UNIT OF REQUIREMENTS

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 UNIT OF REQUIREMENTS
A : Cement Works.
Sl no
Items of Work
Quantity
Materials Required
Cement
Fine Sand
Coarse Sand
Aggregates
10mm
20mm
40mm
tonne
m3
m3
m3
m3
m3

Cement Mortar :







1
1 : 1
1 m3
1.02
0.71




2
1 : 2
1 m3
0.68
0.95




3
1 : 3
1 m3
0.51
1.07




4
1 : 4
1 m3
0.38
1.07




5
1 : 5
1 m3
0.31
1.07




6
1 : 6
1 m3
0.25
1.07





Concrete :







7
1 : 1.5 : 3 with 10mm nominal size aggregate.
1 m3
0.40

0.425
0.85










8
1 : 1.5 : 3 with 20mm nominal size aggregate.
1 m3
0.40

0.425
0.28
0.57









9
1 : 2 : 4 with 10mm nominal size aggregate.
1 m3
0.32

0.445
0.89










10
1 : 2 : 4 with 20mm nominal size aggregate.
1 m3
0.32

0.445
0.22
0.67









11
1 : 2 : 4 with 40mm nominal size aggregate.
1 m3
0.32

0.445
0.11
0.22
0.52








12
1 : 3 : 6 with 20mm nominal size aggregate.
1 m3
0.22

0.47
0.24
0.70









13
1 : 3 : 6 with 40mm nominal size aggregate.
1 m3
0.22

0.47

0.24
0.65








14
1 : 4 : 8 with 40mm nominal size aggregate.
1 m3
0.17

0.47

0.24
0.65








15
1 : 5 : 10 with 40mm nominal size aggregate.
1 m3
0.13

0.47

0.24
0.65









6mm thick plaster :







16
1 : 3
10 m2
0.0367
0.077




17
1 : 4
10 m2
0.0274
0.077





12mm thick plaster :







18
1 : 3
10 m2
0.0734
0.1541




19
1 : 4
10 m2
0.0547
0.1541




20
1 : 5
10 m2
0.0446
0.1541




21
1 : 6
10 m2
0.0360
0.1541





15mm thick plaster :







22
1 : 3
10 m2
0.0877
0.1840




23
1 : 4
10 m2
0.0654
0.1840




24
1 : 5
10 m2
0.0533
0.1840




25
1 : 6
10 m2
0.0430
0.1840





20mm thick plaster :







26
1 : 3
10 m2
0.1142
0.2397




27
1 : 4
10 m2
0.0851
0.2397




28
1 : 5
10 m2
0.0694
0.2397




29
1 : 6
10 m2
0.0560
0.2397




30
Floating coat of neat cement
10 m2
0.02





31
Neat Cement Punning
10 m2
0.022







B : Brick Works.
Sl no
Items of Work
Quantity
Materials Required

Cement
Fine Sand
Brick

tonne
m3
nos

Full brick work in :




1
C.M 1 : 3
1 m3
0.1275
0.2675
494
2
C.M 1 : 4
1 m3
0.0950
0.2675
494
3
C.M 1 : 6
1 m3
0.0625
0.2675
494

Half bick work in :




4
C.M 1 : 3
10 m2
0.1428
0.2996
565
5
C.M 1 : 4
10 m2
0.1064
0.2996
565
6
C.M 1 : 6
10 m2
0.0700
0.2996
565

Brick on edge in :




7
C.M 1 : 3
10 m2
0.0923
0.1937
377
8
C.M 1 : 4
10 m2
0.0688
0.1937
377

Honey combed half bick work in :




9
C.M 1 : 3
10 m2
0.0880
0.1846
341
10
C.M 1 : 4
10 m2
0.0656
0.1846
341
11
Dry brick pitching half brick thk
10 m2


645

Pointing on brick work in C.M 1 : 3 :




12
Flush pointing
10 m2
0.0153
0.0321

13
Ruled pointing
10 m2
0.0153
0.0321


14
Struck or weathered pointing
10 m2
0.0153
0.0321

15
Raised and cut pointing
10 m2
0.0235
0.0492


Pointing on brick flooring in C.M 1 : 3 :




16
Flush pointing
10 m2
0.0102
0.0214

17
Ruled pointing
10 m2
0.0102
0.0214


Pointing on brick flooring in C.M 1 : 4 :




18
Flush pointing
10 m2
0.0076
0.0214

19
Ruled pointing
10 m2
0.0076
0.0214


C : Stone Works.

Sl no
Items of Work
Quantity
Materials Required
Cement
Fine Sand
Masonry Stone
T & B Stone
tonne
m3
m3
m3

Regular coursed rubble masonry in :





1
C.M 1 : 3
1 m3
0.153
0.321
1.21
0.16
2
C.M 1 : 4
1 m3
0.114
0.321
1.21
0.16
3
C.M 1 : 6
1 m3
0.075
0.321
1.21
0.16

Coursed rubble masonry in :





4
C.M 1 : 3
1 m3
0.153
0.321
1.10
0.16
5
C.M 1 : 4
1 m3
0.114
0.321
1.10
0.16
6
C.M 1 : 6
1 m3
0.075
0.321
1.10
0.16

Random rubble masonry in :





7
C.M 1 : 3
1 m3
0.1683
0.3531
1.00
0.16
8
C.M 1 : 4
1 m3
0.1254
0.3531
1.00
0.16
9
C.M 1 : 6
1 m3
0.0825
0.3531
1.00
0.16
10
Stone pitching in C.M 1 : 3
1 m3
0.1683
0.3531
1.00

11
Dry coursed masonry
1 m3


1.21
0.16
12
Dry stone pitching 22.5 cm thk
10 sqm


2.25


Pointing on stone in C.M 1 : 3 :





13
Flush pointing
10 sqm
0.0117
0.0246


14
Ruled
10 sqm
0.0117
0.0246


15
Raised and cut
10 sqm
0.0194
0.0407




D : Painting Works.




Sl no
Items of Work
Quantity
Materials
Required quantity
Unit
1
White washing with lime on new work





(three or more coats)
10 m2
Lime
3.00
kg
2
White washing with lime on old work





(two or more coats)
10 m2
Lime
2.00
kg
3
White washing with lime on old work





(one or more coats)
10 m2
Lime
1.00
kg
4
One coat of cement primer
10 m2
Cement primer
0.70
litre
5
One coat of distemper primer
10 m2
Distemper primer
0.81
litre
6
Distempering (two or more coats)
10 m2
Distemper
1.50
kg
7
Distempering (one or more coats)
10 m2
Distemper
1.00
kg
8
Water proof cement paint (three or more coats)
10 m2
Water proof paint
5.47
kg
9
Water proof cement paint (one or more coats)
10 m2
Water proof paint
2.20
kg
10
Priming coat on wood / plywood
10 m2
Wood primer
0.75
litre
11
Zinc chromate priming coat on steel work
10 m2
Zinc chr. primer
0.54
litre
12
Priming coat on plaster surface
10 m2
Ready mix primer
0.84
litre
13
Roof paint on G.I sheet (new work)
10 m2
Roof paint
0.80
litre
14
Roof paint on G.I sheet (old work)
10 m2
Roof paint
0.46
litre
15
Synthetic enamel paint on new work





(two or more coats)
10 m2
Enamel paint
1.00
litre
16
Synthetic enamel paint on old work





(one or more coats)
10 m2
Enamel paint
0.61
litre
17
Plastic emulsion paint on new work





(two or more coats)
10 m2
Pl emulsion paint
1.21
litre
18
Plastic emulsion paint on old work





(one or more coats)
10 m2
Pl emulsion paint
0.73
litre
19
Varnishing on new work (two or more coats)
10 m2
Copal varnish
1.86
litre
20
Varnishing on old work (one or more coats)
10 m2
Copal varnish
0.70
litre
21
Polishing on wood new work
10 m2
Wax polish
0.50
kg
22
Polishing on wood old work
10 m2
Wax polish
0.25
kg
23
Coal tarring two coats
10 m2
Coal tar
2.80
litre



Kerosine oil
0.50
litre
24
Anti corrosive bitumastic paint
10 m2
Bitumastic paint
0.95
litre
25
Epoxy paint on steel work
10 m2
Epoxy paint
1.25
litre


E : Earthwork.



Sl no
Items of Work
Quantity
Materials Required
Special Gelatine
Detonator
Safety Fuse
kg
nos
coil

Earthwork in excavation i





1
Soft rock
1 m3
0.250
1.20
0.100
2
Hard rock
1 m3
0.390
1.40
0.130

Earthwork in excavation i





3
Soft rock
1 m3
0.335
1.30
0.100


4
Hard rock
1 m3
0.535
1.40
0.125


F : Base and Sub-Base.

Sl no
Items of Work
Quantity
Materials Required
Gravel
Aggregates
Borrow Area Sand
crushed Sand
22.4-90 mm
5.6-22.4 mm
10mm
20mm
40mm
m3
m3
m3
m3
m3
m3
m3
1
Gravel Sub-Base
100 m3
29.00
30.00



73.00

2
Crushed Stone Sub-Base
100 m3



47.50
22.50
39.50
22.50
3
Wet Mix Macadam
100 m3


39.60
46.20
13.20
13.20
19.80











G : Water Bound Macadam.
Sl no
Items of Work
Quantity
Materials Required

IRC Grade Stones
Aggregates
Gr- I
Gr- II
Gr- III
11.20 mm
13.20 mm
m3
m3
m3
m3
m3
1
IRC Gr - I
100 m3
132.0



27.00
2
IRC Gr - II
100 m3

132.0

26.67

3
IRC Gr - III
100 m3


132.0
24.00





H : Bituminous Work.
Sl no
Items of Work
Quantity
Materials Required
Emulsion Bitumen
Bitumen
Aggregates
cement (filler)
40 mm average
20 mm average
10 mm average
5.6mm & below
crushed sand
tonne
tonne
m3
m3
m3
m3

tonne
1
Bitumen primer for surface of low & medium porosity
100 m2

0.10
















2
Bitumen primer for surface of high porosity
100 m2

0.13
















3
Emulsion primer for surface of low & medium porosity
100 m2
0.09

















4
Emulsion primer for surface of high porosity
100 m2
0.13

















Sl no
Items of Work
Quantity
Materials Required
Emulsion Bitumen
Bitumen
Aggregates
cement (filler)
40 mm average
20 mm average
10 mm average
5.6mm & below
crushed sand
tonne
tonne
m3
m3
m3
m3

tonne

Bitumen Tack Coat :









5
On black top surface
100 m2

0.05






6
On granular surface treated with primer
100 m2

0.075
















7
On granular surface not treated with primer
100 m2

0.10

















Emulsion Tack Coat :









8
On black top surface
100 m2
0.025







9
On granular surface treated with primer
100 m2
0.038

















10
On granular surface not treated with primer
100 m2
0.04

















11
Bituminous Macadam
110 m3

9.68

91.9
22.94
36.96


12
Dense Bituminous Macadam
100 m3

12.00

61.125
45.85
45.85

4.60
13
Semi Dense Bituminous Concrete
10 m3

1.24


10.40
4.40












14
Bituminous Concrete
110 m3

17.16


110.72
62.28

7.92
15
Built up spray grout 75mm
100 m2

0.30
9.00

1.00
1.30


16
Mix Seal Surfacing type A
100 m2

0.22


1.00
1.20
0.50

17
Mix Seal Surfacing type B
100 m2

0.19


1.80
0.90


18
Premix Carpet 2cm thick
100 m2

0.146


2.70



19
Premix Carpet 2.5cm thick
100 m2

0.182


3.376



20
Liquid seal coat type A (MORT & H Specification)
100 m2

0.098



0.90












20
Premix seal coat type B (MORT & H Specification)
100 m2

0.068




0.60
















Firewood




21
Premix Carpet 2cm thick as per MPWD Specification
100 m2

0.17
2.36
qtl
2.40













22
Premix Carpet 2.5cm thick as per MPWD Specification
100 m2

0.213
2.95
qtl
3.00













23
Premix seal coat as per MPWD Specification
100 m2

0.096
0.909
qtl


0.75












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