THEORITICAL REQUIREMENT OF MATERIALS BUILDING

EXCAVATION
Sr. Item Unit Rubble in M3 Over size Sand Quarry in
No. metal in M3 in M3 spaul in
M3
1 Providing trap rubble M3 1.00 - - 0.20
soiling 15 to 20cm thick
2 Providing soiling using M3 1.00 0.15 -
80mm over size trap metal

PILE FOUNDATION
Sr. Item Unit Cement Sand in M3
No.
1 M-20 RCC cast in situ bored piles M3 8.00 bags 0.425

PLAIN CEMENT CONCRETE AND REINFORCED CEMENT CONCRETE

Sr. Item Unit Cement Screened Course Aggreagate
No. in bags sand in M3
40mm in M3 20mm 12/10mm
in M3 in M3
1 Plain cement concrete M3 2.60 0.47 0.7 0.24 -
1:5:10
2 Plain cement concrete M3 3.40 0.47 0.7 0.24 -
1:4:8
3 Plain cement concrete M3 4.40 0.47 0.7 0.24 -
1:3:6
4 Plain cement concrete M3 6.40 0.445 0.7 0.22 0.11
1:2:4
5 M-10 grade cement M3 4.40 0.47 0.7 0.24 -
concrete
6 M-15 grade PCC M3 6.00 0.44 0.56 0.22 0.11
7 M-20 grade PCC M3 7.00 0.425 0.56 0.22 0.11
8 M-15 grade cement M3 6.00 0.425 - 0.67 0.22
concrete
9 M-20 grade cement M3 7.00 0.425 - 0.57 0.28
concrete
10 M-25 cement concrete M3 7.50 0.425 - 0.57 0.28
11 M-30 grade cement M3 8.00 0.425 - 0.57 0.28
concrete
12 M-35 grade cement M3 8.25 0.425 - 0.57 0.28
concrete
13 P & F RCC Jali 50mm thick M2 0.06 - - - -

14 P & L 50mm thick cement M2 0.22 0.06 - - -

mortar layer in 1:8
proportion
M-40 grade M3 8.50

225
 BRICK MASONARY

Sr. Item Unit Cement in Screened Bricks M.S. bars

No. bags sand in M3 in Nos in Kg.

1 First class brick masonary in CM 1:6 in M3 1.24 0.25 475 -

plinth of inner wall / external wall.
2 Second class brick work in CM 1:6 in M3 1.58 0.32 475 -
foundation and plinth of inner wall /
external wall.
3 Second class brick work in CM 1:4 with M3 1.42 0.254 475 -
pointing in CM 1:3 to exposed faces.
4 First class brick work in CM 1:6 in M3 1.24 0.25 475 -
Supersturcture
5 Second class brick work in CM 1:6 in M3 1.58 0.32 475 -
superstructure
6 Second class brick work in CM 1:8 in M3 1.12 0.32 475 -
superstructure
7 Second class brick work in CM 1:6 as M3 1.58 0.32 475 -
backing in composite masonary
8 Second class half brick masonary in CM M2 0.255 0.034 57 1.76
1:4 with 6mm diameter M.S. Bars

9 Second class brick masonary in CM 1:3 for M2 0.21 0.021 38 1.32

edge masonary with 6mm dia meter M.S.
Bars
10 First class brick masonary in CM 1:4 for M3 2.60 0.25 475 -
pillars rectangular in shape
11 First class brick masonary in CM 1:4 for M3 2.60 0.25 616 -
pillars curved in shape
12 Second class brick masonary in CM 1:4 for M3 2.60 0.25 475 -
pillars rectangular in shape
13 Second class brick masonary in CM 1:4 for M3 2.60 0.25 616 -
pillars curved in shape
14 Second class brick masonary coping in M3 1.24 0.25 475 -
CM 1:6
15 Fire brick masonary in fire clay 1:5 M3 - - 480 Fire clay
proportion in Mortar
in M3
0.10

226
 Stone masonary
Sr. Item Unit Cement in Screened Trap Corner/
No. bags sand in M3 Rubbl Quins
e in inNos
M3
1 UCR masonary in CM 1:6 in foundations M3 1.70 0.35 1.16 2
and plinth of inner walls/external walls
2 UCR masonary in CM 1:3 in basement M3 2.05 0.35 1.16 2
3 UCR masonary in CM 1:6 in Super M3 1.70 0.35 1.16 2
structure
4 Random rubble masonary in CM 1:6 in M3 1.70 0.35 1.16 2
foundation
5 Random rubble masonary in CM 1:6 in M3 1.70 0.35 1.16 2
Superstructure
6 Random rubble masonary 1st sort in CM M3 1.70 0.35 1.16 2
1:6 in external walls of plinth

7 Random rubble masonary 1st sort in CM M3 0.70 0.35 1.16 2

1:6 in Supersturcture
8 CR masonary 3rd sort in CM 1:6 in Plinth M2 1.70 0.35 1.16 2

9 CR masonary 3rd sort in CM 1:6 in M2 1.70 0.35 1.16 2

Supersturcture

Sr. Item Unit Cement Screened Trap Corne Trap Khandki

No. in bags sand in M3 Rubble in r/ Header in in Nos
M3 Quins Nos
inNos
10 CR masonary 2nd sort in M3 1.70 0.35 0.35 2 7 50
CM 1:6 in plinth
11 CR masonary 2nd sort in M3 1.70 0.35 0.35 2 7 50
CM 1:6 in Supersturcture
12 CR masonary 1st sort in M3 1.50 0.30 0.35 2 7 50
CM 1:6 in plinth
13 CR masonary 1st sort in M3 1.50 0.30 0.35 2 7 50
CM 1:6 in Supersturcture

14 CR masonary 2nd sort M3 1.70 0.35 0.35 2 7 50

using all stones of full
height in each coarse in
CM 1:6 in Plinth
15 CR masonary 2nd sort M3 1.70 0.35 0.35 2 7 50
using all stones of full
height in each coarse in
CM 1:6 in Superstructure

Sr. Item Unit Cement in Screened sand in Laterite stone 45 x

No. bags M3 30 x 20 cm in Nos
16 Laterite masonary in CM 1:6 in foundations M3 1.02 0.21 45

17 Laterite masonary in CM 1:6 in M3 1.02 0.21 45

Supersturcture

227
 WATER PROOFING TREATEMENT
Sr. Item Unit Cement Screened Course Aggreagate
No. in bags sand in M3
20mm in M3 12/10mm in M3

1 50mm thick damp proof M2 0.32 0.022 0.033 0.04

coarse in CC 1:2:4
2 20mm thick integral M2 0.18 0.020 -
finishing in CM 1:3
Brick
Bat
3 W.P. to terrace 112mm M3 0.55 0.07 0.080 -
thick
4 W.P. of BB coba to water M3 4.00 0.23 1.00 -
closet
5 20mm thick water proof M2 0.22 0.024 - -
plaster in 1:3 for dado
6 25mm thick water proof M2 0.27 0.028 - -
bedding in CM 1:3

PLASTERING & POINTING

Sr. Item Unit Cement in Screened Fine aggregate
No. bags sand in M3 in M3

1 6mm plaster in CM 1:4 M2 0.054 0.0076 -

2 6mm plaster in CM 1:3 M2 0.07 0.0076 -
3 12mm plaster in single coat in CM 1:5 M2 0.090 0.015 -
4 12mm plaster in single coat in CM 1:4 M2 0.11 0.015 -
5 12mm plaster in single coat in CM 1:3 M2 0.14 0.015 -
6 20mm cement plaster in CM 1:3 in single M2 0.228 0.024 -
coat
7 20mm cement plaster in CM 1:5 in two M2 0.14 0.025 -
coat
8 20mm cement plaster in CM 1:4 in two M2 0.17 0.025 -
coat
9 25mm thick plaster in CM 1:4 in two coat M2 0.217 0.031 -

10 Sand faced plaster in CM 1:4 in two coats M2 0.25 0.033 -

11 Rough cast plaster in two coats in CM 1:4 M2 0.25 0.021 0.012

12 Rough cast plaster in two coats in CM 1:4 M2 0.250 0.021 0.012

with colour pigment
13 Exterior stone crete facing in CM 1:3 M2 0.300 0.015 0.015

14 Flush grooved pointing CM 1:3 to brick M2 0.030 0.003 -

masonary
15 Flush grooved pointing in CM 1:3 to stone M2 0.025 0.003 -
masonary
16 Tuck pointing in CM 1:3 to stone masonary M2 0.050 0.005 -

228
Sr. Item Unit Cement in Screened Fine aggregate
No. bags sand in M3 in M3

17 Weathered pointing in CM 1:3 to stone M2 0.040 0.004 -

masonary
18 Vee pointing in CM 1:3 to stone masonary M2 0.030 0.003 -

19 Flush pointing in CM 1:3 to stone M2 0.025 0.003 -

masonary

PAVING AND FLOORING

Sr. Item Unit Cement in bags Screened Sand in
No. M3
1 Rough shahabad flooring 25 to 30mm thick on bed of M2 0.135 0.022
1:6 CM with CP 1:3
2 Rough shahabad flooring 40 to 50mm thick on bed of M2 0.14 0.022
1:6 CM with CP 1:3
3 Rough shahabad flooring 50 to 60mm thick on bed of M2 0.15 0.022
1:6 CM with CP 1:3
4 Rough shahabad flooring 12 to 20mm thick on bed of M2 0.135 0.022
1:6 CM with CP 1:3
5 Polished shahabad/tandur/kotah stone flooring 25 to M2 0.135 0.022
30mm thick on bed of 1:6 CM
6 Polished shahabad/tandur/kotah stone flooring 25 to M2 0.135 0.022
30mm thick on bed of 1:6 CM with kadappa border

7 Polished shahabad/tandur/kotah stone flooring 25 to M2 0.185 0.022

30mm thick for dado on 1:4 cement mortar plaster

Sr. Item Unit Cement in Screened sand in Metal

No. bags M3
20mm in 12/10mm
M3 in M3
8 IPS flooring in 1:2:3 proportion 40mm thick M2 0.334 0.020 0.023 0.007

9 IPS flooring in 1:2:3 proportion 50mm thick M2 0.406 0.025 0.028 0.010

10 IPS flooring in 1:2:4 proportion 40mm thick M2 0.300 0.018 0.027 0.080

11 IPS flooring in 1:2:4 proportion 50mm thick M2 0.365 0.022 0.033 0.011

Sr. Item Unit Cement in bags Screened Sand in

No. M3
12 Plain cement tile 25 x 25 cm flooring on bed of 1:6 M2 0.135 0.02
cement mortar
13 Plain cement tiles for dado and skirting on 1:4 cement M2 0.185 0.02
mortar plaster
14 Plain coloured cement tiles for flooring on bed of 1:6 M2 0.135 0.02
CM

229
Sr. Item Unit Cement in bags Screened Sand in
No. M3
15 Plain coloured cement tiles for dado on plaster of 1:4 M2 0.185 0.02
cement mortar
16 White glazed tiles 150 x 150 mm for flooring on 1:4 M2 0.20 0.02
CM
17 White glazed tiles 150 x 150 mm for dado on 1:4 M2 0.20 0.02
cement mortar plaster
18 Coloured glazed tiles 150 x 150 mm for flooring on M2 0.20 0.02
bed of 1:4 CM
19 Coloured glazed tiles of 150 x 150 mm for dado on 1:4 M2 0.20 0.02
cement mortar plaster
20 Gray / White cement based marble mosaic tiles for M2 0.135 0.02
dado and skirting on 1:4 cement plaster
21 Gray / White cement base marble mosaic tiles for M2 0.185 0.02
dado and skirting on 1:4 cement plaster bed

22 P & L Machine cut marble slab 60 x 45 cm flooring on M2 0.135 0.022

1:6 cement mortar bed
23 P & L Machine cut marble slab dado and skirting on M2 0.185 0.02
1:4 cement mortar plaster

Sr. Item Unit Cement in Screened Crushed metal

No. bags sand in M3 12/10mm in M3

24 P & L in situ cement marble mosaic 10mm M2 0.20 0.0136 0.0272

thick for flooring

Sr. Item Unit Cement in bags Screened Sand in

No. M3
25 Providing and laying in situ cement mosaic dado and M2 0.20 0.02
skirting 6mm thick on plaster in CM 1:3
26 P & L flooring of Tukda mosaic/china mosaic (broken M2 0.30 0.024
mosaic tile pieces) on bed of 1:4 cement mortar

27 P & L polished shahabad/ tandur kotah stone slab for M2 0.185 0.02
treads and risers on bed of 1:4 CM
28 Polished shahabad stone 40 to 50 mm for treads and M2 0.185 0.02
risers in CM 1:4
29 Plain cement tiles/plain coloured cement tiles for M2 0.185 0.02
treads and risers on bed of 1:4 CM
30 Marble mosaic tiles for treads and risers on bed of 1:4 M2 0.185 0.02
cement mortar
31 Marble slabs 20mm thick for treads and risers M2 0.185 0.02
32 Rough shahabad stone 40 to 50 mm for sills on bed of M2 0.185 0.02
1:4 CM
33 Polished shahabad tandur/kotah/kadappa stone 40 to M2 0.185 0.02
50 mm thick sill on bed of 1:4 CM

230
Sr. Item Unit Cement in bags Screened Sand in
No. M3
34 Providing sills of precast marble mosaic tiles on bed of M2 0.185 0.02
1:4 CM

35 White marble slabs dado and skirting M2 0.185 0.02

36 35mm thick precast polished chequered tiles / M2 0.16 0.02

coloured cement tiles and treads and plain cement
tiles for risers

37 Polished chequered marble mosaic tiles 20 x 32 cm M2 0.16 0.02

size for flooring / treads
38 Marble/Kadappa/tandur stone partition for urinals M2 0.05 0.005

39 White glazed tiles / colour glazed tiles of 200 x 100mm M2 0.22 0.02
for flooring on 1: 4 CM

40 White glazed / colour glazed tiles of 200 x 100mm for M2 0.21 0.02
dado and skirting

41 25mm thick polished kadappa sills on bed of M2 0.04 0.02

1:4 CM
42 30 x 30 cm ceramic tile flooring on bed of 1:4 CM M2 0.20 0.017

Bd - W. Miscellaneous
Sr. Item Unit Cement in Screen Crushed metal
No. bags ed 12/10mm in M3
sand
in M3
1 Guiniting by dry mix process in 1:3 1/2 CM for ceiling
(A) and soffit
a) 20mm thick M2 0.23 0.028 -
b) 25mm thick M2 0.29 0.035 -
c) 40mm thick M2 0.46 0.056 -
d) 50mm thick M2 0.576 0.070 -

(B) Guiniting by dry mix process in 1:3 1/2 CM for beams

a) 20mm thick M2 0.237 0.028 -

b) 25mm thick M2 0.296 0.036 -
c) 40mm thick M2 0.472 0.057 -
d) 50mm thick M2 0.600 0.072 -

(C) Guiniting by dry mix process in 1:3 1/2 CM for columns

a) 20mm thick M2 - - -
b) 25mm thick M2 0.256 0.034 -
c) 40mm thick M2 0.444 0.054 -
d) 50mm thick M2 0.550 0.067 -

231
.(1) Vertical surfaces other than columns in 1:3 1
CM
a) 20mm thick M2 0.206 0.025 -
b) 25mm thick M2 0.257 0.031 -
c) 40mm thick M2 0.411 0.050 -
d) 50mm thick M2 0.514 0.062 -
2 P & E 1.50m high wire fencing wire fencing with 7 M 0.132 0.018 0.036
rows of bar bed wire fencing with MS angles at 2.50 M
c/c in cc 1:4:8 blocks of 45 x 45 x 45cm

3 P & E 1.50m high wire fencing wire fencing with 7 M 0.132 0.018 0.036
rows of bar bed wire fencing with wooden round
bullies
4 P & E chain line fencing with CC 1:4:8 blocks of 45 x M 0.310 0.042 0.085
45 x 45cm at 1.75m c/c

Bd - V. Water supply & Sanitary

Sr. Item Unit Cement in Sand Bricks in Metal in
No. bags in M3 Numbers M3

1 Water meter chamber in brick masonary with cement No. 0.52 0.103 134 0.025
plaster 15mm dia to 100mm dia
2 45cm wide steel ladder with CC 1:2:4 block of 60 x 30 No. 0.35 0.024 - 0.048
x 30 cm
3 Indian type W.C. pan No. 0.20 0.02 - -
4 Orissa type W.C. pan No. 0.25 0.018 - -
5 European typeW.C. pan No. 0.25 0.035 - -
6 Renewing Indian type W.C. pan No. 0.25 0.035 - -
7 Full stall type urinal No. 0.10 0.01 - -
8 Lipped flat back type urinal No. 0.10 0.01 - -
9 Half round white glazed No. 0.15 0.02 - 0.02
10 Half round salt glazed stone ware pipe in brick M 0.10 0.02 31 -
masonary
11 White glazed earthenware wash hand basin No. 0.10 0.01 - -

12 White glazed earthenware sink No. 0.10 0.01 - -

13 Nahani trap 8 cm or 10cm dia No. 0.10 0.01 - -

14 Gully trap 15 x 10 cm with brick chamber No. 0.55 0.08 52 0.05
15 Brick masanory inspection chamber 60 x 45 cm and No. 2.33 0.35 350 0.194
60cm depth with cement plaster
16 Brick masanory inspection chamber 90 x 45 cm and No. 3.53 0.54 527 0.3
60cm depth with cement plaster
17 Intercepting trap chamber 90 x 45 cm with brick No. 3.90 0.57 450 0.45
masonary with cement plaster
18 Circular manhole 45cm diameter at top and 90cm at No. 6.70 - - -
bottom and 1.80 to 2.70m depth with cement plaster

232
Sr. Item Unit Cement in bags
No.
19 Cast iron rain water pipe 75/100/150mm dia M 0.003
20 Asbestos cement rain water pipe 100/150mm dia M 0.005
21 Cast iron soil/waste water/vent pipe of 80/100/150mm dia M 0.007
22 Asbestos cement soil/waste water/vent pipe of 75/100/150 mm dia M 0.007

23 Salt glazed stoneware pipe 100mm dia M 0.035

24 Salt glazed stoneware pipe 150mm dia M 0.045
25 Salt glazed stoneware pipe 225mm dia M 0.080

233
 THEORITICAL REQUIREMENT OF MATERIALS OF BLACK TOP ROAD ITEMS
(AS PER STANDARD SPECIFICATIONS)
Sr. Item Unit Asphalt in Kg Coarse Aggregate
No
40mm in 25mm 20mm 12mm 10mm 6mm
m3 in m3 in m3 in m3 in m3 in m3

1 Providing 50mm thick full 100 M2 Dose 500.00 6.00 - - 1.50 1.20 -
grout with seal coat Seal coat 125.00
Total 625.00
2 Providing 50mm thick 100 M2 Dose 275.00 6.00 - - 1.50 1.20 -
semi frout with seal coat Seal coat 125.00
Total 400.00
3 Providing 40mm thick 100 M2 304 - 2.45 - 2.73 - 0.60
premix carpet
4 Providing 25mm thick 100 M2 205 - - 1.85 - 1.20 0.60
premix carpet
5 Providing 20mm thick 100 M2 156 - - - 1.83 0.90 0.15
premix carpet
6 Single coat surface 100 M2 200 - - - 1.50 - -
dressing on WBM surface

7 Single coat surface 100 M2 125 - - - 1.05 - -

dressing on BT surface
8 Two coat surface 100 M2 Dose 225.00 - - - 1.80 1.00 -
dressing Seal coat 125.00
Total 350.00
9 Bituminious liquid seal 100 M2 100 - - - - - 0.90
coat
10 50mm thick special grout 100 M2 Tack coat 73.50 - - - 1.80 0.90 -
bituminious surface Dose 40.00
including tack coat and Seal coat 97.50
seal coat Total 611.00
11 Tack coat on WBM 100 M2 100 - - - - - -
surface
12 Tack coat on BT surface 100 M2 50 - - - - - -

13 Emulsion tack coat on 100 M2 35 - - - - - -

WBM surface
14 Emulsion tack coat on BT 100 M2 25 - - - - - -
surface
15 25mm thick hot mix hot 100 M2 209 - - 1.85 - 1.20 0.60
laid carpet
16 20mm thick hot mix laid 100 M2 159 - - 1.83 - 0.90 0.15
carpet
HB Metal
40mm in
M3
17 75mm thick bituminious 100 M2 250 9.00 - - 1.80 - -
bound macadam surface

18 Granular sub-base M3
19 Shoulder drain M

234
 THEORITICAL MATERIAL REQUIREMENT
AS PER STANDARD SPECIFICATIONS
(REQUIREMENT OF MATERIALS SHALL BE AS PER ACTUAL JOB MIX
BRIDGE AND C.D. WORKS
Sr. Item Unit Cemen Screene Course Aggreagate
No. t in d sand
40mm 20mm in 12/10
bags in M 3

in M3 M mm in 3

1 Plain cement concrete 1:5:10 3 2.60 0.47 0.94 - -

M

2 Plain cement concrete 1:4:8 M3 3.40 0.47 0.94 - -

3 Plain cement concrete 1:3:6 3 4.40 0.47 0.70 0.24 -
M
4 Plain cement concrete 1:2:4 3 6.40 0.445 - 0.67 0.22
M
5 M-10 grade concrete 3 4.40 0.47 0.70 0.24 -
M
6 M-15 grade concrete 3 6.00 0.445 - 0.67 0.22
M
7 M-20 grade concrete 3 7.00 0.445 - 0.67 0.22
M
8 M-25 grade concrete 3 7.50 0.445 - 0.67 0.22
M
9 M-30 grade concrete 3 8.00 0.425 - 0.57 0.28
M
10 M-35 grade concrete 3 8.25 0.47 - 0.57 0.28
M
11 Cast in situ abutment and piers 3 4.40 0.47 0.70 0.57 -
M
in M-10
12 Cast in situ abutment and piers M3 6.00 0.47 0.70 0.24 -
in M-15
13 Cast in situ abutment and piers 3 7.00 0.47 0.70 0.24 -
M
in M-20
14 Cast in situ abutment and piers M3 3.90 0.40 0.55 0.24 0.15
in M-10 with 15% plum
15 Cast in situ abutment and piers M3 5.80 0.40 0.55 0.24 0.15
in M-15 with 15% plum

Sr. Item Unit Cemen Screene Trap Corner/ Trap Khand

No. t in d sand Rubbl Quins Heade ki in
bags in M3 e in inNos r in Nos
M3 Nos
16 CR masonary in CM 1:5 for 3 2.90 0.28 12 - 0.17 110
M
parapet with Khandki facing
and pointing in CM 1:3
17 Rubble filling behind the 3 - - - - 1.00 -
M
abutment
18 Trap rubble filling in foundation M3 - - - - 1.00 Gravel in
M3
0.33
19 Providing Khandki paving of 3 1.21 0.15
M 40mm Khandki
23cm thick in 1:3 cement
crushe in Nos
mortar over 15cm bed of CC
1:4:8 and poiting in CM 1:3 d metal 5
in m 3

0.141

235
RCC PIPES
Sr. Item Unit Cement Sand in Weight of pipe in kg./m.
No. in bags M3
NP-2 pipes NP-3 pipes

1 P & L cc pipes of NP-2

class/ IRC pipes of NP-3
class
i) 80mm ‡ M - - 20 -

ii) 100mm ‡ M - - 24 -

iii) 150mm ‡ M - - 33 -

iv) 250mm ‡ M - - 52 -

v) 300mm ‡ M - - 75 -

vi) 350mm ‡ M - - 92 240

vii) 400mm ‡ M - - 104 269

viii) 450mm ‡ M 0.12 0.009 128 297

ix) 500mm ‡ M - - 141 325

x) 600mm ‡ M 0.16 0.011 193 410

xi) 700mm ‡ M - - 223 470

xii) 800mm ‡ M 0.188 0.012 287 604

xiii) 900mm ‡ M 0.22 0.0154 358 754

xiv) 1000mm ‡ M 0.25 0.017 438 829

xv) 1100mm ‡ M - - 525 1054

xvi) 1200mm‡ M 0.26 0.018 620 1140

236
 THEORITICAL MATERIAL REQUIREMENT
M.O.S.T. 1995 EDITION AND DATA BOOK
(Grading Mateial shall be as per actual job mix formula wherever applicable)

1) Primer coat over Granular base (Table : 500.1 Page 145)

Cut back MC-70 or any other
bitumen mixed with Diesel
i) Low porosity surface such as wet mix 2
6 to 9 kg/10 m
macadam and waterbound macadam

ii) Medium porosity surface such as cement 12 to 15 kg/10 m2

stabilised soil base
iii) High porosity surface such as grave 12 to 15 kg/10 m2
base

2) Bituminous tack coat (Table : 500.2 Page 149)

i) Normal bituminious surfaces 2
2.00 to 2.50 kg/10 m
ii) Dry and hungry bituminious surfaces 2.50 to 3.00 kg/10 m2
iii) Granular surfaces treated with primer 2
2.50 to 3.00 kg/10 m
iv) Non bituminous surfaces
a) Granular base (Not primed) 3.50 to 4.00 kg/10 m2
b) Cement concrete pavement 3.00 to 3.50 kg/10 m2

3A) Bituminous macadam with 4% bitumen by weight

of total mix (Data book) (Density 2.20) Clause no. 504
(Excluding primer / tack coat)
A) Bitumen 88 Kg/M3
B) Coarse aggregate 11.20 to 3
0.835 M
C) Chipping 2.80 to 11.20mm 0.209 M3
D) Fine aggregate Below 2.80mm 0.366 M3
Total 1.380 M3

3B) Bituminous macadam with 3.50% bitumen by weight

A) Bitumen 3
77 Kg/M
B) Coarse aggregate 11.20 to 3
0.835 M
26.40mm
C) Chipping 2.80 to 11.20mm 0.209 M3
D) Fine aggregate Below 2.80mm 0.366 M3
Total 1.380 M3
3C) Bituminous macadam with 3% bitumen by weight
of total mix
(E l di
A) Bitumen i /t k t) 3
66 Kg/M
B) Coarse aggregate 11.20 to 0.835 M3
26.40mm
C) Chipping 2.80 to 11.20mm 0.209 M3
D) Fine aggregate Below 2.80mm 0.366 M3
Total 1.380 M3

237
 4) Bituminous Penetration macadam (Table 500.06 Page 158)
Compacted Bitumen Coarse Key
Thickness Aggregate Aggregate
50mm 50Kg/10M2 0.60 M3 0.15 M3
2 3
75mm 68Kg/10M 0.18 M

5) Built up Spray Grout (Excluding Primer/ Tack coat)clause no. 506

A) Bitumen 3
30 Kg/M
B) Coarse aggregate 11.20 to 3
0.90 M
26.40mm
C) Chipping 2.80 to 11.20mm 0.10 M3
D) Fine aggregate Below 2.80mm 0.13 M3
3
Total 1.13 M

6) Dense Bituminious Macadam (Density 2.30) 40mm compacted thickness

with bitumen at 5% of total mix (Excluding primer coat/tack coat) Clause no. 507
i. Bitumen 120.00 Kg
ii. 20mm 0.61 M3
iii. 10mm 0.459 M3 3
1.528 M
iv. 5.60mm and below 0.459 M3
v. Cement filler 3
0.046 M

7 A) Surface dressing (Table 500.13 page 170)

Bitumen Stone chipping
13.20mm
i) Single coat surface dressing or 1st coat 18.00 Kg/10M2 0.15 Kg/10M2
of two coat surface dressing

11.20mm
2
ii) Second coat of two coat surface 10.00 Kg/10M 0.10 M3/10M2
dressing (or as a renewal coat)

7 B) Surface dressing using Bitumen Emulsion (Table 500.14 page 173)

13.20mm
i) Single coat surface dressing or 1st coat 12 to 14 Kg/10M2 0.10 to 0.12 M3/10M2
of two coat surface dressing

6.70mm
ii) Second coat of two coat surface 16 to 18 Kg/10M2 0.06 to 0.08 M3/10M2
dressing (or as a renewal coat)

8) Open graded premix carpet 20mm thick (Table 500.16 Page 178) Clause no. 509
i) 13.20mm stone chipping 0.18 M3/10M2 Total chippings
ii) 3 2 3 2
Bitumen binder (at 52 Kg/M ) 9.50 Kg/10M 0.27 M /10M
iii) 11.20mm stone chipping 3 2 Total binder
0.09 M /10M
3 2
iv) Bitumen binder (at 569 Kg/M ) 5.10 Kg/10M 14.60 Kg/10M2

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 9) Binder in terms of straight Run Bitumen (Table 500.18 Page 181)
A) For tack coat
i) Normal bituminious surfaces 2.00 to 2.50 kg/10 m2
ii) Dry and hungry bituminious surfaces 2.50 to 3.00 kg/10 m2
iii) Granular surfaces treated with primer 2
2.50 to 3.00 kg/10 m
iv) Non bituminous surfaces
a) Granular base (Not primed) 3.50 to 4.00 kg/10 m2
b) Cement concrete pavement 2.50 to 4.00 kg/10 m2

B) For Premix carpet 20 milimetre thick 20 to 23 kg/10 m2

C) For seal coat

a) for liquid seal coat 12 to 14 kg/10 m2

b) for premix seal coat 10 to 12 kg/10 m2

Note:-
i) For binder - Medium setting emulsion
ii) For seal coat - Medium setting emulsion
Preferably rapid setting emulsion

iii) Premix seal coat - Slow setting emulsion

10) Mix seal surfacing (Excluding tack coat) Data book clauseno. 510

Bitumen 13.20mm 11.20mm 5.60mm 5.60mm Crushed

& below Sand
Type - A 22.00 - 0.10 0.12 - 0.05
2
Kg/10M M3/10M3 M3/10M2 M3/10M2

Type - B 19.00 0.04 0.14 - 0.09

Kg/10M2 M /10M3
3
M /10M2
3
M /10M2
3

11) Bituminous Concrete (Excluding primer /tack coat with cement filler)
Density 2.40 Data Book bitumen content at 6.50 %

i) Coarse aggregate (64%) 1.006M3 Total

ii) Fine aggregate (36%) 0.566M3 1.572M3
iii) Cement 3% 0.072MT/M3
iv) Bitumen at 6.50% 156 Kg/M3

12) Seal coat (Data Book)

i) Stone chipping 6.70mm 3 2
0.09 M /10M
ii) Bitumen 2
9.80 Kg/10M

239
13) P & L semidense bituminous concrete with 5.50% Bitumen Clause No. 511
(Excluding primer/tack coat)

.1. Crushed stone

i) 13.20mm 0.40 M3/M3
ii) 11.20mm 3 3 Total
0.64 M /M
iii) 5.60mm and below 0.44 M /M3
3
1.48 M3
.2. Bitumen 124 Kg/M3

14`) Providing and applying premixed seal coat type ''B'' Clause no. 513

i) Sand or grit passing 2.36mm and 0.060 M3/10M2

retained on 180 micron
ii) Bitumen 6.80 Kg/10M2

240
 THEORITICAL MATERIAL REQUIREMENT
M.O.S.T. 1995 EDITION AND DATA BOOK
(REQUIREMENT OF MATERIALS SHALL BE AS PER ACTUAL JOB MIX FORMULA
BRIDGES AND CULVERTS
Sr. Item Unit Cement Coarse Course Aggreagate
No. of in MT Sand in
Data M3 40mm 20mm 10mm
3 3 3
book in M in M in M
2.3 (i) PCC / RCC in open
foundation
a) PCC M-25 grade 3 0.40 0.365 0.382 0.304 0.294
M
b) PCC M-30 grade 3 0.42 0.365 0.382 0.299 0.304
M
c) RCC M-35 grade 3 0.475 0.40 - 0.57 0.28
M
d) RCC M-40 grade 3 0.50 0.40 - 0.57 0.28
M

2.3 (ii) a) PCC M-15 3 0.33 0.45 0.52 0.22 0.11

M

b) i) PCC M-20 3 0.38 0.45 0.57 0.22 0.11

M
c) ii) RCC M-20 3 0.40 0.425 - 0.57 0.28
M
c) RCC M-25 3 0.41 0.45 - 0.63 0.27
M

2.5 (i) a) PCC/RCC Well Curb

i) RCC M-35 grade M3 0.475 0.40 - 0.57 0.28
ii) RCC M-40 grade 3 0.50 0.40 - 0.57 0.28
M
b) Well Steining
i) PCC M-25 grade M3 0.40 0.365 0.382 0.304 0.294
ii) PCC M-30 grade 3 0.42 0.365 0.382 0.304 0.299
M
iii) RCC M-35 grade 3 0.475 0.40 - 0.57 0.28
M
iv) RCC M-40 grade 3 0.50 0.40 - 0.57 0.28
M
c) Bottom Plug M-25 3 0.44 0.365 0.382 0.304 0.299
M
(including
10%
extra)
d) Top & Intermidiate plug in M3 0.40 0.365 0.382 0.304 0.294
. PCC M-25
e) Well cap in RCC M-35 3 0.46 0.365 0.382 0.304 0.299
M

2.5 (ii) a) Well curb

i) RCC M-20 M3 0.40 0.425 - 0.57 0.28

ii) RCC M-25 3 0.41 0.45 - 0.63 0.27
M

241
 Sr. Item Unit Cement Coarse Course Aggreagate
No. of in MT Sand in
Data M
3 40mm 20mm 10mm
3 3 3
book in M in M in M
b) Well Steining
b) i) PCC M-15 M3 0.33 0.45 0.52 0.22 0.11
c) ii) a) PCC M-20 3 0.38 0.45 0.57 0.22 0.11
M
c) iii) b) RCC M-20 3 0.40 0.425 - 0.57 0.28
M
b) iii) RCC M-25 3 0.41 0.45 - 0.63 0.27
M

c) Bottom Plug
PCC M-20 gfrade 3 0.418 0.45 0.57 0.22 0.11
M
(including
10%
extra)

d) Top & Intermediate plug

PCC M-15 3 0.33 0.45 0.52 0.22 0.11

M

e) Well cap
i) RCC M-20 grade M3 0.38 0.45 0.57 0.22 0.11
ii) RCC M-25 grade 3 0.40 0.365 0.382 0.304 0.299
M
iii) RCC M-30 grade 3 0.42 0.365 0.382 0.304 0.299
M

3.3 a) PCC/RCC for sub

structure
i) PCC M-25 grade M3 0.40 0.365 0.382 0.304 0.299
ii) PCC M-30 grade 3 0.42 0.365 0.382 0.299 0.304
M
iii) RCC M-35 grade 3 0.46 0.365 0.382 0.304 0.299
M
iv) RCC M-40 grade 3 0.50 0.40 - 0.57 0.28
M

b) PCC/RCC for sub

i) PCC M-15 grade M3 0.33 0.45 0.52 0.22 0.11
ii) PCC M-20 grade 3 0.38 0.45 0.57 0.22 0.11
M
iii) RCC M-20 grade 3 0.40 0.425 - 0.57 0.28
M
iv) RCC M-30 grade 3 0.41 0.45 - 0.63 0.27
M
v) RCC M-30 grade 3 0.45 0.43 - 0.58 0.28
M

4.1 i) RCC Superstructure

a) RCC M-35 grade M3 0.475 0.40 - 0.57 0.28
b) RCC M-40 grade 3 0.50 0.40 - 0.57 0.28
M

242
 Sr. Item Unit Cement Coarse Course Aggreagate
No. of in MT Sand in
Data M
3 40mm 20mm 10mm
3 3 3
book in M in M in M
ii) a) RCC M-25 grade 3 0.41 0.45 - 0.63 0.27
M
b) RCC M-30 grade 3 0.45 0.43 - 0.58 0.28
M

4.2 Prestressed concrete

a) M-35 grade M3 0.475 0.40 - 0.57 0.28
b) M-40 grade 3 0.50 0.40 - 0.57 0.28
M
c) M-45 grade 3 0.52 0.40 - 0.57 0.28
M
d) M-50 grade 3 0.54 0.40 - 0.57 0.28
M

4.5 RCC Wearing Coarse

M-30 M3 0.45 0.43 - 0.58 0.28

4.8 RCC Railing M-30 0.021 0.02 - 0.027 0.013

4.12 RCC Approach slab

i) M-25 grade 3 0.41 0.45 - 0.63 0.27
M

4.13 PCC Leveling coarse of M-15 3 0.33 0.45 0.52 0.22 0.11
M
below approach slab

1.3 & PCC Blocks

4 M-15 3 0.33 0.45 0.52 0.22 0.11
M

Culverts
PCC 1:4:8 M3 0.17 0.47 0.89 - -
PCC 1:3:6 3 0.22 0.47 0.89 - -
M
PCC M-15 grade 3 0.33 0.45 - 0.85 -
M
PCC M-20 grade 3 0.40 0.425 - 0.95 -
M

243