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DETAIL  ESTIMATE  FOR  CONSTRUCTION  OF  RCC  BUILDING ( FIRST FLOOR )

Sl no SOR No Items of Work Measurements Quantity Unit Rate Amount
No L B D Rs.    P Rs.      P
1 149 Providing and laying reinforced cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate  20mm nominal size) excluding cost of centering and shuttering and reinforcement in -
 
 
 
 
  (b) Columns. 12 3.00 0.35 0.35 4.410 cum 3758.80 16576.31
  (c) Beams, suspended floors, roofs having slope upto 15 degree, landings, balconies, shelves, chajjas, lintels, bands, window sills, stair cases, spiral stair cases, cantilevers upto floor five level.
  Beams :
  3 14.80 0.25 0.45 4.995
  4 8.00 0.25 0.45 3.600
  8.595
  Slabs :
  1 14.80 9.05 0.14 18.752
  Deduct stairs opening 1 2.40 4.85 0.14 -1.630
  Deduct top of beams 3 14.80 0.25 0.14 -1.554
  4 8.00 0.25 0.14 -1.120
  Kitchen platform 2 4.30 0.60 0.10 0.516
  Landing 1 1.88 2.40 0.14 0.632
  15.596
  Stairs :
  2 3.43 1.20 0.15 1.235
      24 1.20 1/2 x 0.27 x 0.144 0.560      
  1.795
  Chajja :
  6 2.60 0.60 0.10 0.936
  6 2.20 0.10 0.10 0.132
  2 1.60 0.60 0.10 0.192
  2 1.20 0.10 0.10 0.024
  2 1.20 0.60 0.10 0.144
  2 0.80 0.10 0.10 0.016
  1.444
  Total 27.429 cum 3778.50 103641.81
 
  (g) Vertical and horizontal fins, individually or forming box louvres, facias and eaves boards upto floor five level.
  2 4.00 1.00 0.10 0.800 cum 3817.40 3053.92
 
2 154 HYSD bars reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete.
 
          Qnty of concrete        
  Column @ 210 kg/m3 of concrete 210 4.410 926.100
  Beams @ 150 kg/m3 of concrete 150 8.595 1289.250
  Slab @ 100 kg/m3 of concrete 100 15.596 1559.568
  Stairs @ 120 kg/m3 of concrete 120 1.795 215.361
  Chajja @ 80 kg/m3 of concrete 80 1.444 115.520
  Eaves board @ 80 kg/m3 of concrete 80 0.800 64.000
  4169.799 kg
  41.698 qtl 3342.10 139358.84
3 155 Centering and shuttering including strutting, propping, etc.  and removal of form works in -
 
 
  (c) Columns. 12 4 0.35 3.00 50.400 sqm 191.60 9656.64
 
  (d) Lintels, beams, plinth beams, girders, bressumers and cantilevers, etc. 3 2 0.31 14.80 27.528
  3 1 0.25 14.80 11.100
  4 2 0.31 8.00 19.840
  4 1 0.25 8.00 8.000
  10 0.31 0.25 0.775
  67.243 sqm 148.70 9999.03
  (e) Suspended floors, roofs, landings, shelves and their support, balconies and chajjaj, etc.
 
  Slab 1 14.80 9.05 133.940
  2 14.80 0.14 4.144
  2 9.05 0.14 2.534
  2 4.85 0.14 1.358
  Deduct stairs opening 1 2.40 4.85 -11.640
  Deduct beam bottom area 3 14.80 0.25 -11.100
  4 8.00 0.25 -8.000
  Kitchen platform 2 4.30 0.60 5.160
  4 4.30 0.10 1.720
  4 0.60 0.10 0.240
  Landing 1 1.88 2.40 4.512
  2 1.88 0.14 0.526
  1 2.40 0.14 0.336
  Chajja 6 2.60 0.60 9.360
  12 2.60 0.10 3.120
  12 0.60 0.10 0.720
  6 2.20 0.10 1.320
  12 2.20 0.10 2.640
  12 0.10 0.10 0.120
  2 1.60 0.60 1.920
  4 1.60 0.10 0.640
  4 0.60 0.10 0.240
  2 1.20 0.10 0.240
  4 1.20 0.10 0.480
  4 0.10 0.10 0.040
  2 1.20 0.60 1.440
  4 1.20 0.10 0.480
  4 0.60 0.10 0.240
  2 0.80 0.10 0.160
  4 0.80 0.10 0.320
  4 0.10 0.10 0.040
  147.250 sqm 218.70 32203.66
    (f) Staircases (except spiral staircase) excluding landings. 2 3.43 1.20   8.232      
  4 3.43 0.15 2.058
  24 1.20 0.144 4.147
      48 1/2 x 0.27 x 0.144   0.933      
  15.370 sqm 166.30 2556.08
  (k) Vertical and horizontal fins individually or forming box, louvres and bends, eaves boards. 4 4.00 1.00 16.000
  2 4.00 0.10 0.800
  16.800 sqm 262.60 4411.68
4 323 Cement concrete flooring 25mm thick with cement concrete 1:2:4 (1 cement : 2 sand : 4 well graded stone aggregate 12.5mm size) finished with a floating coat neat cement including cement slurry etc. complete but excluding the cost of nosing of steps etc.
 
 
 
  1 14.80 9.05 133.940
  Deduct stairs opening 1 4.85 2.40 -11.640
  Deduct toilet floor 2 1.80 1.60 -5.760
  116.540 sqm 142.00 16548.68
5 231 Providing Ist class local wood dressed in frames of chaukat for doors, windows, clerestory windows fixed in position.                
                   
  D2 4 2.10 0.10 0.08 0.067
  2 1.20 0.10 0.08 0.019
  D 8 2.10 0.10 0.08 0.134
  4 0.90 0.10 0.08 0.029
  D1 4 2.10 0.10 0.08 0.067
  2 0.75 0.10 0.08 0.012
  W 18 1.80 0.10 0.08 0.259
  18 1.80 0.10 0.08 0.259
  W1 6 2.20 0.10 0.08 0.106
  6 1.80 0.10 0.08 0.086
  4 2.20 0.10 0.08 0.070
  6 0.90 0.10 0.08 0.043
  W2 4 1.80 0.10 0.08 0.058
  4 0.60 0.10 0.08 0.019
  V 4 1.40 0.10 0.08 0.045
  6 0.90 0.10 0.08 0.043
  FW 4 2.20 0.10 0.08 0.070