COSTING CALCULATIONS: LOCATION: NCR DATE:
REVISION: 0
CLIEN ENQUIRY #150x300X24 FEET KAMDHENU
ENQUIRY #150x300X24 FEET KAMDHENU 2350 13 30550 3666 34216
0 0
0 0
0 0
EXCISE
STRUCTURAL COMPONENTS WEIGHT UNIT RATE VALUE CESS(%) SALES TAX (%)
DUTY(%)
WEIGHT OF BUILT-UPS = 34216 75.00 2,566,200.00 0 0 0
END WALL COLUMN 3000 75.00 225,000.00 0 0 0
STAIR CASE 18 NOS. 75.00 0.00 0 0 0
ANCHOR BOLT = 1861 75.00 139,560.00 0 0 0
JOIST 75.00 0.00 0 0 0
CADGE LEDDER 7 NOS. 75.00 0.00 0 0 0
RAILING 50X50 SQR 75.00 0.00 0 0 0
CANOPY FRONT SIDE 75.00 0.00 0 0 0
CANOPY 2 MTR. WIDE 5 NOS. 6250 75.00 468,750.00 0 0 0
CANOPY 6 MTR. WIDE 2 NOS. 75.00 0.00 0 0 0
WEIGHT OF COLDFORMS = 23275 75.00 1,745,603.81 0 0 0
WEIGHT OF ACCESSORIES = 7758 75.00 581,867.94 0 0 0
WEIGHT OF DECKING = 0 75.00 0.00 0 0 0
WEIGHT OF HARDWARES = 1515 120.00 181,796.25 0 0 0
TOTAL WEIGHT = 77875 (Kg) TOTAL VALUE =
SHEET METAL
SHEETING COMPONENTS AREA UNIT RATE VALUE EXCISE DUTY(%) CESS(%) SALES TAX (%)
ROOFING = HIGH RIB 0.47 4601 350.00 1,610,369.57 0 0 0
SIDE CLADDING = HIGH RIB 0 1921 350.00 672,256.10 0 0 0
SKYLIGHT = FRP SHEET 2 MM THK. 184 850.00 156,435.90 0 0 0
SKYLIGHT = WALL FRP SHEET 2 MM THK. 61 0.00 0.00 0 0 0
LOUVERS 1500X3000 4 NOS. 0 0.00 0.00 0 0 0
FLASHINGS = CAZ (SQM) 978 400.00 391,307.26 0 0 0
DOWN TEK PIPE CAZ (SQM) 220 400.00 87,804.88 0 0 0
VALLEY GUTTER & D/P 4MM THK. FIBER SHEET IN MTR. 0 0.00 0.00 0 0 0
TURBO NOS 12 4500.00 54,000.00 0 0 0
FOAM CLOSURE (LENGTHWISE) (NOS.) 0 0.00 0.00 0 0 0
TOTAL AREA = 4183 (Sqm) 2.47 (Kg/Sq Ft) TOTAL VALUE =
CALCULATION OF FRIEGHT
ENQUIRY #150x300X24 FEET KAMDHENU 111201.81
WEIGHT OF SHEETING = 33.20 56.70 84.86
WEIGHT OF STRUCTURES = 78.00
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TOTAL WEIGHT = 111.20 74000
3700
NUMBER OF TRUCKS REQUIRED = 77700
FREIGHT PER TRUCK = 90 1500
79200 TOTAL FREIGHT =
TOTAL VALUE =
ADD 10 PERCENT :
PRICE TO QUOTE =
INSTALLATION CHARGES
INSTALLATION OF STRUCTURES& SHEETING = @ 5
TOTAL COST =
COST PER SQUARE FEET (SUPPLY) = 198
TOTAL = 203
Basic Building Dimensions : NCR
LOCATION:
ENQUIRY #150x300X24 FEET KAMDHENU
Building Type MS3 Revision = 0
Width = 45.73 m C/C Length O/O = 91.46 m O/O
Roof slope = 1 :10 Eaves ht. = m
Bay Spacing= 7.622 m Clear Height = 7.40 m
NO. OF BAYS = 12
End Bay number = 6
End Bay sp. = 7.622 m Max rafter depth= 0.67 m
Purlin spacing = 1.5 m No. of braced bay= 0.00
Girt spc. = 1.5 m Base Condition PINNED
FEW Brick Wall ht. = 1.98 m BUILDING CONDITION ENCLOSED
BEW Brick Wall ht. = 1.98 m Built-up Material Yeild Stress 345.00 MPa
LSW Brick Wall ht. = 1.98 m Cold Formed Material Yeild Stress 345.00 MPa
RSW Brick Wall ht. = 1.98 m SKYLIGHT SHEETS 4 % OF ROOF AREA
Wind Speed = 47 m/s
Roof cladding material: HI RIB
Wall cladding material: HI RIB
CRANE CAPACITY TONS CRANE IN EACH WIDTH MODULE
CRANE BRACKET HEIGHT m
MEZZANIANE AREA 0 m (W) 0.00 m (L) = 0.00
MEZANIANE DEAD LOAD 0 KN/SQM
MEZANIANE LIVE LOAD 0 KN/SQM
MEZZANIANE GRID 0 MX 0M
BUILDING CONDITION ENCLOSED
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Design Code MBMA 2012 Additional Important Notes to be followed
Deflection Limit Span/180 Eh/100 1
Dead load on roof= 30 Kg/m² 2
Live Load 75 Kg/m² 3
Collateral load on roof= 0 Kg/m² 4
Roof Purlin Size, Z 200 1.75 5
Girt Size, Z 200 1.75 6
Cross - Sectional Reference
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TOTAL VALUE
2,566,200.00
225,000.00
0.00
139,560.00
0.00
0.00
0.00
0.00
468,750.00
0.00
1,745,603.81
581,867.94
0.00
181,796.25
5,908,778.00
TOTAL VALUE
1,610,369.57
672,256.10
156,435.90
0.00
0.00
391,307.26
87,804.88
0.00
54,000.00
0.00
2,972,173.71
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0
8,880,952
8,880,952
556,009
9,436,961
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7.5
7 7 45.73 59.73171 39.82114 5.2
7 7 14 9.333333 5.2
7.5
8 8 45.73 61.73171 41.15447 5.2
6.7 6.7 13.4 8.933333 5.2
raling PIPE
length 200
Q L W
VERTICAL PIPE 400 1 4.2
H PIPE 3 200 4.2
CANOPY 2.5 16 750 12000
CANOPY 5.5 4 1200 4800
16800
ridge vent weight
frame flate 0.2 1.57 0.314 210 65.94
frane' 2.4 1.57 3.768 210 791.28
91.46 18939.32 box trim 0.4 0.7 0.0005 2 2.198
45.73 2219.512 end cap 1.3 0.8 0.0005 2 8.164
21158.83 counter trim 1.3 0.5 0.0005 2 5.1025
2115.883 Apron Trim 2.5 0.61 0.0005 88 526.735
23274.72 ridge cap 2.5 0.61 0.0005 44 263.3675
clousure box 2.5 1.081 0.0005 88 933.4435
flate closure 1 0.4 0.0005 2 3.14
trips 0.61 0.05 0.0005 210 25.13963
91.46 19573.47 jali 106 0.61 0.0001 1 212
45.73 2124.39 2836.51
21697.86 104
2169.786 27.27414
23867.64 2181.931
T
1680
2520
4200
FRONT 58.875
CANOPY 75.36
75.36
COL 209.595 21 4401.495 9042.4 13443.9
RAFTER 211.95 3600 3600
188.4 17043.9
188.4 21445.39
588.75 21 12363.75
16765.245
