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2 - BY  MANUAL  LABOUR

( Including loading, unloading and stacking etc. )

    Gross Net   Cost Extra Cost CARRIAGE   RATE   PER   UNIT   QUANTITY   FOR   A   LEAD   OF
Sl   Capacity Quantity Unit per day for every
No Materials per after of for first additional      
    day deduction Rates 50 m lead of 50m 50m 100m 150m
      of voids     or part t/o      
1 2 3 4 3 6 7 4 5 6
                 
4 a) Lime, moorum,                
  building rubbish. 35.00 35.00 cum 767.00 167.00 24.11 53.46 82.81
  b) Earth. 35.00 28.00 cum 767.00 167.00 30.13 66.83 103.52
  c) Manure or                
  sludge. 35.00 32.20 cum 767.00 167.00 26.20 58.11 90.02
  d) Excavated rock. 35.00 17.50 cum 767.00 167.00 48.21 106.92 165.63
  e) Sand, aggregate                
  below 40mm 28.00 28.00 cum 767.00 167.00 30.13 66.83 103.52
  nominal size.                
  f ) Aggregate                
  40mm nominal 28.00 25.90 cum 767.00 167.00 32.58 72.24 111.91
  size and above.                
  g) Stone boulder. 28.00 23.80 cum 767.00 167.00 35.45 78.62 121.79
  h) Concrete block. 15.00 15.00 cum 767.00 167.00 56.25 124.74 193.23
  i ) Brick. 15000 15000 1000nos 767.00 167.00 56.25 124.74 193.23
  j ) Brick tile,                
  roofing tile. 24000 24000 1000nos 767.00 167.00 35.15 77.96 120.77
  k) Steam coal. 30.00 30.00 ton 767.00 167.00 28.12 62.37 96.62
                   
5 a) Steel. 27.00 27.00 ton 920.00 135.00 37.48 80.46 123.44
  b) Timber. 42.00 42.00 cum 920.00 135.00 24.10 51.73 79.36
  c) Tar, bitumen,                
  roofing felt,                
  flooring felt, 46.00 46.00 ton 920.00 135.00 22.00 47.23 72.46
  asphalt, etc.                
  d) Cement. 57.99 57.99 ton 920.00 135.00 17.45 37.46 57.48
  e ) Stone block,                
  GI, CC, CI pipes                
  below 100mm                
  dia and other 40.00 40.00 ton 920.00 135.00 25.30 54.31 83.33
  heavy materials.                
  f ) Glass block                
  (hollow) 200x 4000.00 4000.00 100nos 920.00 135.00 25.30 54.31 83.33
  200x100mm.                
                   
6 a) RCC pipe, steel                
cylinder, CI pipe,                
RC pipe, unrein-                
forced cement pipe,                
prestressed con-                
crete pipes.                
  i) 100mm dia. 1702.00 1702.00 m 920.00 135.00 0.59 1.28 1.96
  ii) 125mm dia. 1391.00 1391.00 m 920.00 135.00 0.73 1.56 2.40
  iii) 150mm dia. 1208.00 1208.00 m 920.00 135.00 0.84 1.80 2.76
  iv) 200mm dia. 805.00 805.00 m 920.00 135.00 1.26 2.70 4.14
  v) 250mm dia. 458.00 458.00 m 920.00 135.00 2.21 4.74 7.28
  vi) 300mm dia. 360.00 300.00 m 920.00 135.00 3.37 7.24 11.11
  vii) 350mm dia. 256.00 256.00 m 920.00 135.00 3.95 8.49 13.02
  viii) 400mm dia. 220.00 220.00 m 920.00 135.00 4.60 9.88 15.15
  ix) 450mm and                
  500mm dia. 160.00 160.00 m 920.00 135.00 6.33 13.58 20.83
  x) 600, 700, 750,                
and 800mm dia. 150.00 150.00 m 920.00 135.00 6.75 14.48 22.22
                 
  b) SW pipes.                
  i) 100mm dia. 2298.00 2298.00 m 920.00 135.00 0.44 0.95 1.45
  ii) 150mm dia. 1398.00 1398.00 m 920.00 135.00 0.72 1.55 2.38
  iii) 200mm dia. 999.00 999.00 m 920.00 135.00 1.01 2.17 3.34
  iv) 230mm dia. 780.00 780.00 m 920.00 135.00 1.30 2.79 4.27
  v) 250mm dia. 600.00 600.00 m 920.00 135.00 1.69 3.62 5.56
  vi) 300mm dia. 420.00 420.00 m 920.00 135.00 2.41 5.17 7.94
  vii) 350mm dia. 300.00 300.00 m 920.00 135.00 3.37 7.24 11.11
  viii) 400mm dia. 240.00 240.00 m 920.00 135.00 4.22 9.05 13.89
  ix) 450mm dia 198.00 198.00 m 920.00 135.00 5.11 10.97 16.83
  x) 500mm dia. 162.00 162.00 m 920.00 135.00 6.25 13.41 20.57
  xi) 600mm dia. 132.00 132.00 m 920.00 135.00 7.67 16.46 25.25
                 
  c) AC pipes.                
  i) 50mm dia. 10064.00 10064.00 m 920.00 135.00 0.10 0.22 0.33
  ii) 80mm dia. 3660.00 3660.00 m 920.00 135.00 0.28 0.59 0.91
  iii) 100mm dia. 2562.00 2562.00 m 920.00 135.00 0.40 0.85 1.30
  iv) 150mm dia. 1830.00 1830.00 m 920.00 135.00 0.55 1.19 1.82
                   
NOTES :                
1 The carriage rates are of loose quantity of materials, i.e. before deduction of voids if any.
2 Analysis based on CPWD Analysis of Rates 1997, Vol - I  

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