Spillway Salaan

8/11/2019 Spillway Salaan

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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


2/21

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


4/21

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


5/21

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


6/21

Total

2.40

1.45

Sec. High

antle

0

0


7/21

grams

64

92

44

24


8/21


9/21

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


10/21

# # # # # # #

Approved for Project Implementation:

LEONARDO REY D. VASQUEZGeneral Manager


11/21

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


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


III.


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


12/21

* 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


13/21

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


VI. DEMOBILIZATION lot 1 5,000.00 5,000.00

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


14/21

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


15/21

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:


16/21

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


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


ZAMBOANGA CITY WATER DISTRICT

Pilar Street, Zamboanga City

D E S C R I P T I O N

MOBILIZATION


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


17/21


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


18/21

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


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


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


V. DEMOBILIZATION lot 1 5,000.00 5,000.00

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


19/21

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


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


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


20/21

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


21/21

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


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


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%

Documents

Spillway Salaan