Bhadanis RCC WORK ESTIMATION GUIDE PCC WORK ESTIMATION BHADANIS Construction Material Estimation Guide - Estimation of Civil Works Material Consumption Statement Sheet - Concrete Work Material Estimation Concrete Work Estimation Shuttering Work Estimation Road Work Estimation

1. P.W.(Roads) Directorate
Schedule of Rates : 2008-2009
Section : 3
Consumption of Materials
CONSUMPTION OF MATERIALS
Consumptions for Plastering, Brickworks, Concreting etc.3.1
Consumption of different materials of construction in the corresponding contract items of works shall
be computed on the basis of the quantities shown in Table: 3-1, subject to a variation of plus / minus
five percent. Where, however, the circumstances of work so require, the Engineer-in-charge shall be
competent to allow (for record reason) for a greater variation.
N.B. :- This statement is based on the following assumptions:
(1)
(2)
(3)
That dry sand with necessary allowance for bulking is used.
That the size of bricks shall be 9 ¾˝ x 4 ¾˝ x 2 ¾˝.
Volume of 1 bag (50 Kg) cement = 0.035 m3
TABLE 3.1 – 1: QUANTITIES OF MATERIALS REQUIRED FOR PLASTERING, BRICKWORK,
CONCRETING & OTHER ITEMS
Sl.
No.
Description of items
10 mm cement plaster (4 : 1)
15 mm cement plaster (4 : 1)
20 mm cement plaster (4 : 1)
15 mm cement plaster (6 : 1)
20 mm cement plaster (6 : 1)
Ruled pointing
Unit
100 m2
100 m2
100 m2
100 m2
100 m2
100 m2
Quantities of materials required.
Sand
Cement
Sand
Cement
Sand
Cement
Sand
Cement
Sand
Cement
Sand
Cement
Brick
Cement
Sand
Brick
Cement
Sand
Brick
Cement
Sand
Stone
Cement
Sand
Stone
Cement
Sand
Stone
Cement
Sand
1.200 m3
428.6 kg
1.460 m3
657.1 kg
2.170 m3
778.6 kg
1.800 m3
428.6 kg
2.400 m3
571.4 kg
0.370 m3
174.3 kg
388 nos.
152.9 kg
0.320 m3
388 nos.
118.6 kg
0.330 m3
388 nos.
78.57 kg
0.330 m3
1.250 m3
128.6 kg
0.360 m3
1.250 m3
101.4 kg
0.374 m3
1.250 m3
92.9 kg
1
2
3
4
5
6
7
8
Brickwork in cement mortar (1 : 3)
Brickwork in cement mortar (1 : 4)
Brickwork in cement mortar (1 : 6)
m3
m3
m3
m3
m3
m3
9
Random / Coursed / Rubble masonry in cement
mortar in road & jhora works (1 : 4)
10
11
12
Random / Coursed / Rubble masonry in cement
mortar in road & jhora works (1 : 5)
Random / Coursed / Rubble masonry in cement
mortar in road & jhora works (1 : 6)
0.385 m3
Stone
Cement
Sand
1.250 m3
107.1 kg
0.300 m3
Square & coursed Rubble masonry in cement
mortar in road & jhora works (1 : 4)
13
14
m3
m3
Stone
Cement
Sand
1.250 m3
89.1 kg
0.312 m3
Square & coursed Rubble masonry in cement
mortar in road & jhora works (1 : 5)
167

2. Section : 3
Consumption of Materials
P.W. (Roads) Directorate
Schedule of Rates : 2008-2009
Sl.
No.
Description of items Unit Quantities of materials required.
Stone
Cement
Sand
Stone chips (6 to 20 mm)
Cement
Sand
Stone chips (6 to 20 mm)
Cement
Sand
Stone chips (6 to 20 mm)
Cement
Sand
Stone chips (6 to 20 mm)
Cement
Sand
1.250 m3
76.4 kg
Square & coursed Rubble masonry in cement
mortar in road & jhora works (1 : 6)
15 m3
0.321 m3
0.860 m3
408.6 kg
0.430 m3
0.880 m3
314.3 kg
0.440 m3
0.940 m3
222.9 kg
0.470 m3
0.960 m3
171.4 kg
0.480 m3
217.1 kg
16
17
18
19
Nominal mix cement concrete (1 : 11/ : 3)
2
m3
m3
m3
m3
Nominal mix cement concrete (1 : 2 : 4)
Nominal mix cement concrete (1 : 3 : 6)
Nominal mix cement concrete (1 : 4 : 8)
20
21
22
23
24
25
Neat cement punning 100 m2
100 m2
100 m2
100 m2
100 m2
m3
cement
Single brick flat soling Brick 3228 nos.
5380 nos.
800 nos.
400 nos.
0.90 m3
Brick on edge flooring Brick
75 mm wide brick on end edging
75 mm wide brick on edge edging
Boulder for pitching apron & sausage work
Brick
Brick
Boulder
TABLE 3.1 – 2: QUANTITIES OF MATERIALS REQUIRED FOR DESIGN MIX CONCRETE
ITEMS
Concrete
grade
Coarse aggregates Remarks
M-15 0.9 m3/m3 of concrete
M-20
M-25
M-30
M-35
M-40
M-45
M-50
M-55
0.9 m3/m3 of concrete
0.9 m3/m3 of concrete
0.9 m3/m3 of concrete
0.9 m3/m3 of concrete
0.9 m3/m3 of concrete
0.9 m3/m3 of concrete
0.9 m3/m3 of concrete
0.9 m3/m3 of concrete
1. The quantities given in the table are only for
estimating purpose. The actual quantities,
however, shall be ascertained by proper Mix
Design.
2. The coarse aggregates may be assumed to be a
mixture of 22.4 mm & 11.2 mm chips in a
proportion of 60: 40 by volume.
168

3. P.W.(Roads) Directorate
Schedule of Rates : 2008-2009
Section : 3
Consumption of Materials
3.2 Consumption of materials for Bituminous Works items
General Notes :
1. Consumption of different materials of construction in the corresponding contract items of works
shall be computed on the basis of the quantities shown in the following sections, subject to a
variation of plus / minus five percent except for Bitumen/CRMB/Emulsion. The variation in
consumption of Bitumen/CRMB/Emulsion may be allowed upto plus/minus one percent.
Where, however, the circumstances of work so required, the Engineer-in-charge shall have the
authority to allow (with recorded reasons) for a greater variation.
2. For open graded mixes, having no specific job mix formula, the quantities as shown in the
following tables shall be applicable. In case of any design mix, the consumption shall be guided
by the specific approved job mix formula and relevant provisions of “SPECIFICATIONS FOR
th
ROAD AND BRIDGE WORKS” published by MoRTH (4 Revision). However, for estimating
purposes, the following quantities may be considered for all cases.
Table : 3 – 2 :
Item No. vide
Section 4.7
3(a)
Brief Description Unit Materials Quantity
0.4 kgTack coat over granular
surface.
RS/ MS Type Bituminous
emulsion
- Do-
m2
m2
m2
m2
m2
3(b)
4(a)
4(b)
4(c)
5(a)
Tack coat over Bituminous
surface.
0.3 kg
0.75 kg
1.05 kg
1.35 kg
5.00 kg
Primer coat.
(Low porosity)
-Do-
(Medium porosity)
-Do-
(High porosity)
Bituminous penetration
macadam
SS/ MS Type Bituminous
emulsion
-Do-
-Do-
Bitumen (Packed/Bulk)
Coarse aggregates:
26.5 mm chips (40%)
22.4 mm chips (47%)
11.2 mm chips (13%)
0.06 m3
0.0240 m3
0.0282 m3
0.0078 m3
(50 mm thick)
m2
Key aggregates: 0.015 m3
0.0045 m3
0.0090 m3
0.0012 m3
0.0003 m3
6.80 kg
13.2 mm chips (30%)
11.2 mm chips (60%)
5.6 mm chips / grit (8%)
Stone dust (2%)
5(b) Bituminous penetration
macadam
(75 mm thick)
Bitumen (Packed/Bulk)
Coarse aggregates:
37.5 mm ballast (20%)
26.5 mm chips (65%)
11.2 mm chips (15%)
0.09 m3
0.0180 m3
0.0585 m3
0.0135 m3m2
Key aggregates:
22.4 mm chips (25%)
13.2 mm chips (60%)
0.018 m3
0.0045 m3
0.0108 m3
169

5. Section : 3
Consumption of Materials
P.W. (Roads) Directorate
Schedule of Rates : 2008-2009
Item No. vide
Section 4.7
Brief Description Unit Materials Quantity
5.6 mm chips / grit (13%)
Stone dust (2%)
Bitumen (Packed/Bulk)
0.0023 m3
0.0004 m3
3.00 kg6 Built-up Spray Grout
(75 mm thick)
Coarse aggregates:
26.5 mm chips (30%)
22.4 mm chips (60%)
13.2 mm chips (10%)
0.10m3
0.0300 m3
0.0600 m3
0.0100 m3
m2
Key aggregates: 0.013 m3
0.0052 m3
0.0075 m3
0.0003 m3
66.00 kg
13.2 mm chips (40%)
11.2 mm chips (58%)
5.6 mm chips / grit (2%)
Bitumen (Packed/Bulk)7(A) Bituminous Macadam
(HMP) for Profile
Corrective course Aggregates 1.4152 m3
0.3538 m3
0.3538 m3
0.4953 m3
0.2123 m3
2.99 kg
m3
m2
m2
m2
22.4 mm chips (25%)
11.2 mm chips (25%)
5.6 mm chips (35%)
Stone Dust (15%)
Bitumen (Packed/Bulk)7(B) (a)
7(B) (b)
7(B) (c)
Bituminous Macadam
(HMP) for Base / Binder
Course Aggregates: 0.0567 m3
0.0142 m3
0.0142 m3
0.0198 m3
0.0085 m3
3.74 kg
(40 mm Thick) 22.4 mm chips (25%)
11.2 mm chips (25%)
5.6 mm chips (35%)
Stone Dust (15%)
Bitumen (Packed/Bulk)Bituminous Macadam
(HMP) for Base / Binder
Course (50 mm Thick) Aggregates: 0.0708 m3
0.0177 m3
0.0177 m3
0.0248 m3
0.0106 m3
5.61 kg
22.4 mm chips (25%)
11.2 mm chips (25%)
5.6 mm chips (35%)
Stone Dust (15%)
Bitumen (Packed/Bulk)Bituminous Macadam
(HMP) for Base / Binder
Course (75 mm Thick) Aggregates 0.1063 m3
0.0266 m3
0.0266 m3
0.0372 m3
0.0159 m3
22.4 mm chips (25%)
11.2 mm chips (25%)
5.6 mm chips (35%)
Stone Dust (15%)
8(A) Bituminous Macadam
(Mobile HMP) for Profile
Correcting Course.
Refer materials & quantity columns for item
m2
no. 7(A)
8(B)(a) Bituminous Macadam
(Mobile HMP) for Base /
Binder Course (40 mm
Thick)
Refer materials & quantity columns for item
no. 7(B )(a)m2
170

6. P.W.(Roads) Directorate
Schedule of Rates : 2008-2009
Section : 3
Consumption of Materials
Item No. vide
Section 4.7
Brief Description Unit Materials Quantity
8(B)(b) Bituminous Macadam
(Mobile HMP) for Base /
Binder Course (50 mm
Thick)
Refer materials & quantity columns for item
no. 7(B)(b)m2
9(a) Dense Bituminous
Macadam
(50 mm Thick)
Bitumen (Packed/Bulk) 5.18 kg
Aggregates: 0.0732m3
0.0144 m3
0.0173 m3
0.0072 m3
0.0144 m3
0.0173 m3
2.20 kg
22.4 mm chips (20%)
13.2 mm chips (24%)
11.2 mm chips (10%)
5.6 mm chips (20%)
Stone Dust (24%)
Filler @ 2%
m2
(Lime stone dust/cement)
Bitumen (Packed/Bulk)9(b) Dense Bituminous
Macadam (75 mm Thick)
7.76 kg
Aggregates: 0.1098 m3
0.022 m3
0.026 m3
0.011 m3
0.022 m3
0.026 m3
3.29 kg
22.4 mm chips (20%)
13.2 mm chips (24%)
11.2 mm chips (10%)
5.6 mm chips (20%)
Stone Dust (24%)
m2
Filler @ 2% (Lime stone
dust / cement)
Bitumen (Packed/Bulk)10 & 11 20 mm thick open graded
Premixed Carpet
1.46 kg
m2
m2
m2
m2
m2
13.2 mm chips
11.2 mm chips
Bituminous Emulsion
(MS Type)
0.0180 m3
0.0090 m3
2.15 kg12 20 mm thick open graded
Premixed Carpet (with
Bitumen Emulsion)
13.2 mm chips
11.2 mm chips
Bitumen (Packed/Bulk)
0.018 m3
0.009 m3
0.896 kg13
14
12 mm thick Premixed
Carpet
11.2 mm chips
5.6 mm chips
0.01 m3
0.006 m3
1.28 kg12 mm thick Premixed
Carpet (with Bitumen
Emulsion)
Bituminous Emulsion
(MS Type)
11.2 mm chips
5.6 mm chips
Bitumen (Packed/Bulk)
0.01 m3
0.006 m3
0.735 kg15
16
6 mm thick Premixed
Carpet
5.6 mm chips
Medium sand
0.008 m3
0.0025 m3
0.98 kgLiquid Seal Coat
(Type A)
Bitumen (Packed/Bulk)
5.6 mm chips
m2
0.009 m3
171

8. Section : 3
Consumption of Materials
P.W. (Roads) Directorate
Schedule of Rates : 2008-2009
Item No. vide
Section 4.7
Brief Description Unit Materials Quantity
1.5 kg17 Liquid Seal Coat
(Type A)
(with Bitumen Emulsion)
Premixed Seal Coat
(Type B)
Bituminous Emulsion
m2
m2
m2
5.6 mm chips 0.009 m3
0.68 kg
0.006 m3
1.05 kg
18
19
Bitumen (Packed/Bulk)
Sand/grit
Bitumen (Packed/Bulk)Premixed Seal Coat
(Type B)
(with Bitumen Emulsion)
Mix Seal Surfacing
(Type-A) – (by HMP)
Sand/grit
Bitumen (Packed/Bulk)
0.006 m3
2.20 kg20(a)
20(b)
m2
Aggregates:
5.6 mm chips
Stone Dust
0.027 m3
0.02 m3
0.007 m3
1.90 kgMix Seal Surfacing
(Type-B) – (by HMP)
Bitumen (Packed/Bulk)
Aggregates:
11.2 mm chips
5.6 mm chips
Stone Dust
0.027 m3
0.0067 m3
0.0162 m3
0.0041 m3
m2
21 Mix Seal Surfacing
(Type-A and Type-B) –
(by Mobile HMP)
Semi-dense Bituminous
Concrete
Refer ‘materials’ & ‘quantity’ columns for
m2
item no. 20(a) & 20(b)
Bitumen (Packed/Bulk)
Aggregates:
22 (a) 2.875 kg
0.0364 m3
0.0036 m3
0.0218 m3
0.0102 m3
1.092 kg
(25 mm Thick)
11.2 mm chips(10%)
m2
5.6 mm chips (60%)
Stone dust (28%)
Filler @ 2% (Lime stone
dust)
22 (b) Semi-dense Bituminous
Concrete
(40 mm Thick)
Bitumen (Packed/Bulk) 4.14 kg
Aggregates:
13.2 mm chips(10%)
m2
0.0586 m3
0.0058 m3
0.0116 m3
0.0234 m3
0.0164 m3
1.75 kg
11.2 mm chips(20%)
5.6 mm chips (40%)
Stone dust (28%) Filler
@ 2% (Lime stone dust)
Bitumen (Packed/Bulk)23(a) Bituminous Concrete
(BC)
(25 mm Thick)
3.53 kg
Aggregates:
22.4 mm chips (5%)
0.0369 m3
0.0018 m3
0.0055 m3
0.0074 m3
0.0129 m3
0.0085 m3
1.11 kg
13.2 mm chips (15%)
m2
11.2 mm chips (20%)
5.6 mm chips (35%)
Stone dust (23%)
Filler @ 2% (Lime stone
dust)
172

9. P.W.(Roads) Directorate
Schedule of Rates : 2008-2009
Section : 3
Consumption of Materials
Item No. vide
Section 4.7
Brief Description Unit Materials Quantity
23 (b) Bituminous Concrete
(BC)
(40 mm Thick)
Bitumen (Packed/Bulk) 5.65 kg
Aggregates: 0.0591 m3
22.4 mm chips (5%)
13.2 mm chips (15%)
11.2 mm chips (20%)
5.6 mm chips (35%)
Stone dust (23%) Filler @
2% (Lime stone dust)
0.003 m3
0.009 m3
0.0118 m3
0.0206 m3
0.0136 m3
1.77 kg
m2
24 Mastic Asphalt
(25 mm thick)
Bitumen (Packed/Bulk)
10/20
[For cold climatic
6.35 kg
0
region(temperature <10 C,
use 30/40 grade bitumen]
Bitumen (Packed/Bulk)
60/70
0.015 kg
m2
Coarse aggregates:
5.6 mm chips (50%)
11.2 mm chips (50%)
Fine aggregates:
0.0078 m3
0.0078 m3
0.011 m3
(Medium Sand/stone
dust/mixture of both)
Lime stone powder
13.2 mm chips
10.30 kg
0.0005 m3
54.00 kg
1.00 m3
25(a)
25(b)
Repairing pot-holes (by
Concrete mixer / Mobile
HMP)
Bitumen (Packed / Bulk)
m3
Coarse aggregates
Repairing pot-holes
(Grouting method)
Bitumen (Packed / Bulk) 70.00 kg
m3
Coarse aggregates
11.2 mm chips / Bajree
(key aggregates)
1.0000 m3
0.100 m3
26 Repairing pot-holes (with
bitumen emulsion)
Bitumen emulsion 70.7 kg
22.4 mm chips / Bajree
m3
0.6000 m3
0.4000 m3
11.2 mm chips / Bajree
27(a)
27(b)
Pre-coating stone
aggregates
Bitumen (Packed / Bulk) 56.0 kg
m3
Stone aggregates
(As specified)
1.0000 m3
Repairing pot holes with
pre-coated stone
materials
Refer materials & quantity
m3
columns for item no. 27(a)
173

11. Section : 3
Consumption of Materials
P.W. (Roads) Directorate
Schedule of Rates : 2008-2009
Item No. vide
Section 4.7
Brief Description Unit
m2
Materials Quantity
1.20 kg28 (a) Surface Dressing (Single
st
coat/1 coat)
Bitumen (Packed / Bulk)
13.2 mm chips / Bajree
Bitumen (Packed / Bulk)
0.015 m3
1.00 kg28 (b) Surface Dressing (Second
coat) m2
11.2 mm chips / Bajree 0.010 m3
0.3 m3
29 Spreading sand over
bituminous surface
Slurry Seal
100 Sand
m2
30 (a) Bituminous emulsion 1.21 kg
(5 mm Thick) m2
m2
Grit
Cement
Bituminous emulsion
0.0064 m3
0.220 kg
0.86 kg30 (b)
30 (c)
31
Slurry Seal
(3 mm Thick)
Sand
Cement
Bituminous emulsion
0.0037 m3
0.132 kg
0.53 kgSlurry Seal
(1.5 mm Thick) m2
m2
Sand
Cement
Bituminous emulsion
0.0018 m3
0.066 kg
0.75 kgFog Spray
(Without blinding)
174