45010341 planning-estimate

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

VOLUME= 10.80 VOLUME= 46.08

footing 3length = 1 mwidth = 1 mdepth = 2.4 mnumber= 10

VOLUME= 24.00

total Volume = 46.08

B. BACKFILLING

volume = 36.86

C. EARTHFILL MATERIALS

area = 229.00thickness = 0.25 m

volume = 57.25

II. CONCRETE WORKS

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 =


sand = 4.80 sand = 0.00


2. rebars 2. rebarsspacing = 0.18 m spacing = 0.1816 mmθ = 88.99 pcs SAY 89 16 mmθ = 0.10


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


sand = 2.81 sand = 0.16


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


for column 3 (3rd level)

m3

m3

m3

m3

m3

m3

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


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 =


sand = 0.00 sand = 0.00




for column 3 (2nd level)1. concretelength = mwidth = depth = m# of RSB =number =


sand = 0.00

gravel = 0.00

m3

m3

m3

m3

m3

m3



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 =


sand = 0.00 sand = 0.00




for column 3 (1st level)1. concretelength = mwidth = depth = m# of RSB =number =


sand = 0.00

gravel = 0.00



TOTAL for Column

m3

m3

m3

m3

cement = 53.35 bags

sand = 2.96

gravel = 5.9316 mmθ = 132.60 pcs( 6m long)12 mmθ = 44.2010mmθ = 65.87 pcs( 6m long)


C. FOR BEAMSbeam 1 (3rd level)1. concretelength = 120.90 mwidth = 0.15 mdepth = 0.40 mnumber = 1.00


sand = 3.63

gravel = 7.25

2. rebarsmain RSB= 8.00spacing = 0.15 m16 mmθ = 161.20 pcs( 6m long)10 mmθ = 40.30 pcs( 6m long)10 mmθ = 147.77 pcs( 6m long)



sand = 3.63

gravel = 7.2516 mmθ = 161.20 pcs( 6m long)10 mmθ = 188.07 pcs( 6m long)


D. FOR FLOORINGF11. concretelength = 10.00 mwidth = 14.00 mdepth = 0.15 mnumber = 1.00

class Bcement = 157.50 bags

sand = 10.50

m3

m3

m3

m3

m3

m3

m3

gravel = 21.00

2. rebarsspacing = 0.80 m12 mmθ = 58.33 pcs( 6m long)



sand = 10.50

gravel = 21.0012 mmθ = 58.3310 mmθ = 58.33 pcs( 6m long)


E. FOR STAIRS

1. concretelength = 2.35 mwidth = 0.25 mdepth = 0.20 mnumber = 1.00landinglength = 1.23width = 1.00depth = 0.20


sand = 0.58

gravel = 1.16

2. rebarsspacing = 0.15 m16 mmθ = 89.76 pcs( 6m long)12 mmθ = 1.34 pcs( 6m long)


TOTAL cement = 10.44 bags

sand = 0.58

gravel = 1.1616 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 21. 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. rebarsspacing = 0.15 m spacing = 0.1512 mmθ = 10.00 pcs( 6m long) 12 mmθ = 0.0010 mmθ = 10.00 pcs( 6m long) 10 mmθ = 0.00


TOTAL cement = 13.67 bags

sand = 1.0712 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 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")

TOTAL0.00 bd.ft.(2" X 3")0.00 bd.ft.(2" X 2")

IV. MASONRY WORKS

A. FOR EXTERIOR WALLS

m2

m2

length = 48.00 mheight = 3.50 m

area = 168.00using 20X20X40 CHB;

no. of CHB = 2100.00 pcs.for footingcement = 22.50sand = 1.50gravel = 3.00for mortarcement = 88.20 bags

sand = 7.36for plastering(using 1" thich plaster)cement = 151.20 bags

sand = 8.4012 mmθ = 8.00 pcs.10 mmθ = 81.67 pcs.tie wire = 1.65 kgs.

B. FOR INTERIOR WALLS


area = 160.00using 20X20X40 CHB;

no. of CHB = 2000.00 pcs.for footingcement = 18.75sand = 1.25gravel = 2.50for mortarcement = 84.00 bags


sand = 8.0012 mmθ = 6.67 pcs.10 mmθ = 77.78 pcs.tie wire = 1.57 kgs.

B. FOR PLUMBING/SEPTIC TANK


area = 25.50

m2

m3

m3

m2

m3

m3

m2

using 20X20X40 CHB;

no. of CHB = 318.75 pcs.for mortarcement = 13.39 bags


sand = 1.3010 mmθ = 12.40 pcs.tie wire = 0.25 kgs.

V. CARPENTRY WORKS

1/4 " plywood

ceiling area = 350.00no. 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 tilesusing 20x20 cm tiles

length = 2.4 mwidth = 2.5 mnumber = 2

area = 6.00 5.33 5.98 1.5 12.8no. of floor tiles = 300.00 pcs.

glazed wall tilesusing 20x20 cm tiles

length = 2 mwidth = 1.5 mnumber = 2

area = 10.50no. of tiles = 262.50 pcs.

cement mortar

total area = 16.50cement mortar = 1.49 bags

white cement filler = 8.66 bags

VI. DOORS & WINDOWS

m3

m3

m2

m2

m2

m2

D1 D2height = 2.10 m height = 2.10 mwidth = 1.00 m width = 0.80 mnumber= 1.00 number= 2.00

D3 D4height = 2.10 m height = 2.10 mwidth = 0.70 m width = 1.60 mnumber= 2.00 number= 2.00

W1a & W1b W1a'height = 1.60 m height = 0.40 mwidth = 1.80 m width = 1.20 mnumber= 2.00 number= 2.00

0.06 lmW3 W4height = 0.40 m height = 1.00 mwidth = 1.00 m width = 0.60 mnumber= 2.00 number= 2.00

W1 W2height = 1.20 m height = 1.20 mwidth = 1.80 m width = 1.20 mnumber= 2.00 number= 2.00

W5 W6(bay)height = 1.00 m height = 1.00 mwidth = 1.20 m width = 1.80 mnumber= 2.00 number= 2.00VII. METAL WORKS

metal stair railing

length 1 2.00 mlength 2 3.00 mlength 3 3.00 mlength 4 3.00 mtotal = 11.00 lm

VIII. ROOFING WORKS

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

7 6 4

Pre-fabricated Ridge rolleffective length = 2.5 mlength = 8 m quantity = 3.2 pcs.

2.81 pcs. G.I. sheetsPre-fabricated Flushingeffective length = 2.5 mlength = 18 m quantity = 7.2 pcs.

1.25 pcs. G.I. sheetsRib type long span roofeffective area = 0.5 m

roof 1rise = 2 run = 7 mlength = 14 mwidth = 8 m

area = 112quantity = 224 pcs.

roof 2rise = 1 run = 1.5 mlength = 1.5 mwidth = 7 m

area = 10.5quantity = 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 paintingeffective area coated 30 sq.m./gallonperimeter height area qty.

190 9 1710 57.00 gallon acrylic gloss latex paint57.00 gallon acrylic latex primer

B. exterior paintingeffective area coated 30 sq.m./gallonperimeter height area qty.

68 9 612 20.4 gallon acrylic gloss latex paint20.4 gallon acrylic latex primer

C. Ceiling Painting at Second Floor effective area coated 30 sq.m./gallonlength width area qty.

20 7 322 9.2 gallon wood primer10.73 gallon quick drying enamel

ELECTRICAL WORKSPANEL "A" 220 V IPH 2W 60Hz

CRT. NO. DESCRIPTION CURRENT WATTS AMPERE PROTECTION

1 LIGHTING OUTLET 13 220 1300 5.91 15 AT



4 CONVENIENCE OUTLET 9 220 900 4.09 15 AT

5 CONVENIENCE OUTLETwaterproof9 220 900 4.09 20 AT




9 CONVENIENCE OUTLETwaterproof1 220 1380 6.27 15 AT10 SPARE - - - - 15 AT

TOTALS 10720.00 48.73

PANEL "B" 220 V IPH 2W 60Hz(PANEL C,D,E,F,G)


2 CONVENIENCE OUTLET 6 220 600 2.73 15 AT3 SPARE - - - - 15 AT4 SPARE - - - - 15 AT

TOTALS 1000.00 4.55

total current load = 20440 wattsfirst 10000 watts at 100% demand factor (df) = 10000 watts

NO.OF OUTLETS

10440 watts + 4176 wattsair conditioning unit at 100% demand factor = 900 watts

total = 15076 watts

total connected load plus 25% of the largest motor 220v

I = 69.55 amperessize of main feeder

CONCRETE PROPORTIONCLASS MIXTURE CEMENT SAND GRAVEL

m AA 1:1 1/2:3 12 0.5 1m A 1:2.0:4.0 9 0.5 1m B 1:2 1/2:5 7.5 0.5 1

C 1:3.0:6.0 6 0.5 1

bags

m3

m3

mpcs SAY 7kg.


m AA 1:1 1/2:3 12 0.5 1m A 1:2.0:4.0 9 0.5 1m B 1:2 1/2:5 7.5 0.5 1

C 1:3.0:6.0 6 0.5 1

bags

mpcs SAY 0kg.

mmm

bags

mpcs SAY 8pcs SAY 3pcs SAY 3kg.

m3

m3

m3

m3


m AA 1:1 1/2:3 12 0.5 1m A 1:2.0:4.0 9 0.5 1m B 1:2 1/2:5 7.5 0.5 1

C 1:3.0:6.0 6 0.5 1

bags


CONCRETE PROPORTIONCLASS MIXTURE CEMENT SAND GRAVELAA 1:1 1/2:3 12 0.5 1A 1:2.0:4.0 9 0.5 1B 1:2 1/2:5 7.5 0.5 1

C 1:3.0:6.0 6 0.5 1

m3

m3


m AA 1:1 1/2:3 12 0.5 1m A 1:2.0:4.0 9 0.5 1m B 1:2 1/2:5 7.5 0.5 1

C 1:3.0:6.0 6 0.5 1

bags


CONCRETE PROPORTIONCLASS MIXTURE CEMENT SAND GRAVELAA 1:1 1/2:3 12 0.5 1A 1:2.0:4.0 9 0.5 1B 1:2 1/2:5 7.5 0.5 1

C 1:3.0:6.0 6 0.5 1

m3

m3

QUANTITY OF SAND AND CEMENT FOR CHB

mNUMBER PER SQ.M

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



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 ###


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 ###


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 ###


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)




Item No. Item Description Qty. Unit AmountUnit Cost (Material)

12mmø - pcs. 140.00 -

# 16 Tie Wire - kilos 58.00 -

for plumbing works ###concrete ###


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





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





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 ###





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



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





###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

Documents

45010341 planning-estimate