Board Room Conferrence Table
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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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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
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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
2 - Laborers days 10 317.00
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
2 - Laborers days 6 317.00
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
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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
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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"
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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