Estimation of Construction cost of Residential Buildings
Area Sq. m. 75 Apply to 30-300 Sq m Apply up to 100 sq.m
Load Bearing str. For Four Story
Materials Unit Rate For Single Rate Analysis For Double Rate Analysis RCC Frame Rate Analysis
super sub
Bricks No. 2.5 23630 59075 22425 56062.5 11180 27950
Cement tone 4400 12.05 52998 11.42 50226 13.3 1.52 65190.4
Steel kg 35 1283.5 44922.5 1342.75 46996.25 3384 382.88 131840.63
Sand cum 350 28.25 9887.5 22.6 7910 26.7 2.7 10288.25
20mm cum 250 12.99 3247.5 13.14 3285 21.38 5.32 6672.5
40mm cum 350 12.38 4331.25 6.41 2241.75 1.16 0.05 425.25
Brick Aggr cum 600 7.65 4587 3.78 2268 1.6 957.6
Tiber Frame and Shutter cum 32000 1.66 52960 1.66 52960 1.61 51520
Timber Shuttering cum 32000 0.32 10080 0.32 10080 0.65 0.05 22320
Ballies m 15 37.8 567 37.8 567 65.09 2.76 1017.75
Lime quintal 220 10.53 2315.5 5.31 1167.1 4.65 1021.9
surkhi cum 33 3.53 116.49 1.77 58.41 0.75 24.75
Bitumen kg 20 128.7 2574 64.85 1297 26.92 538.3
Glass sqm 120 4.07 488.4 4.07 488.4 4.14 496.8
Primer lt 15 5.1 76.5 5.1 76.5 5.14 77.03
Paint lt 20 8.37 167.4 8.37 167.4 8.31 166.1
Stone rubble cum 600 2.4 1440
Labour
Mason Days 250 128.13 32031.25 126.13 31531.25 123.25 1.73 31243.75
Carpenter Days 300 79.8 23940 80.55 24165 120.75 3.75 37350
Painter Days 200 66.75 13350 6.68 1335 6.75 1350
Blacksmith Days 250 9.18 2293.75 16.55 4137.5 58.28 14568.75
Mazdoor Days 150 389.68 58451.25 401.25 60187.5 402.55 25.73 64241.25
378460.29 357207.56 470701
Water supply , plumbing , drains 20%--> 75692.06 71441.51 94140.2
electrical wiring (20%) No. of Storey 1 2 4
Total Cost 454152.35 857298.14 2259364.8
Estimation of Construction cost of Residential Buildings
Area Sq. m. 80 Apply to 30-300 Sq m
Load Bearing str.
Materials Unit Rate For Single Rate Analysis For Double Rate Analysis
Bricks No. 2.5 24760 61900 23500 58750
Cement tone 4000 12.81 51240 12.14 48560
Steel kg 35 1390 48650 1452.6 50841
Sand cum 350 30.6 10710 24.48 8568
20mm cum 250 13.87 3467.5 14.03 3507.5
40mm cum 350 13.1 4585 6.78 2373
Brick Aggr cum 600 8.21 4926 4.06 2436
Tiber Frame and Shutter cum 32000 1.75 56000 1.75 56000
Timber Shuttering cum 32000 0.34 10752 0.34 10752
Ballies m 15 40.32 604.8 40.32 604.8
Lime quintal 220 11.25 2475 5.67 1247.4
surkhi cum 33 3.79 125.07 1.9 62.7
Bitumen kg 20 137.88 2757.6 69.44 1388.8
Glass sqm 120 4.39 526.8 4.39 526.8
Primer lt 15 5.44 81.6 5.44 81.6
Paint lt 15 8.91 133.65 8.91 133.65
Stone rubble cum 600
Labour
Mason Days 250 134.8 33700 132.8 33200
Carpenter Days 250 85.72 21430 86.52 21630
Painter Days 150 71.2 10680 7.12 1068
Blacksmith Days 200 9.52 1904 17.92 3584
Mazdoor Days 150 413.52 62028 425.8 63870
388677.02 369185.25
Water supply , plumbing , drains 15%--> 58301.55 55377.79
electrical wiring (20%) No. of Storey 1 2
Total Cost 446978.57 849126.08
per Sq Ft 595.97

58517990 estimating-resi-building

  • 1.
    Estimation of Constructioncost of Residential Buildings Area Sq. m. 75 Apply to 30-300 Sq m Apply up to 100 sq.m Load Bearing str. For Four Story Materials Unit Rate For Single Rate Analysis For Double Rate Analysis RCC Frame Rate Analysis super sub Bricks No. 2.5 23630 59075 22425 56062.5 11180 27950 Cement tone 4400 12.05 52998 11.42 50226 13.3 1.52 65190.4 Steel kg 35 1283.5 44922.5 1342.75 46996.25 3384 382.88 131840.63 Sand cum 350 28.25 9887.5 22.6 7910 26.7 2.7 10288.25 20mm cum 250 12.99 3247.5 13.14 3285 21.38 5.32 6672.5 40mm cum 350 12.38 4331.25 6.41 2241.75 1.16 0.05 425.25 Brick Aggr cum 600 7.65 4587 3.78 2268 1.6 957.6 Tiber Frame and Shutter cum 32000 1.66 52960 1.66 52960 1.61 51520 Timber Shuttering cum 32000 0.32 10080 0.32 10080 0.65 0.05 22320 Ballies m 15 37.8 567 37.8 567 65.09 2.76 1017.75 Lime quintal 220 10.53 2315.5 5.31 1167.1 4.65 1021.9 surkhi cum 33 3.53 116.49 1.77 58.41 0.75 24.75 Bitumen kg 20 128.7 2574 64.85 1297 26.92 538.3 Glass sqm 120 4.07 488.4 4.07 488.4 4.14 496.8 Primer lt 15 5.1 76.5 5.1 76.5 5.14 77.03 Paint lt 20 8.37 167.4 8.37 167.4 8.31 166.1 Stone rubble cum 600 2.4 1440 Labour Mason Days 250 128.13 32031.25 126.13 31531.25 123.25 1.73 31243.75 Carpenter Days 300 79.8 23940 80.55 24165 120.75 3.75 37350 Painter Days 200 66.75 13350 6.68 1335 6.75 1350 Blacksmith Days 250 9.18 2293.75 16.55 4137.5 58.28 14568.75 Mazdoor Days 150 389.68 58451.25 401.25 60187.5 402.55 25.73 64241.25 378460.29 357207.56 470701 Water supply , plumbing , drains 20%--> 75692.06 71441.51 94140.2 electrical wiring (20%) No. of Storey 1 2 4 Total Cost 454152.35 857298.14 2259364.8
  • 2.
    Estimation of Constructioncost of Residential Buildings Area Sq. m. 80 Apply to 30-300 Sq m Load Bearing str. Materials Unit Rate For Single Rate Analysis For Double Rate Analysis Bricks No. 2.5 24760 61900 23500 58750 Cement tone 4000 12.81 51240 12.14 48560 Steel kg 35 1390 48650 1452.6 50841 Sand cum 350 30.6 10710 24.48 8568 20mm cum 250 13.87 3467.5 14.03 3507.5 40mm cum 350 13.1 4585 6.78 2373 Brick Aggr cum 600 8.21 4926 4.06 2436 Tiber Frame and Shutter cum 32000 1.75 56000 1.75 56000 Timber Shuttering cum 32000 0.34 10752 0.34 10752 Ballies m 15 40.32 604.8 40.32 604.8 Lime quintal 220 11.25 2475 5.67 1247.4 surkhi cum 33 3.79 125.07 1.9 62.7 Bitumen kg 20 137.88 2757.6 69.44 1388.8 Glass sqm 120 4.39 526.8 4.39 526.8 Primer lt 15 5.44 81.6 5.44 81.6 Paint lt 15 8.91 133.65 8.91 133.65 Stone rubble cum 600 Labour Mason Days 250 134.8 33700 132.8 33200 Carpenter Days 250 85.72 21430 86.52 21630 Painter Days 150 71.2 10680 7.12 1068 Blacksmith Days 200 9.52 1904 17.92 3584 Mazdoor Days 150 413.52 62028 425.8 63870 388677.02 369185.25 Water supply , plumbing , drains 15%--> 58301.55 55377.79 electrical wiring (20%) No. of Storey 1 2 Total Cost 446978.57 849126.08 per Sq Ft 595.97