Board Room Conferrence Table

8/12/2019 Board Room Conferrence Table

1/13

1. Concreting of Plain Flooring 2 men pour 1.2

2. Concreting of Reinf. Flooring 2 men pour 0.84

3. Concreting of Column & Beam 2 men pour 0.50

4. Finishing of Flooring (rough) 2 men finishes

5. Finishing of CHB Joints 2 men finishes6. Plastering of CHB 2 men plaster

7. Laying of CHB 2 men lay 100

8. Breaking old RC Flooring 2 men break 0.3

9. Laying of glazed tile 4"x4" 2 men lay 100

10. Laying of glazed tile 6"x6" 2 men lay 72

11. Installation of Water Closet 2 men install 1

12. Installation of Lavatory 2 men install 1

13. Installation of G.I. Sheets 32"x8" on Steel Frames 2 men install 11

14. Installation of G.I. Sheets 32"x8" on Wooden Frames 2 men install 20

15. Installation of G.I. Sheets 32"x12" on Steel Frames 2 men install 10

16. Installation of G.I. Sheets 32"x12" on Wooden Frames 2 men install 15

17. Fabricating and Installation of Gutter Downspout, Ridge roll 2 men fab. Install18. Installation of G.I. Pipe 1/2 x 20" 2 men install 20

19. Installation of Doors and Window Jamp 1 men install 3

20. Installation of Door (Complete of Hinges and Knob) 1 men install 2

21. Fabrication of Doors (Excluding Planning of Frames) 1 men make 3

22. Planning Rough Lumber (Including Allignment) 1 man Plane 48

23. Planning Rough Lumber (No Allignment) 1 man Plane 120

24. Installation of Plywood Board 2 men install 15

25. Installation of Wooden Post 2 men install 96

26. Installation of Wood Jalousies Windows 1 men install 18.75

I. Earth Works:

a. Excavation 1.82 man hours/cu.m.

b. Backfill 1.34 man hours/cu.m.

II. Form Works:

a. Footing, grade, 2.5 man hours/sq.m.

column

b. Beams, bond beams, 2.8 man hrs./sq.m.

floor slab

c. Roof beams & bond 3.01 man hrs./sq.m.

beams

d. Roof slab 3.34 man hrs./sq.m.

e. Retaining Walls 2.4 man hrs./sq.m.

f. Stairs & Landing 2.48 man hrs./sq.m.

Labor EstimateActivities

CONSTRUCTION WORK CAPACITIES IN M


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g. Form oil application 6 man hrs./sq.m.

III. Reinforcement:

a. Reinforcement of 9 man hours/100 kilos

footing up to roofing

b. Grade Slab EWP 13 man hours/100sq.m.

c. Floor membrane 15 man hours/100sq.m.d. Roof beams & bond 2.88 man hours/cu.m.

beams

e. Stairs 2.6 man hours/cu.m.

f. Roof Slab 2.91 man hours/cu.m.

g. Curing (water) 2 man hours/day for 7 days

h. Equipment:

1 Vibrator 16 min./cu.m.

2 Crane 4 cu.m./man hour

FORMWORKSMANHOURS PER SQUARE METER

ITEMS

Carpenter Laborer

1. Continous Wall Type (CHB) 0.70 0.40 1.10

2. Foundation on Pile Caps 1.50 0.65 2.15

3. Grade Beam or FTB 0.75 0.40 1.15

4. Walls Ground to 8 ft. high 1.10 0.72 1.82

5. Walls 8 ft. to 16 ft. high 1.21 0.78 1.99

6. Walls 16 ft. to 20 ft. high 1.35 0.90 2.25

7. Columns 1.22 0.80 2.028. Beams & Girders 1.90 1.22 3.12

9. Elevated Slabs (word shores) 1.15 1.16 2.31

10. Elevated Slabs (adjusted shores) 0.70 0.90 1.60

SCAFFOLDINGLENGTH

Erect Dismantle Total Erect

1 to 2 Section Long 1.20 0.35 1.55 1.40

3 to 5 Section Long 0.75 0.5 1.25 0.85

6 section or more long 0.65 0.35 1.00 0.75

1. Common Excavation (Manual) 6.00 MH/cu.m.

2. Common Excavation (Machine) 0.50 MH/cu.m.

3. Hook Excavation (Manual & Machine) 8.00 MH/cu.m.

4. Structural Backfill (Manual) 5.00 MH/cu.m.

Dism

1.

0.

0.

UNIT MANHOURS ITEM OF WORK

MANHOURS

Total

1 or 2 Section High More than


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5. Structural Backfill (Machine) 2.00 MH/cu.m.

6. Hauling Spoils 1.00 MH/cu.m.

7. Trenching by Hand 6.00 MH/cu.m.

8. Trenching by Machine 0.20 MH/cu.m.

9. Piping Installation

CONCRETE FOUNDATION AND ELEVATED CONCRETE UNIT MANHOURS

1. GRADE MEMBER

Formwork 2.54 MH/sq.m.

Concreting 8.54 MH/sq.m.

Rebar Works 0.07 MH/sq.m.

Finishing 0.40 MH/sq.m.

2. SUSPENDED MEMBER

Formwork 3.28 MH/sq.m.

Concreting 16.70 MH/sq.m.

Rebar Works 0.08 MH/sq.m.

Finishing 0.80 MH/sq.m.

Excavation 1.35 cu.m./man day

Backfill 3.87 cu.m./man day

Disposal of spoils 4.70 cu.m./man day

Formworks 2.70 cu.m./man day

Steelworks 10.00 kg./man day

Concreting 0.91 cu.m./man dayFinishing 11.80 cu.m./man day

CHB Zocalo wall 2.40 sq.m./man day

Ground floor slab (concreting) 1.00 cu.m./man day

6 mm 0.222 0.2827 1.332 1.665 1.998

10 mm 0.616 0.7854 3.696 4.62 5.544

12 mm 0.887 1.131 5.322 6.6525 7.983

16 mm 1.577 2.011 9.462 11.8275 14.193

20 mm 2.463 3.142 14.778 18.4725 22.167

25 mm 3.848 4.919 23.088 28.86 34.632

28 mm 4.827 6.1575 28.962 36.2025 43.443

32 mm 6.305 8.0425 37.83 47.2875 56.745

36 mm 7.98 10.179 47.88 59.85 71.82

FORMULAS TO FIND APPROXIMATE NUMBER OF NAILS REQUIRED

83.79 95.

50.6835 57.

66.2025 75.

25.8615 29.

40.404 46.

9.3135 10.

16.5585 18.

2.331 2.6

6.468 7.3

MISCELLANEOUS LABOR OUTPUT

PHILIPPINE STANDARD WEIGHT OF REINFORCING BARSNominal

diameter

Unit Wt.

kg./meter

Nominal

sectional

6.00m

kilograms

7.50m

kilograms

9.00m

kilograms

10.50m kilograms 12.00m kilo


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Number of Pounds (12d + 60d, framing) = d/6 x BF/100

Number of Pounds (2d to 12d, sheating) = d/4 x BF/100

where

d = size of desired nail in pennies

BF = total board feet to be nailed


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cu.m. concrete/day

cu.m. conc./day

cu.m. conc./day

72 sq.m./day

420 pcs./day8 sq.m./day

pcs./day

cu.m./day

pcs./day

pcs./day

set water closet/2 days

set Lav./1 1/2 day

sheets/day

sheets/day

sheets/day

sheets/day

5 sheets: 32"x8" G.I. sheets/daylights/day

pcs. 2"x5"x16" or 40 bd.ft./day

pcs. Door/day

pcs./day

bd.ft./day

bd.ft./day

sheets 4'x8'/day

bd.ft./day

sq.ft/day

88.88889

AN HOURS


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Total

2.40

1.45

1.15

antle

0

0

0

Sec. High


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76

24

66

56

176

44

24

64

92

grams


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9/13

Project: PROPOSED BOARD ROOM CONFERENCE TABLE

Location: 2nd. Floor Board Room, Main Office, Pilar Street, Zamboanga City

Project Description:

d. Painting Works

Scope of Works:

Non - Engineering Basic Cost

Supervision

Engineering Basic Cost

I. Mobilization

II. Carpentry Works

III. Office Equipment

IV. Painting Works

V. Demobilization

Cost of Project: Php247,179.07

ITEM

NO.UNIT QTY. UNIT COST

1 - Engineering Assistant days 21 524.00

Direct Cost

I. lot 1 5,000.00

Direct Cost

II.

a. Materials:

19mm. thk. x 1.20m. x 2.40m. Marine Plywood shts. 10 1,898.75

* 6mm. Thk. X 1.20m. X 2.40m. Marine Plywood shts. 2 575.75

8 pcs. - 1" x 1" x 8' Lauan Wood, S4s (wood nosing) bd.ft. 5 37.00

2" Finishing Nail kgs. 3 85.00

1 1/2" Finishing Nail kg. 1 85.00

400mm. Length Drawer Rolling Slide sets 40 64.75

White Wood Glue gal. 1 490.00

Rugby gals. 2 515.00

Upholstery Cloth ln.m. 6 142.00

Drawer Handle sets 20 37.00

Drawer Lock sets 20 116.00

b. Labor:

4 - Carpenters days 6 366.00

2 - Laborers days 6 317.00

Direct Cost

a Mate ials

ENGINEERING BASIC COST

MOBILIZATION

CARPENTRY WORKS

1. Fabrication of Five (5) Units Office Tables

2. Fabrication of Twelve (12) Units Conferrence Table

1. Fabrication of Five (5) Units Office Tables

2. Fabrication of Twelve (12) Units Conference Table

Supply & Delivery of Five (5) Units Office Chair

D E S C R I P T I O N

NON - ENGINEERING BASIC COST

SUPERVISION

Republic of the Philippines

ZAMBOANGA CITY WATER DISTRICT

Pilar Street, Zamboanga City

a. Fabrication of Twelve (12) Units Conference Table

b. Fabrication of Five (5) Units Office Tables

c. Supply & Delivery of Five (5) Units Office Chair


10/13

2" Finishing Nail kgs. 5 85.00

1 1/2" Finishing Nail kg. 1 85.00

400mm. Length Drawer Rolling Slide sets 24 64.75

White Wood Glue gal. 1 490.00

Drawer Handle sets 12 37.00

Drawer Lock sets 12 116.00

b. Labor:

4 - Carpenters days 10 366.00


Direct Cost

III.

Office Chair/ Low back and seat molded foam cushion, lockable tilting units 5 4,600.00

mechanism, polyurethane or polypropylene armrest, five legged and black

leatherette back and nylon twin caster pneumatic height adjustment

Direct Cost

IV. PAINTING WORKS

a. Materials

#120 Sand Paper Water Proof pcs. 14 11.00

2" Paint Brush pcs. 4 36.75

1" Paint Brush pcs. 4 13.75

Lacquer Thinner gal. 1 462.25 Paint Thinner gals. 2 390.00

Acrylic Solvent Based Primer gals. 5 820.000

Acrylic Solvent Based Putty Filler gals. 4 506.000

Acrylic Solvent Based Top Coat White gals. 10 1,040.55

Acrylic Solvent Based Reducer gals. 4 384.75

Tinting for acrylic base solvent finish paint:

Raw Sienna (1/4L) cans 2 96.75

Black (1/4L) cans 2 96.75

Thalo Blue (1/4L) cans 2 96.75

Toluodine Red (1/4L) cans 2 96.75

Burt Umber (1/4L) cans 2 96.75

Baby Roller w/ Tray pcs. 2 130.00

b. Labor:

2 - Painters days 6 366.00


Direct Cost

V. DEMOBILIZATION lot 1 5,000.00

Direct Cost

Sizing Requirements

Note: *All sizes referred herein should mean commercially available measurements with tolerance of +

Summary of Manpower:

7 - Skilled Workers

2 - Unskilled Workers

Supply & Delivery of Five (5) Units Office Chair

OFFICE EQUIPMENT


11/13

PROPOSED BOARD ROOM CONFERENCE TABLE 2ND FLOOR, BOARD ROOM, MAIN OFFICE, PILAR ST., ZAMBOANGA C

Stations :

Length :

ITEM ESTIMATED DIRECT

NO. COST

NON - ENGINEERING BASIC COST

21 days 11,004.00Php 10% 10% 20%

ENGINEERING BASIC COST

I. Mobilization 1 lot 5,000.00Php 10% 10% 20%

II. Carpentry Works

1. Fabrication of Office Tables 5 units 41,274.00Php 10% 10% 20%

2. Fabrication of Conference Table 12 units 69,544.75Php 10% 10% 20%

III. 5 units 23,000.00Php 10% 10% 20%

IV. Painting Works 7 days 29,090.25Php 10% 10% 20%

V. 1 lot 5,000.00Php 10% 10% 20%

TOTAL

DATE PREPARED:

January 20, 2014

Prepared by: Designed by: Checked & Reviewed by:

FELIXBERTO R. CAARE, JR., RMP EDITO M. BAUTISTA, JR. MARIE CLAIRE C. BONGO

Researcher/ Analyst A Senior Engineer A - C.E. Principal Engineer C

Planning & Design Division Planning & Design Division Planning & Design Division

Approved by: Recommending Project Implementation: Approved

EFREN C. SALVACION ALNULFO A. ALFONSO LEONARD

Officer - In - Charge Department Manager C General M

Engineering Department Maintenance Department

Demobilization

Office Equipment

(7) (8)

Supervision

(1) (2) (3) (4) (5) (6)

IN PERCENT

OCM PROFIT %

APPROVED BUDGET FOR THE C

Project Name and Location

DESCRIPTION QUANTITY UNIT

MARK-UPSTOTA


12/13

R DAYS

UNIT

COST

(13)

(12)/(3)

704.26Php

6,720.00Php

11,094.45Php

7,789.01Php

6,182.40Php

5,585.33Php6,720.00Php

CHMENT "A"


13/13

PROJECT : PROPOSED BOARD ROOM CONFERENCE TABLELocation : 2nd. Floor Board Room, Main Office, Pilar Street, Zamboanga City

Project Cost :

Project Duration : TWENTY (20) Calendar DaysManpower Requirements : 9 Manpower (1-Engineering Assistant, 4 -Carpenters, 2 -Painters, 2 -Laborers)

NON-ENGINEERING BASIC ITEMS

SUPERVISION 5.98% # # # # # # #

ENGINEERING BASIC ITEMS

I. MOBILIZATION 2.72% # #

II. CARPENTRY WORKS1. Fabrication of Five (5) Units Office Tables 22.44% # # # # # #

2. Fabrication of Twelve (12) Units Conferrence Table 37.81%

III. OFFICE EQUIPMENT 12.51%

IV. PAINTING WORKS 15.82%V. DEMOBILIZATION 2.72%

TOTAL PROJECT COST 100%

CASH OUTLAY REQUIREMENT

TARGETED COMPLETION THIS PERIOD

COMMULATIVE COMPLETION TO DATE

Prepared by: Reviewed & Checked by: Submitted by: Approved

FELIXBERTO R. CAARE, JR. RMP MARIE CLAIRE C. BONGO MARLI P. ACOSTA-DE FIESTA EFREN C.

Researcher/Analyst A (J.O.) Principal Engineer C Officer-In-Charge Officer - In

Planning & Design Division Planning & Design Division Planning & Design Division Engineerin

RecommendingProject Implementation: Approved for Project Implementation:

ARNULFO A. ALFONSO LEONARDO REY D. VASQUEZ

Department Manager General Manager

Maintenance Department

C A

39,097.30PhP6,720.00PhP

247,179.07Php

6,720.00PhP

55,472.26PhP93,468.14PhP

30,912.00PhP

14,789.38PhP

Republic of the Philippines

ZAMBOANGA CITY WATER DISTRICTPilar St., Zamboanga City

GANTT CHART

247,179.07Php

Work Item Amounts % Perfected

Documents

Board Room Conferrence Table