QUANTITY OF MATERIALS



WRD: 5. LIFT IRRIGATION WORKS

QUANTITY OF MATERIALS FOR ADDITIONAL LEAD CHARGES 

Item no Description of work Unit

Quantity of materials required 

per unit quantity of work

WRD    

steel

kg

cement 

kg

sand/Fa

cum

Ca

cum

5.8 Structural steel  Kg 1.025 --- --- ---
5.9.1 M-15 ( 40 mm CA ) for foundation filling  cum --- 245.40 0.430 0.880
5.9.2 M-20 ( 40 mm CA ) for foundation filling  cum --- 305.00 0.380 0.860
5.10 M-20 ( 40 mm CA ) for bed lining  cum --- 308.00 0.380 0.860
5.11 M-20 ( 40 mm CA ) for side lining  cum --- 308.00 0.380 0.860
5.12 M-20 ( 20 mm CA ) for side lining  cum --- 338.40 0.420 0.760
5.13 M-20 ( 40 mm CA ) for walls / piers  cum --- 308.00 0.380 0.860
5.14 M-20 ( 20 mm CA ) for walls / piers  cum --- 338.40 0.420 0.760
5.15 M-20 ( 20 mm CA ) for columns  cum --- 338.40 0.420 0.760
5.16 M-20 ( 20 mm CA ) for pump floor  cum --- 338.40 0.420 0.760
5.17 M-20 ( 20 mm CA ) for tie-beams / roof cum --- 338.40 0.420 0.760
5.18 M-20 ( 20 mm CA ) for cut-off wall / apron  cum --- 338.40 0.420 0.760
5.19 M-20 ( 40 mm CA ) for paving  cum --- 338.40 0.420 0.760
5.20 UCR masonry in CM 1:4  cum --- 275.40 0.430 0.880
5.21 Size stone masonry in CM 1:4 cum --- 0.320 0.410 1.020
     

Bricks 

nos

cement 

kg

sand/fa

cum

Ca /stone

cum

5.22 Burnt breck masonry in CM 1:4  cum 497.00 100.70 0.270 ---
5.23 CC block masonry in CM 1:4  cum 58.40 59.00 0.160 ---
     

steel

kg

cement 

kg

sand/Fa

cum

Ca stone

cum

5.24 CGI sheet roofing  sqm 11.45 --- --- ---
5.25 GI sheet ridge  Rm 11.50 --- --- ---
5.26 Cement mortar pointing in CM 1:3  sqm --- 3.00 0.006 ---
5.27 12 mm thick plastering in CM 1:3  sqm --- 6.10 0.013 ---
5.28 20 mm thick plastering in CM 1:3 sqm --- 10.20 0.021 ---
5.33.1 Steel door sqm --- 12.80 0.030 0.03
5.33.2 Steel door sqm --- 6.00 0.010 0.03
5.34.1 Steel wimdow  sqm --- 8.30 0.016 0.03
5.34.2 Steel window  sqm --- 14.10 0.030 0.03
5.35 Acid resistant tiling / dadooing in CM 1:3  sqm ---  9.30 0.020 ---
5.36 Granolithic flooring in CC 1:1:2  sqm --- 21.40 0.014 0.029
5.37 Chain link mesh fencing  Rm 88.00 6.00 0.012 0.024
5.38 Railing  Rm 1.56 4.60 0.008 0.005
     

soil 

cum

cement

kg

sand/fa

cum

ca stone

cum

5.39 Back-filling cum 1.20 --- --- ---
     

pipe

kg

cement

kg

sand /fa

cum

ca stone 

cum

5.40.1 Supplying 800 mm 18 ksc PSC pipe Rm 420.00 --- --- ---
5.40.2 Supplying 1000 mm 18 ksc PSC pipe  Rm 540.00 --- --- ---
5.40.3 Supplying 1200 mm 18 ksc PSC pipe  Rm 660.00 --- --- --- 
5.41.1 Supplying 800 mm K-9 Ductile iron pipe Rm 265.00 ---  ---  ---
5.41.2 Supplying 1000 mm K-9 Ductile iron pipe  Rm 378.00 --- --- ---
5.41.3 Supplying 1200 mm K-9 Ductile iron pipe  Rm 508.00 --- --- ---
5.48 Sand blanket below embankment sqm --- --- 0.225 ---
     

soil

cum

cement

kg

sand/fa

cum

ca/stone

cum

5.49 Road embankment excavated soil cum 1.20 --- --- ---
5.50 Road embankment borrow area soil cum  cum 1.20 --- --- ---
5.51.1 Grade II metalling  cum 0.32 --- --- 1.180
5.51.2 Grade III metalling  cum 0.33 --- --- 1.220
5.52 30 cm th dry stone pitching sqm --- --- --- 0.350

Notes:

1. The quantities of materials specified in the above table are for loose volume.

2. The quantity of cement for cement concrete items includes requirement of cement form any incidental works such as mortar layer at lift joints, repair of honey-combs etc.

3. The quantities of materials are inclusive of wastage as under:
Cement                                              1.00 percent.
Sand / Fine aggregate                       2.00 percent.
Coarse aggregate                              2.00 percent.
Stones / Stone chips                          2.00 percent.
Steel ( Reinforcement & Structural )  2.50 percent.

*****