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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 finishes
6. 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 10010. 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 1525. 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
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 kilosfooting 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 1.996. Walls 16 ft. to 20 ft. high 1.35 0.90 2.25
7. Columns 1.22 0.80 2.02
8. 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
SCAFFOLDINGLENGTHErect 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
MANHOURS
Total
1 or 2 Section High More than
Dism
1.
0.
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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 daySteelworks 10.00 kg./man day
Concreting 0.91 cu.m./man day
Finishing 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
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
2.331 2.6
6.468 7.3
9.3135 10.
16 5585 18
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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
whered = size of desired nail in pennies
BF = total board feet to be nailed
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cu.m. concrete/day
cu.m. conc./daycu.m. conc./day
72 sq.m./day
420 pcs./day
8 sq.m./day
pcs./day
cu.m./day
pcs./daypcs./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'/daybd.ft./day
sq.ft/day
AN HOURS
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Total
2.40
1.45
Sec. High
antle
0
0
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grams
64
92
44
24
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PROJECT : PROPOSED CHANGE ORDER OF CREEK CROSSINGLocation : Spillway, Brgy. Salaan, Zamboanga City
Project Cost :
Project Duration : THIRTY(30) Calendar Days
Manpower Requirements : 15 Manpower (1-Engineering Assistant, 1-Mason/Steelman, 1-Pipefitter, 1-Welder, 1-Carpenter & 10-Laborers)
NON-ENGINEERING BASIC ITEMS
A. SUPERVISION 4.01%
ENGINEERING BASIC ITEMS
I. MOBILIZATION 1.28%
II. HAULING OF MATERIALS 13.11% # # # # #
III. FINAL STAKING/LINE AND GRADE 0.25%
IV. EXCAVATION AND BACKFILLING WORKS 1.21%V. CONSTRUCTION OF CATENARY AND INSTALLATION OF G.I. PIPE 78.87% # # # # # # # # # # # # # # # # # # # # #
VI. DEMOBILIZATION 1.28%TOTAL PROJECT COST 100%
CASH OUTLAY REQUIREMENT
TARGETED COMPLETION THIS PERIOD
COMMULATIVE COMPLETION TO DATE
RecommendingPrepared by: Reviewed & Checked by: Approved by: Project Implementation:
FELIXBERTO R. CAARE, JR. RMP MARIE CLAIRE C. BONGO MARLI P. ACOSTA-DE FIESTA ARNULFO A. ALFONSOResearcher/Analyst A (J.O.) Principal Engineer C Officer-In-Charge Department ManagerPlanning & Development Section Planning & Development Section Planning & Design Division Maintenance Department
56,518.00PhP
Php431,266.00
100.00%
17,292.00PhP
Amounts % Perfected
C A L E N D A R D A Y S
Work Item
1,072.50PhP
340,153.00PhP
100.00%
431,266.00Php
5,500.00PhP
Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICTPilar St., Zamboanga City
5,230.50PhP
5,500.00PhP
GANTT CHART
431,266.00Php
30
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# # # # # # #
Approved for Project Implementation:
LEONARDO REY D. VASQUEZGeneral Manager
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Project: PROPOSED CHANGE ORDER OF CREEK CROSSING
Location: Spillway, Brgy. Salaan, Zamboanga City
Project Description:
Construction/ installation of catenary, pipe creek crossing
Scope of Works:
Non - Engineering Basic Cost
A. Supervision
Engineering Basic Cost
I. MobilizationII. Hauling of Materials
III. Final Staking/Lay-outing/Line and Grade
IV. Excavation and Backfilling Works
V. Construction of Catenary/ G.I. Pipe Installation Works
VI. Demobilization
Cost of Project: Php431,266.00
ITEMNO.
UNIT QTY. UNIT COST AMOUNT
A.
1 - Engineering Assistant days 30 524.00 15,720.00
15,720.00
DIRECT COST 15,720.00
I. lot 1 5,000.00 5,000.00
5,000.00
DIRECT COST 5,000.00
II.
A. Equipment Rental:
1 - Cargo Truck (w/ fuel & driver) days 5 9,008.00 45,040.00
45,040.00
B. Labor:
4 - Laborers days 5 317.00 6,340.00
6,340.00
DIRECT COST 51,380.00
III.
Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City
D E S C R I P T I O N
NON - ENGINEERING BASIC COST
SUPERVISION
ENGINEERING BASIC COSTMOBILIZATION
Note : Hauling of materials from Pasonanca Motorpool to Project Site
HAULING OF MATERIALS
FINAL STAKING/LINE AND GRADE
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* 16mm. x 7.50m. Def. Reinforcing Steel Bars pcs. 6 525.00 3,150.00
* 10mm. x 6.00m. Def. Reinforcing Steel Bars pcs. 15 168.00 2,520.00
#16 G.I. Tie-wire kgs. 6 75.00 450.00
39 pcs. - 2" x 3" x 10' Coco Lumber bd.ft. 195 20.00 3,900.00
12 pcs. - 2" x 4" x 10' Coco Lumber bd.ft. 80 20.00 1,600.00* 12mm. thk x 1.20m. x 2.40m. Ordinary Plywood shts. 2 750.00 1,500.00
2" C.W. Nail kg. 1 63.00 63.00
4" C.W. Nail kgs. 6 58.00 348.00
* 25mm. x 6.00m. M.S. Plain Round Bar pcs. 3 1,364.00 4,092.00
* 12mm. x 6.00m. M.S. Plain Round Bar pc. 1 255.00 255.00
16mm. x 6 x 19 Galvanized Strand Wire Rope, IWRC EIPS ln.mtrs. 47 612.00 28,764.00
25mm. Hook & Eye Galvanized Iron Turnbuckle (Heavy Duty) pcs. 2 473.00 946.00
16mm. G.I. Extra Heavy Wire Rope Thimbles pcs. 2 240.00 480.00
* 6mm. thk. x 50mm. x 6.00m. M.S. Flat Bar pcs. 9 824.00 7,416.00
12mm. x 38mm. Stainless Steel Bolt w/ Nut & Washer pcs. 116 36.00 4,176.00
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19mm. Thk. X 300mm. X 350mm. M.S. Plate w/ 4-22mm. Bolt Holes pcs. 2 2,400.00 4,800.00
19mm. x 150mm. Bent Concrete Anchor Bolt w/ Nut & Washer (Heavy Duty) pcs. 8 127.00 1,016.00
16mm. G.I. Wire Rope Clip, Heavy Duty pcs. 6 28.00 168.00
100mm. x 6.00m. G.I. Pipe, ASTM A53-90A Heavy Gauge pcs. 5 9,877.00 49,385.00
16mm. Thk. X 229mm. O.D. x 116mm. I.D. Steel Ring Flange w/ 8-19mm. pcs. 18 516.00 9,288.00Bolt Holes in accordance w/ AWWA C207 Class D Std.
6mm. Thk Rubber Gasket kgs. 18 60.00 1,080.00
16mm. x 63.50mm. Hex. Head Stainless Bolt w/ Nut & Washer pcs. 72 82.00 5,904.00
* 6mm. thk. x 50mm. x 50mm. M.S. Angle Bar pc. 1 1,500.00 1,500.00
16mm. x 150mm. Bent Concrete Anchor Bolt w/ Nut & Washer (Heavy Duty) pcs. 6 107.00 642.00
Hacksaw Blade pcs. 5 62.00 310.00
6011 Welding Rod kgs. 3 144.00 432.00
Metal Primer gal. 1 427.00 427.00
Quick Dry Enamel (Paint Blue) gal. 1 606.00 606.00
2" Paint Brush pcs. 3 27.00 81.00155,910.00
B. Labor:
10 - Laborers days 28 317.00 88,760.00
1 - Steelman days 28 366.00 10,248.00
1 - Welder days 28 366.00 10,248.00
1 - Carpenter days 28 366.00 10,248.00
1 - Pipefitter days 28 341.00 9,548.00
129,052.00
C. Equipment Rental:
1 - Unit Generator Set/ Welding Machine w/ Complete accessories (w/ fuel) days 6 3,128.00 18,768.002 - Units Chain Block days 2 500.00 2,000.00
1 - Unit Angle Grinder days 5 300 1,500.00
2 - Units Wire Rope Grip/ Pull Lifting Machines (Winch) days 2 500 2,000.00
24,268.00
DIRECT COST 309,230.00
VI. DEMOBILIZATION lot 1 5,000.00 5,000.00
5,000.00
DIRECT COST 5,000.00
Sizing Requirements
Note: *All sizes referred herein should mean commercially available measurements with tolerance of + 1mm.
Summary of Manpower:
5 - Skilled
10 - Unskilled
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PROPOSED CHANGE ORDER OF SALAAN CREEK CROSSING SPILLWAY, BRGY. SALAAN, ZAMBOANGA CITY
Stations : Sta. 0+000.00 - Sta. 0+042.00
Length : 42.00 LN. MTRS.
ITEM ESTIMATED DIRECT TOTAL
NO. COST INDIRECT COST
(9) (10) (11)
(5)X(8) 12%((5)+(9)) (9)+(10)
NON - ENGINEERING BASIC COSTA. 30 days 15,720.00Php 10% 10% 1,572.00Php 1,572.00Php
ENGINEERING BASIC COST
I. Mobilization 1 lot 5,000.00Php 10% 10% 500.00Php 500.00Php
II. Hauling of Materials 5 days 51,380.00Php 10% 10% 5,138.00Php 5,138.00Php
III. 1 day 975.00Php 10% 10% 97.50Php 97.50Php
IV. Excavation & Backfilling Works 9.11 cu.m. 4,755.00Php 10% 10% 475.50Php 475.50Php
V. 42 ln.mtrs. 309,230.00Php 10% 10% 30,923.00Php 30,923.00Php
VI. 1 lot 5,000.00Php 10% 10% 500.00Php 500.00Php
TOTALDATE PREPARED:
October 23, 2013
Prepared by: Designed by: Checked & Reviewed by: Submitted By:
FELIXBERTO R. CAARE, JR., RMP EDITO M. BAUTISTA, JR. MARIE CLAIRE C. BONGO MARLI ACOSTA - DE FIESTA
Researcher/ Analyst A Senior Engineer A - C.E. Principal Engineer C Officer - In - Charge
Planning & Design Division Planning & Design Division Planning & Design Division Planning & Design Division
Approved by: Recommending Project Implementation: Approved for Project Implementation:
EFREN C. SALVACION ALNULFO A. ALFONSO LEONARDO REY D. VASQUEZ
Officer - In - Charge Department Manager C General Manager A
Planning & Design Division Maintenance Department
Demobilization
Final Staking/ Line & Grade
NO VAT
PROJECT WILL
BE UNDER
TAKEN BY
ADMIN.
Construction of Catenary & Installation of
G.I. Pipe
(1) (2) (3) (4) (5) (6)
VAT
Supervision
(7)
IN PERCENT
OCM PROFIT % VALUE
(8)
APPROVED BUDGET FOR THE CONTRACT
Project Name and Location
Contract
DESCRIPTION QUANTITY UNIT
MARK-UPSTOTAL MARK-UP
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30 Calendar Days
UNIT
COST
(13)
(12)/(3)
576.40Php
5,500.00Php
11,303.60Php
1,072.50Php
574.15Php
8,098.88Php
5,500.00Php
431,266.00Php
5,500.00Php
56,518.00Php
5,230.50Php
340,153.00Php
(12)
(5)+(11)
17,292.00Php
1,072.50Php
5,500.00Php
TOTAL COST
ATTACHMENT "A"
D.O. No. 29 S.2011
uration:
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Project: PROPOSED BOARD ROOM CONFERRENCE TABLELocation: 2nd. Floor Board Room, Main Office, Pilar Street, Zamboanga City
Project Description:
d. Painting Works
Scope of Works:
Non - Engineering Basic Cost
SupervisionEngineering Basic Cost
I. Mobilization
II. Carpentry Works
III. Office Equipment
IV. Painting Works
V. Demobilization
Cost of Project: Php248,012.70
ITEM
NO.UNIT QTY. UNIT COST AMOUNT
1 - Engineering Assistant days 21 524.00 11,004.00
11,004.00
Direct Cost 11,004.00
I. lot 1 5,000.00 5,000.00
5,000.00
Direct Cost 5,000.00
II.
a. Materials:
19mm. thk. x 1.20m. x 2.40m. Marine Plywood shts. 10 1,898.75 18,987.50
* 6mm. Thk. X 1.20m. X 2.40m. Marine Plywood shts. 2 575.75 1,151.50
8 pcs. - 1" x 1" x 8' Lauan Wood, S4s (wood nosing) bd.ft. 5 37.00 185.00
2" Finishing Nail kgs. 3 85.00 255.00
1 1/2" Finishing Nail kg. 1 85.00 85.00
CARPENTRY WORKS
1. Fabrication of Five (5) Units Office Tables
Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City
D E S C R I P T I O N
MOBILIZATION
ENGINEERING BASIC COST
NON - ENGINEERING BASIC COST
SUPERVISION
a. Fabrication of Twelve (12) Units Conferrence Table
b. Fabrication of Five (5) Units Office Tables
c. Supply & Delivery of Five (5) Units Office Chair
1. Fabrication of Five (5) Units Office Tables
2. Fabrication of Twelve (12) Units Conferrence Table
Supply & Delivery of Five (5) Units Office Chair
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Direct Cost 41,274.00
a. Materials
19mm. thk. x 1.20m. x 2.40m. Marine Plywood shts. 20 1,898.75 37,975.00
* 6mm. Thk. X 1.20m. X 2.40m. Marine Plywood shts. 5 575.75 2,878.7512 pcs. - 1" x 6" x 6' Lauan Wood, S4s bd.ft. 36 37.00 1,332.00
6 pcs. - 1" x 1 1/2" x 8' Lauan Wood, S4s bd.ft. 6 37.00 222.00
2" Finishing Nail kgs. 5 85.00 425.00
1 1/2" Finishing Nail kgs. 2 85.00 170.00
400mm. Length Drawer Rolling Slide sets 24 64.75 1,554.00
White Wood Glue gals. 2 490.00 980.00
Drawer Handle sets 12 37.00 444.00
2. Fabrication of Twelve (12) Units Conferrence Table
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Drawer Lock sets 12 116.00 1,392.00
47,372.75
b. Labor:
4 - Carpenters days 10 366.00 14,640.00
2 - Laborers days 10 317.00 6,340.00
20,980.00
Direct Cost 68,352.75
III.
Office Chair/ Low back and seat molded foam cushion, lockable tilting units 5 4,600.00 23,000.00
mechanism, polyurethane or polypropylene armrest, five legged and black
leatherette back and nylon twin caster pneumatic height adjustment
Direct Cost 23,000.00
IV. PAINTING WORKS
a. Materials
#120 Sand Paper Water Proof pcs. 15 11.00 165.00
2" Paint Brush pcs. 5 36.75 183.75
1" Paint Brush pcs. 5 13.75 68.75
Lacquer Thinner gal. 1 462.25 462.25
Paint Thinner gals. 2 390.00 780.00
Acrylic Solvent Based Primer gals. 5 820.000 4,100.00
Acrylic Solvent Based Putty Filler gals. 4 506.000 2,024.00
Acrylic Solvent Based Top Coat White gals. 10 1,040.55 10,405.50
Acrylic Solvent Based Reducer gals. 5 384.75 1,923.75
Tinting for acrylic base solvent finish paint:
Raw Sienna (1/4L) cans 2 96.75 193.50
Black (1/4L) cans 2 96.75 193.50
Thalo Blue (1/4L) cans 2 96.75 193.50
Toluodine Red (1/4L) cans 2 96.75 193.50
Burt Umber (1/4L) cans 2 96.75 193.50
Baby Roller w/ Tray pcs. 2 130.00 260.00
21,340.50
b. Labor:
2 - Painters days 7 366.00 5,124.002 - Laborers days 7 317.00 4,438.00
9,562.00
Direct Cost 30,902.50
V. DEMOBILIZATION lot 1 5,000.00 5,000.00
5,000.00
Direct Cost 5,000.00
Sizing Requirements
Note: *All sizes referred herein should mean commercially available measurements with tolerance of + 1mm.
Summary of Manpower:
7 - Skilled Workers
2 - Unskilled Workers
OFFICE EQUIPMENT
Supply & Delivery of Five (5) Units Office Chair
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PROPOSED BOARD ROOM CONFERRENCE TABLE 2ND FLOOR, BOARD ROOM, MAIN OFFICE, PILAR ST., ZAMBOANGA CITY
Stations :
Length :
ITEM ESTIMATED DIRECT TOTAL
NO. COST INDIRECT COST
(9) (10) (11)
(5)X(8) 12%((5)+(9)) (9)+(10)
NON - ENGINEERING BASIC COST21 days 11,004.00Php 10% 10% 20% 2,200.80Php 1,584.58Php 3,785.38Php
ENGINEERING BASIC COST
I. Mobilization 1 lot 5,000.00Php 10% 10% 20% 1,000.00Php 720.00Php 1,720.00Php
II. Carpentry Works
1. Fabrication of Office Tables 5 units 41,274.00Php 10% 10% 20% 8,254.80Php 5,943.46Php 14,198.26Php
2. Fabrication of Conferrence Table 12 units 68,352.75Php 10% 10% 20% 13,670.55Php 9,842.80Php 23,513.35Php
III. 5 units 23,000.00Php 10% 10% 20% 4,600.00Php 3,312.00Php 7,912.00Php
IV. Painting Works 7 days 30,902.50Php 10% 10% 20% 6,180.50Php 4,449.96Php 10,630.46Php
V. 1 lot 5,000.00Php 10% 10% 20% 1,000.00Php 720.00Php 1,720.00Php
TOTAL
DATE PREPARED:
December 1, 2013
Prepared by: Designed by: Checked & Reviewed by: Submitted By:
FELIXBERTO R. CAARE, JR., RMP EDITO M. BAUTISTA, JR. ERLYN J-F. GODINEZ MARLI ACOSTA - DE FIESTA
Researcher/ Analyst A Senior Engineer A - C.E. Principal Engineer C Officer - In - Charge
Planning & Design Division Planning & Design Division Planning & Design Division Planning & Design Division
Approved by: Recommending Project Implementation: Approved for Project Implementation:
EFREN C. SALVACION ALNULFO A. ALFONSO LEONARDO REY D. VASQUEZ
Officer - In - Charge Department Manager C General Manager A
Planning & Design Division Maintenance Department
APPROVED BUDGET FOR THE CONTRACT
Project Name and Location
Contract
DESCRIPTION QUANTITY UNIT
MARK-UPSTOTAL MARK-UP
VATIN PERCENT
OCM PROFIT % VALUE
(1) (2) (3) (4) (5) (6) (7) (8)
Demobilization
Supervision
Office Equipment
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21 CALENDAR DAYS
UNIT
COST
(13)
(12)/(3)
704.26Php
6,720.00Php
11,094.45Php
7,655.51Php
6,182.40Php
5,933.28Php
6,720.00Php
ATTACHMENT "A"
D.O. No. 29 S.2011
uration:
TOTAL COST
41,532.96Php
55,472.26Php
91,866.10Php
(12)
(5)+(11)
6,720.00Php
248,012.70Php
14,789.38Php
6,720.00Php
30,912.00Php
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PROJECT : PROPOSED BOARD ROOM CONFERRENCE TABLELocation : 2nd. Floor Board Room, Main Office, Pilar Street, Zamboanga City
Project Cost :
Project Duration : TWENTY ONE(21) Calendar Days
Manpower Requirements : 9 Manpower (1-Engineering Assistant, 4 -Carpenters, 2 -Painters, 2 -Laborers)
NON-ENGINEERING BASIC ITEMS
SUPERVISION 5.96%ENGINEERING BASIC ITEMS
I. MOBILIZATION 2.71%
II. CARPENTRY WORKS1. Fabrication of Five (5) Units Office Tables 22.37% # # # # # #
2. Fabrication of Twelve (12) Units Conferrence Table 37.04% # # # # # # # # # #
III. OFFICE EQUIPMENT 12.46%
IV. PAINTING WORKS 16.75% # # # # # # #V. DEMOBILIZATION 2.71% #
TOTAL PROJECT COST 100%
CASH OUTLAY REQUIREMENTTARGETED COMPLETION THIS PERIOD
COMMULATIVE COMPLETION TO DATE
Prepared by: Reviewed & Checked by: Submitted by: Approved by:
FELIXBERTO R. CAARE, JR. RMP ERLYN J-F. GODINEZ MARLI P. ACOSTA-DE FIESTA EFREN C. SALVACION
Researcher/Analyst A (J.O.) Principal Engineer C Officer-In-Charge Officer - In - Charge
Planning & Design Division Planning & Design Division Planning & Design Division Planning & Design Division
RecommendingProject Implementation: Approved for Project Implementation:
ARNULFO A. ALFONSO LEONARDO REY D. VASQUEZ
Department Manager General Manager
Maintenance Department
14,789.38PhP
Amounts
30,912.00PhP
41,532.96PhP
6,720.00PhP
% Perfected
Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICTPilar St., Zamboanga City
6,720.00PhP
GANTT CHART
248,012.70Php
Work Item
248,012.70Php
55,472.26PhP91,866.10PhP
C A L E N D A R D A Y S
21
Php248,012.70100.00%
100.00%