Final Estimation of Lecture hall (1).pdf

Final Estimation of Lecture hall (1).pdf
In our college GOVERNMENT POLYTECHNIC LUCKNOW there is a building named lecture hall this is the final estimation of that building done by me and my friends.

1. S. No. Description No.Length (m)Width (m) Height(m) Quantity Unit
2 Excavation
For Coloumn Footing 51 3 2.7 1.5 619.65 cum
Total Excavation 619.65 cum
3 Foundation
PCC IN FOUNDATION 51 2.4 2.1 0.1 25.704 cum
RCC Work in Footing
1st footing 51 2.4 2.1 0.3 77.112 cum
stem 51 0.6 0.3 0.5 4.59 cum
Brick Masonary work in Footing
2nd footing 51 1.8 1.5 0.23 31.671 cum
3rd footing 51 1.2 0.9 0.23 12.6684 cum
Foundation Wall 1 105.18 0.3 1.5 47.331 cum
RCC Work in plinth Beam (Center line) 1 272.416 0.3 0.3 24.51744 cum
Total RCC Work in Foundation 106.21944 cum
Total Steel Used in Foundation 106.21944 @ 1 percent 1.0621944 cum
Mass = Volume * Density 1.0621944 multiply 7850 8338.22604 kg
Total Steel Used in Foundation 8.33822604 Tonne
Total PCC Work in Foundation 106.21944 minus 1.0621944 105.1572456 cum
Total PCC Work in Foundation 105.157246multiply 1.5 157.7358684 cum
Total Brick Masonary Work in Foundation 91.6704 cum
Brick Volume in 1 cum Brick Masonary 500 0.19 0.09 0.09 0.7695 cum
Total volume of brick 91.6704 multiply 0.7695 70.5403728 cum
Total Volume of Masonary(Cement Motar) 91.6704 minus 70.5403728 21.1300272 cum
Total Volume of Masonary(Cement Motar) 21.1300272multiply 1.25 26.412534 cum
Total Number of Bricks (at he rate 500 Bricks per cum
Brick Masonary)
91.6704 @ 500 per cum 45835.2
cum
S. No. Description No.Length (m)Width (m) Height(m) Quantity Unit
Floor Area Calculation Area Perimeter
Ground Floor
Room 1 96.14 43.21 96.14 sqm
Detailed Estimation (SMB of Lecture Hall)
SUB STRUCTURE CALCULATION
SUPER STRUCTURE CALCULATION

2. Room 2 96.88 43.1 96.88 sqm
Room 3 99.72 43.64 99.72 sqm 0
Room 4 98.92 43.72 98.92 sqm
Back Office
B1 12.76 19.28 12.76 sqm
B2 8.48 11.81 8.48 sqm
B3 11.48 17.36 11.48 sqm
toilet 38.69 45.83 38.69 sqm 0
toilet Skrting 45.83 0.1 4.583 sqm
Front Office 13.9 19.09 13.9 sqm
Passage Without stairs 124.71 92.89 124.71 sqm
Behind Front Stairs 13.09 15.2 13.09 sqm
behind Back Stairs 12.44 14.89 12.44 sqm
Cement Concrete flooring 463.07 sqm
Tiles Flooring 150.24 sqm
Total Flooring 613.31 sqm
1st Floor
Cement Concrete flooring 463.07 sqm
Tiles Flooring 150.24 sqm Tiles
Total Flooring 613.31 sqm skirting
Total Cement Concrete Flooring (1:2:4) 926.14 sqm
Total Tiles Flooring 300.48 sqm
Skirting
Ground Floor Perimeter
Room 1 43.21 0.1 4.321 sqm
Room 2 43.1 0.1 4.31 sqm
Room 3 43.64 0.1 4.364 sqm
Room 4 43.72 0.1 4.372 sqm
Back Office
B1 19.28 0.1 1.928 sqm
B2 11.81 0.1 1.181 sqm
B3 17.36 0.1 1.736 sqm
Front Office 19.09 0.1 1.909 sqm
Passage Without stairs 92.89 0.1 9.289 sqm
Behind Front Stairs 15.2 0.1 1.52 sqm
behind Back Stairs 14.89 0.1 1.489 sqm
Total Skirting 41.002 sqm

3. 1st Floor
Total Skirting 41.002 sqm
Total Skirting 82.004 sqm
Beam
Ground Floor
Concrete Used In Beam
B1 to B5 5 19.98 0.33 0.55 18.13185 cum
B6 1 18.72 0.33 0.55 3.39768 cum
B7 and B8 2 19.27 0.33 0.55 6.99501 cum
B9 1 11.8 0.33 0.55 2.1417 cum
B10 1 20.34 0.33 0.55 3.69171 cum
B11 1 10.91 0.33 0.55 1.980165 cum
A 1 26.67 0.3 0.35 2.80035 cum
B 1 26.01 0.3 0.35 2.73105 cum
C 1 26.34 0.3 0.35 2.7657 cum
D 1 23.97 0.3 0.35 2.51685 cum
E 1 4.3 0.3 0.35 0.4515 cum
F 1 1.17 0.3 0.35 0.12285 cum
G and H 2 2.76 0.3 0.35 0.5796 cum
Total Concrete Used In Beam 48.306015 cum
1st Floor
Concrete Used In Beam(same as (G.F.) 48.306015 cum
Total RCC Work In Beam 96.61203 cum
Steel Used In Beam
Steel @2 percent of volume of Concrete 96.61203 @ 2% 1.9322406 cum
Steel in Beam (volume*7850/1000) 15.16808871 Tonne
PCC Work in Beam 96.61203 minus 1.9322406 94.6797894 cum
PCC Work in Beam 94.6797894multiply 1.5 142.0196841 cum
Slab Area Height
RCC Work In First Floor Slab 1 743.274 0.2 148.6548 cum
RCC Work In Terrace 1 719.43 0.25 179.8575 cum
RCC Work in Mumty 1 40.875 0.2 8.175 cum
Total RCC Work In Slab 336.6873 cum
Steel Used In Slab
Steel @1 percent of volume of Concrete 336.6873 @ 1% 3.366873 cum

4. Steel in Beam (volume*7850/1000) 26.42995305 Tonne
PCC Work In Slab 336.6873 minus 3.366873 333.320427 cum
PCC Work In Slab 333.320427multiply 1.5 499.9806405 cum
Column
RCC Work in Column 51 0.6 0.3 8.49 77.9382 cum
Steel Used In Column
Steel @2 percent of volume of Concrete 77.9382 @ 2% 1.558764 cum
PCC Work In Column 77.9382 minus 1.558764 76.379436 cum
PCC Work In Column 76.379436 multiply 1.5 114.569154 cum
Stair Case area length
total 4.45 1.35 6.0075 cum
extra length at landing 1.27 1.42 1.8034 cum
Total RCC Work in Stair Case 7.8109 cum
Steel @0.5 percent of volume of Concrete 7.8109 @ 0.5 pe 0.0390545 cum
Steel in Stair Case (volume*7850/1000) 0.306577825 Tonne
PCC Work in stair case 7.8109 minus 0.0390545 7.7718455 cum
PCC Work in Stair Case 7.7718455 multiply 1.5 11.65776825 cum
Brick Masonary Work
Ground Floor
Rooms
Room 1
Long Wall 2 9.14 0.2 3.12 11.40672 cum
Short Wall 1 16.02 0.2 3.12 9.99648 cum
Room 2
Long Wall 2 9.8 0.2 3.12 12.2304 cum
Short Wall 1 7.68 0.2 3.12 4.79232 cum
Room 3
Long Wall 2 9.88 0.2 3.12 12.33024 cum
Short Wall 2 8.59 0.2 3.12 10.72032 cum
Room 4
Long Wall 2 9.86 0.2 3.12 12.30528 cum
Short Wall 2 7.93 0.2 3.12 9.89664 cum
Back Office
B1
Long Wall 1 8.6 0.2 3.12 5.3664 cum
Short Wall 1 7.405 0.2 3.12 4.62072 cum
B2
Long Wall 1 3.38 0.2 3.12 2.10912 cum

5. Short Wall 2 2.9 0.2 3.12 3.6192 cum
B3
Long Wall 1 5.47 0.2 3.12 3.41328 cum
Short Wall 1 5.455 0.2 3.12 3.40392 cum
Toilet
Long Wall 1 16.02 0.2 3.12 9.99648 cum
Short Wall 3 4.3 0.2 3.12 8.0496 cum
Front ffice
Long wall 1 7.38 0.2 3.12 4.60512 cum
Short Wall 1 4.4 0.2 3.12 2.7456 cum
Passage
Front Stairs
Long Wall 1 7.95 0.2 3.12 4.9608 cum
Short Wall 1 2.79 0.2 3.12 1.74096 cum
Back Stairs
Wall 2 2.7 0.2 3.12 3.3696 cum
Back Passage 1 2.96 0.2 3.12 1.84704 cum
Total Brick Masonary Work 143.52624 cum
Deductions
Deduction in Rooms
D 8 1.2 0.2 2.35 4.512 cum
W1 12 1.8 0.2 1.53 6.6096 cum
Deduction in Back Office
D1 3 1.2 0.2 2.35 1.692 cum
D3 2 0.88 0.2 2.35 0.8272 cum
W3 1 1.2 0.2 1.53 0.3672 cum
W1 1 1.8 0.2 1.53 0.5508 cum
Deduction in Toilet
D1 1 1 0.2 2.35 0.47 cum
D2 1 0.88 0.2 2.35 0.4136 cum
W3 1 1.2 0.2 1.53 0.3672 cum
W5 3 0.59 0.2 0.59 0.20886 cum
V 1 0.59 0.2 0.59 0.06962 cum
W2 2 1.4 0.2 1.53 0.8568 cum
Deduction in Front Office
D 1 1.2 0.2 2.35 0.564 cum
D2 1 0.88 0.2 2.35 0.4136 cum
V1 1 0.8 0.2 0.76 0.1216 cum
W1 1 1.8 0.2 1.53 0.5508 cum
Deduction in Passage

6. W1 2 1.8 0.2 1.53 1.1016 cum
W 1 2.11 0.2 1.53 0.64566 cum
Back Passage Door 1 2.36 0.2 2.35 1.1092 cum
Front Main Door 1 2.96 0.2 2.35 1.3912 cum
Deductions 22.84254 cum
Addition
Addition in Rooms
Sunshed in window (W1)
Long Side (Horizontal) 24 2.04 0.45 0.1 2.2032 cum
Short Side(Vertical) 24 1.53 0.45 0.1 1.6524 cum
Addition in Back Office
Sunshed in window (W1)
Long Side (Horizontal) 2 2.04 0.45 0.1 0.1836 cum
Short Side(Vertical) 2 1.53 0.45 0.1 0.1377 cum
Addition in Toilet
Sunshed in Ventilation V
Long Side (Horizontal) 6 0.83 0.45 0.1 0.2988 cum
Short Side(Vertical) 6 0.59 0.45 0.1 0.2124 cum
Sunshed in window W2 two no of windows
Long Side (Horizontal) 2 3.25 0.45 0.1 0.1395 cum
Short Side(Vertical) 2 1.53 0.45 0.1 0.0531 cum
Sunshed in window W5
Long Side (Horizontal) 6 0.83 0.45 0.1 0.29322 cum
Short Side(Vertical) 6 1.53 0.45 0.1 0.1377 cum
Addition in Front Office
Sunshed in Ventilation V1
Long Side (Horizontal) 2 0.925 0.45 0.1 0.08325 cum
Short Side(Vertical) 1 1 0.45 0.1 0.045 cum
Sunshed in window W1
Long Side (Horizontal) 2 2.04 0.45 0.1 0.1836 cum
Short Side(Vertical) 2 1.53 0.45 0.1 0.1377 cum
Addition in Passage
Stair Case Window W1
Long Side (Horizontal) 2 2.04 0.45 0.1 0.1836 cum
Short Side(Vertical) 2 1.53 0.45 0.1 0.1377 cum
Back Passage Window Sunshade W 2
Long Side (Horizontal) 2 2.35 0.45 0.1 0.2115 cum 1
Addition 6.29397 cum 2
1
Total Brick Masonary in 1st Floor Work After Deduction
and Addition
126.97767
cum 1

7. 1st Floor 2
Total Brick Masonary in 1st Floor 126.97767 cum 3
Mumty 3
Brick Masonary in Mumty
Long Wall 4 4.99 0.2 3.12 12.45504 cum
Short Wall 4 2.7 0.2 3.12 6.7392 cum
Deductions
D 2 1.2 0.2 2.35 1.128 cum
Total Brick Masonary in Mumty After Deduction 18.06624 cum
2
Total Brick Masonary Work After Deduction 272.02158 cum 1
Brick Volume in 1 cum Brick Masonary 500 0.19 0.09 0.09 0.7695 cum 18
Total volume of brick 272.02158 multiply 0.7695 209.3206058 cum
Total Volume of Masonary(Cement Motar) 272.02158 minus 209.3206058 62.70097419 cum
Total Volume of Masonary(Cement Motar) 62.7009742multiply 1.25 78.37621774 cum
Total Number of Bricks (at he rate 500 Bricks per cum
Brick Masonary)
272.02158 @ 500 per cum 136010.79
cum
Internal Plaster Calculation ( T= 15 mm) Perimeter Heigt
Ground Floor
Room 1 43.21 3.47 149.9387 sqm
Room 2 43.1 3.47 149.557 sqm
Room 3 43.64 3.47 151.4308 sqm
Room 4 43.72 3.47 151.7084 sqm
Back Office
B1 19.28 3.47 66.9016 sqm
B2 11.81 3.47 40.9807 sqm
B3 17.36 3.47 60.2392 sqm
toilet 45.83 3.47 159.0301 sqm
Front Office 19.09 3.47 66.2423 sqm
Passage 110.66 3.47 383.9902 sqm
Total 1380.019 sqm
Deductions
Deduction in Rooms
D 8 1.2 2.35 22.56 sqm
W 12 1.8 1.53 33.048 sqm
Deduction in Back Office
D1 3 1.2 2.35 8.46 sqm
D3 2 0.88 2.35 4.136 sqm
W1 1 1.8 1.53 2.754 sqm

8. Deduction in Toilet
D1 1 1 2.35 2.35 sqm
D2 1 0.88 2.35 2.068 sqm
W3 1 1.2 1.53 1.836 sqm
V 3 0.59 0.59 1.0443 sqm
W5 3 0.59 0.59 1.0443 sqm
W2 2 1.4 1.53 4.284 sqm
Deduction in Front Office
D 1 1.2 2.35 2.82 sqm
D2 1 0.88 2.35 2.068 sqm
V1 1 0.8 0.76 0.608 sqm
W1 1 1.8 1.53 2.754 sqm
Deduction in Passage
W1 2 1.8 1.53 5.508 sqm
W 1 2.11 1.53 3.2283 sqm
Back Passage Door 1 2.36 2.35 5.546 sqm
Front Main Door 1 2.96 2.35 6.956 sqm
Deduction in Stair case 2 6.25 2.7 33.75 sqm
Total 146.8229 sqm
Addiion
Addition in Rooms
D 8 1.2 0.2 1.92 sqm
W1 12 1.8 0.65 14.04 sqm
Addition in Back Office
D1 3 1.2 0.2 0.72 sqm
D3 2 0.88 0.2 0.352 sqm
W1 1 1.8 0.65 1.17 sqm
Addition in Toilet
D1 1 1 0.2 0.2 sqm
D2 1 0.88 0.2 0.176 sqm
W3 1 1.2 0.65 0.78 sqm
V 3 0.59 0.65 1.1505 sqm
W5 3 0.59 0.65 1.1505 sqm
W2 2 1.4 0.65 1.82 sqm
Addition in Front Office
D 1 1.2 0.2 0.24 sqm
D2 1 0.88 0.2 0.176 sqm
V1 1 0.8 0.65 0.52 sqm
W1 1 1.8 0.65 1.17 sqm
Addition in Passage
W1 2 1.8 0.65 2.34 sqm
W 1 2.11 0.65 1.3715 sqm
Back Passage Door 1 2.36 0.2 0.472 sqm

9. Front Main Door 1 2.96 0.2 0.592 sqm
Addition in Stair Case
Sloping 4 3.5 1.35 18.9 sqm
Landing 4 0.88 2.77 9.7504 sqm
Total 59.0109 sqm
Total Internal Plaster in Ground Floor 1292.207 sqm
Total Internal Plaser in 1st Floor 1292.207 sqm
External Plaster (T = 20 mm) 1 133.49 8.76 1169.3724 sqm
Total Plaster in Building 2461.5794 sqm
Total Plaster 2461.5794 multiply 1.3 3200.05322 sqm
Total paint Area 2461.5794 sqm
Total paint Area 2461.5794 multiply 1.3 3200.05322 sqm
Wood Work
Wood Work in Door
D 9 1.17 0.03 2.03 0.641277 cum
D1 4 0.96 0.03 2.03 0.233856 cum
D2 2 0.84 0.03 2.03 0.102312 cum
D3 5 0.72 0.03 1.9 0.2052 cum
Total Wood Work 1.182645 cum
Total Wood Work 1.182645 multiply 1.3 1.5374385 cum
Glass Work
Ground Floor
Glass Work In Door
D 2 0.59 0.29 0.3422 sqm
D1 2 0.48 0.29 0.2784 sqm
D2 2 0.42 0.29 0.2436 sqm
D3 2 0.34 0.29 0.1972 sqm
Glass Work In Window
W 1 2.11 1.53 3.2283 sqm
W1 16 1.8 1.53 44.064 sqm
W2 2 1.4 1.53 4.284 sqm
W3 2 1.2 1.53 3.672 sqm
W4 1.06 1.53 0 sqm
W5 3 0.59 1.53 2.7081 sqm
Glass Work In Ventilation
V 3 0.59 0.59 1.0443 sqm
!st Floor

10. V1 1 0.8 0.76 0.608 sqm
Total Glass Work 60.6701 sqm
First Floor
same as Ground Floor 60.6701 sqm
Total Glass Work in Building 121.3402 sqm
Total Glass Work in Building 121.3402 multiply 1.3 157.74226 sqm
Steel Frame
In Stair Case 2 50 100 kg
Cast iron frame
Ground Floor
In Door kg/item
D 2 25 50 kg
D1 2 24 48 kg
D2 2 22 44 kg
D3 2 20 40 kg
Frame In Window
W 1 25 25 kg
W1 16 20 320 kg
W2 2 18 36 kg
W3 2 17 34 kg
W4 2 40 80 kg
W5 3 15 45 kg
Frame In Ventilation
V 3 10 30 kg
V1 1 12 12 kg
total Cast Iron 764 kg
0.764 Tonne
First Floor
Same as Ground Floor 0.764 Tonne
Total Cast Iron Used in Building 1.528 Tonne
Total Cast Iron Used in Building 1.528 multiply 1.3 1.9864 Tonne

14. Length Width Height LengthWidth Height
W Back passage window 2.11 0.2 1.53 2.11 0.002 1.53
W1 Rooms Window 1.8 0.2 1.53 1.8 0.002 1.53
W2 1.4 0.2 1.53 1.4 0.002 1.53
W3 1.2 0.2 1.53 1.2 0.002 1.53
W4 Main Gate Side Window 1.06 0.2 1.53 1.06 0.002 1.53
W5 Toilet Window 0.59 0.2 1.53 0.59 0.002 1.53
Length Width Height LengthWidth HeightNumberLength Width Thickness
D Room Doors 1.2 0.2 2.35 1.17 0.03 2.03 2 0.59 0.29 0.005
D1 Back Office and Toilet 1 0.2 2.35 0.96 0.03 2.03 2 0.48 0.29 0.005
D2 Entrance of Toilet 0.88 0.2 2.35 0.84 0.03 2.03 2 0.42 0.29 0.005
D3 Toilet Door 0.76 0.2 2.35 0.72 0.03 1.9 2 0.34 0.29 0.005
Length Width Height LengthWidth Height
V toilet Ventilation 0.59 0.2 0.59 0.59 0.005 0.59
V1 Front Office Ventilation 0.8 0.2 0.76 0.8 0.005 0.76
Ventilation Name
For Deduction
For Glass
Door Name
For Glass
Description
Description
Description
For GlassFor Deduction For Wood Work
General Specification
For Deduction
Window Name

15. S.R. No.Ref to Dar Description Unit Quantity Unit Rate Cost
1 6.1.1 Cement Motar 1:4 ( 1 cement : 4 coarse sand) 26.41 cum 6761 178558.01
Labour Charge 1074 28364.34
2 Bricks 45836 9 412524
1.5 68754
3 4.1.2 PCC of M20 Grade ( 1:1.5:3 ) 157.74 cum 7592 1197562.08
Labour Charge 959 151272.66
4 Steel ( Rate as per SAIL official website ) 8.34 tonne 62000 517080
2500 20850
2554115.09
5 Flooring
11.3 Cement Concrete Flooring 1:2:4 926.14 sqm 437 404723.18
Labour Charge 158 146330.12
Tiles 300.48 sqm 1180 354566.4
500 150240
6 Skirting 82.1 sqm 1180 96878
500 41050
7 Beam
4:20.2.1PCC of M15 Grade ( 1;2:4 ) 142.02 cum 7952 1129343.04
Labour Charge 1219 173122.38
Steel ( Rate as per SAIL official website ) 15.17 Tonne 62000 940540
2500 37925
8 Slab
4:20.2.1PCC of M15 Grade ( 1;2:4 ) 499.98 cum 7952 3975840.96
Abstract Chart (Lecture Hall Building)
Total
Sub Structure Up to Plinth Beam
Super Structure

16. Labour Charge 1219 609475.62
Steel ( Rate as per SAIL official website ) 26.43 Tonne 62000 1638660
2500 66075
9 Column
4.1 PCC of M15 Grade ( 1;2:4 ) 114.57 cum 8686 995155.02
Labour Charge 1788 204851.16
Steel ( Rate as per SAIL official website ) 1.56 Tonne 62000 96720
2500 3900
10 Stair Case
PCC of M15 Grade ( 1;1.5:3 ) 11.66 cum 8686 101278.76
Labour Charge 1788 20848.08
Steel ( Rate as per SAIL official website ) 1.56 Tonne 62000 96720
2500 3900
11 Brick Masonary Work
6.4.1 Cement Motar 1:4 ( 1 cement : 4 coarse sand) 78.38 cum 7526 589887.88
Labour Charge 1828 143278.64
Bricks 136011 9 1224099
1.5 204016.5
12 Paint 3200.05 sqm 150 480007.5
50 160002.5
13 13.5.1 Plster 3200.05 sqm 222 710411.1
125 400006.25
14 Wood Work
Room Door D 22 4000 88000
Back Office and Toilet D1 8 3200 25600
Entrance of Toilet D2 4 3000 12000
Toilet Door D3 10 2500 25000
15 Glass Work 157.74 sqm 1000 157740
150 23661
16 Steel 0.1 Tonne 62000 6200
2500 250

17. 17 Cast Iron 1.99 Tonne 45000 89550
15627853.09
Total Cost 18181968.18
Lump Sum Amounts
Total