MAGULON BHS

7/27/2019 MAGULON BHS

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Project : MAGULON BHS

Location : Magulon, Lamut, Ifugao

Procuring Entity : Provincial Local Government Unit of Ifugao

Date of Bid : __________________________________

Item Unit QuantityUnit

Cost (P)Total

I Preliminaries/General requirements:

1. Project Billboard lot 1.00

II Civil Works

a. Earthworks

a.1. Excavation m 47.89

a.2. Backfilling & Compaction m 34.20

a.3. Gravel Bedding m 7.99

a.4 Soil Poisoning m 174.60

b. Concreting Works m 29.44

c. Rebar Works & Tie Wire kgs 4,416.98

d. Formworks & Scaffolding

e. Carpentry Works

e.1 Door Jamb bd.ft 150.22e.2 Ceiling joists & hanger m 90.42

e.3 Ceiling board m 90.42

e.4 Fascia board l.m. 36.00

e.5 Moulding l.m. 84.03

e.6 Wood Louver Ventilation sets 2.00

f. Roof Framing

f.1 Truss bd.ft 326.00

f.2 Rafter bd.ft 206.00

f.3 Purlins m 110.00

g. Roofing Works

g.1 Corrugated GI Roof m 110.00

g.2 Plain GI Ridge Roll & Flashing l.m 53.00

h. Masonry Works m 176.27

i. Plastering & Finishing

i.1 Walls m 346.50

i.2 Columns & Beams m 68.25

j. Doors & Windows

j.1 Doors m 16.80

j.2 Windows m 16.20

k. Tileworks m 29.97

l. Painting and Varnishing

l.1 Ceiling

l.1.1 Ground Floor Ceiling m 90.42l.1.2 Basement Floor Ceiling m 22.91

l.2 Walls, Columns & Beams m 414.75

III SANITARY WORKS

a.1 Sewerage System lot 1.00

a.2 Water Lines & Fittings lot 1.00

a.3 Sanitary Fixtures & Accessories lot 1.00

IV ELECTRICAL WORKS lot 1.00

Total, Direct Cost

V Indirect Cost

VI Total (Direct Cost and Indirect Cost)

VII Value Added Tax (8.50%)

Description


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Project : MAGULON BHS


Procuring Entity : Provincial Local Government Unit of Ifugao

Date of Bid : __________________________________

Item Unit QuantityUnit

Cost (P)Total (P)Description

Prepared by : Approved by :

GERLIE B. ASENIERO JOEL BAUTISTA

Cost Engineer Head - PDT

TOTAL ESTIMATED COST


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D

NAME OF CONTRACT : Type of Project

Construction of Magulon BHS Type of Structure/s

Project Length 9.00

Location of Contract : Magulon, Lamut, Ifugao Project Width 7.00

Source of Fund : EC Grant Floor Area/Area 63.00

Appropriation : No. of Culverts

Limits : No. of Span/Storey 2.00

Mode of Implementati Straight Contract Straight Contract Duration 90

Contract Brief: Construction of Barangay Health Station

EQUIPMENT REQUIREMENT

DESCRIPTION available required DESCRIPTIO available

Item

No. %TAGE UNIT QUANTITY UNIT COST AM


1. Project Billboard 0.08 lot 1.00 1,012.00

II CIVIL WORKS

a.1. Excavation 0.98 m 47.89 263.37

a.2. Backfilling & Compaction 0.91 m 34.20 340.44

a.3. Gravel Bedding 1.11 m 7.99 1,789.62

a.4 Soil Poisoning 0.81 m 174.60 59.61

b. Concreting Works 13.89 m 29.44 6,068.15

c. Rebar Works & Tie Wire 16.14 kgs 4,416.98 46.99

d. Formworks & Scaffolding 9.54 m 201.82 607.81

e. Carpentry Works

e.1 Door Jamb 0.84 bd.ft 150.22 71.77

e.2 Ceiling joists & hanger 1.88 m 90.42 267.11

e.3 Ceiling board 1.28 m 90.42 182.70

e.4 Fascia board 0.48 l.m. 36.00 171.79

e.5 Moulding 0.26 l.m. 84.03 40.05

e.6 Wood Louver Ventilation 0.10 sets 2.00 625.55

e.7 Lavatory cabinet door(flush door type) & 0.63 lot 1.00 8,115.82e.8 Counter Top(Midwife Station) 0.29 lot 1.00 3,686.63

f. Roof Framing

1.70 bd.ft 326.00 66.89

1.10 bd.ft 206.00 68.96

1.18 m 110.00 138.20

g. Roofing Works

g.1 Corrugated GI Roof 2.65 m 110.00 310.05

g.2 Plain GI Ridge Roll & Flashing 0.63 l.m 53.00 151.91

h. Masonry Works 9.33 m 176.27 680.81


6.35 m 346.50 235.46i.2 Columns & Beams 1.54 m 68.25 289.64

j Doors & Windows 0 00

a. Earthworks

f.1 Truss

f.2 Rafter

f.3 Purlins

i.1 Walls

Php 1,000,000.00

ESTIMATED PROJECT COS

WORK TO BE DONE

Republic of the Philippines

Province of Ifugao

OFFICE OF THE PROVINCIAL ENGINEER

Lagawe, Ifugao

PROGRAM OF WORK

Buil

Split


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a.3 Sanitary Fixtures & Accessories 2.25 lot 1.00 28,935.61

IV ELECTRICAL WORKS 6.80 lot 1.00 87,429.21

COST % TAGE EXPENDITURES

1. Material Cost A. Estimated Contract Cost

2. Equipment Expense (Direct Cost + Indirect Cost)

3. Labor Cost B. Estimated Prov'l. Gov't. Expenses:

4. Hauling Cost B.1 Administrative Overhead

5. Mob./Demob. Cost B.2 Engineering Overhead

6. Total Contract Cost B.3 Quaity Control

7. Prov'l. Gov't. Expenses B.4 ROW/Site Acquisition

8. Reserve/Contingency B.5 Contingencies/Reserved

9. Appropriation D. Total Estimated Project Cost

Prepared by: Reviewed by:

JONATHAN D. PAHIGON JULIAN B. DULAWAN

Engineer III

Approved:

Prov'l Health Officer II Prov'l Engineer Prov'l Governor

1,2

ssistant Prov'l Enginee

Recommending Approval:

MARY JO P. DULAWAN MD.MHA. ORLANDO D. SAROL TEODORO B. BAGUILAT

1,2

BREAKDOWN OF ESTIMATES

EXPENDITURES


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T E

m

m

sq.m

CD

required

OUNT

1,012.00

12,613.32

11,643.05

14,300.85

10,407.91

178,621.30

207,553.89

122,666.69

10,781.58

24,152.09

16,519.73

6,184.44

3,365.40

1,251.10

8,115.823,686.63

21,806.14

14,205.76

15,202.00

34,105.50

8,051.23

120,006.38

81,585.7119,767.93

15,202.00

81,585.7119,767.93

8,051.23

120,006.38

3,365.40

1,251.10

14,205.76

34,105.50

21,806.14

122,666.69

10,781.58

24,152.09

16,519.73

6,184.44

12,613.32

14,300.85

178,621.30

207,553.89

11,643.05

10,407.91

1,012.00

3,686.638,115.82

ing

ype


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28,935.61

87,429.21

1,285,596.74

JR.

87,429.21

28,935.61

85,596.74

JR.

85,596.74


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Name of Project : MAGULON BHS


Appropriation : Php 1,000,000.00

Source of Fund : EC Grant

Item no.

I Preliminaries/General requirements: QTY = 1 lot

1. Project Billboard Unit Qty Unit Price Amountlot 1 800 800

Direct Cost = 800.00

II CIVIL WORKS

a. Earthworks

a.1. Excavation QTY = 47.89 m

Column Footing = 18.96 m

Wall Footing = 7.80 m

Basement Floor = 8.40 m

Stair Footing = 0.42 m

Septic Tank = 12.31 m

Labor Cost:

Prod. Rate = 1.5 m/man-day

Employ = 1 Foreman

= 5 Laborers

Duration = 6.39 say 6.5 days

Description No. Rate No. of Days Amount

Foreman 1 319 6.5 2,073.50

Laborers 5 243 6.5 7,897.50

9,971.00

Direct Cost = 9,971.00

a.2. Backfilling & Compaction QTY = 34.20 m

Labor Cost:(Placing)Prod. Rate = 2.75 m/man-day

Employ = 1 Foreman

= 5 Laborers



Foreman 1 319 2.5 797.5

Laborers 5 243 2.5 3,037.50

3,835.00

Labor Cost:(Compaction)

Prod. Rate = 2 m/man-day

Employ = 1 Foreman

= 5 LaborersDuration = 3.42 say 3.5 days


Foreman 1 319 3.5 1,116.50

Laborers 5 243 3.5 4,252.50

5,369.00


a.3. Gravel Bedding QTY = 7.99 m

Material Cost:

D E T A I L E D E S T I M A T E S


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Description Unit Qty Unit Cost Amount

Gravel m 8 1312.50 10,500.00

Labor Cost:(Placing)


Employ = 1 Foreman

= 2 Laborers

Duration = 1 say 1 days


Foreman 1 319 1 319.00

Laborers 2 243 1 486.00

805.00


a.4 Soil Poisoning QTY = 174.60 m

Column footing = 81.84 m

Wall footing = 31.50 m

Stair footing & pedestal = 2.04 m

Basement floor slab = 22.01 m

Ground Floor slab = 37.21 m

Material Cost:


Soil Poison (Termite-X) liters 5 921.00 4,605.00

Labor Cost:


Employ = 1 Foreman

2 Laborers



Foreman 1 319 4.5 1,435.50

Laborers 2 243 4.5 2,187.003,622.50


b. Concreting Works QTY = 29.44 m

Column footing = 4.39 m

Wall footing = 2.40 m

Stair footing & pedestal = 0.26 m

Column = 5.69 m

Basement floor slab = 2.20 m

Ground floor slab = 5.63 m

Ground floor beams = 2.60 m

Roof beams = 2.51 m

Lintel beams = 0.96 mCantilever beam = 0.21 m

Stair 1 and landing(above) = 1.15 m

Stair 2 = 0.63 m

Lavatory Counter = 0.37 m

Septic tank's slab and cover = 0.43 m

Material Cost:


Portland Cement bags 268 252.00 67,536.00

Sand(S-1) m 15 1212.50 18,187.50


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Gravel(G-1) m 26 1312.50 34,125.00

119,848.50

Labor Cost:


Employ = 1 Foreman

3 Mason

5 Laborers

Duration = 5.57 say 6 days


Foreman 1 319 6 1,914.00

Mason 3 259 6 4,662.00

Laborers 5 243 6 7,290.00

13,866.00

Equipment Cost:


1 Bagger Mixer 1 1,248 6 7,488.00


3,103.00

c. Rebar Works & Tie Wire QTY = 4,416.98 kgs

Column footing = 20 -16x6m= 189.40 kgs

Wall footing = 23 -10x6m= 85.10 kgs

Stair footing & pedestal = 4 -12x6m= 21.32 kgs

2 -10x6m= 7.40 kgs

Column = 96 -16x6m= 909.12 kgs

125 -10x6m= 462.50 kgs

Basement floor slab = 18 -10x6m= 66.60 kgs

Ground floor slab = 50 -12x6m= 266.50 kgs

35 -10x6m= 129.50 kgs

Basement Floor Beams(Tie Beams)= 8 -16x6m= 75.76 kgs

8 -16x7.5m= 94.72 kgs

26 -10x6m= 96.20 kgs

Ground floor beams = 18 -16x6m= 170.46 kgs

19 -16x7.5m= 224.96 kgs

61 -10x6m= 225.70 kgsRoof beams = 19 -16x6m= 179.93 kgs

28 -16x7.5m= 331.52 kgs

89 -10x6m= 329.30 kgs

Lintel beams = 10 -16x6m= 94.70 kgs

13 -10x6m= 48.10 kgs

Cantilever beam = 7 -16x6m= 66.29 kgs

8 -10x6m= 29.60 kgs

Stair 1 and landing(above) = 9 -16x6m= 85.23 kgs

8 -12x6m= 42.64 kgs

24 -10x6m= 88.80 kgs

Lavatory Counter = 10 -10x6m= 37.00 kgs

Septic tank's slab and cover = 11 -12x6m= 58.63 kgs

Material Cost:


16mm RSB kg 2,422.09 35.50 85,984.20

12mm RSB kg 389.09 35.50 13,812.70

10mm RSB kg 1,568.80 35.50 55,692.40

Ga #16 Tie Wire kg 66 74.00 4,884.00

155,489.29

Labor Cost:

Prod. Rate = 180 kg/man-day

Employ = 1 Foreman


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2 Steelmen

2 Laborers



Foreman 1 319 6.5 2,073.50

Steelmen 2 259 6.5 3,367.00

Laborers 2 243 6.5 3,159.00

8,599.50


d. Formworks & Scaffolding QTY = 201.82 m

Column = 72.72 m

Ground floor slab = 56.28 m

Ground floor beams = 25.00 m

Roof beams = 13.60 m

Lintel beams = 10.64 m

Cantilever beam = 2.51 m

Stair 1 and landing = 9.21 m

Stair 2 = 4.23 m

Lavatory Counter = 3.42 m

Septic tank's slab and cover = 4.22 m

Material Cost:


1/4" Ordinary plywood pcs 71 318.00 22,578.00

2"x2"x10' b.f. 1167 22.00 25,674.00

2"x3"x10' b.f. 750 22.00 16,500.00

Assorted CWN kg 30 79.00 2,370.00

67,122.00

Labor Cost: (Formworks fabrication & installation)

Prod. Rate = 35 m/crew-day

Employ = 1 Foreman

2 Carpenter

4 LaborersDuration = 5.77 say 6 days


Foreman 1 319 6 1,914.00

Carpenter 2 259 6 3,108.00

Laborers 4 243 6 5,832.00

10,854.00

Labor Cost: (Formworks removal)

Prod. Rate = 60 m/crew-day

Employ = 1 Foreman

1 Carpenter

2 LaborersDuration = 3.36 say 3.5 days


Foreman 1 319 3.5 1,116.50

Carpenter 1 259 3.5 906.50

Laborers 2 243 3.5 1,701.00

3,724.00

Labor Cost: (False works Installation)

Prod. Rate = 50 bd.ft./man-day

Employ = 1 Foreman


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2 Carpenter

4 Laborers



Foreman 1 319 5.5 1,754.50

Carpenter 2 259 5.5 2,849.00

Laborers 4 243 5.5 5,346.00

9,949.50Labor Cost: (False works removal)

Prod. Rate = 100 bd.ft/man-day

Employ = 1 Foreman

1 Carpenter

2 Laborers



Foreman 1 319 5 1,595.00

Carpenter 1 259 5 1,295.00

Laborers 2 243 5 2,430.00

5,320.00


e. Carpentry Works

e.1 Door Jamb QTY = 150.22 bd.ft

Material Cost:


D-1 (1.4mX2.1m) sets 1 1200 1,200.00

D-2 (1mX2.1m) sets 2 1000 2,000.00

D-3 (0.8mX2.1m) sets 2 1000 2,000.00

D-4 (0.8mX2.1m) sets 2 1000 2,000.00D-5 (0.7X2.1m)-incorporated in Item J.1 7,200.00

Labor Cost:


Employ = 1 Foreman= 2 Carpenter

= 2 Laborers



Foreman 1 319 1 319.00

Carpenter 2 259 1 518.00

Laborers 2 243 1 486.00

1,323.00


e.2 Ceiling joists & hanger QTY = 90.42 m

inside area = 56.36 moutside area = 34.06 m

e.2.1 Inside


7- 2"x2"x8' b.f. 19 22.00 410.67

66- 2"x2"x10' b.f. 220 22.00 4,840.00

7- 2"x2"x12' b.f. 28 22.00 616.00

14- 2"x2"x14' b.f. 65 22.00 1,437.33

Assorted CWN kg 7 79.00 553.00

7,857.00

e.2.2 Outside


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Material Cost:


32- 2"x2"x8' b.f. 85 22.00 1,877.33

36- 2"x2"x12' b.f. 144 22.00 3,168.00


5,282.33

Labor Cost:

Prod. Rate = 5.3 m/man-dayEmploy = 1 Foreman

= 2 Carpenter

= 2 Laborers



Foreman 1 319 4.5 1,435.50

Carpenter 2 259 4.5 2,331.00

Laborers 2 243 4.5 2,187.00

5,953.50


e.3 Ceiling board QTY = 90.42 m

inside area = 56.36 m

outside area = 34.06 m

e.3.1 Inside


1/4" thk Marine Plywood pcs 20 318.00 6,360.00

1" CWN kg 2 79.00 158.00

6,518.00

e.3.2 Outside

Material Cost:


1/4" thk Marine Plywood pcs 12 318.00 3,816.00

1" CWN kg 1 79.00 79.00

3,895.00

Labor Cost:


Employ = 1 Foreman

= 2 Carpenter

= 2 Laborers



Foreman 1 319 2 638.00

Carpenter 2 259 2 1,036.00

Laborers 2 243 2 972.00

2,646.00


e.4 Fascia board QTY = 36.00 l.m.

Material Cost:


8pcs-1"x12"x8' b.f. 64 22.00 1,408.00

8pcs-1"x12"x10' b.f. 80 22.00 1,760.00


3,247.00

Labor Cost: (Installation)

Prod. Rate = 10 l.m/man-day


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Employ = 1 Foreman

= 1 Carpenter

= 1 Laborers



Foreman 1 319 2 638.00

Carpenter 1 259 2 518.00

Laborers 1 243 2 486.001,642.00


e.5 Moulding QTY = 84.03 l.m.

Material Cost:


Quarter round moulding pcs 36.00 50.00 1,800.00

Assorted CWN kg 0.50 79.00 39.50

1,839.50

Labor Cost:

Prod. Rate = 50 l.m/man-day

Employ = 1 Foreman

= 1 Carpenter

= 1 Laborers



Foreman 1 319 1 319.00

Carpenter 1 259 1 259.00

Laborers 1 243 1 243.00

821.00


e.6 Wood Louver Ventilation QTY = 2.00 sets

Material Cost:


Ventilation set 2 350 700.00

Labor Cost:

Prod. Rate = 4 sets/man-day

Employ = 1 Foreman

= 1 Carpenter



Foreman 1 319 0.5 159.50

Carpenter 1 259 0.5 129.50

289.00

Direct Cost = 989.00

e.7 Lavatory cabinet door(flush door type) & jambs QTY = 1.00 lot

Material Cost:


2"x4"x10' b.f. 47 22.00 1,026.67

2"x3"x8' b.f. 56 22.00 1,232.00

1/4" thk Marine Plywood pcs 2 318.00 636.00


3,131.67

Labor Cost: (Fabrication & Installation)



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Foreman 1 319 4 1,276.00

Carpenter 1 259 4 1,036.00

Laborer 1 243 4 972.00

3,284.00


e.8 Counter Top(Midwife Station) QTY = 1.00 lot

Material Cost:

Description Unit Qty Unit Cost Amount2"x5"x8' Jambs b.f. 13 22.00 293.33

Quarter Round Moulding pcs 2 50.00 100.00

1/4" thk Clear Glass sq.ft. 16 50.00 800.00


1,272.33

Labor Cost: (Fabrication & Installation)


Foreman 1 319 2 638.00

Carpenter 1 259 2 518.00

Laborer 1 243 2 486.00

1,642.00


f. Roof Framing

f.1 Truss QTY = 326.00 bd.ft

Material Cost:


4pcs- 2"x"6"x16' Top Chord b.f. 64 22.00 1,408.00

8pcs- 2"x6"x14' Bottom Chord b.f. 112 22.00 2,464.00

1pc-2"x6"x10' King Post b.f. 10 22.00 220.00

Web Members

2pcs- 2"x6"x12' b.f. 24 22.00 528.00

2pcs- 2"x6"x10' b.f. 16 22.00 352.00

2pcs- 2"x6"8' b.f. 20 22.00 440.00

2pcs- 2"x6"x10' Collar Plate b.f. 20 22.00 440.00

2pcs-2"x6"x8' Wood Block b.f. 16 22.00 352.00

3pcs-2"x6"x10' Truss support b.f. 30 22.00 660.00

1pc- 2"x8"x10' Base plate b.f. 14 22.00 308.00Assorted CWN kg 5 79.00 395.005/8"x10" Machine Bolts w/ nuts & washer pcs 16 70 1,120.005/8"x8" Machine Bolts w/ nuts & washer pcs 52 56 2,912.00

6mm thk metal strap pcs 8 126 1,008.00

12,607.00

Labor Cost: (fabrication & installation)


Employ = 1 Foreman

2 Carpenter

2 Laborers


Description No. Rate No. of Days AmountForeman 1 319 3.5 1,116.50

Carpenter 2 259 3.5 1,813.00

Laborers 2 243 3.5 1,701.00

4,630.50


f.2 Rafter QTY = 206.00 bd.ft

Material Cost:


10pcs- 2"x"6"x16' Top Chord b.f. 160 22.00 3,520.00


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3pcs- 2"x6"x10' Collar Plate b.f. 30 22.00 660.00

1pc- 2"x8"x12' Base plate b.f. 16 22.00 352.00


5/8"X10" anchor bolts w/ N&W pcs 24 70.00 1,680.00

1/2"X8" anchor bolts w/ N&W pcs 20 54.00 1,080.00

5/8"X3" machine bolts w/ N&W pcs 6 21.00 126.00

6mm thk metal strap pcs 12 126 1,512.00

9,246.00

Labor Cost: (fabrication & installation)Prod. Rate = 40 bd.ft/man-day

Employ = 1 Foreman

= 2 Carpenter

= 2 Laborers



Foreman 1 319 1.5 478.50

Carpenter 2 259 1.5 777.00

Laborers 2 243 1.5 729.00

1,984.50


f.3 Purlins QTY = 110.00 m

Material Cost:


64pcs- 2"x"3"x10' Purlins b.f. 320 22.00 7,040.00

12pcs- 2"x2"x10' Cleats b.f. 40 22.00 880.00


8,710.00

Labor Cost:


Employ = 1 Foreman

= 2 Carpenter

= 2 Laborers



Foreman 1 319 2.5 797.50

Carpenter 2 259 2.5 1,295.00

Laborers 2 243 2.5 1,215.00

3,307.50


g. Roofing Works

g.1 Corrugated GI Roof QTY = 110.00 m

Material Cost:


Ga #26 Corrugated GI Roofing(10ft length) lin.ft 320 32.50 10,400.00

Ga #26 Corrugated GI Roofing(8ft length) lin.ft 256 32.50 8,320.00

Umbrella Nail kgs 12 105.00 1,260.00 19,980.00

Labor Cost:


Employ = 1 Foreman

4 Carpenter

4 Laborers



Foreman 1 319 3 957.00


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Carpenter 4 259 3 3,108.00

Laborers 4 243 3 2,916.00

6,981.00


g.2 Plain GI Ridge Roll & Flashing QTY = 53.00 l.m

Material Cost:


Ga #26 Pre-fab Flashing(8' length) pcs 20 162.00 3,240.00Ga #26 Pre-fab Ridge Roll(15"x8' length) pcs 6 162.00 972.00

Flat head nail kg 2 84.00 168.00

4,380.00

Labor Cost:

Prod. Rate = 11.5 l.m./man-day

Employ = 1 Foreman

2 Carpenter

2 Laborers



Foreman 1 319 1.5 478.50

Carpenter 2 259 1.5 777.00

Laborers 2 243 1.5 729.00

1,984.50


h. Masonry Works QTY = 176.27 m

Basement Floor Wall(6" CHB) = 29.12 m

Basement Floor Wall(4" CHB) = 24.14 m

Ground Floor Walls(4"CHB) = 109.29 m

Lavatory (6" CHB) = 3.36 m

Septic Vault (4" CHB) = 13.72 m

Material Cost:


4" CHB pcs 1932 10.00 19,320.00

6" CHB pcs 427 13.75 5,871.25Portland Cement bags 111 252.00 27,972.00

Sand(S-1) m 10 1212.50 12,125.00

12mm(Horizontal & Vertical bars) kg 37.31 35.50 1,324.51

10mm(Horizontal & Vertical bars) kg 295 35.50 10,472.50

Ga #16 Tie Wire kg 6 74.00 444.00

77,529.26

Labor Cost: (4"CHB)


Employ = 1 Foreman

3 Mason

3 Laborers



Foreman 1 319 7.5 2,392.50

Mason 3 259 7.5 5,827.50

Laborers 3 243 7.5 5,467.50

13,687.50

Labor Cost: (6"CHB)


Employ = 1 Foreman

3 Mason


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3 Laborers



Foreman 1 319 2 638.00

Mason 3 259 2 1,554.00

Laborers 3 243 2 1,458.00

3,650.00

Direct Cost = 94,866.76i. Plastering & Finishing

i.1 Walls QTY = 346.50 m

Basement Floor Walls(inside & outside) = 61.91 m

Ground Floor Walls(inside & outside) = 263.31 m

Lavatory counter top stand = 6.72 m

Septic Vault = 14.56 m

Material Cost:


Portland Cement pcs 104 252.00 26,208.00

Sand pcs 9 1212.50 10,912.50

37,120.50

Labor Cost:


Employ = 1 Foreman

3 Mason

3 Laborers



Foreman 1 319 15 4,785.00

Mason 3 259 15 11,655.00

Laborers 3 243 15 10,935.00

27,375.00


i.2 Columns & Beams QTY = 68.25 m

Basement Floor Columns = 23.00 mGround Floor Beams & Columns = 30.75 m

Roof Beams = 14.50 m

Material Cost:


Portland Cement pcs 21 252.00 5,292.00

Fine Sand pcs 2 1212.50 2,425.00

7,717.00

Labor Cost:


Employ = 1 Foreman

3 Mason

2 Laborers



Foreman 1 319 5 1,595.00

Mason 3 259 5 3,885.00

Laborers 2 243 5 2,430.00

7,910.00


j. Doors & Windows

j.1 Doors QTY = 16.80 m


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Computations:

D-1(2.1mx1.4m) = 2.94 m

D-2(2.1mx1.0m) = 4.20 m

D-3(2.1mx0.8m) = 3.36 m

D-4(2.1mx0.8m) = 3.36 m

D-5(2.1mx0.7m) = 2.94 m

Material Cost:


D-1(2.1mx1.4m Panel Type Door) sets 1 6000 6,000.00D-2(2.1mx1.0m Panel Type Door) sets 2 4000 8,000.00

D-3(2.1mx0.8m Flush Type Door) sets 2 2200 4,400.00

D-4(2.1mx0.8m Flush Type Door) sets 2 2200 4,400.00

D-5(2.1mx0.7m PVC Type Door) sets 2 1365 2,730.00

4"x4" Loose Pin Hinges pcs 21 53.00 1,113.00

Door Knob(Lever Type) sets 9 473.00 4,257.00

30,900.00

Labor Cost: (Installation of doors,hinges & door knob)


Employ = 1 Foreman

= 2 Carpenter

= 2 Laborers



Foreman 1 319 2.5 797.50

Carpenter 2 259 2.5 1,295.00

Laborers 2 243 2.5 1,215.00

3,307.50


j.2 Windows QTY = 16.20 m

Computations:

W-1(1.5mx1.8m) = 5.4 m

W-2(1.5mx1.2m) = 7.20 m

W-3(1.2mx1.2m) = 2.88 m

W-4(0.6mx0.6m) = 0.72 mMaterial Cost:


W-1(1.5mx1.8m) sq.ft 58 210.00 12,201.00

W-2(1.5mx1.2m) sq.ft 77 210.00 16,266.60

W-3(1.2mx1.2m) sq.ft 31 210.00 6,505.80

W-4(0.6mx0.6m) sq.ft 8 210.00 1,627.50

3/16" Clear Glass sq.ft 174 25.00 4,357.25

Silicon pcs 20 158.00 3,160.00

Silicon Gun pcs 1 158.00 158.00

44,276.15



Employ = 1 Foreman= 2 Welders

= 2 Laborers



Foreman 1 319 3 957.00

Welders 2 259 3 1,554.00

Laborers 2 243 3 1,458.00

3,969.00



19/67

k. Tileworks QTY = 29.97 m

Toilet Floor Tiles = 4.20 m

Toilet Walls Tiles = 14.85 m

Lavatory = 10.92 m

Material Cost:


8"X8" Ceramic Tiles pcs 367.00 14.00 5,138.00Tile Trim pcs 13.00 53.00 689.00

Tile Grout(2-kg pack) bags 15 53.00 795.00

Portland Cement bags 3 252.00 756.00

Sand m 1 1212.50 1,212.50

8,590.50



Employ = 1 Foreman

= 1 Skilled Laborer

= 1 Laborers



Foreman 1 319 3 957.00

Skilled Laborer 1 259 3 777.00

Laborers 1 243 3 729.00

2,463.00



l.1 Ceiling

l.1.1 Ground Floor Ceiling QTY = 90.42 m

Material Cost:


Flatwall enamel gal 5 499.00 2,495.00

Semi-gloss Quick Drying Enamel(2nd

Coat) gal 4 538.00 2,152.00

Semi-gloss Quick Drying Enamel(3rd

Coat) gal 4 538.00 2,152.00

9" Paint Roller(With Handle) set 4 168.00 672.00Paint Tray pcs 2 38.00 76.00

1" Paint Brush pcs 4 15.00 60.00

2" Paint Brush pcs 4 26.00 104.00Choco Brown (for the Moulding) gal 1 530.00 530.00

Glazing Putty gal 1 578.00 578.00

Paint thinner gal 1 273.00 273.00

Laquer Thinner gal 1 263.00 263.00

# 100 Sand Paper pcs 10 53.00 530.00

# 120 Sand Paper pcs 8 53.00 424.00

# 140 Sand Paper pcs 8 53.00 424.00

10,733.00

Labor Cost 1:(Surface Preparation)

Prod. Rate = 80 m/man-dayEmploy = 1 Foreman

= 1 Painter

= 1 Laborer



Foreman 1 319 1 319.00

Painter 1 259 1 259.00

Laborer 1 243 1 243.00

821.00


20/67

Labor Cost 2:(1st

Coat Wood Primer)


Employ = 1 Foreman

= 1 Painter

= 1 Laborer


Description No. Rate No. of Days AmountForeman 1 319 1 319.00

Painter 1 259 1 259.00

Laborer 1 243 1 243.00

821.00

Labor Cost 3:(2nd

Coat enamel paint)


Employ = 1 Foreman

= 1 Painter

= 1 Laborer



Foreman 1 319 1 319.00Painter 1 259 1 259.00

Laborer 1 243 1 243.00

821.00

Labor Cost 4:(3rd

Coat ename paint)


Employ = 1 Foreman

= 1 Painter

= 1 Laborer



Foreman 1 319 1 319.00

Painter 1 259 1 259.00

Laborer 1 243 1 243.00

821.00


l.1.2 Basement Floor Ceiling QTY = 22.91 m

Material Cost:


Flatwall Latex(1st

Coat) gal 1 448.00 448.00

Semi-gloss Latex(2nd

Coat) gal 1 518.00 518.00

Concrete Neutralizer gal 1 430.00 430.00

Masonry Putty gal 1 480.00 480.00

9" Paint Roller(With Handle) set 2 168.00 336.00

Paint Tray pcs 2 38.00 76.001" Paint Brush pcs 2 15.00 30.00


# 100 Sand Paper pcs 5 53.00 265.00

# 120 Sand Paper pcs 5 53.00 265.00

# 140 Sand Paper pcs 5 53.00 265.00

3,165.00



Employ = 1 Foreman


21/67

= 1 Painter

= 1 Laborer



Foreman 1 319 0.5 159.50

Painter 1 259 0.5 129.50

Laborer 1 243 0.5 121.50

410.50

Labor Cost 2:(Masonry Sealer)


Employ = 1 Foreman

= 1 Painter

= 1 Laborer



Foreman 1 319 0.5 159.50

Painter 1 259 0.5 129.50

Laborer 1 243 0.5 121.50

410.50

Labor Cost 3:(1st

Coat)Prod. Rate = 50 m/man-day

Employ = 1 Foreman

= 1 Painter

= 1 Laborer



Foreman 1 319 0.5 159.50

Painter 1 259 0.5 129.50

Laborer 1 243 0.5 121.50

410.50

Labor Cost 4:(2nd &

3rd

Coat)


Employ = 1 Foreman

= 1 Painter

= 1 Laborer



Foreman 1 319 0.5 159.50

Painter 1 259 0.5 129.50

Laborer 1 243 0.5 121.50

410.50


l.2 Walls, Columns & Beams QTY = 414.75 m

Material Cost:


Flatwall Latex(1st

Coat) gal 17 448.00 7,616.00

Semi-gloss Latex(2nd

Coat) gal 17 518.00 8,806.00

Concrete Neutralizer gal 14 430.00 6,020.00

Masonry Putty gal 2 480.00 960.00

9" Paint Roller(with Handle) set 4 168.00 672.00

Paint Tray pcs 4 38.00 152.00


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# 100 Sand Paper pcs 10 53.00 530.00

# 120 Sand Paper pcs 6 53.00 318.00

# 140 Sand Paper pcs 6 53.00 318.00

25,474.00



Employ = 1 Foreman= 1 Painter

= 1 Laborer



Foreman 1 319 2.5 797.50

Painter 1 259 2.5 647.50

Laborer 1 243 2.5 607.50

2,052.50

Labor Cost 2:(Masonry Sealer)


Employ = 1 Foreman

= 1 Painter

= 1 Laborer



Foreman 1 319 4 1,276.00

Painter 1 259 4 1,036.00

Laborer 1 243 4 972.00

3,284.00

Labor Cost 3:(1st


Employ = 1 Foreman

= 1 Painter

= 1 Laborer Duration = 4.15 say 4.5 days


Foreman 1 319 4.5 1,435.50

Painter 1 259 4.5 1,165.50

Laborer 1 243 4.5 1,093.50

3,694.50

Labor Cost 4:(2nd &

3rd


Employ = 1 Foreman

= 1 Painter

= 1 Laborer



Foreman 1 319 5 1,595.00

Painter 1 259 5 1,295.00

Laborer 1 243 5 1,215.00

4,105.00


III SANITARY WORKS

a.1 Sewerage System QTY = 1.00 lot


23/67

Material Cost:


100mmx3.0m PVC pipe(Orange) pcs 6 578.00 3468

100mmx100mm wye pcs 1 189.00 189

100mmx50mm wye reducer pcs 8 189.00 1512

100mmx45 deg elbow pcs 5 189.00 945

100mm dia. clean out pcs 2 100.00 200

50mmx 3.0m pvc pipe pcs 3 368.00 1104

50mmx50mm Tee pcs 7 79.00 55350mmx90 deg elbow pcs 8 47.00 376

50mmx45 deg elbow pcs 19 47.00 893

50mm p-trap pcs 4 79.00 316

100mm x 100mm stainless, floor drain pcs 2 95.00 190

Teflon tape pcs 5 25.00 125

Solvent liter 2 180.00 360

10,231.00

Labor Cost:


Foreman 1 319 3 957.00

Plumber 2 259 3 1,554.00

Laborer 2 243 3 1,458.00

3,969.00


a.2 Water Lines & Fittings QTY = 1.00 lot

Material Cost:


13mmx6m G.I. Pipe(sch. 40) pcs 5 299.00 1495

13mm coupling pcs 2 42.00 84

13mm union pcs 2 37.00 74

13mm dia. tee pcs 14 16.00 224

13mm dia. X 90 deg elbow pcs 11 11.00 121

13mm dia. gate valve pcs 1 210.00 210

13mmx300mm nipple pcs 9 45.00 405

Wall faucet(short) pcs 2 210.00 420

Gooseneck Spout Faucet pcs 5 851.00 4255Teflon tape pcs 5 25.00 125

7,413.00

Labor Cost:


Foreman 1 319 2 638.00

Plumber 2 259 2 1,036.00

Laborer 2 243 2 972.00

2,646.00


a.3 Sanitary Fixtures & Accessories QTY = 1.00 lot

Material Cost:

Description Unit Qty Unit Cost AmountLavatory(Stainless) & Accessories sets 3 2100.00 6300

Lavatory(ceramic) wall hang sets 2 924.00 1848

Water closet sets 2 5040.00 10080

3/8mm (1 1/2") x 0.60m stainless steel grab bar sets 2 350.00 700

Tissue holder pcs 2 280.00 560

Soap holder pcs 2 280.00 560

Hose bib pcs 2 90.00 180

20,228.00

Labor Cost:



24/67

Foreman 1 319 2 638.00

Plumber 2 259 2 1,036.00

Laborer 2 243 2 972.00

2,646.00


IV ELECTRICAL WORKS QTY = 1.00 lot

Material Cost:

Description Unit Qty Unit Cost AmountEntrance cap set 1 150 150

Meter box set 1 800 800

Kilowatt-hour meter with base set 1 2420 2420

Panel board center main TQC all bolt set 1 12700 12700

2 poles, 1-100A, 4-15A, 6-20A

13mm dia. pvc pipe(Mark Certified) pcs 150 55 8250

32mm dia pvc pipe(Mark Certified) pcs 2 150 300

12mm dia. X 3m ground rod pcs 1 500 500

38.0mm2

TW l. m. 3 240 720

2.0mm2

THHN(Phelph-dodge) box 2 2600 5200

3.5.0mm2

THHN(Phelph-dodge) box 2 3300 6600

50mm x 100mm utility box (deep type) pcs 32 25 800

Junction box pcs 27 30 810Convenience outlet element pcs 38 50 1900

Weatherproof duplex convenience outlet sets 4 450 1800

Electrical switch element

Single Pole switch element sets 18 50 900

Threeway switch sets 6 180 1080

Switch & Convenient Outlet plate

Single gang plate sets 5 25 125

Two gang plate sets 11 25 275

Three gang plate sets 3 25 75

4" dia. receptacle pcs 25 35 875

20 watts CFL (Philips) pcs 25 220 5500

Electrical Tape(Big) pcs 5 27 135

51,915.00

Labor Cost:(Note: Including installation/setting of panel board & breakers )


Foreman 1 319 13 4,147.00

Electrician 2 259 13 6,734.00

Laborer 2 243 13 6,318.00

17,199.00


A. TRANSHIPMENT OF CEMENT

Source: Lamut

Ave.Hauling Loaded Unloaded

Dist. (Kms) Speed(Kph) Speed(Kph)

Paved road at 7%-12% Grade 1 15 20

Unpaved road at 7%-12% Grade 13 5 10

Manuevering time/ Slack Time = 6 mins

Loading Time = 30 mins

Loaded Travel Time = 160 mins

Unloaded Travel Time = 81 mins

Unloading Time = 30 mins

307 mins

Using 1 Unit Dumptruck with capacity of 120bags

Working hours/day = 8 hrs

DERIVATION OF UNIT COST OF MATERIALS

Road condition


25/67

Rate per day = 4800 php

Total cycle time = 307 mins

Transhipment Cost/bag = 307 mins x 4,800/day x 1 day/8hrs x 1hr/60mins.

120 bags

Php. = 25.58 say 26.00 /bag

B. TRANSHIPMENT OF SAND AND GRAVEL

Source: Ongto

Ave.Hauling Loaded Unloaded

Dist. (Kms) Speed(Kph) Speed(Kph)

Paved road at 7%-12% Grade 10 15 20

Unpaved road at 7%-12% Grade (single lane) 13 5 10

Manuevering time/ Slack Time = 6 mins

Loading Time = 10 mins

Loaded Travel Time = 196 mins

Unloaded Travel Time = 108 mins

Unloading Time = 5 mins

325 mins

Using 1 Unit Dumptruck with capacity of 4.00 Cu.m Dump truck

Working hours/day = 8 hrs

Rate per day = 4800 php

Total cycle time = 325 mins

Transhipment Cost/m = 325 mins x 4,800/1day x 1 day/8hrs x 1hr/60mins.

4 m

Php. = 812.50 say 812.50 /m

Description Unit Pick-up Transhipment Unit Cost

Price

Cement Bag(s) 226 26.00 252.00

Sand Cu.m 400 812.50 1212.50

Gravel Cu.m 500 812.50 1312.50RSB Kgs 35 0.50 35.50

Plywood (1/4") Pcs 315 3.00 318.00

Marine plywood Pcs 315 3.00 318.00

#16 tie wire kg 74 0.00 74.00

Common Wire Nail kg 79 0.00 79.00

Flat Head Nail kg 84 0.00 84.00

Flatwall latex gal 448 0.00 448.00

Semi-gloss latex gal 518 0.00 518.00

Concrete neutralizer gal 430 0.00 430.00

Masonry putty gal 480 0.00 480.00

Flatwall enamel gal 499 0.00 499.00

Semi-gloss Quick Drying Enamel gal 538 0.00 538.00

Glazing Putty gal 578 0.00 578.00

Choco Brown gal 530 0.00 530.00Laquer thinner gal 263 0.00 263.00

Paint thinner gal 273 0.00 273.00

Paint Roller pc 168 0.00 168.00

Paint Tray pc 38 0.00 38.00

2" Paint Brush pc 26 0.00 26.00

1" Paint Brush pc 15 0.00 15.00

# 100 Sand Paper pc 53 0.00 53.00

# 120 Sand Paper pc 53 0.00 53.00

# 140 Sand Paper pc 53 0.00 53.00

Quarter round cornice pc 50 0.00 50.00

SUMMARY OF UNIT COST

Road condition


26/67

12' Ga #26 Corrugated GI Roofing(Galvalume) lin.ft. 32.00 0.50 32.50

8' Ga #26 Corrugated GI Roofing(Galvalume) lin.ft. 32 0.50 32.50

Ga #26 Plain GI(2.4m length) lin.ft. 475 0.25 475.25

Ga #26 Ridge Roll(2.4m length) lin.ft. 110 0.25 110.25

5/8"x8" Machine Bolts w/ nuts & washer lin.In. 56 0.00 56.00



1/2"x8" Anchor Bolts w/ nuts & washer set 54 0.00 54.00

1/4"x2" Post Strap pc 126 0.00 126.00

Umbrella Nail kg 105 0.00 105.00

Ga #26 Prefab flashing pc 162 0.00 162.00

Ga #26 Prefab Ridge Roll pc 162 0.00 162.00

4" CHB pc 9.5 0.50 10.00

6" CHB pc 13 0.75 13.75

4"x4" Loose Pin Hinges pc 53 0.00 53.00

Door Knob set 473 0.00 473.00

Steel casement window sq.ft 210 0.00 210.00

3/16" Clear glass sq.ft 25 0.00 25.00

silicon pc 158 0.00 158.00

Silicon Gun pc 158 0.00 158.00

8"x8" Tiles(Mariwasa) pc 14 0.00 14.00

Tile Trim pc 53 0.00 53.00

Tile Grout(2-kg pack) bag 53 0.00 53.00

Lumber bd.ft 22 0.00 22.00100mmx3.0m PVC pipe pc 578 0.00 578.00

100mmx100mm wye pc 189 0.00 189.00

100mm dia.x50mm dia. wye reducer pc 189 0.00 189.00

100mm dia.x45 deg elbow pc 189 0.00 189.00

100mm dia. clean out pc 100 0.00 100.00

50mm dia. x 3.0m pvc pipe pc 368 0.00 368.00

50mm dia.x50mm dia. Tee pc 79 0.00 79.00



50mm dia. p-trap pc 79 0.00 79.00

100mm x 100mm stainless, floor drain pc 95 0.00 95.00

Teflon tape pc 25 0.00 25.00

Solvent liter 180 0.00 180.00

13mmx6m G.I. Pipe(sch. 40) pc 299 0.00 299.0013mm coupling pc 42 0.00 42.00

13mm union pc 37 0.00 37.00

13mm dia. tee pc 16 0.00 16.00

13mm dia. X 90 deg elbow pc 11 0.00 11.00

13mm dia. gate valve pc 210 0.00 210.00

13mmx300mm nipple pc 45 0.00 45.00

Gooseneck Spout Faucet pc 851 0.00 851.00

Lavatory(Stainless) & Accessories pc 2100 0.00 2100.00

Water closet(Tank Type) pc 5040 0.00 5040.00

3/8mm (1 1/2") x0.60m stainless steel grab bar pc 350 0.00 350.00

Tissue holder pc 280 0.00 280.00

Soap holder pc 280 0.00 280.00

Hose bib pc 90 0.00 90.00


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Item Description % Wt Quantity Unit DC IC UC Amount


1. Project Billboard 0.08 1.00 lot 800.00 212 1012 1,012.00

II CIVIL WORKS

a. Earthworks

a.1. Excavation 0.98 47.89 m 9,971.00 2642.32 263.37 12,613.32

a.2. Backfilling & Compaction 0.91 34.20 m 9,204.00 2439.06 340.44 11,643.05a.3. Gravel Bedding 1.11 7.99 m 11,305.00 2995.83 1789.6 14,300.85

a.4 Soil Poisoning 0.81 174.60 m 8,227.50 2180.29 59.61 10,407.91

b. Concreting Works 13.89 29.44 m 141,202.50 37418.7 6068.2 178,621.30

c. Rebar Works & Tie Wire 16.14 4416.98 kgs 164,088.79 43483.5 46.99 207,553.89

d. Formworks & Scaffolding 9.54 201.82 m 96,969.50 25696.9 607.81 122,666.69

e. Carpentry Works

e.1 Door Jamb 0.84 150.22 bd.ft 8,523.00 2258.6 71.77 10,781.58

e.2 Ceiling joists & hanger 1.88 90.42 m 19,092.83 5059.6 267.11 24,152.09

e.3 Ceiling board 1.28 90.42 m 13,059.00 3460.64 182.7 16,519.73

e.4 Fascia board 0.48 36.00 l.m. 4,889.00 1295.59 171.79 6,184.44

e.5 Moulding 0.26 84.03 l.m. 2,660.50 705.03 40.05 3,365.40

e.6 Wood Louver Ventilation 0.10 2.00 sets 989.00 262.09 625.55 1,251.10

e.7 Lavatory cabinet door(flush door 0.63 1.00 lot 6,415.67 1700.15 8115.8 8,115.82

e.8 Counter Top(Midwife Station) 0.29 1.00 lot 2,914.33 772.3 3686.6 3,686.63

f. Roof Framing

f.1 Truss 1.70 326.00 bd.ft 17,237.50 4567.94 66.89 21,806.14

f.2 Rafter 1.10 206.00 bd.ft 11,230.50 2976.08 68.96 14,205.76

f.3 Purlins 1.18 110.00 m 12,017.50 3184.64 138.2 15,202.00

g. Roofing Works

g.1 Corrugated GI Roof 2.65 110.00 m 26,961.00 7144.67 310.05 34,105.50

g.2 Plain GI Ridge Roll & Flashing 0.63 53.00 l.m 6,364.50 1686.59 151.91 8,051.23

h. Masonry Works 9.33 176.27 m 94,866.76 25139.7 680.81 120,006.38


i.1 Walls 6.35 346.50 m 64,495.50 17091.3 235.46 81,585.71

i.2 Columns & Beams 1.54 68.25 m 15,627.00 4141.16 289.64 19,767.93

j. Doors & Windows 0.00

j.1 Doors 3.37 16.80 m 34,207.50 9064.99 2575.7 43,272.43j.2 Windows 4.75 16.20 m 48,245.15 12785 3767.3 61,030.10

k. Tileworks 1.09 29.97 m 11,053.50 2929.18 466.56 13,982.80


l.1 Ceiling

l.1.1 Ground Floor Ceiling 1.38 90.42 m 14,017.00 3714.51 196.1 17,731.36

l.1.2 Basement Floor Ceiling 0.47 22.91 m 4,807.00 1273.86 265.42 6,080.77

l.2 Walls, Columns & Beams 3.80 414.75 m 38,610.00 10231.7 117.76 48,840.37

III SANITARY WORKS

a.1 Sewerage System 1.40 1.00 lot 14,200.00 3763 17963 17,963.00

a.2 Water Lines & Fittings 0.99 1.00 lot 10,059.00 2665.64 12725 12,724.64a.3 Sanitary Fixtures & Accessories 2.25 1.00 lot 22,874.00 6061.61 28936 28,935.61

IV ELECTRICAL WORKS 6.80 1.00 lot 69,114.00 18315.2 87429 87,429.21

Total Direct Cost = 1,016,299.03

Indirect Cost(26.5% of TDC) = 269,319.24

Sub-total = 1,285,618.27

PLGU Overhead Expenses =

Construction Contingencies =

Total Estimated Project Cost = 1,285,618.27

SUMMARY


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Computations for CHB & bars: No. of wall/ RSB

Width Height door/window Hor.

Basement:(6"CHB) 2.7 3.2 2 17.28 5 pcs X 2.7

3.7 3.2 1 11.84 5 pcs X 3.7

29.12

Basement:(4"CHB) 2.7 3.2 2 17.28 5 pcs X 2.7

3.7 3.2 1 11.84 5 pcs X 3.7

less doors/windows 1 2.1 1 2.11.2 1.2 2 2.88

24.14

Ground Floor: 3.7 2.7 2 19.98 5 pcs X 3.7

2.7 2.7 9 65.61 5 pcs X 2.7

2.7 2.7 3 21.87 5 pcs X 2.7

3.4 3 1 10.2 5 pcs X 3.4

2.8 3 1 8.4 5 pcs X 2.8

1.9 3 1 5.7 5 pcs X 1.9

1.85 3 1 5.55 5 pcs X 1.85

less doors/windows 2.1 1.4 1 2.94

2.1 1 1 2.1 plus 12% factor

2.1 0.8 2 3.36 2.1 0.8 2 3.36

2.1 0.7 2 2.94

1.8 1.5 2 5.4

1.2 1.5 4 7.2

0.6 0.6 2 0.72

109.29

Septic Vault: 1.3 1.4 2 3.64

1 1.4 1 1.4

3.1 1.4 2 8.68


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13.72 m

lavatory: 0.6 0.8 7 3.36 m

Computat ions fo r wal l plaster ing: No. of faces/

Width Height door/window

Basement:(6"CHB) 2.7 2.45 2 13.233.7 2.45 1 9.065

22.295 m

Basement:(4"CHB) 2.7 2.45 4 26.46

3.7 2.45 2 18.13

less doors/windows 1 2.1 1 2.1

1.2 1.2 2 2.88

39.61 m

Ground Floor: 3.7 2.7 4 39.96

2.7 2.7 26 189.54

3.4 2.7 2 18.36

2.8 2.7 2 15.12

1.9 2.7 2 10.26

1.85 2.7 2 9.99

1.5 2.7 2 8.1

less doors/windows 2.1 1.4 1 2.94

2.1 1 1 2.1

2.1 0.8 2 3.36

2.1 0.8 2 3.36

2.1 0.7 2 2.94

1.8 1.5 2 5.4

1.2 1.5 4 7.2

0.6 0.6 2 0.72

263.31 m

Septic Vault: 1.1 1.4 4 6.16

1 1.4 2 2.82 1.4 2 5.6

14.56 m

Lavatory: 0.6 0.8 14 6.72 m

Computat ions for columns & beams:

Width Height No. of faces

Basement floor:

Columns: 0.5 2.8 5 7

0.8 2.8 1 2.24

0.2 2.45 4 1.96

Beams: 2.7 0.5 4 5.43.7 0.5 1 1.85

2.7 0.25 4 2.7

3.7 0.25 2 1.85

Ground Floor:

Columns: 0.75 3 3 6.75

0.8 3 1 2.4

0.5 3 6 9

0.2 3 11 6.6

0.5 3 4 6

Roof Beams:


38/67

2.7 0.4 8 8.64

3.7 0.4 2 2.96

2.7 0.1 8 2.16

3.7 0.1 2 0.74

68.25


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47/67

1.00

47.89

34.20174.60

29.44

4,416.98

201.82

150.22

36.00

2.00

326.00

206.00

110.00

110.00

53.00

176.27

47.44

16.80

16.20

29.97

1.00

1.001.00

1.00

1,285,597.00


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Ver

m 5 pcs X 3.20 m = 29.5 m

m 7 pcs X 3.20 m = 40.9 m

m 5 pcs X 3.20 m = 29.5 m

m 7 pcs X 3.20 m = 40.9 m

m 7 pcs X 2.70 m = 37.4 m

m 5 pcs X 2.70 m = 27 m

m 5 pcs X 2.70 m = 27 m

m 6 pcs X 3.00 m = 35 m

m 5 pcs X 3.00 m = 29 m

m 4 pcs X 3.00 m = 21.5 m

m 4 pcs X 3.00 m = 21.25 m

338.95 m

(splice & hooks) 372.845 m x 0.617kg/m= 258 kgs


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Documents

MAGULON BHS