Arch. Marlon Arvin A.
Marmita uap
Quantity Take-off
http://www.scribd.com/doc/48007675/CONSTRUCTION-ESTIMATE-FORM
ITEM PARTICULARS UNIT QTY.
A BATTERBOARD
MEASURE
TOTAL PERIMETER M 18
NUMBER OF OUTER CORNER UNITS 4
NUMBER OF INSIDE CORNER UNITS 0
COMPUTED LENGTH
CL = TP + OC*2M - IC*2M M 26
BATTERBOARD: USING 2"X2"X12' WOOD
REQ'D NO. 2"X2"X12' PCS 7
FORMULA= ( CL/1.2 ) /3
CWN = ( BF/1000 ) X 45 KGS 2.6
# 16 GI TIE WIRE ( BF/4000 ) X 45 KGS 0.2
B EXCAVATION
B.1 WALL FOOTINGS WF-1
WIDTH M 0
DEPTH M 0
LENGTH M 0
VOLUME CU.M. 0
TOTAL VOLUME CU.M. 0
B.2 COLUMN FOOTINGS CF-1
WIDTH M 0
DEPTH M 0
LENGTH M 0
NUMBER CF-1 UNITS 0
VOLUME CU.M. 0
TOTAL VOLUME CU.M. 0
C CONCRETE WORKS FOOTINGS
C.1 WALL FOOTINGS WF-1
WIDTH M 0
THICKNESS M 0
LENGTH M 0
AREA SQ.M. 0
VOLUME CU.M. 0
TOTAL VOLUME CU.M. 0
TOTAL AREA SQ.M. 0
MATERIALS
3/4" GRAVEL BED = [TOTAL AREA X 0.05] + 10% CU.M. 0.1
CONCRETE MIXTURE: CLASS B - 2000 TO 2500 PSI
PORTLAND CEMENT = VOL. X 7 BAGS / CU.M. BAGS 0
WHITE SAND = VOL. X .50 CU.M. / CU.M. CU.M. 0
3/4" GRAVEL = VOL. X .99 CU.M. / CU.M. CU.M. 0
C.2 COLUMN FOOTINGS CF-1
WIDTH M 0
THICKNESS M 0
LENGTH M 0
NUMBER UNITS 0
AREA SQ.M. 0
VOLUME CU.M. 0
TOTAL VOLUME CU.M. 0
TOTAL AREA SQ.M. 0
MATERIALS
3/4" GRAVEL BED = [TOTAL AREA X 0.05] + 10% CU.M. 0.1
CONCRETE MIXTURE: CLASS B - 3000 TO 3500 PSI
PORTLAND CEMENT = VOL. X 7 BAGS / CU.M. BAGS 0
WHITE SAND = VOL. X .50 CU.M. / CU.M. CU.M. 0
3/4" GRAVEL = VOL. X .99 CU.M. / CU.M. CU.M. 0
D CONCRETE WORKS- COLUMN
COLUMN 1
WIDTH M 0
THICKNESS M 0
LENGTH M 0
NUMBER COLUMN UNITS 0
VOLUME CU.M. 0
TOTAL VOLUME CU.M. 0
MATERIALS
CONCRETE MIXTURE: CLASS B - 3000 TO 3500 PSI
PORTLAND CEMENT = VOL. X 8.5 BAGS / CU.M. BAGS 0
WHITE SAND = VOL. X .50 CU.M. / CU.M. CU.M. 0
3/4" GRAVEL = VOL. X .99 CU.M. / CU.M. CU.M. 0
E CONCRETE WORKS- BEAMS
BEAM 1
WIDTH M 0
THICKNESS M 0
LENGTH M 0
NUMBER BEAMS UNITS 0
VOLUME CU.M. 0
TOTAL VOLUME CU.M. 0
MATERIALS
CONCRETE MIXTURE: CLASS B - 3000 TO 3500 PSI
PORTLAND CEMENT = VOL. X 8.5 BAGS / CU.M. BAGS 0
WHITE SAND = VOL. X .50 CU.M. / CU.M. CU.M. 0
3/4" GRAVEL = VOL. X .99 CU.M. / CU.M. CU.M. 0
E CONCRETE WORKS- SHORED SLAB
SLAB 1
WIDTH M 0
THICKNESS M 0
LENGTH M 0
NUMBER UNITS 0
VOLUME CU.M. 0
TOTAL VOLUME CU.M. 0
MATERIALS
CONCRETE MIXTURE: CLASS B - 3000 TO 3500 PSI
PORTLAND CEMENT = VOL. X 8.5 BAGS / CU.M. BAGS 0
WHITE SAND = VOL. X .50 CU.M. / CU.M. CU.M. 0
3/4" GRAVEL = VOL. X .99 CU.M. / CU.M. CU.M. 0
E CONCRETE WORKS- ON GRADE SLAB
SLAB G1
WIDTH M 0
THICKNESS M 0
LENGTH M 0
NUMBER UNITS 0
AREA SQ.M. 0
VOLUME CU.M. 0
TOTAL VOLUME CU.M. 0
TOTAL AREA SQ.M. 0
MATERIALS
3/4" GRAVEL BED = [TOTAL AREA X 0.05] + 10% CU.M. 0.1
CONCRETE MIXTURE: CLASS B - 2000 TO 2500 PSI
PORTLAND CEMENT = VOL. X 7 BAGS / CU.M. BAGS 0
WHITE SAND = VOL. X .50 CU.M. / CU.M. CU.M. 0
3/4" GRAVEL = VOL. X .99 CU.M. / CU.M. CU.M. 0
H FORMWORKS
COLUMNS
FACING AREA ( MANUALLY COMPUTED ) SQ.M. 25
FACING MEMBER (2"X2") = FA X 10.76 BF/SQ.M. BF 269
SUPPORT & BRACE (2"x2" & 2"x3") FA X 18.83 BF 470.75
BEAM BOTTOMS (HIGHT FROM FLOOR = 3-4 M.)
FACING AREA ( MANUALLY COMPUTED ) SQ.M. 30
FACING MEMBER (2"X2") = FA X 21.52 BF/SQ.M. BF 645.6
SUPPORT & BRACE (2"x2" & 2"x3") FA X 29.60 BF 888
BEAM SIDES (HIGHT FROM FLOOR = 3-4 M.)
FACING AREA ( MANUALLY COMPUTED ) SQ.M. 25
FACING MEMBER (2"X2") = FA X 10.76 BF/SQ.M. BF 269
SUPPORT & BRACE (2"x2" & 2"x3") FA X 18.83 BF 470.75
SLAB THICKNESS (HIGHT FROM FLOOR = 3-4 M.)
FACING AREA ( MANUALLY COMPUTED ) SQ.M. 50
FACING, BRACING & SUPPORT (2"X2") = FA X 32.28 BF/SQ.M. BF 1614
TOTALS
FACING MEMBERS (2"X2" WOOD) BF 2797.6
SUPPORT & BRACE (2"x2" & 2"x3") BF 1829.5
OTHER MATERIALS
TOTAL FACING AREA SQ.M. 130
NUMBER OF USES USES 3
REQD AREA = TFA/NU SQ.M. 43.33
PLYWOOD 4' X 8' X 1/4" ORDINARY = RA/2.98 SHTS 15
LUMBER
FACING MEMBER = TOTAL BF / NU BF 572.07
SUPPORTS & BRACES = TOTAL BF / NU BF 970.29
TOTAL BF 1542.37
CONSUMABLE
CWN = TBF X 45 / 2500 KGS 28
# 16 GI TIE WIRE = TBF X 45 / 4000 KGS 17
I CHB WALLS
CONCRETE HOLOW BLOCKS 150MM (6")
A6 = 6" CHB WALL AREA (SPECIFY) SQ.M. 0
MATERIALS RQD.
6" CHB = A6 X 12.5 TOTAL CHB PCS 0
MORTAR MIXTURE = 1:4 = CLASS C
PORTLAND CEMENT = A6 X 0.759 BAGS / SQ.M. BAGS 0
WHITE SAND = A6 X 0.08438 CU.M. / SQ.M. CU.M. 0
MORTAR MIXTURE = 1:3 = CLASS B
PLASTER AREA = A6 X 2 SQ.M. 0
PORTLAND CEMENT = PA X 0.225 BAGS / SQ.M. BAGS 0
WHITE SAND = PA X 0.05 CU.M. / SQ.M. CU.M. 0
CONCRETE HOLOW BLOCKS 100MM (4")
A4 = 4" CHB WALL AREA (COMPUTED MANUALLY) SQ.M. 0
MATERIALS RQD.
4" CHB = A6 X 12.5 TOTAL CHB PCS 0
MORTAR MIXTURE = 1:4 = CLASS C
PORTLAND CEMENT = A6 X 0.394 BAGS / SQ.M. BAGS 0
WHITE SAND = A6 X 0.04375 CU.M. / SQ.M. CU.M. 0
MORTAR MIXTURE = 1:3 = CLASS B
PLASTER AREA = A4 X 2 SQ.M. 0
PORTLAND CEMENT = PA X 0.225 BAGS / SQ.M. BAGS 0
WHITE SAND = PA X 0.025 CU.M. / SQ.M. CU.M. 0
J CHB REBARS
AREA (SPECIFY) SQ.M. 28
VERTICAL BARS FACTOR
SPACING: 0.40 M M/SQ.M. 2.93
0.60 M M/SQ.M. 2.13
0.80 M M/SQ.M. 1.6
TOTAL LENGTH = A X FACTOR ( 0.60M) M 59.64
REQ'D: (SPECIFY DIAMETER)
10MM DIA. X 6M LONG = TL / 6.0 PCS 9.94
HORIZONTAL BARS FACTOR
SPACING: EVERY 2 LAYERS M/SQ.M. 3.3
EVERY 3 LAYERS M/SQ.M. 2.15
EVERY 4 LAYERS M/SQ.M. 1.72
TOTAL LENGTH = A X FACTOR ( 3 LAYERS ) M 60.2
REQ'D: (SPECIFY DIAMETER)
10MM DIA. X 6M LONG = TL / 6.0 PCS 10.03333
MATERIAL SUMMARY
TOTAL # OF 10MM. DIA. X 6.00 M REBARS PCS 19.97333
WEIGHT = N X 3.70KG./PC KGS 73.90133
WEIGHT OF # 16 GI WIRE = WT * 45 / 3000 KGS 1.10852
K WALL FOOTING REBARS
WF-1
LONGITUDINAL REBARS:
NUMBER OF LONGITUDINAL BARS PCS 3
TOTAL LENGTH WF (SPECIFY) M 0
REQ'D 6M. LONG BARS = ( L X N )/5.70M PCS 0
(note: 0.30 m for splicing allowance)
TRANSVERSE REBARS:
SPACING OF BARS M 0.3
TOTAL LENGTH OF WF-1 M 0
WIDTH OF WALL FOOTING M 0.3
EFFECTIVE CUT SIZE OF TRANSBARS = W - 2 X 0.05 M 0.2
NUMBER OF WF-1 (SPECIFY) UNITS 0
REQ'D # OF CUT SIZE = ( L/S ) + ( 1 X UNITS ) PCS 0
# OF CUT SIZE IN 1 - 6M LONG BAR = 6.0 /SPACING BAR PCS 20
REQ'D 6M LONG REBARS = RN / NCS PCS 0
L COLUMN FOOTING REBAR
COLUMN FOOTING - 1 CF-1
H IF HOOKS ARE REQ'D, CHOOSE BAR DIA.
12MM ( ADD THIS LENGTH ) 0.33
16MM 0.43
20MM 0.51
25MM 0.67
DIA BAR DIAMETER (ADD LENGTH) MM 16
LENGTH OF CUT M 1.43
NUMBER OF CF-1 (SPECIFY) UNITS 0
LONGITUDINAL BAR (SPECIFY) UNITS 0
TRANSVERSE BAR (SPECIFY) UNITS 0
NUMBER OF CUT BARS BARS PCS 0
TOTAL 16MM DIA BAR 0
GI TIE WIRE
NUMBER OF TIE PCS. 0
NUMBER OF FOOTINGS PCS. 0
LENGTH OF TIE M. 0.4
TOTAL KG. OF TIES 0
M COLUMN REBARS
GRND FLOOR COLUMN (FOOTING - 2ND FLR LINE) C-1
DIMENTIONS
WIDTH M 0.3
HIGHT M 0.3
L1 (FOOTING TO 2ND FLR) (SPECIFY) M 0
N NUMBER OF BAR PER COLUMN (SPECIFY) UNITS 0
MAIN BARS
H IF HOOKS ARE REQ'D, CHOOSE BAR DIA.
12MM ( ADD THIS LENGTH ) 0.15
16MM 0.2
20MM 0.25
25MM 0.32
DIA BAR DIAMETER MM 16
LB LENGTH OF ONE BAR + HOOKS M 0.2
LENGTH OF BAR / COLUMN LM 0
REQ'D 6.OM LONG REBARS = LM/6M PCS 0
(note: 0.30 m for splicing allowance)
NUMBER OF COLUMNS (SPECIFY) PCS 0
REQUIRED: 16MM DIA X 6.0 M DEFORMED BARS PCS 0
COLUMN (2ND FLOOR TO ROOF) C-1
DIMENTIONS
WIDTH M 0.3
HIGHT M 0.3
L1 (FIN. FLR TO ROOF) (SPECIFY) M 0
N NUMBER OF BAR PER COLUMN (SPECIFY) UNITS 0
DIA BAR DIAMETER MM 16
LB LENGTH OF ONE BAR M 0
LENGTH OF BAR / COLUMN LM 0
REQ'D 6.OM LONG REBARS = LM/6M PCS 0
(note: 0.30 m for splicing allowance)
NUMBER OF COLUMNS (SPECIFY) PCS 0
REQUIRED: 16MM DIA X 6.0 M DEFORMED BARS PCS 0
N SLAB REBARS
2-WAY SLAB
AREA OF SLAB (SPECIFY) SQ.M. 0
BAR SPACING CM 10
NO. OF BAR PER SQ.M. pcs./sq.m. 4.369
TOTAL BARS 0
TIE WIRE
AREA OF SLAB (SPECIFY) SQ.M. 0
CUT TIES pcs./sq.m. 0.592
TOTAL KGS. TIES KGS. 0
1-WAY SLAB
AREA OF SLAB (SPECIFY) SQ.M. 0
BAR SPACING CM 10
NO. OF BAR PER SQ.M. pcs./sq.m. 1.627
TOTAL BARS 0
TIE WIRE
AREA OF SLAB (SPECIFY) SQ.M. 0
CUT TIES pcs./sq.m. 0.089
TOTAL KGS. TIES KGS. 0
0 BEAM REBARS
BEAM STIRUPS
LENGTH OF CUT (SPECIFY) M 0
NUMBER OF CUT (SPECIFY) M 0
TOTAL LM OF BAR LM 0
NUMBER OF BEAM (SPECIFY) UNITS 0
TOTAL NUMBER OF BAR PCS 0
GI TIE WIRE
NUMBER OF BARS PER BEAM (SPECIFY) PCS 0
NUMBER OF TIES PCS 0
LENGTH OF TIES (SPECIFY) M 0
TOTAL KG. TIES KGS. 0
P CEILING BOARDS & JOIST
CEILING JOIST 40 x 60 SPACING
CEILING AREA (SPECIFY) SQ.M 2
BF/SQ.M. BF./SQ.M. 5.373
TOTAL 2" X 2" BF. WOOD 10.746
CEILING BOARD
CEILING AREA (SPECIFY) SQ.M 2
BOARD / SQ.M. BF./SQ.M. 2.88
TOTAL PLYWOOD 5.76
Q FORMWORKS
COLUMN FORM
LATERAL PERIMETER OF COLUMN
SIDES 2
WIDTH (SPECIFY) M 0.4
DEPTH (SPECIFY) M 0.6
CONSTANT 0.2
LP TOTAL M 2.2
AREA OF COLUMN
LATERAL PERIMETER OF COLUMN 2.2
HIGHT OF COLUMN (SPECIFY) M 5
NO. COLUMN (SPECIFY) M 10
TOTAL AREA 110
AREA OF 1 PLYWOOD SQ.M. 2.88
TOATL PCS. OF PLYWOOD PCS. 38.19444
BEAM FORM
LATERAL PERIMETER OF COLUMN
SIDES 2
WIDTH/SIDES (SPECIFY) M 0.3
BOTTOM FORM (SPECIFY) M 0.2
CONSTANT 0.1
LP TOTAL M 0.9
AREA OF BEAM FORM
LATERAL PERIMETER OF BEAM 0.9
LENGTH OF BEAM (SPECIFY) M 4.5
NO. BEAM (SPECIFY) M 1
TOTAL AREA 4.05
AREA OF 1 PLYWOOD SQ.M. 2.88
TOATL PCS. OF PLYWOOD PCS. 1.40625
WOOD FRAME FOR BEAM
NU OF PLYWOOD PCS 1.40625
CONSTANT 25.06
TOTAL BF. 2" X 2" WOOD FRAME BF. 35.24063
OR 2" X 2" X 20' = PCS 5.286094
SLAB FORM
AREA OF SLAB SQ.M.
AREA OF PLYWOOD EFECTIVE COVERING SQ.M.
COLUMN FOOTINGS CF-2 B.2
WIDTH M 0
DEPTH M 0
LENGTH M 0
NUMBER CF-1 UNITS 0
VOLUME CU.M. 0
WALL FOOTINGS WF-2
WIDTH M 0
THICKNESS M 0
LENGTH M 0
AREA SQ.M. 0
VOLUME CU.M. 0
COLUMN FOOTINGS CF-2
WIDTH M 0
THICKNESS M 0
LENGTH M 0
NUMBER UNITS 0
AREA SQ.M. 0
VOLUME CU.M. 0
COLUMN 2
WIDTH M 0
THICKNESS M 0
LENGTH M 0
NUMBER COLUMN UNITS 0
VOLUME CU.M. 0
BEAM 2
WIDTH M 0
THICKNESS M 0
LENGTH M 0
NUMBER COLUMN UNITS 0
VOLUME CU.M. 0
SLAB 2
WIDTH M 0
THICKNESS M 0
LENGTH M 0
NUMBER UNITS 0
VOLUME CU.M. 0
SLAB 2
WIDTH M 0
THICKNESS M 0
LENGTH M 0
NUMBER UNITS 0
AREA SQ.M. 0
VOLUME CU.M. 0
COLUMN TIES
LENGTH OF CUT (SPECIFY) M 0
NUMBER OF CUT (SPECIFY) M 0
TOTAL LM OF BAR LM 0
NUMBER OF COLUMN (SPECIFY) UNITS 0
TOTAL NUMBER OF BAR PCS 0
GI TIE WIRE
NUMBER OF BARS PER COLUMN (SPECIFY) PCS 0
NUMBER OF TIES PCS 0
LENGTH OF TIES (SPECIFY) M 0
TOTAL KG. TIES KGS. 0
COLUMN TIES
LENGTH OF CUT (SPECIFY) M 0
NUMBER OF CUT (SPECIFY) M 0
TOTAL LM OF BAR LM 0
NUMBER OF COLUMN (SPECIFY) UNITS 0
TOTAL NUMBER OF BAR PCS 0
GI TIE WIRE
NUMBER OF BARS PER COLUMN (SPECIFY) PCS 0
NUMBER OF TIES PCS 0
LENGTH OF TIES (SPECIFY) M 0
TOTAL KG. TIES KGS. 0
COLUMN SCAFOLDING
LENGTH (SPECIFY) M 4 2
NO. OF COLUMNS (SPECIFY) PCS 9 1
TOTAL LENGTH LM 36
USING 2" X 3" X 14' VERT. SUPPORT
FACTOR 7 2.2
TOTAL VERT. SUPPORT BF 252
USING 2" X 2" DIAGONAL BRACE
FACTOR 11.7
TOTAL VERT. SUPPORT BF 421.2
BEAM SCAFOLDING
LENGTH (SPECIFY) M 12.75
NO. OF BEAMS (SPECIFY) PCS 4 0.6
TOTAL LENGTH LM 51 0.3
USING 2" X 3" X 14' VERT. SUPPORT 0.9
FACTOR 6
TOTAL VERT. SUPPORT BF 306
USING 2" X 2" DIAGONAL BRACE
FACTOR 4.7
TOTAL VERT. SUPPORT BF 239.7
6.666667
5.286094
COLUMN FOOTINGS CF-2
WIDTH M 0
DEPTH M 0
LENGTH M 0
NUMBER CF-1 UNITS 0
VOLUME CU.M. 0
WALL FOOTINGS WF-3
WIDTH M 0
THICKNESS M 0
LENGTH M 0
AREA SQ.M. 0
VOLUME CU.M. 0
COLUMN FOOTINGS CF-3
WIDTH M 0
THICKNESS M 0
LENGTH M 0
NUMBER UNITS 0
AREA SQ.M. 0
VOLUME CU.M. 0
COLUMN 3
WIDTH M 0
THICKNESS M 0
LENGTH M 0
NUMBER COLUMN UNITS 0
VOLUME CU.M. 0
BEAM 3
WIDTH M 0
THICKNESS M 0
LENGTH M 0
NUMBER COLUMN UNITS 0
VOLUME CU.M. 0
SLAB 3
WIDTH M 0
THICKNESS M 0
LENGTH M 0
NUMBER UNITS 0
VOLUME CU.M. 0
SLAB 3
WIDTH M 0
THICKNESS M 0
LENGTH M 0
NUMBER UNITS 0
AREA SQ.M. 0
VOLUME CU.M. 0
COLUMN FOOTINGS CF-2
WIDTH M 0
DEPTH M 0
LENGTH M 0
NUMBER CF-1 UNITS 0
VOLUME CU.M. 0
WALL FOOTINGS WF-2
WIDTH M 0
THICKNESS M 0
LENGTH M 0
AREA SQ.M. 0
VOLUME CU.M. 0
COLUMN FOOTINGS CF-2
WIDTH M 0
THICKNESS M 0
LENGTH M 0
NUMBER UNITS 0
AREA SQ.M. 0
VOLUME CU.M. 0
COLUMN 4
WIDTH M 0
THICKNESS M 0
LENGTH M 0
NUMBER COLUMN UNITS 0
VOLUME CU.M. 0
BEAM 4
WIDTH M 0
THICKNESS M 0
LENGTH M 0
NUMBER COLUMN UNITS 0
VOLUME CU.M. 0
SLAB 4
WIDTH M 0
THICKNESS M 0
LENGTH M 0
NUMBER UNITS 0
VOLUME CU.M. 0
SLAB 4
WIDTH M 0
THICKNESS M 0
LENGTH M 0
NUMBER UNITS 0
AREA SQ.M. 0
VOLUME CU.M. 0
