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1 : 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 in formation cutting :          
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 in foundation trenches :    
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