COSTING CALCULATIONS: LOCATION: N.
INDIA DATE:
REVISION: 0
CLIENT: BLD-392 R2 WITH SOLAR LOAD WITH 3D ANALYSIS
PEB 11200 1568 12768 26 331968
0 0 0 0
0 0 0 0
0 0 0 0
STRUCTURAL COMPONENTS WEIGHT UNIT RATE VALUE EXCISE DUTY(%) CESS(%) SALES TAX (%) TOTAL VALUE
WEIGHT OF BUILT-UPS = 331968 80 26,557,440.00 0 0 0 26,557,440.00
END WALL COL. 6400 80 512,000.00 0 0 0 512,000.00
STUD PIPE 200 NB 80 0.00 0 0 0 0.00
ANGLE BRACING 100X100X10 MM STAR 80 0.00 0.00
ANCHOR BOLT 9959 80 796,723.20 0 0 0 796,723.20
WEIGHT OF CANOPIES = 18 NOS. 3 MTR 11700 80 936,000.00 0 0 0 936,000.00
STUD PIPE 100 NB 4320 80 345,600.00 0 0 0 345,600.00
WEIGHT OF COLDFORMS = 71357 80 5,708,581.35 0 0 0 5,708,581.35
WEIGHT OF ACCESSORIES = 23786 80 1,902,860.45 0 0 0 1,902,860.45
WEIGHT OF DECKING = 0 80 0.00 0 0 0 0.00
WEIGHT OF HARDWARES = 6639 100 663,936.00 0 0 0 663,936.00
TOTAL WEIGHT = 466129 (Kg) TOTAL VALUE = 37,423,141.00
SHEET METAL
SHEETING COMPONENTS AREA UNIT RATE VALUE EXCISE DUTY(%) CESS(%) SALES TAX (%) TOTAL VALUE
ROOFING = STANDING SEAM 0.55 19055 380 7,240,909.32 0 0 0 7,240,909.32
SIDE CLADDING = CAZ (SQM) 3423 380 1,300,861.60 0 0 0 1,300,861.60
SKYLIGHT = FRP 572 850 485,903.13 0 0 0 485,903.13
ROOFING INSULATION ROCKWOOL 0.00 0 0 0 0.00
CLADDING INSULATION 50mm THICK 16 Kg/Cum 0.00 0 0 0 0.00
FLASHINGS = CAZ (SQM) 2287 380 868,909.12 0 0 0 868,909.12
EAVES GUTTER & D/P = CAZ (SQM) 530 400 211,971.20 0 0 0 211,971.20
VALLEY GUTTER & D/P = 1.2 MM GI (SQM) 0 600 0.00 0 0 0 0.00
TURBOVENT 24" THROAT DIA (NOS.) 0 5500 0.00 0 0 0 0.00
FOAM CLOSURE (LENGTHWISE) (NOS.) 0 0.00 0 0 0 0.00
TOTAL AREA = 18107 (Sqm) 2.98 (Kg/Sq Ft) TOTAL VALUE = 10,108,554.37
CALCULATION OF FRIEGHT
BLD-392 R2 WITH SOLAR LOAD WITH 3D ANALYSIS TOTAL WEIGHT IN KG. 580110
WEIGHT OF LAKKAD PAINT = 5.00 M.T.
WEIGHT OF SHEETING = 108.11 MT TOTAL RATE IN KG. 87
WEIGHT OF STRUCTURES = 467.00 MT TOTAL AREA IN SQFT. 194826
TOTAL WEIGHT = 580.11 MT
NUMBER OF TRUCKS REQUIRED = 61
FREIGHT PER TRUCK = 0 Rs
TOTAL FREIGHT =
TOTAL VALUE = 47,531,695.37
PRICE TO QUOTE = 47,531,695.37
INSTALLATION CHARGES
INSTALLATION OF STRUCTURES& SHEETING = @ 5 PER KG 2,900,552.16
TOTAL COST = 50,432,248.00
COST PER SQUARE FEET (SUPPLY) = 244 Rs per Sqft.
TOTAL INCLUDE ERECTION = 259 Rs per Sqft.
Basic Building Dimensions : LOCATION: N. INDIA
BLD-392 R2 WITH SOLAR LOAD WITH 3D ANALYSIS
Building Type MS-4 4@23.9175 Revision = 0 197 197
Width = 95.670 m O/O Length C/C = 189.260 m O/O 10 97
Roof slope = 5.71 31.89 Eaves ht. = m 19.7 2.0309278
Bay Spacing= 7.570 m Clear Height = 9.15 m
NO. OF BAYS = 25
End Bay number = 12
End Bay sp. = 7.973 m Max rafter depth= 0.65 m
Purlin spacing = 1.5 m No. of braced bay= 2
Girt spc. = 1.6 m Base Condition fix/pind
Brick Wall ht. = 5.30 m BUILDING CONDITION ENCLOSED
Wind Speed = 47 m/s
Roof cladding material: G SEAM 0.55
Wall cladding material: CAZ (SQM)
CRANE CAPACITY 0 TONS 0 CRANE IN EACH WIDTH MODULE
CRANE BRACKET HEIGHT 0 m
MEZZANIANE AREA 0 m (W) 0 m (L) = 0.00
MEZANIANE DEAD LOAD 0 KN/SQM
MEZANIANE LIVE LOAD 0 KN/SQM
MEZZANIANE GRID 0 MX 0M
BUILDING CONDITION ENCLOSED
Design Code MBMA Additional Notes to be followed
Deflection Limit Span/180 Eh/100 1
Dead load on roof= 15 Kg/m² 2
Live Load 57 Kg/m² 3
Collateral load on roof= 0 Kg/m² 4
Purlin Size, Z 200 1.6 5
Cross - Sectional Reference
10.5
924
6 5 95.67 106.67 71.11333
8 7 0 15 10
BLD. -4 mtr clear
6 6 23 35 23.33333
6 1 0 7 4.666667
BLD. -4 mtr clear
4 1 5 10 6.666667
5 5 0 10 6.666667
CLADDING
LENGTH HIGHT TOTAL CLADDING
4.5 189.26 60565.09 RIGHT SIDE 189.26 5.00 946.3
4.5 95.67 4305.15 LEFT SIDE 189.26 5.00 946.3
64870.24 FRONT 95.67 8 765.36
6487.024 BACK 95.67 8 765.36
TOTAL CF = 71357.27 3423.32
LENGTH HIGHT TOTAL CLADDING
5.5 26.00 3336.667 RIGHT SIDE 26.00 1.00 26
5.5 23.00 590.3333 LEFT SIDE 26.00 1.00 26
3927 FRONT 23.00 3.35 77.05
392.7 BACK 23.00 3.35 77.05
TOTAL CF = 4319.7 206.1
LENGTH HIGHT TOTAL CLADDING
5 25.00 833.3333 RIGHT SIDE 25.00 -56.00 -1400
5 5.00 166.6667 LEFT SIDE 25.00 -56.00 -1400
1000 FRONT 5.00 -56 -280
100 BACK 5.00 -56 -280
TOTAL CF = 1100 -3360
76776.97
PRIMARY BUILTUP 242350 274
COLF FORM 71357.27
STUD PIPES 4800
BRASING 0
ANCHOR BOLT 11000 11
SUPPORT REACTION SHEET = PROJECT-392
EQ=Seismic Load , DL=Dead Load, LL=Live Load, W1-W6 = Wind Load
Force-X Force-Y
Node Load Combination Force-Z kN Moment-X kNm
kN kN
1 DL+EQ-X 16.865 46.65 0 0
DL+EQ+X 20.787 49.01 0 0
DL+LL 51.38 117.955 0 0
DL+W1 -32.515 -39.445 0 0
DL+W2 5.094 -6.311 0 0
DL+W3 -27.693 -10.391 0 0
DL+W4 -27.693 -10.391 0 0
DL+W5 -4.084 -36.056 0 0
DL+W6 0.704 -6.997 0 0
8 DL+EQ-X -20.787 49.011 0 0
DL+EQ+X -16.867 46.653 0 0
DL+LL -51.383 117.961 0 0
DL+W1 -5.094 -6.312 0 0
DL+W2 32.518 -39.448 0 0
DL+W3 -9.916 22.744 0 0
DL+W4 -9.916 22.744 0 0
DL+W5 4.085 -36.058 0 0
DL+W6 -0.703 -6.998 0 0
42 DL+EQ-X -3.509 90.878 0 0
DL+EQ+X 6.991 91.725 0 0
DL+LL 3.803 235.429 0 0
DL+W1 -0.1 -20.968 0 0
DL+W2 -1.947 -81.924 0 0
DL+W3 1.232 35.129 0 0
DL+W4 1.232 35.129 0 0
DL+W5 -1.866 -72.65 0 0
DL+W6 -0.533 -16.557 0 0
44 DL+EQ-X -6.991 91.733 0 0
DL+EQ+X 3.51 90.885 0 0
DL+LL -3.8 235.445 0 0
DL+W1 1.949 -81.928 0 0
DL+W2 0.096 -20.968 0 0
DL+W3 0.617 -25.828 0 0
DL+W4 0.617 -25.828 0 0
DL+W5 1.864 -72.652 0 0
DL+W6 0.532 -16.557 0 0
1X DL+LL+W1 35.508 23.931 0 0
CT-392
1-W6 = Wind Load
Moment-Y kNm Moment-Z kNm
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 30.836
0 -39.8
0 -8.053
0 5.472
0 -0.737
0 1.594
0 1.594
0 5.505
0 1.624
0 39.778
0 -30.861
0 7.987
0 0.742
0 -5.441
0 4.603
0 4.603
0 -5.482
0 -1.616
0 0
26 52 6 312
52 8 416
18 6 108
836 4180
