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  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              
                   
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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