PAL-TECH-22-0255-2BR (G+1) SEMI ATTACHED-Detailed
PAL-TECH-22-0255-2BR (G+1) SEMI ATTACHED-Detailed
PAL-TECH-22-0255-2BR (G+1) SEMI ATTACHED-Detailed
ROUGH QUANTITIES FOR EMAR ALJANOUB NHC PROJECT IN MAKKAH MADINAH & AS SULAYYIL
PROJECT DATA
Built Up Area
ITEMS
(Structural) (m2)
GF 280.43
1F 280.43
2F 0.00
URF 0.00
0.00
0.00
0.00
0.00
0.00
0.00
TOTAL 560.86 -
1- FOOTINGS
Reinf .
Plain Concrete Steel As Ratio
Description Concrete
m3 m3 Kg Kg/m3
4 - COLUMNS
Concrete As As Ratio
Description
m3 Kg Kg/m3
COLUMNS 0.00 0.00 130
STIRRUPS 0 90
TOTAL - -
5 - BEAMS
Concrete As As Ratio
Description
m3 Kg Kg/m3
7 - SLAB ON GRADE
Concrete Steel As Ratio
Description
m3 Kg Kg/m3
TOTAL - -
CONCRETE MASONRY UNIT
Internal CMU 15X20X40 Internal CMU 25X20X40 Internal CMU 10X20X40
Description
gross voids net gross voids net gross voids net
GROUND FLOOR 186.80 15.12 171.68 26 4 22 28.20 10.10 18.10
1ST FLOOR 196.00 19.72 176.28 26 4 22 28.20 10.10 18.10
2nd FLOOR 0.00 0.00 0.00 0 0 0 0.00 0.00 0.00
ROOF FLOOR 0.00 0.00 0.00 0 0 0 0.00 0.00 0.00
8- PARAPETS
Dimensions CMU 20CM RC BEAMS & COLUMNS
Description
Length Height Thikness Columns RFT Beams RFT
gross voids net
m m m m3 Kg m3 Kg
Parapet 01 90.16 0.80 0.10 58.60 3.90 54.70 0.39 78.00 1.35 135.24
Parapet 02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Parapet 03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Parapet 04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
NOTE: