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DETAIL  ESTIMATE  FOR  CONSTRUCTION  OF  RCC  BUILDING ( GROUND FLOOR )

Sl no SOR No Items of Work Measurements Quantity Unit Rate Amount
No L B D Rs.    P Rs.      P
1 128 Earthwork in excavation in foundation trenches etc. not exceeding 2 meters depth including dressing of bottom and sides of trenches and subsequent filling as in column foundations, fence posts, etc. and disposal of all surplus soil as directed within a lead of 30 metres.
 
 
 
 
    (b) Hard Soil  ( pick work ). 12 1.80 1.80 2.00 77.760 cum 127.50 9914.40
2 140 Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) excluding cost of centering and shuttering in -
 
 
  (a) All work upto foundation & plinth level. 12 1.80 1.80 0.10 3.888 cum 2830.40 11004.60
3 149 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 -
 
 
 
  (a) All work upto foundation & plinth level. 12 1.80 1.80 0.15 5.832
      12   (1.8x1.8+0.35x0.35)/2 x .35   7.061      
  12.893 cum 3523.40 45428.08
 
  (b) Columns. 12 1.50 0.35 0.35 2.205
  12 3.00 0.35 0.35 4.410
  6.615 cum 3758.80 24864.46
    (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
  3 14.80 0.25 0.45 4.995
  4 8.00 0.25 0.45 3.600
  17.190
  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 :            
  W 6 2.60 0.60 0.10 0.936
  6 2.20 0.10 0.10 0.132
  V 2 1.60 0.60 0.10 0.192
  2 1.20 0.10 0.10 0.024
  1 3.10 0.60 0.10 0.186
  1.470
  Total 36.050 cum 3778.50 136216.26
  (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
 
4 154 HYSD bars reinforcement for RCC work including straighthening, cutting, bending, placing in position and binding all complete.
 
          Qnty of concrete        
    Foundation @ 120 kg/m3 of concrete 100     3.89 388.800      
    Column @ 210 kg/m3 of concrete 210     6.62 1389.150      
    Beams @ 150 kg/m3 of concrete 150     17.19 2578.500      
    Slab @ 100 kg/m3 of concrete 100     15.60 1559.568      
    Stairs @ 120 kg/m3 of concrete 120     1.79 215.361      
    Chajja @ 80 kg/m3 of concrete 80     1.47 117.600      
    Eaves board @ 80 kg/m3 of concrete 80     0.80 64.000      
  Total 6312.979 kg
  63.130 qtl 3342.10 210986.06
5 155 Centering and shuttering including strutting, propping, etc.  and removal of form works in -
 
 
  (a) Foundations, footings, bases of columns etc. for mass concrete.
  12 4 1.80 0.25 21.600 sqm 105.10 2270.16
 
    (c) Columns, pillars, piers, abutments, posts and struts. 12 4 0.35 1.50 25.200      
  12 4 0.35 3.00 50.400
  75.600 sqm 191.60 14484.96
  (d) Lintels, beams, plinth beams, girders, bressumers and cantilevers, etc. 3 2 0.45 14.80 39.960
  3 1 0.25 14.80 11.100
  4 2 0.45 8.00 28.800
  4 1 0.25 8.00 8.000
  10 0.45 0.25 1.125
  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
  156.228 sqm 148.70 23231.10
  (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
  1 3.10 0.60 1.860
  2 3.10 0.10 0.620
  2 0.60 0.10 0.120
  147.170 sqm 218.70 32186.17
 
  (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
6 213 Coursed rubble masonry with hard stone in cement mortar 1:6 (1 cement : 6 fine sand) including curing, etc. complete.
 
  (a) in foundation and plinth. 1 13.40 0.25 0.45 1.508
  Step 1 3.60 0.60 0.15 0.324
  1 3.00 0.30 0.15 0.135