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 = 1m 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 = 1m width = 1m 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 m 3 m 3 m 3 m 3 m 3 m 3 m 2 m 3 m 3 m 3
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
I. SITEWORKS
A. EXCAVATIONfor wallsPerimeter = 50.00 mDepth = 1.50 mwidt = 0.30 m
VOLUME= 22.50
for footingfooting 1 footing 2length = 1.5 m length = 1.2 mwidth = 1 m width = 0.8 mdepth = 2.4 m depth = 2.4 mnumber= 3 number= 20
A. FOR FOOTINGfor footing 1 for footing 21. concrete 1. concretelength = 1.50 m length = 1.20width = 1.00 m width = 0.80depth = 0.40 m depth = 0.40number = 4.00 number = 2.00
class A class Acement = 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. rebarsspacing = 0.18 m spacing = 0.1816mmθ = 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 41. concrete 1. concretelength = 1.00 m length =width = 1.00 m width =depth = 0.40 m depth =number = 24.00 number =
class A class Acement = 86.40 bags cement = 0.00
sand = 4.80 sand = 0.00
gravel = 9.60 gravel = 0.00
2. rebars 2. rebarsspacing = 0.18 m spacing = 0.1816 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
TOTALcement = 114.91 bags
sand = 6.38
gravel = 12.7716 mmθ = 118.52 pcs( 6m long)
using 30 cm tie wire= 3.90 kg.
B. FOR COLUMNSfor column 1(3rd level) for column 2 (3rd level)1. concrete 1. concretelength = 0.30 m length = 0.20width = 0.15 m width = 0.20depth = 3.90 m depth = 3.90# of RSB = 6.00 # of RSB = 6.00number = 32.00 number = 2.00
class A class Acement = 50.54 bags cement = 2.81
sand = 2.81 sand = 0.16
gravel = 5.62 gravel = 0.31
2. rebars 2. rebarsspacing = 0.15 m spacing = 0.1516mmθ = 124.80 pcs SAY 125 16mmθ = 7.8012mmθ = 41.60 pcs SAY 42 12mmθ = 2.6010mmθ = 62.40 pcs SAY 62 10mmθ = 3.47
using 30 cm tie wire= 28.26 kg. using 30 cm tie wire= 1.77
2. rebarsspacing = 0.15 m16mmθ = 0.00 pcs SAY 012mmθ = 0.00 pcs SAY 010mmθ = 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. concretelength = m length =width = m width =depth = m depth =# of RSB = # of RSB =number = number =
class A class Acement = 0.00 bags cement = 0.00
sand = 0.00 sand = 0.00
gravel = 0.00 gravel = 0.00
2. rebars 2. rebarsspacing = 0.15 m spacing = 0.1516mmθ = 0.00 pcs SAY 0 16mmθ = 0.0012mmθ = 0.00 pcs SAY 0 12mmθ = 0.0010mmθ = 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. concretelength = mwidth = depth = m# of RSB =number =
class Acement = 0.00 bags
sand = 0.00
gravel = 0.00
m3
m3
m3
m3
m3
m3
2. rebarsspacing = 0.15 m16mmθ = 0.00 pcs SAY 012mmθ = 0.00 pcs SAY 010mmθ = 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. concretelength = m length =width = m width =depth = m depth =# of RSB = # of RSB =number = number =
class A class Acement = 0.00 bags cement = 0.00
sand = 0.00 sand = 0.00
gravel = 0.00 gravel = 0.00
2. rebars 2. rebarsspacing = 0.15 m spacing = 0.1516mmθ = 0.00 pcs SAY 0 16mmθ = 0.0012mmθ = 0.00 pcs SAY 0 12mmθ = 0.0010mmθ = 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. concretelength = mwidth = depth = m# of RSB =number =
class Acement = 0.00 bags
sand = 0.00
gravel = 0.00
2. rebarsspacing = 0.15 m16mmθ = 0.00 pcs SAY 012mmθ = 0.00 pcs SAY 010mmθ = 0.00 pcs SAY 0
COLUMN 1(2nd-3rd level)using flywood formstotal lateral width = 1.10 mlength or height of the form= 5.00 mnumber of form = 33.00 pcs.
total area of forms = 181.50order :
63 pcs. (1/4" X 4' X 8' plywood)1870 bd. Ft. (2" X 2") wood frame
m2
m3
m3
m2
TOTAL32 pcs. (1/4" X 4' X 8' plywood)
935 bd. Ft. (2" X 2") wood frame
B. FOR BEAM
BEAM 2using flywood formstotal lateral width = 1.10 mlength or height of the form= 150.50 mnumber of form = 1.00 pcs.total area of forms = 165.55order :
57 pcs. (1/4" X 4' X 8' plywood)1441 bd. Ft. (2" X 2" wood frame)
TOTAL57 pcs. (1/4" X 4' X 8' plywood)
1441 bd. Ft. (2" X 2") wood frame
FOR SLABlength = 16.7 mwidth = 10 marea = 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 1total length of column= 0.00 mvertical 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")
ROOF FRAMING1-1/2 X 3/16" angle barcommercial size 6.00 m
DESIGNATION TRUSS 1 LENGTH QTY. NO. OF PCS.
top bar 7.00 6.00 14.00bottom bar 6.80 6.00 13.60
web member 1 1.20 6.00 2.40web member 2 1.00 6.00 2.00
web member 3 0.80 6.00 1.60web member 4 0.60 6.00 1.20web member 5 0.50 6.00 1.00web member 6 0.30 6.00 0.60web member 7 0.10 6.00 0.20web member 8 1.40 12.00 5.60web 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, Standardcommercial size 6 mlength width spacing quantity
7 8 0.8 11.672 7 0.8 2.92
Def bar, 10mmø sag rodcommercial size 6 mlength no. span quantity
BAGS CEMENTm B Cm 10X20X40 12.5 0.53 0.35m 15X20X40 12.5 1.01 0.76
20X20X40 12.5 1.5 1.13
bags
mpcs( 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 4.672" X 3" 7.00 31.67 17.50 6.00 7.002" X 4" 9.33 42.22 23.33 8.00 9.33
lumber size
0.04 320.12
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 CEMENTSAND
D0.33 0.040.63 0.08
0.94 0.13
6.109.10
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 AMOUNTI 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 AmountUnit Cost (Material)
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 AmountUnit Cost (Material)
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
21/2' Finishing nails
PROJECT: THREE (3)-BEDROOM RESIDENTIAL BUILDING W/ ATTIC
LOCATION: Bucot, Aliaga, Nueva Ecija
SUBJECT: Cost Estimate
Item No. Item Description Qty. Unit AmountUnit Cost (Material)
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 AmountUnit Cost (Material)
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