tolosa grnd. tank
TRANSCRIPT
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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 CAHUMBAN SOURCE DEVELOPMENT PROJECT (CONCRETE GROUND TANK)Location: Cahumban, Brgy. Tolosa, Zamboanga City
Project Description:
Installation of 4,500 Linear Meters, 150mm. G.I. Pipe Transmission Line and Appurtenances from Water Source (Sta. 0+000)
Sta. 4+500.Installation of 2,875 Linear Meters, 150mm. PVC Pipe, Class 150 Transmission Line and Appurtenances from Sta. 4+500 to
Sta. 7+375 (ZCWD Annex).
Scope of Works:
Non - Engineering Basic Cost
A. ECC Requirements
B. Supervision
C. Construction of Temp. Facilities
D. Construction Safety and Health
Engineering Basic Cost
I. Clearing Grubbing Works
II. Final Staking/Lay-outing/Line and Grade
III. Hauling of Materials
IV. Pipelaying Works
1. Laying of 4,500 Linear Meters - 150mm. G.I. Pipe w/ Concrete Pipe Support 2. Laying of 2,875 Linear Meters - 150mm. PVC Pipe, Class 150, w/ Partial Backfilling
3. Valves and Fittings
4. Hydrotesting and Disinfection of 7,375 Linear Meters Pipeline
5. 2,875 Linear Meters Final Backfilling and Compaction Works
V. Construction of 8.60 Linear Meters Creek Crossing
VI. Installation of 2-Units Fire Hydrant and Concrete Barricade
VII. Installation of Air-release w/ Steel Protection and Concrete Barricade
-Installation of 3-Units Air-release w/ Steel Protection and Concrete Barricade, tap at 150mm. PVC Pipe, Class 150
-Installation of 4-Units Air-release w/ Steel Encasement, tap at 150mm. G.I. Pipe
VIII. Installation of Blow - Off
-Installation of 2-Units Blow-off, tap at 150mm. PVC Pipe, Class 150
-Installation of 1-Unit Blow-off, tap at 150mm. G.I. Pipe
IX. Demobilization
Cost of Project: #REF!
ITEM
NO.UNIT QTY. UNIT COST
A.
1 Engineering Assistant days 110 524.
DIRECT COST
INDIRECT COST
OCMTOTAL COST FOR ITEM A
B. CONSTRUCTION OF TEMP. FACILITIES (Area = 3.00mtrs. X 5.00mtrs., 1 - Unit)
A. Materials:
26 pcs. - 2" x 4" x 10' Coco Lumber bd.ft. 173 22.
18 pcs. - 2" x 3" x 10' Coco Lumber bd.ft. 90 22.
16 pcs. - 2" x 2" x 10' Coco Lumber bd.ft. 53 22.
12mm thk x 1.20m x 2.40m Ordinary Plywood shts. 18 800.
Gauge 26 x 1.80m Length Corrugated G.I. Roofing Sheets shts. 18 243.
Gauge 26 x 1.20m x 2.40m G.I. Plain Sheet sht. 1 468.
2" C.W. Nail kgs. 2 60.
3" C.W. Nail kg. 1 60.
4" C.W. Nail kgs. 2 59.
60mm Brass Padlock pc. 1 968.3-1/2" Loose Pin Hinges pairs 3 85.
1/8" G.I. Chain (1Kg. Equal to 2mtrs.) kg. 1 160.
2" C W Umbrella Roofing Nails kgs 2 85
NON - ENGINEERING BASIC COST
SUPERVISION
Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City
D E S C R I P T I O N
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INDIRECT COST
OCM
TOTAL COST FOR ITEM B
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I.
A. Equipment Rental:
2 - Units Mini Dumptruck (w/ fuel & driver) days 1 8,816.0
DIRECT COST
INDIRECT COST
OCM
TOTAL COST FOR ITEM I.1.
A. Equipment Rental:
2 - Units Mini Dumptruck (w/ fuel & driver) days 80 8,816.0
B. Labor:
4 - Laborers days 80 317.0
DIRECT COST
INDIRECT COST
OCM
TOTAL COST FOR ITEM I.2.
II.
A. Materials:
14pcs. - 2" x 3" x 10' Coco Lumber bd.ft. 70 22.0
18pcs. - 2" x 4" x 8' Coco Lumber bd.ft. 96 22.0
4" C.W. Nail kgs. 3 59.0
#100 Nylon Chord roll 1 92.0
Labor:
2 - Laborers days 4 317.0
2 - Carpenters days 4 366.0
DIRECT COST
INDIRECT COST
OCMTOTAL COST FOR ITEM II.
III. EARTH WORKS
1. Excavation Works cu.m. 164.78
A. Labor:
10 - Laborers days 19 317.0
DIRECT COST
INDIRECT COST
OCM
TOTAL COST FOR ITEM III.
IV. STRUCTURAL CONCRETE cu.m. 65.40
A. Materials:
5mm. thk. x 203mm. Ribbed Type w/ Centerbulb Rubber Waterstop ln.m. 90 380.0
Portland Cement bags 639 270.0
Washed Sand cu.m. 36 1,000.0
Gravel (G-1) cu.m. 45 1,200.0
B. Labor:
14 - Laborers days 40 317.0
2 - Masons days 40 366.0
2 - Steelman days 40 366.0
2 - Carpenters days 40 366.0
1 - Pipefitter days 40 341.0
1 - Welder days 40 366.0
1 - Painter days 40 366.0
C. Equipment Rental:
ENGINEERING BASIC COST
MOBILIZATION
1. Mobilization of Manpower
FINAL STAKING/LINE AND GRADE
2. Hauling of Materials
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OCM
TOTAL COST FOR ITEM IV.
V. REINFORCING STEEL
A. Materials:
25mm. x 6.00m. Def. Reinforcing Steel Bars pcs. 210 1,045.0
20mm. x 7.50m. Def. Reinforcing Steel Bars pcs. 6 853.0
20mm. x 6.00m. Def. Reinforcing Steel Bars pcs. 84 682.0
16mm. x 6.00m. Def. Reinforcing Steel Bars pcs. 251 475.0
12mm. x 6.00m. Def. Reinforcing Steel Bars pcs. 122 260.0
10mm. x 6.00m. Def. Reinforcing Steel Bars pcs. 76 166.0Hacksaw Blade pcs. 8 75.0
#16 G.I. Tie-wire kgs. 93 75.0
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B. Labor:
4 - Steelman days 51 366.
4 - Laborers days 51 317.
C. Equipment Rental:
1 - Unit Bar Cutter days 58 300.
DIRECT COST
INDIRECT COST
OCMTOTAL COST FOR ITEM V.
VI. FORMS & SCAFOLLDING WORKS
A. Materials:
12mm. thk x 1.20m. x 2.40m. Ordinary Plywood shts. 40 800.
168pcs. - 2" x 3" x 10' Coco Lumber bd.ft. 840 22.
102pcs. - 2" x 3" x 8' Coco Lumber bd.ft. 408 22.
142pcs. - 2" x 4" x 12' Coco Lumber bd.ft. 1,136 22.
2" C.W. Nail kgs. 17 60.
4" C.W. Nail kgs. 46 59.
B. Labor:
2 - Carpenters days 35 366.
2 - Laborers days 35 317.
DIRECT COST
INDIRECT COST
OCM
TOTAL COST FOR ITEM VI.
VII. SAND BEDDING INSTALLATION
A. Materials:
Washed Sand cu.m. 34 1,000.
B. Labor:
1 - Operator days 2 366.
3 - Laborers days 2 366.
C. Equipment Rental:
1 - Unit Tamper Rammer (w/ fuel, w/o operator) days 2 1,290.
DIRECT COST
INDIRECT COST
OCM
TOTAL COST FOR ITEM VI.
VIII. INSTALLATION OF UNDER DRAIN PIPE
A. Materials:
100mm. x 6.00m. PVC Pipe, Class 150, B/S, w/ R.R. pcs. 3 2,482.
100mm. x 90oLong Sweep PVC Elbow, Class 150, B/S, w/ R.R. pc. 1 131.
100mm. C.I. Mechanical End Cap pcs. 2 1,380.100mm. x 100mm. C.I. Tee, M/M pc. 1 3,900.
24" Geotextile Filter Fabric ln.ft. 60 200.
B. Labor:
1 - Pipefitter day 1 341.
2 - Laborers day 1 317.
DIRECT COST
INDIRECT COST
OCM
TOTAL COST FOR ITEM VIII
IX.
A. Materials:
Portland Cement bags 18 270.
Washed Sand cu.m. 1.25 1,000.
CONSTRUCTION OF CHLORINE ROOM
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C. Equipment Rental:
1 - Unit Generator Set (w/ fuel) days 6 3,440.
1 - Unit Angular Grinder days 6 300.
DIRECT COST
INDIRECT COST
OCM
TOTAL COST FOR ITEM X.
XI. sq.m. 66A. Materials:
Bituminous Membrane Polyster Reinforced Waterproofing w/ sq.m. 66
12.5mm. Thk. Plaster Finished
DIRECT COST
INDIRECT COST
OCM
TOTAL COST FOR ITEM XI.
XII. ln.mtrs. 85
A. Materials:
100mm. x 6.00m. PVC Pipe, Class 150, B/S, w/ R.R. pcs. 16
100mm. x 45oPVC Bend, Class 150, B/S, w/ R.R. pcs. 6
150mm. x 45o
PVC Bend, Class 150, B/S, w/ R.R. pcs. 2150mm. x 100mm. PVC Reducer, Class 150, B/S, w/ R.R. pcs. 2
100mm. C.I. Sleeve Type Flexible Coupling, Std. (PVC) pcs. 2
100mm. C.I. Sleeve Type Flexible Coupling, Std. (C.I.-PVC) pcs. 2
150mm. C.I. Sleeve Type Flexible Coupling, Std. (PVC) pcs. 1
100mm. C.I. Adaptor, F/P pcs. 2
100mm. C.I. Body Gate Valve, F/F PN16, NRS, w/ 2 -Units Steel Ring set 1
Flange in accordance w/ ANSI B16.5 Class 150, w/ 16pcs. -16mm.
x 75mm. Hex. Head Stainless Bolts w/ Nut & Washers
150mm. C.I. Valve Box Cover pc. 1
Plain Margarine kg. 1
6mm. Thk. Rubber Gasket kgs. 4
Thrust Block
Portland Cement bags 5
Washed Sand cu.m. 0.10
Gravel (G-3/4) cu.m. 0.20
1 - Pipefitter days 10
10 - Laborers days 10
14. VALVES/ FITTINGS/ APPURTENANCES (@ Ground Tank & Junction Box)
100mm. Flowmeter, F/F, w/ Complete Accessories pc. 1
100mm. C.I. Adaptor, F/P pc. 1
100mm. C.I. Sleeve Type Flexible Coupling, Spl. (C.I.-G.I.) pc. 1
100mm. C.I. Sleeve Type Flexible Coupling, Spl. (G.I.-PVC) pc. 1
100mm. C.I. Body Gate Valve, PN16, NRS, F/F, w/ sets 2
Flange End in accordance w/ ANSI B16.1 Class 125, w/ 2- Units Steel
Ring Flange in accordance to AWWA C207 Class E
100mm. Steel Ring Flange in accordance w/ AWWA C207 Class E pcs. 10100mm. C.I. Body Gate Valve, PN16, NRS, M/M pc. 1
150mm. C.I. Valve Box Cover pcs. 3
100mm. x 100mm. C.I. Tee, F/F pc. 1
6mm. Thk Rubber Gasket kgs. 24
16mm. x 75mm. Hex. Head Stainless Bolts w/ Nut & Washers pcs. 96
6mm. thk x 50mm. x 6.00m. Flat Bar pc. 1
6mm. thk x 50mm. x 6.00m. Stainless Flat Bar pc. 1
19mm. thk. x 100mm. Stainless Anchor Bolt pcs. 8
19mm. x 175mm. Stainless Bolt w/ Nut & Washers (Full Threaded) pcs. 4
100mm. x 6.00m. G.I. Pipe, ASTM A53-90A Heavy Gauge pcs. 3
100mm. x 90oG.I. Elbow (ANSI B16.3, Class 150 Std.) pcs. 2
12mm. x 6.00m. Def. Reinforcing Steel Bars pc. 1
100mm. G.I. End Cap (ANSI B16.3, Class 150 Std.) pcs. 2
Hacksaw Blade pcs. 2
6011 Welding Rod kgs. 3
QDE Metal Primer gals. 3
QDE Paint Blue gals. 5
SUPPLY/ INSTALLATION OF WATERPROOFING
PIPELAYING WORKS
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1 - Pipefitter days 6
1 - Welder days 6
4 - Laborers days 6
15. PAINTING WORKS(Ground Reservoir Exterior Wall) sq.m. 51.30
A. Materials:
Concrete Neutralizer gals. 2Acrylic Water - Based Primer gals. 3
Acrylic Water - Based Paint, Off White Color gals. 5
Masonry Putty gals. 2
2" Paint Brush pcs. 2
7" Paint Roller w/ Handle and Tray pc. 1
#120 Waterproof Sand Paper doz. 1
#100 Waterproof Sand Paper doz. 1
B. Labor:
1 - Painter days 4
2 - Laborers days 4
Sizing Requirements
Note: *All sizes referred herein should mean commercially available measurements with tolerance of + 1mm
NON - ENGINEERING BASIC COST
A. ECC REQUIREMENTS
B. SUPERVISION
C. CONSTRUCTION OF TEMP. FACILITIES
D. CONSTRUCTION SAFETY AND HEALTH
ENGINEERING BASIC COST
I. CLEARING AND GRUBBING WORKSII. FINAL STAKING/LAY-OUTING/LINE AND GRADE
III. HAULING OF MATERIALS
IV. PIPELAYING WORKS
1. LAYING OF 150mm. G.I. PIPE W/ PIPE SUPPORT
2. LAYING OF 150mm. PVC PIPE W/ PARTIAL BACKFILLING
3. VALVES AND FITTINGS
4. HYDROTESTING AND DISINFECTION WORKS
5. FINAL BACKFILLING AND COMPACTION WORKS
V. CREEK CROSSING
VI. INSTALLATION OF FIRE HYDRANT AND CONCRETE BARRICADE
VII. INSTALLATION OF AIR-RELEASE W/ STEEL PROTECTION AND
BARRICADE
VIII. INSTALLATION OF BLOW - OFF
IX. PAINTING WORKSX. DEMOBILIZATION
TOTAL PROJECT COST
Prepared by: Reviewed & Checked by: Submitted by:
FELIXBERTO R. CAARE, JR. MARIE CLAIRE C. BONGO MARLI ACOSTA - DE FIESTA
Researcher/Analyst A, (J.O.) Principal Engineer C Officer -In -Charge
Planning & Design Division Planning & Design Division Planning & Design Division
Approved by: Recommending Project Implementation: Approved for Project Implement
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S U M M A R Y
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GANTT CHART
PROJECT : PROPOSED CAHUMBAN SOURCE DEVELOPMENT PROJECT (
Location : Cahumban, Brgy. Tolosa, Zamboanga CityProject Cost :
Project Duration : ONE HUNDRED TEN (110) CALENDAR DAYS
Manpower Requirements : Manpower (-Engineering Assistant, -Pipefitters, -Steelmans, -Carpenters,
NON - ENGINEERING BASIC COST
A. ECC REQUIREMENTS
B. SUPERVISION
C. CONSTRUCTION OF TEMP. FACILITIES
D. CONSTRUCTION SAFETY AND HEALTH
ENGINEERING BASIC COST
I. CLEARING AND GRUBBING WORKS
II. FINAL STAKING/ LAY-OUTING/ LINE AND GRADE
III. HAULING OF MATERIALS
IV. PIPELAYING WORKS
1. LAYING OF 150MM. G.I. PIPE W/ PIPE SUPPORT
2. LAYING OF 150MM. PVC PIPE W/ PARTIAL BACKFILLING
3. VALVES AND FITTINGS/ INTERCONNECTION WORKS
4. HYDROTESTING AND DISINFECTION WORKS
5. FINAL BACKFILLING AND COMPACTION WORKS6. CONCRETE CUTTING AND BREAKING
7. CONCRETE RESTORATION
V. CREEK CROSSING
VI. INSTALLATION OF FIRE HYDRANT AND CONCRETE BARRICADE
VII. INSTALLATION OF AIR-RELEASE W/ STEEL PROTECTION AND BARRICADE
VIII. INSTALLATION OF BLOW - OFF
IX. PAINTING WORKS
X. CONSTRUCTION OF INTAKE STRUCTURE
XI. DEMOBILIZATION
VAT (12%)
TOTAL PROJECT COST
CASH OUTLAY REQUIREMENT
TARGETED COMPLETION THIS PERIOD
COMMULATIVE COMPLETION TO DATE
Prepared by: Reviewed & Checked by:
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W O R K I T E M S A M O U N T S
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ONCRETE GROUND TANK)
-Masons, -Painters, -Welder, & -Laborers)
%
P E R F E C T E D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22
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Submitted by: Approved by: Recom
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MARLI P. ACOSTA-DE FIESTA EFREN C. SALVACION ARNUL
Officer-In-Charge Officer-In-Charge Depart
Planning & Design Division Engineering Department Mainten
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ending Project Implementation: Approved for Project Implementation:
Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICT
Pilar St., Zamboanga City
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O A. ALFONSO LEONARDO REY D. VASQUEZ
ent Manager C General Manager A
nce Department
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C A L E N D A R D A Y S
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