I. SITEWORKS A. EXCAVATION for walls Perimeter = 50.00 m Depth = 1.50 m widt = 0.30 m VOLUME= 22.50 for footing footing 1 footing 2 length = 1.5 m length = 1.2 m width = 1 m width = 0.8 m depth = 2.4 m depth = 2.4 m number= 3 number= 20 VOLUME= 10.80 VOLUME= 46.08 footing 3 length = 1 m width = 1 m depth = 2.4 m number= 10 VOLUME= 24.00 total Volume = 46.08 B. BACKFILLING volume = 36.86 C. EARTHFILL MATERIALS area = 229.00 thickness = 0.25 m volume = 57.25
II. CONCRETE WORKS
A. FOR FOOTING
for footing 1 for footing 2
1. concrete 1. concrete length = 1.50 m length = 1.20 width = 1.00 m width = 0.80 depth = 0.40 m depth = 0.40 number = 4.00 number = 2.00 class A class A
cement = 21.60 bags cement = 6.91
sand = 1.20 sand = 0.38 gravel = 2.40 gravel = 0.77 m3 m3 m3 m3 m3 m3 m2 m3 m3 m3
2. rebars 2. rebars
spacing = 0.18 m spacing = 0.18
16mmθ = 22.32 pcs SAY 22 16 mmθ = 7.21
using 30 cm tie wire= 0.63 kg. using 30 cm tie wire= 0.25
for footing 3 for footing 4
1. concrete 1. concrete length = 1.00 m length = width = 1.00 m width = depth = 0.40 m depth = number = 24.00 number = class A class A
cement = 86.40 bags cement = 0.00
sand = 4.80 sand = 0.00
gravel = 9.60 gravel = 0.00
2. rebars 2. rebars
spacing = 0.18 m spacing = 0.18
16 mmθ = 88.99 pcs SAY 89 16 mmθ = 0.10
using 30 cm tie wire= 3.02 kg. using 30 cm tie wire= 0.00
TOTAL
cement = 114.91 bags
sand = 6.38
gravel = 12.77
16 mmθ = 118.52 pcs( 6m long)
using 30 cm tie wire= 3.90 kg.
B. FOR COLUMNS
for column 1(3rd level) for column 2 (3rd level)
1. concrete 1. concrete length = 0.30 m length = 0.20 width = 0.15 m width = 0.20 depth = 3.90 m depth = 3.90 # of RSB = 6.00 # of RSB = 6.00 number = 32.00 number = 2.00 class A class A
cement = 50.54 bags cement = 2.81
sand = 2.81 sand = 0.16 gravel = 5.62 gravel = 0.31 2. rebars 2. rebars spacing = 0.15 m spacing = 0.15 16mmθ = 124.80 pcs SAY 125 16mmθ = 7.80 12mmθ = 41.60 pcs SAY 42 12mmθ = 2.60 10mmθ = 62.40 pcs SAY 62 10mmθ = 3.47
using 30 cm tie wire= 28.26 kg. using 30 cm tie wire= 1.77
for column 3 (3rd level)
m3 m3 m3 m3 m3 m3
1. concrete length = m width = depth = m # of RSB = number = class A cement = 0.00 bags sand = 0.00 gravel = 0.00 2. rebars spacing = 0.15 m 16mmθ = 0.00 pcs SAY 0 12mmθ = 0.00 pcs SAY 0 10mmθ = 0.00 pcs SAY 0
using 30 cm tie wire= 0.00 kg.
for column 1(2nd level) for column 2 (2nd level)
1. concrete 1. concrete length = m length = width = m width = depth = m depth = # of RSB = # of RSB = number = number = class A class A
cement = 0.00 bags cement = 0.00
sand = 0.00 sand = 0.00 gravel = 0.00 gravel = 0.00 2. rebars 2. rebars spacing = 0.15 m spacing = 0.15 16mmθ = 0.00 pcs SAY 0 16mmθ = 0.00 12mmθ = 0.00 pcs SAY 0 12mmθ = 0.00 10mmθ = 0.00 pcs SAY 0 10mmθ = 0.00
using 30 cm tie wire= 0.00 kg. using 30 cm tie wire= 0.00
for column 3 (2nd level) 1. concrete length = m width = depth = m # of RSB = number = class A cement = 0.00 bags sand = 0.00 gravel = 0.00 m3 m3 m3 m3 m3 m3
2. rebars
spacing = 0.15 m
16mmθ = 0.00 pcs SAY 0
12mmθ = 0.00 pcs SAY 0
10mmθ = 0.00 pcs SAY 0
using 30 cm tie wire= 0.00 kg.
for column 1(1st level) for column 2 (1st level)
1. concrete 1. concrete length = m length = width = m width = depth = m depth = # of RSB = # of RSB = number = number = class A class A
cement = 0.00 bags cement = 0.00
sand = 0.00 sand = 0.00 gravel = 0.00 gravel = 0.00 2. rebars 2. rebars spacing = 0.15 m spacing = 0.15 16mmθ = 0.00 pcs SAY 0 16mmθ = 0.00 12mmθ = 0.00 pcs SAY 0 12mmθ = 0.00 10mmθ = 0.00 pcs SAY 0 10mmθ = 0.00
using 30 cm tie wire= 0.00 kg. using 30 cm tie wire= 0.00
for column 3 (1st level) 1. concrete length = m width = depth = m # of RSB = number = class A cement = 0.00 bags sand = 0.00 gravel = 0.00 2. rebars spacing = 0.15 m 16mmθ = 0.00 pcs SAY 0 12mmθ = 0.00 pcs SAY 0 10mmθ = 0.00 pcs SAY 0
using 30 cm tie wire= 0.00 kg.
TOTAL for Column
m3 m3
m3 m3
cement = 53.35 bags sand = 2.96 gravel = 5.93 16 mmθ = 132.60 pcs( 6m long) 12 mmθ = 44.20 10mmθ = 65.87 pcs( 6m long)
using 25 cm tie wire= 30.02 kg.
C. FOR BEAMS beam 1 (3rd level) 1. concrete length = 120.90 m width = 0.15 m depth = 0.40 m number = 1.00 class A cement = 65.29 bags sand = 3.63 gravel = 7.25 2. rebars main RSB= 8.00 spacing = 0.15 m 16 mmθ = 161.20 pcs( 6m long) 10 mmθ = 40.30 pcs( 6m long) 10 mmθ = 147.77 pcs( 6m long)
using 30 cm tie wire= 54.75 kg.
TOTAL cement = 65.29 bags sand = 3.63 gravel = 7.25 16 mmθ = 161.20 pcs( 6m long) 10 mmθ = 188.07 pcs( 6m long)
using 30 cm tie wire= 54.75 kg.
D. FOR FLOORING F1 1. concrete length = 10.00 m width = 14.00 m depth = 0.15 m number = 1.00 class B cement = 157.50 bags sand = 10.50 m3 m3 m3 m3 m3 m3 m3
gravel = 21.00 2. rebars
spacing = 0.80 m
12 mmθ = 58.33 pcs( 6m long)
using 25 cm tie wire= 1.03 kg.
TOTAL cement = 157.50 bags sand = 10.50 gravel = 21.00 12 mmθ = 58.33 10 mmθ = 58.33 pcs( 6m long)
using 30 cm tie wire= 1.03 kg.
E. FOR STAIRS 1. concrete length = 2.35 m width = 0.25 m depth = 0.20 m number = 1.00 landing length = 1.23 width = 1.00 depth = 0.20 class A cement = 10.44 bags sand = 0.58 gravel = 1.16 2. rebars spacing = 0.15 m 16 mmθ = 89.76 pcs( 6m long) 12 mmθ = 1.34 pcs( 6m long)
using 30 cm tie wire= 30.10 kg.
TOTAL cement = 10.44 bags sand = 0.58 gravel = 1.16 16 mmθ = 89.76 pcs( 6m long) 12 mmθ = 1.34 pcs( 6m long)
using 30 cm tie wire= 30.10 pcs( 6m long)
F. FOR PLUMBING WORKS
septic tank 1 septic tank 2
1. concrete 1. concrete m3 m3 m3 m3 m3 m3 m3
length = 3.00 m length =
width = 1.50 m width =
depth = 2.00 m depth =
thickness = 0.13 m thickness =
S.area = 18.00 S.area =
class B (using 10X20X40 CHB) class B (using 10X20X40 CHB)
cement = 13.67 bags cement = 0.00
sand = 1.07 sand = 0.00
2. rebars 2. rebars
spacing = 0.15 m spacing = 0.15
12 mmθ = 10.00 pcs( 6m long) 12 mmθ = 0.00
10 mmθ = 10.00 pcs( 6m long) 10 mmθ = 0.00
using 30 cm tie wire= 3.40 kg. using 30 cm tie wire= 0.00
TOTAL
cement = 13.67 bags
sand = 1.07
12 mmθ = 10.00 pcs( 6m long)
10 mmθ = 10.00 pcs( 6m long)
using 30 cm tie wire= 3.40 pcs( 6m long)
III. FORMWORKS
A. FOR COLUMN
COLUMN 1(2nd-3rd level) using flywood forms
total lateral width = 1.10 m
length or height of the form= 5.00 m
number of form = 33.00 pcs.
total area of forms = 181.50
order : 63 pcs. (1/4" X 4' X 8' plywood) 1870 bd. Ft. (2" X 2") wood frame m2 m3 m3 m2
TOTAL
32 pcs. (1/4" X 4' X 8' plywood) 935 bd. Ft. (2" X 2") wood frame B. FOR BEAM
BEAM 2
using flywood forms
total lateral width = 1.10 m
length or height of the form= 150.50 m
number of form = 1.00 pcs.
total area of forms = 165.55
order : 57 pcs. (1/4" X 4' X 8' plywood) 1441 bd. Ft. (2" X 2" wood frame) TOTAL 57 pcs. (1/4" X 4' X 8' plywood) 1441 bd. Ft. (2" X 2") wood frame FOR SLAB length = 16.7 m width = 10 m area = 167 58 pcs. (1/4" X 4' X 8' marine plywood) 1520 bd.ft.(2" X 3") support
C. FOR STAGING AND SCAFFOLDING
SCAFFOLDING FOR COLUMN 1
total length of column= 0.00 m
vertical support = 0.00 bd.ft.(2" X 3") horizontal support = 0.00 bd.ft.(2" X 2") diagonal braces = 0.00 bd.ft.(2" X 2") TOTAL 0.00 bd.ft.(2" X 3") 0.00 bd.ft.(2" X 2")
IV. MASONRY WORKS
A. FOR EXTERIOR WALLS
m2
length = 48.00 m height = 3.50 m area = 168.00 using 20X20X40 CHB; no. of CHB = 2100.00 pcs. for footing cement = 22.50 sand = 1.50 gravel = 3.00 for mortar cement = 88.20 bags sand = 7.36
for plastering(using 1" thich plaster)
cement = 151.20 bags
sand = 8.40
12 mmθ = 8.00 pcs.
10 mmθ = 81.67 pcs.
tie wire = 1.65 kgs.
B. FOR INTERIOR WALLS
length = 40.00 m height = 4.00 m area = 160.00 using 20X20X40 CHB; no. of CHB = 2000.00 pcs. for footing cement = 18.75 sand = 1.25 gravel = 2.50 for mortar cement = 84.00 bags sand = 7.01
for plastering(using 1" thich plaster)
cement = 144.00 bags
sand = 8.00
12 mmθ = 6.67 pcs.
10 mmθ = 77.78 pcs.
tie wire = 1.57 kgs.
B. FOR PLUMBING/SEPTIC TANK
length = 8.50 m height = 3.00 m area = 25.50 m2 m3 m3 m2 m3 m3 m2
using 20X20X40 CHB;
no. of CHB = 318.75 pcs.
for mortar
cement = 13.39 bags
sand = 1.12
for plastering(using 1" thich plaster)
cement = 23.32 bags sand = 1.30 10 mmθ = 12.40 pcs. tie wire = 0.25 kgs. V. CARPENTRY WORKS 1/4 " plywood ceiling area = 350.00 no. of plywood = 121.53 pcs.
using 2" x 2" ceiling joist at 40 X 40 cm spacing
qty. of wood = 2232.65 bd. Ft.
V. TILEWORKS
unglazed floor tiles using 20x20 cm tiles
length = 2.4 m
width = 2.5 m
number = 2
area = 6.00 5.33 5.98 1.5 12.8
no. of floor tiles = 300.00 pcs. glazed wall tiles
using 20x20 cm tiles length = 2 m width = 1.5 m number = 2 area = 10.50 no. of tiles = 262.50 pcs. cement mortar total area = 16.50
cement mortar = 1.49 bags
white cement filler = 8.66 bags
VI. DOORS & WINDOWS
m3 m3 m2 m2 m2 m2
D1 D2 height = 2.10 m height = 2.10 m width = 1.00 m width = 0.80 m number= 1.00 number= 2.00 D3 D4 height = 2.10 m height = 2.10 m width = 0.70 m width = 1.60 m number= 2.00 number= 2.00
W1a & W1b W1a'
height = 1.60 m height = 0.40 m width = 1.80 m width = 1.20 m number= 2.00 number= 2.00 0.06 lm W3 W4 height = 0.40 m height = 1.00 m width = 1.00 m width = 0.60 m number= 2.00 number= 2.00 W1 W2 height = 1.20 m height = 1.20 m width = 1.80 m width = 1.20 m number= 2.00 number= 2.00 W5 W6(bay) height = 1.00 m height = 1.00 m width = 1.20 m width = 1.80 m number= 2.00 number= 2.00
VII. METAL WORKS
metal stair railing
length 1 2.00 m
length 2 3.00 m
length 3 3.00 m
length 4 3.00 m
total = 11.00 lm
VIII. ROOFING WORKS
ROOF FRAMING 1-1/2 X 3/16" angle bar
commercial size 6.00 m
DESIGNATION TRUSS 1 LENGTH QTY. NO. OF PCS.
top bar 7.00 6.00 14.00
bottom bar 6.80 6.00 13.60
web member 1 1.20 6.00 2.40
web member 3 0.80 6.00 1.60 web member 4 0.60 6.00 1.20 web member 5 0.50 6.00 1.00 web member 6 0.30 6.00 0.60 web member 7 0.10 6.00 0.20 web member 8 1.40 12.00 5.60 web member 9 1.10 12.00 4.40 web member 10 1.00 12.00 4.00 SUMMARY
TOTAL 1-1/2 X 3/16" angle bar 51 pcs.
50 x 100 x C - purlins, Standard
commercial size 6 m
length width spacing quantity
7 8 0.8 11.67
2 7 0.8 2.92
Def bar, 10mmø sag rod
commercial size 6 m
length no. span quantity
7 6 4
Pre-fabricated Ridge roll
effective length = 2.5 m length = 8 m quantity = 3.2 pcs. 2.81 pcs. G.I. sheets Pre-fabricated Flushing effective length = 2.5 m length = 18 m quantity = 7.2 pcs. 1.25 pcs. G.I. sheets Rib type long span roof
effective area = 0.5 m roof 1 rise = 2 run = 7 m length = 14 m width = 8 m area = 112 quantity = 224 pcs. roof 2 rise = 1 run = 1.5 m length = 1.5 m width = 7 m area = 10.5 quantity = 21 pcs. m2 m2
total = 245 pcs. G.I. Rivets = 5390.00 pcs.
G.I. washers = 924.00 pcs.
plain G.I. Strap = 1.20 pc.
lead washer = 6.16 kgs.
tekscrew = 3430 pcs.
IX. PAINTING WORKS
A. Interior painting
effective area coated 30 sq.m./gallon
perimeter height area qty.
190 9 1710 57.00 gallon acrylic gloss latex paint
57.00 gallon acrylic latex primer B. exterior painting
effective area coated 30 sq.m./gallon
perimeter height area qty.
68 9 612 20.4 gallon acrylic gloss latex paint
20.4 gallon acrylic latex primer C. Ceiling Painting at Second Floor
effective area coated 30 sq.m./gallon
length width area qty.
20 7 322 9.2 gallon wood primer
10.73 gallon quick drying enamel
ELECTRICAL WORKS
PANEL "A" 220 V IPH 2W 60Hz
CRT. NO. DESCRIPTION CURRENT WATTS AMPERE PROTECTION
1 LIGHTING OUTLET 13 220 1300 5.91 15 AT 2 LIGHTING OUTLET 7 220 700 3.18 15 AT 3 LIGHTING OUTLET 14 220 1400 6.36 15 AT 4 CONVENIENCE OUTLET 9 220 900 4.09 15 AT 5 CONVENIENCE OUTLETwaterproof9 220 900 4.09 20 AT 6 CONVENIENCE OUTLETwaterproof1 220 1380 6.27 15 AT 7 CONVENIENCE OUTLETwaterproof1 220 1380 6.27 15 AT 8 CONVENIENCE OUTLETwaterproof1 220 1380 6.27 15 AT 9 CONVENIENCE OUTLETwaterproof1 220 1380 6.27 15 AT 10 SPARE - - - - 15 AT TOTALS 10720.00 48.73
PANEL "B" 220 V IPH 2W 60Hz(PANEL C,D,E,F,G)
1 LIGHTING OUTLET 4 220 400 1.82 15 AT
2 CONVENIENCE OUTLET 6 220 600 2.73 15 AT
3 SPARE - - - - 15 AT
4 SPARE - - - - 15 AT
TOTALS 1000.00 4.55
total current load = 20440 watts
first 10000 watts at 100% demand factor (df) = 10000 watts NO.OF
10440 watts + 4176 watts air conditioning unit at 100% demand factor = 900 watts
total = 15076 watts
total connected load plus 25% of the largest motor 220v
I = 69.55 amperes
CONCRETE PROPORTION
CLASS MIXTURE CEMENT SAND GRAVEL
m AA 1:1 1/2:3 12 0.5 1 m A 1:2.0:4.0 9 0.5 1 m B 1:2 1/2:5 7.5 0.5 1 C 1:3.0:6.0 6 0.5 1 bags m3 m3
m
pcs SAY 7 kg.
CONCRETE PROPORTION
CLASS MIXTURE CEMENT SAND GRAVEL
m AA 1:1 1/2:3 12 0.5 1 m A 1:2.0:4.0 9 0.5 1 m B 1:2 1/2:5 7.5 0.5 1 C 1:3.0:6.0 6 0.5 1 bags m pcs SAY 0 kg. m m m bags m pcs SAY 8 pcs SAY 3 pcs SAY 3 kg. m3 m3 m3 m3
CONCRETE PROPORTION
CLASS MIXTURE CEMENT SAND GRAVEL
m AA 1:1 1/2:3 12 0.5 1 m A 1:2.0:4.0 9 0.5 1 m B 1:2 1/2:5 7.5 0.5 1 C 1:3.0:6.0 6 0.5 1 bags m pcs SAY 0 pcs SAY 0 pcs SAY 0 kg. CONCRETE PROPORTION
CLASS MIXTURE CEMENT SAND GRAVEL
AA 1:1 1/2:3 12 0.5 1 A 1:2.0:4.0 9 0.5 1 B 1:2 1/2:5 7.5 0.5 1 C 1:3.0:6.0 6 0.5 1 m3 m3
CONCRETE PROPORTION
CLASS MIXTURE CEMENT SAND GRAVEL
m AA 1:1 1/2:3 12 0.5 1 m A 1:2.0:4.0 9 0.5 1 m B 1:2 1/2:5 7.5 0.5 1 C 1:3.0:6.0 6 0.5 1 bags m pcs SAY 0 pcs SAY 0 pcs SAY 0 kg. CONCRETE PROPORTION
CLASS MIXTURE CEMENT SAND GRAVEL
AA 1:1 1/2:3 12 0.5 1 A 1:2.0:4.0 9 0.5 1 B 1:2 1/2:5 7.5 0.5 1 C 1:3.0:6.0 6 0.5 1 m3 m3
m NUMBER PER SQ.M BAGS CEMENT m B C m 10X20X40 12.5 0.53 0.35 m 15X20X40 12.5 1.01 0.76 20X20X40 12.5 1.5 1.13 bags m pcs( 6m long) pcs( 6m long) kg. SIZE OF CHB m2 m3
STAGING
column Bd.Ft. per Meter Ht. Beam Bd. Ft./ M ht.
vert. hor. brace vert. hor.
2" X 2" 4.67 21.00 11.67 4.00 4.67
2" X 3" 7.00 31.67 17.50 6.00 7.00
2" X 4" 9.33 42.22 23.33 8.00 9.33
lumber size
15mm 15mm 15mm 15mm 15mm 15mm 15mm 15mm 15mm - -15mm 15mm - -- -= SIZES OF WIRES AND
CONDUIT 2pcs. 2.0mm2 2pcs. 2.0mm2 2pcs. 2.0mm2 2pcs. 2.0mm2 2pcs. 3.5mm2 2pcs. 3.5mm2 2pcs. 3.5mm2 2pcs. 2.0mm2 2pcs. 2.0mm2 2pcs. 2.0mm2 2pcs. 3.5mm1
BAGS CEMENT SAND D 0.33 0.04 0.63 0.08 0.94 0.13
6.10 9.10 12.10 flooring bd.ft/m ht
PROJECT: THREE (3)-BEDROOM RESIDENTIAL BUILDING W/ ATTIC LOCATION: Bucot, Aliaga, Nueva Ecija
SUBJECT: SUMMARY OF COST ESTIMATE
No. DESCRIPTION AMOUNT
I SITEWORKS 9,175.00 II CONCRETE WORKS 132,945.22 III FORMWORKS 69,018.45 IV CARPENTRY WORKS 20,620.25 V MASONRY WORKS 92,801.00 VI TILEWORKS 18,490.00
VII DOORS AND WINDOWS 139,560.00
VIII HARDWARES 19,010.00
IX ROOFING WORKS 348,521.50
X PLUMBING WORKS 32,025.00
XI PAINTING WORKS 30,780.00
XII ELECTRICAL WORKS 65,152.00
XIII METAL WORKS 45,500.00
XIV PEST CONTROL 6,450.00
TOTAL MATERIAL COST Php 1,030,048.42 LABOR COST (35% OF MAT'L COST) Php 360,516.95 GRAND TOTAL Php 1,390,565.37
PROJECT: THREE (3)-BEDROOM RESIDENTIAL BUILDING W/ ATTIC LOCATION: Bucot, Aliaga, Nueva Ecija
SUBJECT: Cost Estimate
Item No. Item Description Qty. Unit Amount
I SITEWORKS Excavation 40.00 m3 - Backfilling 24.00 m3 - - Eartfill Material 25.00 m3 367.00 9,175.00 ### Sub Total "1" 9,175.00 ### II CONCRETE WORKS ### for footings ### concrete ###
Portland cement 87.00 bags 199.00 17,313.00
sand 4.81 cu m 500.00 2,405.00
gravel 9.62 cu m 776.00 7,465.12
rebars ###
16mmø 51.00 pcs. 248.00 12,648.00
# 16 Tie Wire 6.04 kilos 58.00 350.32
for columns ###
concrete ###
Portland cement 45.00 bags 199.00 8,955.00
sand 2.65 cu m 500.00 1,325.00 gravel 4.13 cu m 776.00 3,204.88 rebars ### 16mmø 93.00 pcs 248.00 23,064.00 12mmø pcs 140.00 - 10mmø 57.00 pcs 95.00 5,415.00
# 16 Tie Wire 15.73 kilos 58.00 912.34
for beams ###
concrete ###
Portland cement 21.00 bags 199.00 4,179.00
sand 1.23 cu m 500.00 615.00
gravel 1.87 cu m 776.00 1,451.12
rebars
16mmø 41.00 pcs. 248.00 10,168.00
10mmø 25.00 pcs. 95.00 2,375.00
# 16 Tie Wire 5.00 kilos 58.00 290.00
for slabs ###
concrete ###
Portland cement 52.00 bags 199.00 10,348.00
sand 4.95 cu m 500.00 2,475.00
gravel 5.76 cu m 776.00 4,469.76
10mmø 60.00 pcs. 95.00 5,700.00
# 16 Tie Wire 1.79 kilos 58.00 103.82
for stairs ###
concrete ###
Portland cement - bags 199.00 -
sand - cu m 500.00 -
gravel - cu m 776.00 -
16mmø - pcs. 248.00 -
Unit Cost (Material)
PROJECT: THREE (3)-BEDROOM RESIDENTIAL BUILDING W/ ATTIC LOCATION: Bucot, Aliaga, Nueva Ecija
SUBJECT: Cost Estimate
Item No. Item Description Qty. Unit (Material)Unit Cost Amount
12mmø - pcs. 140.00 -
# 16 Tie Wire - kilos 58.00 -
for plumbing works ###
concrete ###
Portland cement 18.00 bags 199.00 3,582.00
sand 0.98 cu m 500.00 490.00
12mmø pcs. 140.00 -
10mmø 37.00 pcs. 95.00 3,515.00
# 16 Tie Wire 2.17 kilos 58.00 125.86
others
Pozzolanic Fly Ash (Maximizer) - bags -
Sub Total "2" 132,945.22 ### III FORMWORKS ### for column 1/4" X 4' X 8' plywood 35.00 pcs. 255.00 8,925.00 2" X 2" wood frame 1,038.45 bft 15.00 15,576.75 for beam 1/4" X 4' X 8' plywood 13.00 pcs. 255.00 3,315.00 2" X 2" wood frame 325.78 bft 15.00 4,886.70 for slab 1/4" X 4' X 8' marine plywood - pcs. 281.00 - 2" X 3" wood frame - bft 15.00 - for staging and scafolding
2" X 3" wood frame 878.00 bft 15.00 13,170.00 2" X 2" wood frame 1,543.00 bft 15.00 23,145.00 ### Sub Total "3" 69,018.45 iV MASONRY WORKS ### 5" CHB 2,621.00 nos 7.00 18,347.00 for mortar
Portland cement mortar filler and plaster 263.00 bags 199.00 52,337.00
sand 21.54 cu m 500.00 10,770.00
gravel cu m 776.00 -
12mmø pcs. 140.00 -
10mmø 117.00 pcs. 95.00 11,115.00
tie wire 4.00 kilos 58.00 232.00
### Sub Total "4" 92,801.00 V CARPENTRY WORKS ### ceiling joist 2" X 2" good lumber 529.01 bd.ft. 25.00 13,225.25 1/4" X 4' X 8' flywood 29.00 pcs. 255.00 7,395.00
PROJECT: THREE (3)-BEDROOM RESIDENTIAL BUILDING W/ ATTIC LOCATION: Bucot, Aliaga, Nueva Ecija
SUBJECT: Cost Estimate
Item No. Item Description Qty. Unit (Material)Unit Cost Amount
Sub Total "5" 20,620.25
VI TILEWORKS ###
20 x 20 unglazed floor tiles 299.00 pcs 14.00 4,186.00
20 x 20 glazed wall tiles 237.00 pcs 14.00 3,318.00
30 x 30 floor tiles 95.00 pcs. 60.00 5,700.00
Portland cement mortar 4.00 bags 199.00 796.00
white cement filler 12.00 kilos 30.00 360.00
Sand (s-1) 2.00 cu.m 500.00 1,000.00
Tile grout 9.00 kilos 250.00 2,250.00
glass blocks (optional) - pcs. 250.00 -
tile adhesive 4.00 bags 220.00 880.00
###
Sub Total "6" 18,490.00
###
VII DOORS AND WINDOWS ###
D-1; Solid panel door w/ jamb
0.9 x 2.10m 1.00 sets 8,500.00 8,500.00
D-1a; Sliding door -
0.9 x 2.10m 1.00 sets 7500 7,500.00
D-2; solidn panel door -
0.8 x 2.10m 4.00 sets 8,500.00 34,000.00
D-3; panel door w/ jamb -
0.60 x 2.10m 2.00 sets 4,500.00 9,000.00
D-4; Solid panel door w/ jamb -
0.7 x 2.10m 1.00 sets 3,200.00 3,200.00
W-1; analoc window -
0.8x1.2m 7.00 sets 7,000.00 49,000.00
W-2;analoc window -
1.2x1.2m 2.00 sets 4,600.00 9,200.00
W-2a; analoc window -
0.8 x 1.2m 1.00 sets 3,360.00 3,360.00
w-3; analoc window -
0.6x0.6m 4.00 sets 3,000.00 12,000.00
w-4; analoc window -
2.4x1.4m 1.00 sets 1,500.00 1,500.00
W-4a; analoc window -
2.4x0.8m 1.00 sets 2,300.00 2,300.00
Sub Total "7" 139,560.00
###
VIII HARDWARES ###
Kwikset Door knob 9.00 unit 900.00 8,100.00
Yale Dead Bolt - unit - -
Loosepin type S/S Hinges 27.00 unit 180.00 4,860.00
Yale" Door Closer Heavy Duty type - unit 180.00 -
1' Finishing nails 11.00 kgs. 90.00 990.00
5.00 kgs. 90.00 450.00
2" common wire nails 13.00 kgs. 70.00 910.00
3"common nails 13.00 kgs. 70.00 910.00
PROJECT: THREE (3)-BEDROOM RESIDENTIAL BUILDING W/ ATTIC LOCATION: Bucot, Aliaga, Nueva Ecija
SUBJECT: Cost Estimate
Item No. Item Description Qty. Unit (Material)Unit Cost Amount
3"concrete nails 6.00 kgs. 90.00 540.00
4"common wire nails 25.00 kgs. 90.00 2,250.00
Sub Total "8" 19,010.00
###
IX ROOFING WORKS ###
Roof Framing ###
2" x 3/16" Angle Bar 66.00 nos 505.00 33,330.00
50 x 100 x C - purlins, Standard 71.00 nos 398.00 28,258.00
16mm dia. Turn Buckle - pc 85.00 -
tekscrew - pcs 1.00 -
Def bar, 10mmø sag rod 5.00 kgs 91.00 455.00
Plain G.I. Sheet 18.00 pc 392.00 7,056.00
Welding Rod 30.00 box 82.00 2,460.00
G.I. Rivets 1,575.00 pc 0.50 787.50
G.I. washers 3,150.00 pc 2.00 6,300.00
lead washer 1,575.00 kgs. 165.00 259,875.00
Rib type long span roof 226.00 sm -
blind rivets pc 0.50 - miscellaneous 10,000.00 ### Sub Total "9" 348,521.50 ### X PLUMBING WORKS ### T & B Accessories ###
Wall Hung Lavatory 2.00 pcs. 550.00 1,100.00
Watercloset 2.00 pcs. 500.00 1,000.00
Toilet paper holder 2.00 pcs. 180.00 360.00
Soap Holder 2.00 pcs. 180.00 360.00
Geisdorf Long neck Lavatory Faucet 1.00 pcs. 850.00 850.00
Gate Valve 2.00 pcs. 250.00 500.00 Faucet 6.00 pcs. 100.00 600.00 kitchen sink 1.00 pcs. 380.00 380.00 Roughing Ins ### G.I. Pipe, 1/2 9.00 pcs. 350.00 3,150.00 G.I. Elbow, 1/2 25.00 pcs. 10.00 250.00 G.I. Tee, 1/2 7.00 pcs. 15.00 105.00 Floor drain 3.00 pcs. 85.00 255.00
Clean out plug (3") 3.00 pcs. 50.00 150.00
P trap (3") 4.00 pcs. 1,850.00 7,400.00 PVC Elbow (3") 2.00 pcs. 60.00 120.00 PVC Elbow (4") 7.00 pcs. 95.00 665.00 PVC Wye (4") 5.00 pcs. 130.00 650.00 Reducer (4"/3") 4.00 pcs. 65.00 260.00 PVC Tee (4") 13.00 pcs. 110.00 1,430.00 PVC Tee (3") 6.00 pcs. 95.00 570.00 PVC Pipe 4" x 3.0m 20.00 pcs. 495.00 9,900.00 PVC Pipe 3" x 3.0m 5.00 pcs. 380.00 1,900.00 Teflon Tape 7.00 pcs. 10.00 70.00 ### Sub Total "10" 32,025.00 ###
PROJECT: THREE (3)-BEDROOM RESIDENTIAL BUILDING W/ ATTIC LOCATION: Bucot, Aliaga, Nueva Ecija
SUBJECT: Cost Estimate
Item No. Item Description Qty. Unit (Material)Unit Cost Amount
XI PAINTING WORKS ###
acrylic gloss latex paint 20.00 gal. 480.00 9,600.00 acrylic latex primer 24.00 gal. 420.00 10,080.00
Ceiling Painting ###
wood primer 6.00 gal. 340.00 2,040.00
quick drying enamel 6.00 gal. 510.00 3,060.00
miscelleneous - 6,000.00
###
Sub Total "11" 30,780.00
###
XII ELECTRICAL WORKS ###
pinlight assembly 28.00 nos 185.00 5,180.00
acrylic ceiling lamp (assembly) 6.00 nos 120.00 720.00
convineince outlets 18.00 nos 75.00 1,350.00
heavy duty C switch 6.00 nos 90.00 540.00
one-way switch 2.00 nos 55.00 110.00
two-gang switch 6.00 nos 90.00 540.00
three-gang switch 4.00 nos 120.00 480.00
panel circuit board 1.00 set 420.00 420.00
utility box 20.00 set 20.00 400.00
panel metering board 1.00 set 72.00 72.00
flexible hose 15mm dia 20.00 rolls 600.00 12,000.00
uPVC 15 mm dia. 10.00 pcs 55.00 550.00 PVC 25 mm dia. 4.00 pcs 75.00 300.00 1.00 box 2,000.00 2,000.00 1.00 box 2,600.00 2,600.00 2.00 box 8,400.00 16,800.00 3.00 box 2,000.00 6,000.00 3.00 box 3,200.00 9,600.00
100 A cuircuit breaker 2.00 sets 750.00 1,500.00
30 A cuircuit breaker 3.00 sets 250.00 750.00
20 A cuircuit breaker 6.00 sets 250.00 1,500.00
15 A cuircuit breaker 6.00 sets 250.00 1,500.00
entrance cap, PVC pipe, etc 2.00 lot 120.00 240.00
Sub Total "12" 65,152.00
XIII METAL WORKS ###
window grills 17.00 2,500.00 42,500.00
grills (balcony) 12.00 250.00 3,000.00
Sub Total "13" 45,500.00
###
XIV PEST CONTROL ###
Wood Treatment (Solignum, Natural) 5.00 gals 950.00 4,750.00
Soil Treatment (Lentrek II) 2.00 gals 850.00 1,700.00
### Sub Total "14" 6,450.00 30mm2 THW 14mm2 THW 8 mm2 ground wire 2 mm2 THHN 3.5 mm2 THHN ft2 ft2
PROJECT: THREE (3)-BEDROOM RESIDENTIAL BUILDING W/ ATTIC LOCATION: Bucot, Aliaga, Nueva Ecija
SUBJECT: Cost Estimate
Item No. Item Description Qty. Unit (Material)Unit Cost Amount
### SUMMARY:
TOTAL MATERIAL COST 1,030,048.42
LABOR COST (35% OF MAT'L COST) 360,516.95
Profit (2.5% of MAT'L CoST) 25,751.21
GRAND TOTAL Php 1,416,316.58
Prepared by:
JOSEPH M. DELA CRUZ BSCE 5
