Conflict Phase II

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Project : PROPOSED PIPE EXTENSION AT BUENAGATAS
Location : Zone III and Zone IV, Boalan, Zamboanga City
Scope of Work : A. NON ENGINEERING BASIC COST
I. CONSTRUCTION AND PUBLIC SAFETY
II. SUPERVISION
B. ENGINEERING BASIC COST
I. MOBILIZATION
II. HAULING OF MATERIALS
III. FINAL STAKING/LAY-OUTING/LINE AND GRADE
IV. CONCRETE CUTTING & CONCRETE BREAKING (225.00 Linear meters of Concrete Cutting & Breaking)
V. PIPELAYING WORKS
1. Pipe Laying w/ Partial Backfilling (Laying of 950.00 linear meter PVC Pipeline)
2. Fittings Installation & Interconnection
3. Installation of One (1) unit 75mm Ø Fire Hydrants w/ Concrete Barricade
VI. HYDRO-TESTING & DISINFECTION WORKS
VII. FINAL BACKFILLING & COMPACTION
VIII. RESTORATION WORKS
IX. DEMOBILIZATION
Cost of Project :
Qty. Unit Unit Cost Total Cost
A. NON ENGINEERING BASIC COST
I. CONSTRUCTION AND PUBLIC SAFETY
a. Materials:
1.20m x 2.40m Tarpaulin (Project Signage) Including Layout 1 unit 1,200.00 1,200.00
6 - pcs. 2" x 2" x 10' Coco Lumber 20 bd.ft. 20.00 400.00
10 - pcs. 2" x 3" x 10' Coco Lumber 50 bd.ft. 20.00 1,000.00
12mm Thk x 1.20m x 2.40m Ordinary Plywood 1 sht. 750.00 750.00
3" C.W. Nail 1 kg. 65.00 65.00
4" C.W. Nail 1 kg. 65.00 65.00
b. Labor:
1 - Carpenter 1 day 366.00 366.00
2 - Contractual Laborer 1 day 317.00 634.00
A-Frame Barricade (24 pcs.)
a. Materials:
32 - pcs. 2"x 2"x 10' Coco Lumber 128 bd.ft. 20.00 2,560.00
12mm Thk x 1.20m x 2.40m Ordinary Plywood 2 shts. 750.00 1,500.00
3" C.W. Nail 2 kgs. 65.00 130.00
4" C.W. Nail 2 kgs. 65.00 130.00
Gloss Latex Paint (Caterpillar Yellow) 1 gal. 600.00 600.00
Gloss Latex Paint (Lamp Black) 1 gal. 600.00 600.00
Baby Roller w/ Tray 1 pc. 98.00 98.00
2" Paint Brush 2 pcs. 20.00 40.00
3" Paint Brush 1 pcs. 40.00 40.00
3" Width Reflectorized Sticker 24 ln.ft. 35.00 840.00
Pole Barricade (40 pcs.)
Portland Cement 2 bags 230.00 460.00
Washed Sand 4 bags 30.00 120.00
Gravel (G1) 6 bags 30.00 180.00
Caution Tape, 3"W x 1000 ft./roll 1 roll 1,400.00 1,400.00
14 - pcs. 2" x 2" x 12' Coco Lumber 56 bd.ft. 20.00 1,120.00
b. Labor:
1 - Carpenter 4 days 366.00 1,464.00
1 - Painter 4 days 317.00 1,268.00
2 - Contractual Laborer 4 days 317.00 2,536.00
TOTAL DIRECT COST OF CONSTRUCTION AND PUBLIC SAFETY Php
Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City
1,338,193.00 Php
BILL OF MATERIALS & COST ESTIMATES
1. PROJECT SIGNAGE:
2. BARRICADES:
Item Description
Page 1 of 20
II. SUPERVISION
Engineering Assistant 40 days 524.00 20,960.00
TOTAL DIRECT COST OF SUPERVISION Php
B. ENGINEERING BASIC COST
I. MOBILIZATION 1 lot 10,000.00 10,000.00
TOTAL COST OF MOBILIZATION Php
II. HAULING OF MATERIALS
a. Labor:
4 - Contractual Laborer 12 days 317.00 15,216.00
Page 2 of 20
b. Equipment Rental/Fuel:
1 - Unit - Boom Truck w/ Driver 2 days 10,000.00 20,000.00
1 - Unit - Dump Truck w/ Driver 10 days 10,000.00 100,000.00
Diesel Fuel 400 liters 49.00 19,600.00
TOTAL DIRECT COST OF HAULING OF MATERIALS Php

III. FINAL STAKING/LAY-OUTING/LINE AND GRADE
a. Labor:
1 - Pipe fitter 2 days 341.00 682.00
2 - Contractual Laborers 2 days 317.00 1,268.00
TOTAL DIRECT COST OF FINAL STAKING/LAY-OUTING/LINE AND GRADE Php
IV. CONCRETE CUTTING & CONCRETE BREAKING (225.00 Linear meters of Concrete Cutting & Breaking )
1 - Operator 10 days 366.00 3,660.00
2 - Contractual Laborers 10 days 317.00 6,340.00
b. Equipment Rental/Fuel:
1 - Unit Concrete Cutter 10 days 2,000.00 20,000.00
Premium Gasoline 40 ltrs. 60.00 2,400.00
TOTAL DIRECT COST FOR CONCRETE CUTTING Php
1 - Operator 15 days 366.00 5,490.00
2 - Contractual Laborers 15 days 317.00 9,510.00
b. Equipment Rental/Fuel:
1 - Unit Jack Hammer w/ Compressor 15 days 5,000.00 75,000.00
Diesel Fuel 270 ltrs. 49.00 13,230.00
TOTAL DIRECT COST FOR CONCRETE BREAKING Php
TOTAL DIRECT COST OF CONCRETE CUTTING & CONCRETE BREAKING Php
V. PIPELAYING WORKS
1. Pipe Laying w/ Partial Backfilling (Laying of 950.00 linear meter PVC Pipeline)
100mmØ x 6.00m PVC Pipe Class 150, B/S w/ R.R. 159 Pcs. 1,590.00 252,810.00
100mm Ø x 11.25° PVC Bend, Class 150, B/S, w/ R.R. 6 Pcs. 550.00 3,300.00
100mm Ø x 45° PVC Bend, Class 150, B/S, w/ R.R. 8 Pcs. 741.00 5,928.00
Margarine 8 kgs. 85.00 680.00
Sand Envelop
Washed Sand 180 cu.m 1,000.00 180,000.00
Concrete Thrust Block and Pad
Portland Cement 5 bags 230.00 1,150.00
Washed Sand 0.25 cu.m 1,000.00 250.00
Gravel (GI) 0.5 cu.m 1,000.00 500.00
12mmØ x 6.00m Deformed Rein. Steel Bar 1 pc. 240.00 240.00
b. Labor:
1 - Pipe Fitter 15 days 341.00 5,115.00
30 - Contractual Laborers 15 days 317.00 142,650.00
TOTAL DIRECT COST FOR PIPELAYING W/ PARTIAL BACKFILLING Php
2. Fittings Installation & Interconnection
150mmØ x 6.00m PVC Pipe, Class 150, B/S, w/ R.R. 1 pc. 3,686.00 3,686.00
150mmØ C.I. Valve Cover 1 pc. 1,055.00 1,055.00
w/ ANSI B16.1 Class 125
2 pcs. 4,051.00 8,102.00
16mmØ x 75mm Hex. Head Stainless Bolt w/ Nut & Washer 16 pcs. 85.00 1,360.00
6mm thk. Rubber Gasket 2 kgs. 75.00 150.00
5,520.00
a. Material:
100mmØ C.I Sleeve Type Flexible Coupling, (C.I.-PVC)
100mmØ C.I Body Gate Valve, PN16, NRS, F/F, Flanged End Dimension
100mmØ C.I Adaptor, F/P, Flange End Dimension in accordance
in accordance w/ ANSI B16.1 Class 125 1 pc. 7,532.00 7,532.00
a. Materials:
a. Labor:
1. Concrete Cutting (450.00 Linear Meter)
2. Concrete Breaking (92.00 Sq. Mtrs.)
a. Labor:
2 pcs. 2,760.00
Page 3 of 20
b. Labor:
1 - Pipefitter 1 day 341.00 341.00
2 - Contractual Laborers 1 day 317.00 634.00
TOTAL DIRECT COST FOR FITTINGS INSTALLATION & INTERCONNECTION Php
3. Installation of One (1) unit 75mm Ø Fire Hydrants w/ Concrete Barricade
100mmØ x 75mmØ C.I. Tee, F/F , Flanged End Dimension
in accordance w/ ANSI B16.1 Class 125 w/ 1-75mmØ Ring Flange,
Flange End Dimension in accordance w/ ANSI B16.50 Class 150
w/ ANSI B16.1 Class 125
Flanged End Dimension in accordance w/ AWWA C207 Class D (Std.)
and 1-75mm.Ø Ring Flange
100mmØ Blind Flange, Flanged End Dimension
in accordance w/ AWWA C207 Class D (Std.)
100mmØ C.I Adaptor, F/P, Flange End Dimension in accordance
2 pcs. 2,760.00 5,520.00
a. Materials:
1
1
1,490.00
3,913.00
pc. 1,490.00
3,913.00 set
Page 4 of 20
75mmØ C.I. Body Gate Valve, F/F, Flanged End Dimension
in accordance w/ ANSI B16.1 Class 125
75mmØ MS Ring Flange, Flanged End Dimension
in accordance w/ ANSI B16.50 Class 150
75mmØ Fire Hydrant Head w/ 63mmØ Hose Connector 2 sets 17,000.00 34,000.00
75mmØ x 6.00m G.I. Pipe, ASTM A53-90A Heavy Gauge 1 pc. 5,200.00 5,200.00
75mmØ x 90º G.I. Elbow, ANSI B16.3 Class 150 2 pcs. 570.00 1,140.00
100mm Ø C.I. Sleeve Type Flexible Coupling, (C.I - PVC) 3 pcs. 1,065.00 3,195.00
75mm Ø C.I. Adaptor, F/P 4 pcs. 1,475.00 5,900.00
150mmØ C.I. Telescopic Valve Cover 2 pcs. 850.00 1,700.00
25mm x 10m Teflon Tape 20 rolls 22.00 440.00
16mmØ x 75mm Hex Head Stainless Bolt w/ Nut & Washer 80 pcs. 85.00 6,800.00
6mm thk Rubber Gasket 4 kgs. 75.00 300.00
Portland Cement 5 bags 245.00 1,225.00
Washed Sand 0.25 cu.m. 1,000.00 250.00
Grave G1 0.5 cu.m. 1,000.00 500.00
16mmØ x 6.00m Deformed Rein. Steel Bar 8 pcs. 450.00 3,600.00
12mmØ x 6.00m Deformed Rein. Steel Bar 1 pc. 240.00 240.00
10mmØ x 6.00m Deformed Rein. Steel Bar 4 pcs. 165.00 660.00
Hacksaw Blade 4 pcs. 60.00 240.00
#16 G.I. Tie-wire 2 kgs. 86.00 172.00
Concrete Neutralizer 1 gal. 300.00 300.00
Flat Latex Paint 1 gal. 600.00 600.00
Gloss Latex Paint (Black) 1 gal. 600.00 600.00
Gloss Latex Paint (Caterpillar Yellow) 1 gal. 600.00 600.00
Red Lead Paint 1 gal. 450.00 450.00
QDE Paint International Red 1 gal. 860.00 860.00
Paint Thinner 1 gal. 350.00 350.00
2" Paint Brush 2 pcs. 28.00 56.00
1" Paint Brush 2 pcs. 10.00 20.00
25mm Masking Tape 2 rolls 25.00 50.00
12mm thk x 1.20m x 2.40m Ordinary Plywood 1 sht. 750.00 750.00
3pcs. - 2" x 2" x 8' Coco Lumber 8 bd.ft. 20.00 160.00
1½" C.W. Nail 2 kgs. 65.00 130.00
3" C.W. Nail 2 kgs. 65.00 130.00
b. Labor:
1 - Pipefitter 4 days 341.00 1,364.00
4 - Contractual Laborers 4 days 317.00 5,072.00
TOTAL DIRECT COST FOR ITEM 3
TOTAL DIRECT COST OF PIPE LAYING WORKS Php
8,940.00
9,880.00 pcs.
6 pcs. 1,490.00
4,940.00 2
Page 5 of 20
4. Installation of One (1) unit - Air-ReleaseE Assembly w/ Concrete Barricade
a. Materials :
100mmØ x 25mmØ Saddle Clamp w/ Stainless Bolt, Nut & Washer 1 set 435.00 435.00
25mmØ C.I. Air-Release Pressure Valve 1 set 16,400.00 16,400.00
150mmØ x 100mmØ G.I. Bell Reducer, Sch. 40 1 pcs. 2,160.48 2,160.48
100mmØ x 6.00m G.I. Pipe, Sch. 40 (ASTM 53 - Standard) 1 pcs. 3,400.00 3,400.00
25mmØ x 6.00m G.I. Pipe, Sch. 40 (ASTM 53 - Standard) 1 pcs. 578.00 578.00
25mmØ x 90
o
G.I. Elbow, Sch. (ASTM 53 - Standard) 2 pcs. 35.00 70.00
25mm Teflon Tape 2 rolls 25.00 50.00
Portland Cement (Type 1P) 5 bags 226.00 1,130.00
Washed Sand 0.25 cu.m. 900.00 225.00
Gravel (G1) 0.5 cu.m. 900.00 450.00
Fine Sand (For Plastering) 0.5 cu.m. 1,200.00 600.00
12mmØ x 6.00m Deformed Rein. Steel Bars (Grade 20) 2 pcs. 240.00 480.00
16mmØ x 6.00m Deformed Rein. Steel Bars (Grade 20) 4 pcs. 410.00 1,640.00
#16 G.I. Tie Wire 1 kgs. 60.00 60.00
Hacksaw Blade 6 pcs. 60.00 360.00
Concrete Neutralizer 2 qrts. 85.00 170.00
Flat Latex Paint (Primer) 1 gal. 470.00 470.00
Latex Paint Top Coat Gloss (Caterpillar Yellow) 1 gal. 600.00 600.00
Latex Paint Top Coat Gloss (Lamp Black) 1 gal. 600.00 600.00
Red Lead Paint 1 gal. 440.00 440.00
Quick Dry Enamel (Blue) 1 gal. 416.00 416.00
Paint Thinner 1 gal. 360.00 360.00
2" Paint Brush 2 pcs. 28.00 56.00
25mm Masking Tape 10 pcs. 25.00 250.00
12mm thk x 1.20m x 2.40m Ordinary Plywood 6 shts. 750.00 4,500.00
40pcs. - 2" x 2" x 8' Coco Lumber 107 bd.ft. 20.00 2,140.00
1-1/2 C.W. Nail 2 kgs. 65.00 130.00
2" C.W. Nail 4 kgs. 65.00 260.00
4" C.W. Nail 4 kgs. 65.00 260.00
b. Labor:
1 - Pipefitter 1 day 341.00 341.00
4 - Contractual Laborers 1 day 317.00 1,268.00
TOTAL DIRECT COST FOR ITEM 4
TOTAL DIRECT COST OF PIPE LAYING WORKS Php
VI. HYDRO-TESTING & DISINFECTION WORKS
a. Materials:
Chlorine Granules 0.7 kgs. 250.00 175.00
14 cu.m 54.00 756.00
100mmØ C.I Mechanical End Cap 2 pcs. 949.00 1,898.00
1000mmØ x 19mmØ C.I Saddle Clamp
w/ Stainless Bolts, Nuts & Waher, w/ Rubber
19mmØ Brass Corporation Cock, (ISO) 2 pcs. 350.00 700.00
19mmØ G.I Plug 2 pcs. 25.00 50.00
25mm Teflon Tape 2 pcs. 27.00 54.00
b. Labor:
1 - Pipe Fitter 2 days 341.00 682.00
4 - Contractual Laborers 2 days 317.00 2,536.00
c. Equipment Rental/Fuel:
1 - Unit Hydro Machine 1 day 500.00 500.00
Premium Gasoline 3 ltrs. 60.00 180.00
Engine Oil 1 ltr. 120.00 120.00
TOTAL DIRECT COST HYDRO-TESTING & DISINFECTION WORKS Php
VII. FINAL BACKFILLING & COMPACTION
a. Labor:
6 - Contractual Laborers 9 days 317.00 17,118.00
b. Equipment Rental/Fuel:
2 - Units- Tamper Rammer Machine 9 days 500.00 9,000.00
Premium Gasoline 108 ltrs. 60.00 6,480.00
TOTAL DIRECT COST OF FINAL BACKFILLING & COMPACTION Php
pcs. 1,172.00
Potable Water
586.00 2
Page 6 of 20
VIII. RESTORATION WORKS
23 - pcs. 1" x 6" x 8' Coco Lumber 92 bd.ft. 20.00 1,840.00
12 - pcs. 2" x 3" x 8' Coco Lumber 48 bd.ft. 20.00 960.00
3" C.W. Nail 2 kgs. 60.00 120.00
Portland Cement 140 bags 230.00 32,200.00
Washed Sand 7 cu.m. 1,000.00 7,000.00
Gravel 311A 14 cu.m. 1,000.00 14,000.00
a. Materials:
Page 7 of 20
1 - Mason 7 days 366.00 2,562.00
6 - Contractual Laborers 7 days 317.00 13,314.00
c. Equipment Rental/Fuel:
1 - Unit Bagger Mixer 7 days 2,000.00 14,000.00
Premium Gasoline 140 liters 60.00 8,400.00
TOTAL COST OF RESTORATION WORKS Php
IX. DEMOBILIZATION 1 lot 10,000.00 10,000.00
TOTAL DIRECT COST OF DEMOBILIZATION Php
A. NON ENGINEERING BASIC COST
I. CONSTRUCTION AND PUBLIC SAFETY 19,566.00
II. SUPERVISION 20,960.00
B. ENGINEERING BASIC COST
I. MOBILIZATION 10,000.00
II. HAULING OF MATERIALS 154,816.00
III. FINAL STAKING/LAY-OUTING/LINE AND GRADE 1,950.00
IV. CONCRETE CUTTING & CONCRETE BREAKING (225.00 Linear meters of Concrete Cutting & Breaking)
1. Concrete Cutting (450.00 Linear Meter) 32,400.00
2. Concrete Breaking (92.00 Sq. Mtrs.) 103,230.00
V. PIPELAYING WORKS
1. Pipe Laying w/ Partial Backfilling (Laying of 950.00 linear meter PVC Pipeline) 592,623.00
2. Fittings Installation & Interconnection 28,380.00
3. Installation of One (1) unit 75mm Ø Fire Hydrants w/ Concrete Barricade 106,797.00
VI. HYDRO-TESTING & DISINFECTION WORKS 8,823.00
VII. FINAL BACKFILLING & COMPACTION 32,598.00
VIII. RESTORATION WORKS 94,396.00
IX. DEMOBILIZATION 10,000.00
SUB TOTAL Php 1,216,539.00
OVERHEAD EXPENSES 60,826.95
PRICE & PHYSICAL CONTINGENCIES 48,661.56
MISCELLANEOUS 12,165.39

Prepared by: Reviewed & Checked by: Approved by:
Recomending Project Implementation: Approved for Project Implementation:
ARNULFO A. ALFONSO LEONARDO REY D. VASQUEZ
Department Manager C General Manager
Maintenance Department
TOTAL PROJECT COST
Planning & Development Section
1,338,193.00 Php
MARIE CLAIRE C. BONGO
Officer-In-Charge Researcher/Analyst A (J.O.)
MICHAELO T. MENDOZA
b. Labor:
Officer-In-Charge
MARLI P. ACOSTA-DE FIESTA
Planning & Design Division
S U M M A R Y
Page 8 of 20
Page 9 of 20
3,480.00
1,000.00
6,538.00
3,280.00
5,268.00
19,566.00
Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City
Page 10 of 20
20,960.00
20,960.00
10,000.00
10,000.00
15,216.00
Page 11 of 20
139,600.00
154,816.00
1,950.00
1,950.00
10,000.00
22,400.00
32,400.00
15,000.00
88,230.00
103,230.00
135,630.00
262,718.00
180,000.00
2,140.00
147,765.00
592,623.00
27,405.00
Page 12 of 20
975.00
28,380.00
Page 13 of 20
100,361.00
6,436.00
106,797.00
727,800.00
Page 14 of 20
38,690.48
1,609.00
40,299.48
40,299.48
4,805.00
3,218.00
800.00
8,823.00
17,118.00
15,480.00
32,598.00
Page 15 of 20
56,120.00
Page 16 of 20
15,876.00
22,400.00
94,396.00
10,000.00
10,000.00
Officer-In-Charge
MARLI P. ACOSTA-DE FIESTA
Planning & Design Division
S U M M A R Y
Page 17 of 20
Page 18 of 20
Project : SUPPLY & INSTALLATION OF COMMUNAL FAUCETS
REDEVELOPMENT OF THE WATER AND SANITATION SYSTEM FOR THE ZC CONFLICT AREA PHASE II
Location : Zamboanga City
Cost of Project :
Qty. Unit Unit Cost Total Cost
A. LAYOUTING & EXCAVATION WORKS
a. Materials:
77 pcs. 2" x 4" x 10' Coco Lumber 513 bd.ft. 20.00 10,260.00
15 pcs. 2" x 3" x 10' Coco Lumber 75 bd.ft. 20.00 1,500.00
#100 Nylon Chord 1 roll 130.00 130.00
4" C.W. Nail 9 kgs. 58.00 511.56 12,401.56
b. Labor:
5 - Skilled Worker 20 days 366.00 36600.00
6 - Contractual Laborers 20 days 317.00 38040.00 74,640.00
TOTAL DIRECT COST FOR LAYOUTING & EXCAVATION WORKS 87,041.56
B. CONCRETING WORKS
a. Materials:
Portland Cement 2,600 bags 260.00 676,000.00
Washed Sand 237 cu.m. 900.00 213,300.00
Gravel (G-3/4) 600 cu.m. 900.00 540,000.00
191 pcs. 2" x 2" x 6' Coco Lumber 382 bd.ft. 20.00 7,640.00
441 pcs. 2" x 2" x 8' Coco Lumber 1,176 bd.ft. 20.00 23,520.00
378 pcs. 2" x 4" x 6' Coco Lumber 1,512 bd.ft. 20.00 30,240.00
12mm thk. X 1.20m x 2.40m Ordinary Plywood 28 shts. 750.00 21,000.00
2" C.W. Nail 46 kgs. 63.00 2,898.00
4" C.W. Nail 91 kgs. 59.00 5,369.00 1,519,967.00
b. Labor:
7 - Skilled Worker 80 days 366.00 204,960.00
8 - Contractual Laborers 80 days 317.00 202,880.00 407,840.00
c. Equipment Rental/Fuel:
1 - Unit Bagger Mixer 90 days 1,500.00 135,000.00 135,000.00
TOTAL DIRECT COST FOR CONCRETING WORKS 1,927,807.00
C. REBAR WORKS
a. Materials:
10mmØ x 6.00m Reinf. Steel Def Bar 2,000 pcs. 168.00 336,000.00
Hacksaw Blade 46 pcs. 62.00 2,852.00
#16 G.I. Tie-wire 400 kgs. 75.00 30,000.00 368,852.00
b. Labor:
2 - Steelman 60 days 366.00 43,920.00
2 - Contractual Laborers 60 days 317.00 38,040.00 81,960.00
TOTAL DIRECT COST FOR REBAR WORKS 368,852.00
D. PLUMBING WORKS
a. Materials:
12mm.Ø x 90˚ ANSI B16.3 Class 150 Std. G.I. Elbow 200 pcs. 19.00 3,800.00
12mm.Ø Plasson (Male) 200 pcs. 33.00 6,600.00
12mm.Ø ANSI B16.3 Class 150 Std. G.I. Coupling 600 pcs. 17.00 10,200.00
12mm.Ø x 12mm.Ø ANSI B16.3 Class 150 Std. G.I. Tee 200 pcs. 24.00 4,800.00
12mm.Ø Brass Faucet Hose Bibb 400 pcs. 315.00 126,000.00
12mm.Ø x 6.00m. ASTM A53-90A G.I. Pipe 91 pcs. 607.00 55,237.00
25mm. Teflon Tape 600 pcs. 38.00 22,800.00
100mm x 100mm Stainless Steel C-Cover Floor Drain 200 pcs. 189.00 37,800.00
50mm.Ø x 60.00m P.E. Pipe Tubing, SDR-11 9 rolls 7,100.00 63,900.00 331,137.00
b. Labor:
1 - Plumber 80 days 366.00 29,280.00
2 - Contractual Laborers 80 days 317.00 50,720.00 80,000.00
TOTAL DIRECT COST FOR PLUMBING WORKS 411,137.00
OCM 2,794,837.56
TOTAL COST 58,625.44
3,264,600.00
Prepared by: Checked & Reviewed by: Submitted by:
FELIXBERTO R. CAARE, JR., RMP EDITO M. BAUTISTA, JR. MARLI ACOSTA - DE FIESTA
Sr. Researcher Analyst A (J.O.), PDS Officer In Charge Officer In Charge
Planning and Design Division Planning and Development Section Planning and Design Division
Approved by: Recommending Project Implementation: Approved for Project Implementation:
Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICT
BILL OF MATERIALS & COST ESTIMATES
Item Description
3,264,600.00 Php
Pilar Street, Zamboanga City
EFREN C. SALVACION ARNULFO A. ALFONSO LEONARDO REY D. VASQUEZ
Officer In Charge Department Manager C General Manager
Engineering Department Maintenance Department

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