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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
  1.967 cum 2680.90 5271.99
 
7 130 Providing and filling stone aggregates of size below 90mm in plinth, etc. in layers not  exceeding 20 cms in depth,  consolidating each layer by ramming and watering and dressing complete.
 
 
  1 14.80 9.05 0.10 13.394
  Deduct beams $ plinth masonry wall 4 14.80 0.25 0.10 -1.480
  4 8.05 0.25 0.10 -0.805
  11.109 cum 994.90 11052.34
8 141 Providing and laying cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) excluding cost of centering and shuttering in -
 
 
  (a) All work upto foundation & plinth level.(floor) 1 14.80 9.05 0.075 10.046
  10.046 cum 2545.90 25574.84
 
9 324 Cement concrete flooring 1:2:4 (1 cement : 2 sand : 4 well graded stone aggregate 20mm size) finished with a floating coat neat cement including cement slurry etc. complete but excluding the cost of nosing of steps etc.
 
 
 
    (a) 40mm thick = 10.046 / 0.075   133.940      
  Deduct toilet floor 2 1.80 1.60 -5.760
  128.180 sqm 191.40 24533.65
10 231 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 4 2.10 0.10 0.08 0.067
  2 0.90 0.10 0.08 0.014
  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 1.80 0.10 0.08 0.086
  6 1.80 0.10 0.08 0.086
  4 1.80 0.10 0.08 0.058
  6 0.90 0.10 0.08 0.043
  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
  4 0.60 0.10 0.08 0.019
  1.217 cum 13709.00 16681.11
11 276 Providing 40 x 5mm flat iron hold fast 40 cm long including fixing to frame with 10mm dia. bolts, nuts and wooden plugs and embeddings in cement concrete block 30 x 10 x 15cm 1:3:6 mix (1 cement : 3 sand : 6 well graded stone aggregate 20 mm nominal size). 104 no 54.60 5678.40
 
 
 
 
12 194 Half brick masonry with first class brick  in cement  mortar 1:4 (1 cement : 4 fine sand) including curing, etc. complete.
 
    (b) in superstructure above plinth level upto floor five  level. External wall :            
  4 3.50 3.00 42.000
  2 5.50 3.00 33.000
  2 3.00 3.00 18.000
  1 8.40 3.31 27.804
  2 1.00 3.31 6.620
  127.424
  Deduct windows -31.680
  -2.640
  93.104
  Internal wall / partitions :
  4 3.50 3.00 42.000
  2 5.75 3.31 38.065
  2 1.80 3.31 11.916
  2 2.30 3.31 15.226
  2 0.90 3.31 5.958
  2 1.00 3.00 6.000
  119.165
  Deduct doors -5.040
  -3.780
  -3.150
  107.195
  Total 200.299 sqm 459.90 92117.51
13 425 12mm cement plaster 1 : 3.                
    (1 cement : 3 fine sand).                
  ( for exposed surfaces of R.C.C) External :
  Beam 1 14.80 0.45 6.660
  2 9.05 0.45 8.145
  1 14.80 0.31 4.588
  2 9.05 0.31 5.611
  Column 12 3.00 0.35 12.600
  Slab side 2 14.80 0.14 4.144
  2 9.05 0.14 2.534
  Chajja 12 2.60 0.60 18.720
  6 2.60 0.10 1.560
  12 0.60 0.10 0.720
  12 2.20 0.10 2.640
  6 2.20 0.10 1.320
  12 0.10 0.10 0.120
  4 1.60 0.60 3.840
  2 1.60 0.10 0.320
  4 0.60 0.10 0.240
  4 1.20 0.10 0.480
  2 1.20 0.10 0.240
  4 0.10 0.10 0.040
  2 3.10 0.60 3.720
  1 3.10 0.10 0.310
  2 0.60 0.10 0.120
  Eaves board 4 4.00 1.00 16.000
  2 4.00 0.10 0.800
  Total of external 95.472
  Internal :
  Sides of beam 5 13.40 0.31 20.770
  6 8.00 0.31 14.880
  Column 36 3.00 0.35 37.800
  Stair bottom 2 3.43 1.20 8.232
    Landing bottom 1 2.40 1.88   4.512      
    Kitchen platform 4 4.30 0.60   10.320      
  2 4.30 0.10 0.860
            Total of internal 97.374      
  Total 192.846 sqm 106.40 20518.81
 
14 425 12mm cement plaster 1 : 3.                
    (1 cement : 3 fine sand).                
  (for ceiling) 1 14.80 9.05 133.940
    Deduct stairs opening 1 2.40 4.85   -11.640      
    Deduct column junction 12 0.35 0.35   -1.470      
  120.830 sqm 106.40 12856.31
15 434 20mm cement plaster 1 : 4 (external wall)                
    (1 cement : 4 fine sand).                
    1 time external half brick wall 1 93.10     93.104 sqm 138.30 12876.28
16 426 12mm cement plaster 1 : 4 (internal wall)                
  (1 cement : 4 fine sand).
    1 time external half brick wall 1 93.10     93.104      
  2 times internal half brick wall 2 107.20 214.390
    Deduct bathroom skirting         -8.625      
  298.869 sqm 95.70 28601.76
17 438 12mm cement plaster 1 : 4 (1 cement : 4 fine sand) finished with a floating coat of neat cement.
  Stairs :
  Riser 24 1.20 0.144 4.147
  Treads 22 1.20 0.27 7.128
    Sides 48 1/2 x 0.27 x 0.144   0.933      
  Landing 1 2.40 1.88 4.512
  16.720 sqm 117.30 1961.29
18 326 Cement plaster skirting (upto 30cm height) with cement mortar 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement including rounding of junction with floor.