rate for 1 sq.mt
551.2936

Name of Project
Item No. from BOQ
Name of Item
Item Description
For Qty.
Qty of B/W
Dry Volume
Grade M- 15
Sr.No.
Cement
Sand
400*200*150 mm
0.34
0.05
B/W
1
0.15
0.4
0.06
Cement
1
Requirments
A
B
1
2
3
4
5
6
Labour
Material
Cement
Sand
Scaffolding
Bricks
R/F
Concrete
C
D
E
F

Tools & Plants
Contractors Profit
Labour & Ecsis
Qty.
sq.mt
cum
cum
M3
Sand
4
Total
5
Unit
Rate
1 sq.mt
0.34
0.05
1.00
13.00
0.00
0.00
Bags
Cum
sq.mt
Nos
kg
cum
A+B
0%
0%
10.00%
0.00%
Total
Amount
80
80.00
0
909
25
19
46
3000
0.00
43.63
25.00
247.00
0.00
0.00
395.63
0.00
0.00
39.56
0.00
435.20
Rate for 1 sq.mt
435.1952

Name of Project
Item No. from BOQ
Name of Item
400*200*150 mm
B/W
Cement
Sand
0.26
0.04
Item Description
For Qty.
Qty of B/W
Dry Volume
Grade M- 15
Sr.No.
1
0.115
0.4
0.046
Cement
1
Requirments
A
B
1
2
3
4
5
6
Labour
Material
Cement
Sand
Scaffolding
Bricks
R/F
Concrete
C
D
E
F

Tools & Plants
Contractors Profit
Labour & Ecsis
Qty.
sq.mt
cum
cum
M3
Sand
4
Total
5
Unit
Rate
1 sq.mt
0.26
0.04
1.00
57.00
0.00
0.00
Bags
Cum
sq.mt
Nos
kg
cum
Amount
75
75.00
0
0
20
0
46
3000
0.00
0.00
20.00
0.00
0.00
0.00
95.00
#REF!
0.00
9.50
#REF!
#REF!
A+B
#REF!
0%
10.00%
#REF!
Total
Rate for 1 sq.mt
#REF!

Name of Project
Item No. from BOQ
Name of Item
Item Description
For Qty.
Qty of B/W
Dry Volume
Grade M- 15
Sr.No.
Cement
Sand
400*200*150 mm
0.26
0.04
B/W
1
0.115
0.4
0.046
Cement
1
Requirments
A
B
1
2
3
4
5
6
Labour
Material
Cement
Sand
Scaffolding
Bricks
R/F
Concrete
C
D
E
F

Tools & Plants
Contractors Profit
Labour & Ecsis
Qty.
sq.mt
cum
cum
M3
Sand
4
Total
5
Unit
Rate
1 sq.mt
0.26
0.04
1.00
57.00
0.00
0.00
Bags
Cum
sq.mt
Nos
kg
cum
A+B
#REF!
0%
10.00%
#REF!
Total
Amount
75
75.00
0
0
20
0
46
3000
0.00
0.00
20.00
0.00
0.00
0.00
95.00
#REF!
0.00
9.50
#REF!
#REF!
Rate for 1 sq.mt
#REF!

Name of Project
Item No. from BOQ
Name of Item
Item Description
For Qty.
Qty of B/W
Dry Volume
Cement
Sand
400*200*150 mm
B/W
1
0.115
0.4
0.046
Cement
sq.mt
cum
cum
M3
Sand
Total
0.26
0.04
Grade M- 15
Sr.No.
Requirments
A
B
1
2
3
4
5
6
Labour
Material
Cement
Sand
Scaffolding
Bricks
R/F
Concrete
C
D
E
F

Tools & Plants
Contractors Profit
Labour & Ecsis
Qty.
Unit
5
Rate
1 sq.mt
0.26
0.04
1.00
57.00
0.00
0.00
Bags
Cum
sq.mt
Nos
kg
cum
A+B
#REF!
0%
10.00%
#REF!
Total
Amount
75
75.00
0
0
20
0
46
3000
0.00
0.00
20.00
0.00
0.00
0.00
95.00
#REF!
0.00
9.50
#REF!
#REF!
Rate for 1 sq.mt
#REF!
Bags
Cum
Bags
Cum
Bags
Cum
Bags
Cum
Bags
Cum
Bags
Cum
Bags
Cum
Bags
Cum
Bags
Cum

Material Rates: Sr. No. Material Description Rate Unit of Measurment

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Material Rates

4 Rubble 230mm and above

5 Brick Standard 35 kg first class Expo

8 Siporex Block (0.65x0.24x0.075)

9 Siporex Block (0.65x0.24x0.1)

10 Siporex Block (0.65x0.24x0.125)

11 Siporex Block (0.65x0.24x0.150)

12 Siporex Block (0.65x0.24x0.20)

13 Concrete Block (600x200x150)

14 Concrete Block (600x200x125)

15 Concrete Block (600x200x100)

16 Concrete Block (600x200x75)

18 Water Proof Compound

20 Soil good quality

24 Shuttering for P.C.C.1:4:8

29 Steel R/F Upto 16 mm dia

32 Ceramic Tiles (600 x 600)

33 Vitrified Tiles (600x600)

34 Ceramic Anti skid tiles (300x300mm)

35 Ceramic Plain tiles (300x300mm)

36 Ceramic Printed tiles (300x300mm)

37 Ceramic Plain tiles (200x200mm)

38 Ceramic Plain & printed tiles

39 Ceramic Marbonite Tiles (900x900mm)

40 Exotica Vitrified tiles(300x300)

41 Rustics Vitrified tiles (300x300)

42 Aqua Series Vetrified tiles (300x300)

43 Inviza Exotica Vetrified tiles (445x445)

44 Vitrified (Ivory base colour)tiles

48 Seera Grey granite 25 mm thick

50 Chlorophyriphos EC 20% (Anti termite

HDPE 100 mm dia pipe 6 kg/sq.cm

Water & Elect. Charges

Rate / sq.mtr for 40 mm thick

Water & Elect. Charges

Damp Proof Coarse

Rate per Sq.mtr for 100 mm thic 244.61514

Rate for 75 mm thk

Rate per Sq.mtr 100 mm thick

Water & Elect. Charges

Water & Elect. Charges

Rtae / Sq.mtr for 50 mm thk

Water & Elect. Charges

Water & Elect. Charges

Rate for 100 mm thick

Water & Elect. Charges

Water & Elect. Charges

rate for 40 mm thk

Water & Elect. Charges

Water & Elect. Charges

Rtae / Sq.mtr for 50 mm thk

Water & Elect. Charges

Rubble Soling Using 60 mm metal

Water & Elect. Char

Roller Rent / day=

Water & Elect. Charges

Stone filling 40 mm Siemens

Water & Elect. Charges