Final_Fisheries Booster Station

Republic of the Philippines ZAMBOANGA CITY WATER DISTRICT

Pilar Street, Zamboanga City

Project : PROP. PVC PIPE RACK, DISMOUNTING TYPE Location : Soft-Ball Field, Pasonanca, Zamboanga City Scope of Work :

I. MOBILIZATION II. HAULING OF MATERIALS III. FINAL STAKING/LAY-OUTING/LINE AND GRADE IV. SUPPLY/FABRICATION OF 270- UNITS OF 200MM X 200MM X 150MM CONCRETE BASE BLOCK V. SUPPLY/CONSTRUCTION OF 6 - UNITS PVC PIPE RACK Supply/Construction of 6 - Units 12.60m x 5.00m PVC Pipe RackVI. SCAFFOLDING WORKSVII. TRUSSES WORKS Supply/Fabrication of 30 - Units of 19mmØ G.I. Pipe, Sch. 40 TrussesVIII. ROOFING WORKS Supply/Installation of 101.00 Sq.m. Roofing AreaIX. CONSTRUCTION OF 88.55 LINEAR METER BARBWIRE FENCEX. ELECTRICAL WORKSXI. CONSTRUCTION OF ELECTRICAL POST Supply/Construction of 15 - Units Electrical PostXIII. DEMOBILIZATION

Cost of Project : Php 2,308,507.00

BILL OF MATERIALS & COST ESTIMATES

Item Description Qty. Unit Unit Cost Sub-Total Total Cost

I. MOBILIZATION 1 lot 10,000.00 10,000.00 10,000.00

II. HAULING OF MATERIALS A. Laborers

### - Laborers 1 day 317.00 634.00 634.00

B. Equipment Rental/Fuel: ### - Unit - Boom Truck 1 day 5,000.00 5,000.00

Diesel Fuel 30 liters 49.00 1,470.00 7,104.00 Direct Cost 7,738.00 OCM 774.00 TOTAL COST OF ITEM II 8,512.00

III. FINAL STAKING/LAY-OUTING/LINE AND GRADE A. Materials: 31 pcs. - 2" x 3" x 10' Coco Lumber 155 bd.ft. 17.00 2,635.00 15 pcs. - 2" x 3" x 8' Coco Lumber 60 bd.ft. 17.00 1,020.00 4" C.W. Nail 3 kgs. 65.00 195.00 Nylon Chord 2 rolls 50.00 100.00 12mmØ Clear Hose 20 l.m. 10.00 200.00 4,150.00

B. Labor: ### - Carpenters 1 day 366.00 732.00 732.00

Direct Cost 4,882.00 OCM 488.00 TOTAL COST OF ITEM III 5,370.00

IV. SUPPLY/FABRICATION OF 270- UNITS OF 200MM X 200MM X 150MM CONCRETE BASE BLOCK A. Materials: Portland Cement 17 bags 226.00 3,842.00 Sand 1 cu.m. 650.00 650.00 Gravel 2 cu.m. 650.00 1,300.00 10mmØ x 6.00m Deformed Reinforcing Steel Bars 27 pcs. 161.00 4,347.00 Hacksaw Blade 2 pcs. 52.00 104.00 12mm thk x 1.20m x 2.40m Ordinary Plywood 15 shts. 550.00 8,250.00 2" C.W. Nail 4 kgs. 65.00 260.00 18,753.00

B. Labor: ### - Mason 2 days 366.00 732.00 ### - Welder 2 days 366.00 732.00 ### - Carpenters 2 days 366.00 1,464.00 ### - Laborers 2 days 317.00 1,268.00 4,196.00

Direct Cost 22,949.00 OCM 2,295.00 TOTAL COST OF ITEM IV 25,244.00

V. SUPPLY/CONSTRUCTION OF 6 - UNITS PVC PIPE RACK A. Materials: 3.9mm thk x 38mmØ (I.D.) x 6.00m G.I. Pipe, (Sch. 40) 678 pcs. 2,075.00 1,406,850.00 38mmØ x 38mm M.S. Pipe Clamp/Scaffolding Clamp 2,223 pcs. 80.00 177,840.00 1,584,690.00

B. Labor: ### - Carpenters 10 days 366.00 14,640.00 ### - Laborers 10 days 317.00 6,340.00 20,980.00

Direct Cost 1,605,670.00 OCM 160,567.00

TOTAL COST OF ITEM V 1,766,237.00

VI. SCAFFOLDING WORKS A. Materials: 100pcs - 2" x 4" x 10' Coco Lumber 667 bd.ft. 17.00 11,333.00 60pcs - 2" x 3" x 10' Coco Lumber 300 bd.ft. 17.00 5,100.00 60pcs - 2" x 2" x 10' Coco Lumber 200 bd.ft. 17.00 3,400.00 4" C.W. Nail 18 kgs. 65.00 1,170.00 21,003.00

B. Labor: ### - Laborers 6 days 317.00 3,804.00 ### - Carpenters 6 days 366.00 8,784.00 8,784.00

Direct Cost 29,787.00 OCM 2,979.00 TOTAL COST OF ITEM VI 32,766.00

VII. TRUSSES WORKS A. Materials: 3.91mm thk x 19mmØ (I.D.) x 6.00m G.I. Pipe, (Sch. 40) 93 pcs. 988.00 91,884.00 Hacksaw Blade 5 pcs. 52.00 260.00 6011 Welding Rod 8 kgs. 145.00 1,160.00 93,304.00

B. Equipment Rental: ### - Unit Welding Machine 4 days 2,160.00 8,640.00 8,640.00

B. Labor: ### - Welder 4 days 366.00 1,464.00 ### - Laborers 4 days 317.00 3,804.00 5,268.00

Direct Cost 107,212.00 OCM 10,721.00 TOTAL COST OF ITEM VI 117,933.00

VIII. ROOFING WORKS A. Materials: 1.83m x 50.00m Tarpulin 8 rolls 7,750.00 62,000.00 Ga. 14 x 50mm x 75mm x 6.00m C-Purlins 26 pcs. 990.00 25,740.00 #16 G.I. Tie-wire 178 kgs. 65.00 11,570.00 99,310.00

B. Labor: ### - Carpenters 2 days 366.00 2,928.00 ### - Laborers 2 days 317.00 1,268.00 4,196.00

Direct Cost 103,506.00 OCM 10,351.00 TOTAL COST OF ITEM VIII 113,857.00

IX. CONSTRUCTION OF 88.55 LINEAR METER BARBWIRE FENCE A. Materials: 1. Barbwire Fence Portland Cement 5 bags 226.00 1,130.00 Sand 0.15 cu.m. 650.00 98.00 Gravel 0.30 cu.m. 650.00 195.00 3.91mm thk x 38mmØ (I.D.) x 6.00m G.I. Pipe, (Sch. 40) 14 pcs. 2,075.00 29,050.00 30.00 Meters Barbwire (Large) 17 rolls 1,650.00 28,050.00 Hacksaw Blade 5 pcs. 52.00 260.00 58,783.00

2. Steel Gate Portland Cement 7 bags 226.00 1,582.00 Sand 0.30 cu.m. 650.00 195.00 Gravel 0.60 cu.m. 650.00 390.00 5.5mm thk x 100mmØ x 6.00m G.I. Pipe (Sch. 40) 1 pc. 4,800.00 4,800.00 50mmØ x 6.00m G.I. Pipe, Sch. 40 4 pcs. 2,238.00 8,952.00 5mm thk. X 100mm x 6.00m Flat Bar 1 pc. 1,142.00 1,142.00 12mmØ x 6.00m Plain Round Bar 1 pc. 261.00 261.00 12mmØ x 150mm Standard Turn Buckle 2 pcs. 51.00 102.00 #10 x 75mm Mesh x 1.83m Interlink Wire (6m/roll) 1 roll 570.00 570.00 10mmØ x 6.00m Plain Round Bar 3 pcs. 168.00 504.00 16mmØ x 6.00m Deformed Reinforcing Steel Bars 5 pcs. 381.00 1,905.00 10mmØ x 6.00m Deformed Reinforcing Steel Bars 4 pcs. 161.00 644.00 #16 G.I. Tie-wire 3 kgs. 65.00 195.00 12mm thk x 1.20m x 2.40m Ordinary Plywood 1 pc. 550.00 550.00 6pcs. - 2" x 3" x 10' Coco Lumber 30 bd.ft. 17.00 510.00 2" C.W. Nail 1 kg. 65.00 65.00 4" C.W. Nail 1 kg. 65.00 65.00 6011 Welding Rod 2 kgs. 145.00 290.00 22,722.00

B. Labor: ### - Mason 5 days 366.00 1,830.00 ### - Welder 5 days 366.00 1,830.00 ### - Carpenter 5 days 366.00 1,830.00 ### - Contractual Laborers 5 days 317.00 3,170.00 8,660.00

C. Equipment Rental: ### - Unit Welding Machine 2 days 2,160.00 4,320.00 4,320.00

Direct Cost 90,165.00 OCM 9,017.00 TOTAL COST OF ITEM IX 99,182.00

X. ELECTRICAL WORKS A. Materials: Kiliwatthour Meter (Analog), 230 Volts, Single Phase, Assembly, GE Class 1 assy. 3,210.00 3,210.00

50 Amperes Main Circuit Breaker, Single Phase,

220 volts enclosed in Powder Coated Finished Panel Board

with 5 Single Phase Branches of:

3 sets - 20 Amps. Branch 1 unit 3,360.00 3,360.00

16 mtrs. 95.00 1,520.00

4 rolls 95.00 380.00

4 rolls 4,183.00 16,732.00

3U Electronic CFL with Diffuser, Daylight, 23W Assembly 31 sets 656.00 20,336.00

Ceiling Socket with screw 2 sets 25.00 50.00

Duplex Convenience Outlet w/ plate (flush type) 1 set 253.00 253.00

Toggle Switch 2-Gang w/ plate (weather-proof type) and roof cover 6 sets 114.00 684.00

2 pcs. 253.00 506.00

4 pcs. 253.00 1,012.00

2 pcs. 18.00 36.00

4 pcs. 9.00 36.00

2 pcs. 9.00 18.00

25 mtrs. 6.00 150.00

50 pcs. 201.00 10,050.00

6 pcs. 13.00 78.00

10 pcs. 6.00 60.00

62 pcs. 8.00 496.00

62 pcs. 3.00 186.00

5 packs 110.00 550.00

8 pcs. 55.00 440.00

8 pcs. 171.00 1,368.00

2 wire w/ spool Secondary rack 2 pcs. 255.00 510.00

2" x 4" x 2" PVC Utility Box ( H.D.) 7 pcs. 17.00 119.00

4" x 4" x 2" PVC Junction Box ( H.D.) w/ Cover 25 pcs. 22.00 550.00

#16 G.I. Tie Wire 2 kgs. 65.00 130.00

6" x 6" x 4" Gal. Pull Box 2 pcs. 554.00 1,108.00

PVC Solvent Cement 2 qrts. 370.00 740.00

1/2" Camridge / Mica Tube 6 pcs. 30.00 180.00

3/4" Polytype Electrical Tape 4 pcs. 25.00 100.00

3/4" Rubber Tape 2 pcs. 105.00 210.00 61,948.00

B. Equipment Rental

### - Unit Power Drill 1 day 300.00 300.00 300.00

C. Labor:

### - Electrician 5 days 366.00 1,830.00

### - Contractual Laborers 5 days 317.00 3,170.00 5,000.00 Direct Cost 67,248.00 OCM 6,725.00 TOTAL COST OF ITEM X 73,973.00

XI. CONSTRUCTION OF ELECTRICAL POST A. Materials: Portland Cement 21 bags 226.00 4,746.00 Sand 1 cu.m. 650.00 650.00 Gravel 2 cu.m. 650.00 1,300.00 10mmØ x 6.00m Deformed Reinforcing Steel Bars 35 cu.m. 161.00 5,635.00 #16 G.I. Tie-wire 5 kgs. 65.00 325.00 3.91mm thk x 38mmØ (I.D.) x 6.00m G.I. Pipe (Sch. 40) 8 pcs. 2,075.00 16,600.00 29,256.00

B. Labor: ### - Mason 3 days 366.00 1,098.00 ### - Carpenter 3 days 366.00 1,098.00

### - Contractual Laborers 3 days 317.00 1,902.00 4,098.00 Direct Cost 33,354.00 OCM 3,335.00 TOTAL COST OF ITEM XI 36,689.00

XII. PAINTING WORKS (Note: Painting works includes the Steel Gate, Fence, and Electrical Post) A. Materials: Red Lead Metal Primer 3 gals. 379.00 1,137.00 QDE Aluminum Silver Paint 6 gals. 495.00 2,970.00 Paint Thinner 2 gals. 325.00 650.00 2" Paint Brush 4 pcs. 28.00 112.00 1" Paint Brush 4 pcs. 12.00 48.00 Steel Brush 2 pcs. 16.00 32.00 4,949.00

B. Labor: ### - Skilled Worker 3 days 366.00 1,098.00

### - Contractual Laborers 3 days 317.00 1,902.00 3,000.00 Direct Cost 7,949.00 OCM 795.00 TOTAL COST OF ITEM XII 8,744.00

XIII. DEMOBILIZATION 1 lot 10,000.00 10,000.00 10,000.00

8.0mm2 THW Stranded Wire

5.5mm2 THW Stranded Wire (perimeter line)


25mmØ (3/4") RSC Entrance Cap

25mmØ (3/4") x 3m RSC Electrical Conduit

25mmØ(3/4") x 90° RSC Electrical Conduit Elbow Long Sweep

25mmØ (3/4") RSC Locknut

25mmØ (3/4") RSC Male Adaptor

20mmØ (1/2") PVC Flexible Electrical Conduit

20mmØ (1/2") x 3.00m PVC Electrical Conduit

20mmØ (1/2") x 90° PVC Electrical Conduit Elbow Long Sweep

20mmØ(1/2") PVC Electrical Coupling Connectors

20mmØ (1/2") PVC Male Adaptor

20mmØ (1/2") PVC Lock Nut (Zinc Coated)

20mmØ (1/2") nylon cable tie

38mmØ x 12mmØ G.I. Bell Reducer, Sch. 40

5.5mm2 Wire Connector

S U M M A R Y

I. MOBILIZATION Php 10,000.00 II. HAULING OF MATERIALS Php 8,512.00 III. FINAL STAKING/LAY-OUTING/LINE AND GRADE Php 5,370.00 IV. SUPPLY/FABRICATION OF 270- UNITS OF CONCRETE BASE BLOCK Php 25,244.00 V. SUPPLY/CONSTRUCTION OF 6 - UNITS PVC PIPE RACK Php 1,766,237.00 VI. SCAFFOLDING WORKS Php 32,766.00 VII. TRUSSES WORKS Php 117,933.00 VIII. ROOFING WORKS Php 113,857.00 IX. CONSTRUCTION OF 88.55 LINEAR METER BARBWIRE FENCE Php 99,182.00 X. ELECTRICAL WORKS Php 73,973.00 XI. CONSTRUCTION OF ELECTRICAL POST Php 36,689.00 XII. PAINTING WORKS Php 8,744.00

XIII. DEMOBILIZATION Php 10,000.00

TOTAL PROJECT COST Php 2,308,507.00

Prepared by: Reviewed & Checked by: Submitted by:

FELIXBERTO R. CAARE, JR. MARIE CLAIRE C. BONGO MARLI P. ACOSTA-DE FIESTA Researcher/Analyst A (J.O.) Officer-In-Charge Officer-In-Charge

Planning & Development Section Planning & Design Division

Approved by: Certified as to Availability of Funds: Recommending Approval for Project Implementation:

CARLOS L. PEREZ, SR. ROBERTO R. MENDOZA ALEJO S. ROJAS, JR. Officer-In-Charge Officer-In-Charge Assistant General Manager for Operations Engineering Department Accounting & Treasury Department

Approved for Project Implementation:

LEONARDO REY D. VASQUEZ General Manager

V. 40GPD HYPOCHLORINATOR WITH 100 LTRS SOLUTION TANK & COMPLETE ACCESSORIES:

"CHEM-TECH" heavy Duty Hypochlorinator with 100 liters Solution Tank

with stirrer, series 200, designed to deliver 40 GPD(max) vs. 125 psig,

mechanical diaphragm type and oil bathed gear assembly, driven by

electric motor, 230V, single phase, 60 Hz. With complete standard

suction & discharge accessories:

- 4 ft. Suction Tubing, clear PVC, 7/16"OD

- 8 ft. Discharge Tubing, P.E., 1/2"OD

- 1 set Back check Valve & Injection Fittings

- 1 set Foot Valve with strainer

- 1 pc. Bleed Valve

Lumpsum Amount Overhead Expenses Price & Physica Miscellaneous Contractor's Profit Value Added Tax


"CHEM-TECH" heavy Duty Hypochlorinator with 100 liters Solution Tank ### unit 90,000.00









90,000.00

90,000.00 3,600.00 4,500.00 900.00 9,000.00 12,960.00 120,960.00


Pilar St., Zamboanga City

Project : PROPOSED ZSCMST SUMP TANK ELECTRO-MECHANICAL EQUIPMENT Location : Rio Hondo, Zamboanga City Scope of Work : 1. Package Supply, Installation, Testing & Commissioning of 15KW (20Hp) Submersible pump/motor, Riser Columns, Motor

Controls & accessories, Discharge pipings, Appurtenances and Fittings, to include the supply & construction of pipe supports. 2. Supply, Installation, Testing & Commissioning of 100mmǾ Electro-magnetic Flowmeter & GSM Data Logger complete with accessories. 3. Supply, Installation, Testing & Commissioning of 38 KVA Rated Standby Power, Trailer-Mounted, Closed Type Generator Set. w/ genset Shed & Foundation 4. Supply, Installation, Testing & Commissioning of Automatic Transfer Switch (ATS). 5. Supply Installation Testing & Commissioning of 40 GPD Hypochlorinator w/ 100 Ltrs. Solution tank & Complete Accessories

Project Cost : P 3,341,749.00

Materials Breakdown & Cost Estimates

I. PACKAGE SUPPLY, INSTALLATION, TESTING & COMMISSIONING OF 15 KW (20HP) SUBMERSIBLE PUMP/MOTOR,

MOTOR CONTROL, RISER COLUMNS, DISCHARGE PIPINGS, APPURTENANCES, FITTINGS AND WITH

COMPLETE ACCESSORIES:

Pump outlet diameter of 4 inches diameter, Stainless Steel Body construction or its equivalent; - 1 pc. of 100 mmØ(4") x 3.5 meters B.I. Sch. 40 riser column, flange-type, anti-rust & epoxy-enamel coated (blue); - B.I. Flanges, 16mm thick x 112mm ID x 212mm OD with 6 (Six) of 17mmØ holes per flange welded @ both ends of 100 mmØ B.I. riser column, to be bolted with 16mmØ SS bolts complete with 1/4" thick rubber gasket; (Note: See attached Construction Detail of Flange Shop Drawing) - 1 pc. 100mmØ(4") x 0.30m sch.40 Stainless steel Adaptor with one end welded with19mmØ x 112mm ID x 212mm OD B.I. Flange & threaded at the other end 4"Ø that matches with the Pump outlet diameter. - 1 pc. 100mmØ (4") x 1.00m. B.I. pipe sch. 40 heavily welded with brace to the 25mm thick x 400mm x 400mm steel sanitary seal and 100mmØ (4") x 90° B.I. Long Sweep Elbow which is heavily welded @ top end of B.I. column pipe which passes thru the center of the steel sanitary seal and with one (1) 64mmØ hole provision for motor cable, all in anti-rust & epoxy-enamel coated (Blue). (Refer construction drawing of 25mm thick x 400mm x 400mm steel sanitary seal) - 8 pcs. 19mmØ x 350mm. G.I. bolts with nuts and washers. - 1 pc. 250mmØ (10") x 90º PVC elbow with flange coupling for water inlet. (Note: Pump Setting @ 5.73 meters below sump top level)

15 KW (20Hp), 3-phase, 230VAC, 60 Hz, 3500 RPM, Variable speed Drive Submerssible Motor complete with the following: Circuit Breaker Industrial type (Heavy duty) 230 V, 150 A, 3Ø Automatic Combination Motor Soft Starter with By-pass contactor and overload relay (42A-80A)

A. SUBMERSIBLE PUMP & RISER COLUMNS/ACCESSORIES:

- Submersible Pump with capacity of 200 GPM (45 m3/hr) against a TDH of 82m., 6-stages, within 75% Efficiency,

B. SUBMERSIBLE ELECTRIC MOTOR & CONTROLS:

with desired motor protection such as: Electronic over/under voltage Protection Relay, Motor thermal state with Phase Failure & Unbalance Protections, Electronic over/underload & Out-Of-Sequence Protection Relay, Lock Rotor Motor Protection, Surge Arrester, Additional motor control for Earth Leakage, short circuit, external protection relay for current overload including the control for the water hammer and cavitation, Liquid level controller type LH/RH with electrodes, Electronic Power-on/Delay timer, start and stop push buttons and pilot lights, Ammeter (0-300A), Voltmeter (0-500V), H-O-A Selector Switch, with Current Transformer (300:5 x'former ratio) which matches the ammeter, Lightning Arrester, Desired molded case circuit breakers & contactor all in NEMA 3R Steel enclosure. 30 meters (38mm²) # 1/3 double jacketed submersible cable spliced to the motor leads using standard resin type 3M brand (82-A2 Kit No.) splicing kit, with 2 rolls each of # 23 & #33 tapes. (Note: Splicing to be done at project site)

Submerssible pump & Motor

Cables & Accessories

Motor controls

Riser columns/Accessories

Labor

Lumpsum Amount

Overhead Expenses

Price & Physical Contingencie

Miscellaneous

Contractor's Profit

Value Added Tax

100mmØ C.I. Body Check Valve w/ counter weight (PN16), F/F

with two (2) mating flanges and rubber gaskets (Imported brand)

100mmØ C.I. Body Gate Valve (PN16), NRS, F/F with two (2)

mating flanges and rubber gaskets (Imported brand)

16mm thick x 112mm ID x 212mm OD, 19mmØ 8 (Eight) Holes Steel Ring Flange

### 100mmØ Std. Sleeve Type Flexible Coupling Spl.

100mmØ Std. Sleeve Type Flexible Coupling (for B.I. pipe) w/ harness

16mmØ x 50mm full threaded Stainless Bolt & Nut with washer

100mmØ x 6 mtrs. B.I. Pipe, sch.40 with anti-rust & epoxy-enamel coated "blue"

100mmØ x 100mmØ B.I Tee, sch.40, F/F (Fabricated w/ anti-rust & epoxy-enamel coated)

100mmØ x 6 mtrs. G.I. Pipe, sch.40 with anti-rust & epoxy-enamel coated "blue"

100mmØ x 150mmØ PVC Increaser

(Note: Amount of B.I. Tee is purely the cost of welding works only, and pipe

C. SUPPLY & INSTALLATION OF DISCHARGE PIPINGS, APPURTENANCES & FITTINGS:

materials for fabrication to get portion from supply of B.I. pipes)

100mmØ x 90° B.I. Elbow, sch.40 , F/F

25 mmØ Air Release - Air Vacuum Assy. w/ fittings (PN16)

Provision for Chlorinator Injection Fittings:

2"Ǿ G.I. Coupling, sch. 40

2"Ǿ x 6" G.I. Nipple, sch. 40

2"Ǿ G.I. Cap

3/4"Ǿ G.I. Coupling, sch.40

3/4"Ǿ x 1/2"Ǿ G.I. Bushing

1/2"Ǿ G.I. Plug

Pressure Gauge Assembly:

1/2"Ǿ G.I. Tee, sch.40

1/2"Ǿ G.I. Coupling, sch.40

1/2"Ǿ x 4" G.I. Nipple, sch. 40

1/2"Ǿ x 1/4"Ǿ G.I. Bushing

1/4"Ǿ G.I. Plug

1/2"Ǿ Brass Ball Valve

2-1/2"Ǿ Oil-filled Pressure Gauge (0-150 psi)

Labor: Cutting & Welding works of B.I. Discharge Pipes, installation of Appurtenances,

preparation of Pressure Gauge assy. and provision for Chlorinator Injection Fittings.

Php 2.00 Lumpsum Amount

Overhead Expenses

Price & Physical Contingencie

Miscellaneous

Contractor's Profit

Value Added Tax

WITH WALL-MOUNTED TYPE SIGNAL CONVERTER AND FULLY INTEGRATED GSM DATA LOGGER COMPATIBLE

WITH THE SENSOR EM FLOWMETER, ALL UNITS WITH COMPLETE ACCESSORIES.

A. Supply, Installation, Testing & Commissioning of one (1) unit 100mmØ Electro-

Magnetic Flowmeter, Flange-type, with two (2) mating flanges and with

wall-mounted type signal converter complete with accessories.

B. Supply & installation of Integrated GSM Data Logger 2 flow MK3 (flow & pressure)

II. PACKAGE SUPPLY, INSTALLATION, TESTING & COMMISSIONING OF 100mmǾ ELECTRO-MAGNETIC FLOWMETER

compatible with the sensor EM Flowmeter with a recording

interval programmable between 1 second & 1 hour,

900 MHz with remote downloading powered by lithium battery pack dischargeable

with a minimum life span of 5 years. Housing fully water proofed (IP68).

Data can be accessed remotely using a standard GSM mobile telephone thru simple

text message to the host computer provided with a windows-based software (one modem per unit).

The unit includes the following accessories:

Flow input cable (30 meters), Communication cable from logger to Personal

computer (5 meters), Windows-based configuration software for PC's,

Two-channel flow splitter cable (30 meters), Helicoil hose fitting for pressure

recording, 30 meters hose for pressure line with fittings (Quick fit connection).

(Logger Lumpsum Amount includes Orientation & Training of personnels)

LABOR

Lumpsum Amount Overhead Expenses Price & Physical Contingencies Miscellaneous Contractor's Profit Value Added Tax

III. SUPPLY, INSTALLATION, TESTING & COMMISSIONING OF ATLAS COPCO 38 KVA RATED STAND-BY POWER,

TRAILER-MOUNTED, CLOSED-TYPE, GENERATOR SET, QAS 35KD-FlX WITH GENSET SHED & FOUNDATION.

A. GENSET TECHNICAL SPECIFICATIONS:

A) Model QAS 38KD-FIX

Voltage Configuration 220 V-3Ø-60 Hz

Prime Rated Power 34.5KVA

Standby Power 38KVA

Frequency 60 Hz.

Speed 1800 RPM

Rated Current @ 220 V/60 Hz 90.5 A

Fuel Tank Capacity 102 L

Fuel Anatomy 12 h

Fuel Consumption @ Full Load 6.9 l/h

Sound Pressure Level @7m, 75 70 db(A)

Performance Class acc.ISO 852 G2

Sinlge Load Capability (O-PRP) 100%

Voltage Regulation Accuracy ± 1%

Seed Regulation Accuracy ± 0.25%

B) Engine: Kubota

Model V3300DI

Standards ISO 3046; ISO 8528-2

Rated Output 30.7 KW

Cooling Systems Water Cooled

Cylinders ###

Speed Governor Electronic

Combustion System Direct Injection

Aspiration Natural

Starting System Electric, 12Vdc

C) Alternator: Leroy Somer

Model LSA 42.2 L9

Standards IEC 34-1; ISO 8528-3

Degree of Protection IP 23

Insulation Class Class H with marine impregnation

Rated Output 38 KVA

No. of wires ###

Standard Internal Combustion Engine using Diesel Fuel with fuel filter, water separator and 12V storage battery.

With Emergency Engine Shutdown (protects against too high cooling water temperature and too low oil pressure).

1. Fuel pre-filter with water separator protects against solid and liquid impurities.

2. Dry-type air filter including maintenance indicator.

3. Residencial type silencer that conforms to the manufacturer's recommendations.

D) Steel Canopy:

Weatherproofed Factory Original Enclosure. Rigid in construction that withstands rough handling.

With noise reducing foam plastic liners that allows operation in noise-restricted areas.

Canopy openings with wide easy access to all compartments.

E) Base Frame:

Compact Trailer-Mounted Power Pact.

Easy to install and to transport by means of towing.

F) Accessories:

Monitoring Device 3 x AC Amphere Meter, AC Voltmeter, VM Selector Switch, Frequency/RPM Meter, Hour Meter,

Engine Coolant Temp. Gauge, Engine Oil Press. & Fuel Guage.

Control Device Mode Selector Switch for ON/OFF (Remote), Automatic Engine Shutdown on:

High Coolant Temp., Low Lube Oil Pressure, Overspeed, Under Voltage, Under Freq.

Engine Controls & Fuse, Alternator Charging, AC Shutdown, Engine Coolant

Temp. Fault Indicator, Engine Oil Pressure Fault Indicator,

Main Circuit Breaker, Emergency Stop Button.

Separate Hand Pump Manually refills genset fuel tank from outside fuel container/drum.

Note:

1. The unit & its accessories should be brand new and supplied with mannuals and standard set of tools.

2. The Supplier should provide Factory Acceptance Test Certificate and Training of staff on the use, service

& maintenance of the unit.

3. The Supplier should make available the electrical wires, accessories and all other materials and equipment

necessary for the Testing & Commissioning of the generator set.

4. The Supplier should provide the Electrical plans & Diagrams of the Genset Electrical System.

5. The Supplier should provide enough spare Fuel Filters, Pre-Fuel Filters, Air Filters & Engine coolant

for the maintenance during the break-in period..

LUMPSUM COST Overhead Expenses Price & Physical Contingencies Miscellaneous Contractor's Profit Value Added Tax

IV. SUPPLY, INSTALLATION, TESTING & COMMISSIONING ONE (1) UNIT AUTOMATIC TRANSFER SWITCH (ATS):

Automatic Transfer Switch 460 VAC, 3-Phase, 60 Hz.

Complete with the following:

2 units - Magnetic Contactor (Heavy duty) 250 Amps max. rating

460 vac coil voltage, industrial type; Complete with Electrical

Interlock; Pilot Lights; Push Buttons; Selector Switches; Timer;

Voltmeter; Protective Relays (Voltage Monitor for Normal & Genset Power, Out of Sequence or Phase Reversal Relay

& Thermal Overload Relay (120A-180A range) ; Intelligent Circuit with NEMA-1 Metal Enclosure

LUMPSUM COST Overhead Expenses Price & Physical Contingenc Miscellaneous Contractor's Profit Value Added Tax

C. SUPPLY OF MATERIALS, LABOR & CONSTRUCTION OF GENSET SHED:

Supply & Construction of shed framing, polycarbonate sheets

a. Materials:

1.Roof Framing:

Silicon Sealant

6011 Welding Rod

Welding Machine Rental

2.Column & Footings: Portland Cement

Sand

Gravel (G1)

#16 G.I. Tie Wire

b. Labor:

Supply & Construction of Genset Base Foundation including excavation & steel works

a. Materials:

Portland cement

Sand

Gravel (G1)

#16 G.I. Tie Wire

4" C.W. Nail

2 - 1/2" C.W. Nail

2" C.W. Nail

8mmThk. x 1.22m x 4.87m Polycarbonate Sheet

4mmØ x 50mm Tek Screw (Full Thread Type)

50mmØ x 6.00m G.I. Pipe, Sch. 40




3mmThk. x 38mm x 38mm x 6.00m MS Angle Bar Purlins

6mmThk. x 38mm MS Flat Bar

16mmØ x 200mm MS Bolt w/ Nut & Washer

10mmThk. x 150mm x 150mm (w/ 4 bolt holes) MS Sole Steel Plate

16mmØ x 6.00m Deform Rein. Steel Bar

10mmØ x 6.00m Deform Rein. Steel Bar

12mmØ x 6.00m Deform Rein. Steel Bars

16mmØ x 480mm Anchor Bolt w/ Nut & Washer

12mmThk. x 1.20m x 2.40m Ordinary Plywood

20 pcs. - 50mm x 50mm x 3.00m Coco Lumber

b. Labor:

Lumpsum Amount Overhead Expenses Price & Physical Contingenc Miscellaneous Contractor's Profit Value Added Tax


"CHEM-TECH" heavy Duty Hypochlorinator with 100 liters Solution Tank









- 1 pc. Bleed Valve

Lumpsum Amount Overhead Expenses Price & Physical Contingenc Miscellaneous Contractor's Profit Value Added Tax



PROPOSED ZSCMST SUMP TANK ELECTRO-MECHANICAL EQUIPMENT

1. Package Supply, Installation, Testing & Commissioning of 15KW (20Hp) Submersible pump/motor, Riser Columns, Motor Controls & accessories, Discharge pipings, Appurtenances and Fittings, to include the supply & construction of pipe supports. 2. Supply, Installation, Testing & Commissioning of 100mmǾ Electro-magnetic Flowmeter & GSM Data Logger

3. Supply, Installation, Testing & Commissioning of 38 KVA Rated Standby Power, Trailer-Mounted, Closed Type Generator Set. w/ genset Shed & Foundation 4. Supply, Installation, Testing & Commissioning of Automatic Transfer Switch (ATS). 5. Supply Installation Testing & Commissioning of 40 GPD Hypochlorinator w/ 100 Ltrs. Solution tank & Complete Accessories


I. PACKAGE SUPPLY, INSTALLATION, TESTING & COMMISSIONING OF 15 KW (20HP) SUBMERSIBLE PUMP/MOTOR,

MOTOR CONTROL, RISER COLUMNS, DISCHARGE PIPINGS, APPURTENANCES, FITTINGS AND WITH

Pump outlet diameter of 4 inches diameter, Stainless Steel Body construction or its equivalent; - 1 pc. of 100 mmØ(4") x 3.5 meters B.I. Sch. 40 riser column, flange-type, anti-rust & epoxy-enamel coated (blue); - B.I. Flanges, 16mm thick x 112mm ID x 212mm OD with 6 (Six) of 17mmØ holes per flange welded @ both ends of 100 mmØ B.I. riser column, to be bolted with 16mmØ SS bolts complete with 1/4" thick rubber gasket; (Note: See attached Construction Detail of Flange Shop Drawing) - 1 pc. 100mmØ(4") x 0.30m sch.40 Stainless steel Adaptor with one end welded with19mmØ x 112mm ID x 212mm OD B.I. Flange & threaded at the other end 4"Ø that matches with the Pump outlet diameter. - 1 pc. 100mmØ (4") x 1.00m. B.I. pipe sch. 40 heavily welded with brace to the 25mm thick x 400mm x 400mm steel sanitary seal and 100mmØ (4") x 90° B.I. Long Sweep Elbow which is heavily welded @ top end of B.I. column pipe which passes thru the center of the steel sanitary seal and with one (1) 64mmØ hole provision for motor cable, all in anti-rust & epoxy-enamel coated (Blue). (Refer construction drawing of 25mm thick x 400mm x 400mm steel sanitary seal) - 8 pcs. 19mmØ x 350mm. G.I. bolts with nuts and washers. - 1 pc. 250mmØ (10") x 90º PVC elbow with flange coupling for water inlet. (Note: Pump Setting @ 5.73 meters below sump top level)

15 KW (20Hp), 3-phase, 230VAC, 60 Hz, 3500 RPM, Variable speed Drive Submerssible Motor complete with the following: Circuit Breaker Industrial type (Heavy duty) 230 V, 150 A, 3Ø Automatic Combination Motor Soft Starter with By-pass contactor and overload relay (42A-80A)

A. SUBMERSIBLE PUMP & RISER COLUMNS/ACCESSORIES:

- Submersible Pump with capacity of 200 GPM (45 m3/hr) against a TDH of 82m., 6-stages, within 75% Efficiency,

B. SUBMERSIBLE ELECTRIC MOTOR & CONTROLS:

with desired motor protection such as: Electronic over/under voltage Protection Relay, Motor thermal state with Phase Failure & Unbalance Protections, Electronic over/underload & Out-Of-Sequence Protection Relay, Lock Rotor Motor Protection, Surge Arrester, Additional motor control for Earth Leakage, short circuit, external protection relay for current overload including the control for the water hammer and cavitation, Liquid level controller type LH/RH with electrodes, Electronic Power-on/Delay timer, start and stop push buttons and pilot lights, Ammeter (0-300A), Voltmeter (0-500V), H-O-A Selector Switch, with Current Transformer (300:5 x'former ratio) which matches the ammeter, Lightning Arrester, Desired molded case circuit breakers & contactor all in NEMA 3R Steel enclosure. 30 meters (38mm²) # 1/3 double jacketed submersible cable spliced to the motor leads using standard resin type 3M brand (82-A2 Kit No.) splicing kit, with 2 rolls each of # 23 & #33 tapes. (Note: Splicing to be done at project site)

Qty Unit Unit Cost 100mmØ C.I. Body Check Valve w/ counter weight (PN16), F/F Php1.00 unit 65,000.00 with two (2) mating flanges and rubber gaskets (Imported brand)

100mmØ C.I. Body Gate Valve (PN16), NRS, F/F with two (2) Php3.00 units 18,000.00 mating flanges and rubber gaskets (Imported brand)

16mm thick x 112mm ID x 212mm OD, 19mmØ 8 (Eight) Holes Steel Ring Flange ### pcs. 1,000.00 100mmØ Std. Sleeve Type Flexible Coupling Spl. Php5.00 pcs. 3,500.00 100mmØ Std. Sleeve Type Flexible Coupling (for B.I. pipe) w/ harness Php3.00 unit 2,500.00 16mmØ x 50mm full threaded Stainless Bolt & Nut with washer ### pcs. 80.00 100mmØ x 6 mtrs. B.I. Pipe, sch.40 with anti-rust & epoxy-enamel coated "blue" Php5.00 pcs. 6,000.00 100mmØ x 100mmØ B.I Tee, sch.40, F/F (Fabricated w/ anti-rust & epoxy-enamel coated) Php2.00 pc. 1,500.00 100mmØ x 6 mtrs. G.I. Pipe, sch.40 with anti-rust & epoxy-enamel coated "blue" Php5.00 pc. 4,000.00

Php1.00 pc. 1,420.00 (Note: Amount of B.I. Tee is purely the cost of welding works only, and pipe

C. SUPPLY & INSTALLATION OF DISCHARGE PIPINGS, APPURTENANCES & FITTINGS:

materials for fabrication to get portion from supply of B.I. pipes)

Php5.00 pcs. 4,000.00 25 mmØ Air Release - Air Vacuum Assy. w/ fittings (PN16) Php1.00 unit 10,000.00

Php1.00 pc. 52.00 Php1.00 pc. 91.00 Php1.00 pc. 63.00 Php1.00 pc. 11.00 Php1.00 pc. 11.00 Php1.00 pc. 6.00

Php1.00 pc. 11.00 Php1.00 pc. 9.00 Php1.00 pc. 15.00 Php1.00 pc. 10.00 Php1.00 pc. 13.00 Php1.00 pc. 442.00 Php1.00 pc. 2,000.00

Labor: Cutting & Welding works of B.I. Discharge Pipes, installation of Appurtenances, Php1.00 l.s. 25,675.00 preparation of Pressure Gauge assy. and provision for Chlorinator Injection Fittings.

3,944,892.60 438,321.40

WITH WALL-MOUNTED TYPE SIGNAL CONVERTER AND FULLY INTEGRATED GSM DATA LOGGER COMPATIBLE

WITH THE SENSOR EM FLOWMETER, ALL UNITS WITH COMPLETE ACCESSORIES.

Qty Unit Unit Cost

A. Supply, Installation, Testing & Commissioning of one (1) unit 100mmØ Electro- ### unit 350,000.00

Magnetic Flowmeter, Flange-type, with two (2) mating flanges and with

wall-mounted type signal converter complete with accessories.

B. Supply & installation of Integrated GSM Data Logger 2 flow MK3 (flow & pressure) ### unit 75,000.00

II. PACKAGE SUPPLY, INSTALLATION, TESTING & COMMISSIONING OF 100mmǾ ELECTRO-MAGNETIC FLOWMETER

compatible with the sensor EM Flowmeter with a recording

interval programmable between 1 second & 1 hour,

900 MHz with remote downloading powered by lithium battery pack dischargeable

with a minimum life span of 5 years. Housing fully water proofed (IP68).

Data can be accessed remotely using a standard GSM mobile telephone thru simple

text message to the host computer provided with a windows-based software (one modem per unit).

Flow input cable (30 meters), Communication cable from logger to Personal

computer (5 meters), Windows-based configuration software for PC's,

Two-channel flow splitter cable (30 meters), Helicoil hose fitting for pressure

recording, 30 meters hose for pressure line with fittings (Quick fit connection).

(Logger Lumpsum Amount includes Orientation & Training of personnels)

III. SUPPLY, INSTALLATION, TESTING & COMMISSIONING OF ATLAS COPCO 38 KVA RATED STAND-BY POWER,

TRAILER-MOUNTED, CLOSED-TYPE, GENERATOR SET, QAS 35KD-FlX WITH GENSET SHED & FOUNDATION.

QAS 38KD-FIX

220 V-3Ø-60 Hz

34.5KVA

1800 RPM

70 db(A)

± 0.25%

V3300DI

ISO 3046; ISO 8528-2

30.7 KW

Water Cooled

Electronic

Direct Injection

Electric, 12Vdc

Leroy Somer

LSA 42.2 L9

IEC 34-1; ISO 8528-3

Class H with marine impregnation

38 KVA

Standard Internal Combustion Engine using Diesel Fuel with fuel filter, water separator and 12V storage battery.

With Emergency Engine Shutdown (protects against too high cooling water temperature and too low oil pressure).

1. Fuel pre-filter with water separator protects against solid and liquid impurities.

2. Dry-type air filter including maintenance indicator.

3. Residencial type silencer that conforms to the manufacturer's recommendations.

Weatherproofed Factory Original Enclosure. Rigid in construction that withstands rough handling.

With noise reducing foam plastic liners that allows operation in noise-restricted areas.

Canopy openings with wide easy access to all compartments.

Compact Trailer-Mounted Power Pact.

Easy to install and to transport by means of towing.

3 x AC Amphere Meter, AC Voltmeter, VM Selector Switch, Frequency/RPM Meter, Hour Meter,

Engine Coolant Temp. Gauge, Engine Oil Press. & Fuel Guage.

Mode Selector Switch for ON/OFF (Remote), Automatic Engine Shutdown on:

High Coolant Temp., Low Lube Oil Pressure, Overspeed, Under Voltage, Under Freq.

Fuse, Alternator Charging, AC Shutdown, Engine Coolant

Temp. Fault Indicator, Engine Oil Pressure Fault Indicator,

Main Circuit Breaker, Emergency Stop Button.

Manually refills genset fuel tank from outside fuel container/drum.

1. The unit & its accessories should be brand new and supplied with mannuals and standard set of tools.

2. The Supplier should provide Factory Acceptance Test Certificate and Training of staff on the use, service

3. The Supplier should make available the electrical wires, accessories and all other materials and equipment

necessary for the Testing & Commissioning of the generator set.

4. The Supplier should provide the Electrical plans & Diagrams of the Genset Electrical System.

5. The Supplier should provide enough spare Fuel Filters, Pre-Fuel Filters, Air Filters & Engine coolant

for the maintenance during the break-in period..

IV. SUPPLY, INSTALLATION, TESTING & COMMISSIONING ONE (1) UNIT AUTOMATIC TRANSFER SWITCH (ATS):

Automatic Transfer Switch 460 VAC, 3-Phase, 60 Hz.

2 units - Magnetic Contactor (Heavy duty) 250 Amps max. rating

460 vac coil voltage, industrial type; Complete with Electrical

Interlock; Pilot Lights; Push Buttons; Selector Switches; Timer;

Voltmeter; Protective Relays (Voltage Monitor for Normal & Genset Power, Out of Sequence or Phase Reversal Relay

& Thermal Overload Relay (120A-180A range) ; Intelligent Circuit with NEMA-1 Metal Enclosure

Php1.00 Unit

C. SUPPLY OF MATERIALS, LABOR & CONSTRUCTION OF GENSET SHED:

Supply & Construction of shed framing, polycarbonate sheets

Qty. Unit Amount Php3.00 shts. 4,600.00

### pcs. 4.00 Php4.00 tubes 345.00 Php5.00 pcs. 1,940.00 Php6.00 pcs. 1,320.00 Php2.00 pcs. 575.00 Php2.00 pcs. 460.00 Php8.00 pcs. 288.00 Php2.00 pcs. 345.00

### sets 115.00 Php4.00 pcs. 800.00 Php5.00 kgs. 130.00 Php1.00 l.s. 1,500.00

Php2.00 bags 210.00 Php0.20 cu.m. 1,300.00 Php0.20 cu.m. 640.00 Php4.00 pcs. 350.00 Php2.00 pcs. 140.00 Php3.00 kgs. 70.00

Supply & Construction of Genset Base Foundation including excavation & steel works

.

### bags 226.00 Php1.50 cu.m. 1,000.00 Php3.00 cu.m. 1,000.00

### pcs. 200.00 Php4.00 kgs. 70.00 Php4.00 sets 58.00 Php4.00 shts. 560.00

### bd.ft. 20.00 Php2.00 kgs. 60.00 Php2.00 kgs. 60.00 Php2.00 kgs. 60.00

Thk. x 1.22m x 4.87m Polycarbonate Sheet

Tek Screw (Full Thread Type)

x 6.00m MS Angle Bar Purlins

MS Bolt w/ Nut & Washer

(w/ 4 bolt holes) MS Sole Steel Plate

Ø x 6.00m Deform Rein. Steel Bar

Ø x 6.00m Deform Rein. Steel Bar

1,680,000.00 201,600.00


"CHEM-TECH" heavy Duty Hypochlorinator with 100 liters Solution Tank ### unit 90,000.00








1. Package Supply, Installation, Testing & Commissioning of 15KW (20Hp) Submersible pump/motor, Riser Columns, Motor Controls & accessories, Discharge pipings, Appurtenances and Fittings, to include the supply & construction of pipe supports.

3. Supply, Installation, Testing & Commissioning of 38 KVA Rated Standby Power, Trailer-Mounted, Closed Type Generator Set. w/ genset Shed & Foundation

5. Supply Installation Testing & Commissioning of 40 GPD Hypochlorinator w/ 100 Ltrs. Solution tank & Complete Accessories


both ends of 100 mmØ B.I. riser column, to be bolted with 16mmØ SS bolts complete with 1/4" thick rubber gasket;

- 1 pc. 100mmØ(4") x 0.30m sch.40 Stainless steel Adaptor with one end welded with19mmØ x 112mm ID x 212mm OD B.I.

- 1 pc. 100mmØ (4") x 1.00m. B.I. pipe sch. 40 heavily welded with brace to the 25mm thick x 400mm x 400mm steel sanitary seal and 100mmØ (4") x 90° B.I. Long Sweep Elbow which is heavily welded @ top end of B.I. column pipe which passes

all in anti-rust & epoxy-enamel coated (Blue). (Refer construction drawing of 25mm thick x 400mm x 400mm steel sanitary seal) Php 120.00

15 KW (20Hp), 3-phase, 230VAC, 60 Hz, 3500 RPM, Variable speed Drive Submerssible Motor complete with the following:

the control for the water hammer and cavitation, Liquid level controller type LH/RH with electrodes, Electronic Power-on/Delay timer,

with Current Transformer (300:5 x'former ratio) which matches the ammeter, Lightning Arrester, Desired molded case circuit breakers & contactor all in NEMA 3R Steel enclosure. 30 meters (38mm²) # 1/3 double jacketed submersible cable

347,712.00

40,000.00

200,000.00

20,000.00

17,386.00

625,098.00

25,003.92 31,254.90 6,250.98 62,509.80 90,015.00 840,133.00

Amount 65,000.00

54,000.00

16,000.00 17,500.00 7,500.00 9,600.00 30,000.00 3,000.00 20,000.00 1,420.00

20,000.00 10,000.00

52.00 91.00 63.00 11.00 11.00 6.00 218,191.00

11.00 9.00 15.00 10.00 13.00 442.00 2,000.00 2,500.00

25,675.00 256,754.00

246,429.00

282,429.00 24,643.00

2,935,188.00

117,407.52 146,759.40 29,351.88 293,518.80 422,667.00

P 577,810.00

Amount 350,000.00

75,000.00

425,000.00 21,250.00

446,250.00 17,850.00 22,312.50 4,462.50 44,625.00 64,260.00 599,760.00

750,800.00 30,032.00 37,540.00 7,508.00 75,080.00 108,115.00 1,009,075.00

50,000.00 2,000.00 2,500.00 500.00 5,000.00 7,200.00 67,200.00

Total Amount 13,800.00 600.00 1,380.00 9,700.00 7,920.00 1,150.00 920.00 2,304.00 690.00 1,840.00 3,200.00 650.00 1,500.00

420.00 260.00 128.00 1,400.00 280.00 210.00 48,352.00 16,923.00 65,275.00

6,102.00 1,500.00 3,000.00 5,000.00 280.00 232.00 Php 288.00

2,240.00 1,340.00 120.00 120.00 120.00

20,054.00 9,024.00

29,078.00

1,400,000.00 56,000.00 70,000.00 14,000.00 140,000.00 201,600.00 1,881,600.00

90,000.00

90,000.00 3,600.00 4,500.00 900.00 9,000.00 12,960.00 120,960.00

###

100 hp 74hp 50hp

pump 390,000.00 ### ###

motor/m. cables 328,250.00 ### ###

riser columns/acces 40,000.00 ### ###

soft-starter control 380,000.00 ### ###

1,138,250.00 ### ###

2,500.00

256,754.00

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Project : PROP. CONSTRUCTION OF ZONE 4 BOOSTER STATION (PHASE 1) Location : ZSCMST Compound, Rio Hondo, Zamboanga City Scope of W:

A. NON ENGINEERING BASIC COSTI. PERMIT FEEII. CONSTRUCTION SAFETY & HEALTH PROGRAMIII. TESTING OF MATERIALSIV. CONSTRUCTION OF TEMFACILV. SUPERVISION

B. ENGINEERING BASIC COSTI. MOBILIZATIONII. CLEARING & DEMOLITION WORKSIII. HAULING OF MATERIALSIV. FINAL STAKING/LAY-OUTING & CLEARINGV. CONSTRUCTION OF (12.40 SQ. MTR.) OPERATOR'S ROOM

1. EXCAVATION WORKS (3.98 Cu.M.)2. CONCRETE WORKS (8.50 Cu M.)3. REINFORCED STEEL WORKS (1,093.10 KGS.)4. MASONRY WORKS 5. CARPENTRY WORKS6. SCAFFOLDING & FORM WORKS7. PLUMBING WORKS8. GLASS WORKS (LUMP SUM)

VI. CONSTRUCTION OF (2.56 SQ.M.) GUARD HOUSE1. EXCAVATION WORKS2. CONCRETE & REINFORCED STEEL WORKS3. MASONRY WORKS4. CARPENTRY WORKS5. GLASS WORKS (LUMP SUM)6. STEEL WORKS (WINDOW GRILLES)7. PLUMBING WORKS8. WATERPROOFING WORKS (LUMP SUM)9. PAINTING WORKS10. CONSTRUCTION OF SEPTIC VAULT (6.50 CU.M.)

VII. CONSTRUCTION OF 75 LN. MTR. PERIMETER FENCE1. EXCAVATION/BACKFILLING WORKS2. REINFORCED STEEL WORKS3. CONCRETING WORKS (18.00 CU. M.)4. SCAFFOLDING WORKS5. MASONRY WORKS (134.00 SQ. M.)6. STEEL WORKS7. PAINTING WORKS8. FABRICATION AND INSTALLATION OF PANAFLEX

VIII. PIPE LAYING WORKS (PIPE LAYING OF 125 LINEAR METER - 100MMØ DISTRIBUTION LINE & 125 LINEAR METER-100MMØ SUPPLY LINE)IX. CONSTRUCTION OF 250MM Ø RCCP DRAINAGE SYSTEM(L=125.0 Ln. Mtr.)X. CONSTRUCTION OF CONCRETE DRIVE WAY XI. LANDSCAPING WORKSXII. ELECTRICAL WORKSXVIII. MECHANICAL WORKS

Total Cost of Proje: 4,766,735.00

of 104

BILL OF MATERIALS & COST ESTIMATES

Item Description Qty. Unit Unit Cost Sub-Total

A. NON ENGINEERING BASIC COST I. PERMIT FEE

1. Building Permit 1 lot 15,000.00 15,000.00 2. ECC Requirement

2.1. Processing Fee 1 lot 4,000.00 4,000.00 2.2. Support Fund 1 lot 9,600.00 9,600.00

TOTAL COST OF PERMIT FEE

II. CONSTRUCTION SAFETY & HEALTH PROGRAM 1. Signages

4' x 8' Tarpaulin (Project Signage) (Including Printing & Layout) 2 units 800.00 1,600.00 4 - pcs. 2" x 2" x 10' Coco Lumber 13 bd.ft. 21.00 273.00 4 - pcs. 2" x 3" x 10' Coco Lumber 20 bd.ft. 21.00 420.00

1" C.W. Nail 1 kg. 77.00 77.00 3" C.W. Nail 1 kg. 67.00 67.00 4" C.W. Nail 1 kg. 67.00 67.00

2. A-Frame Barricades (20 units)a. Materials:

Caution Tape 3"W x 300m/Roll 1 roll 1,260.00 1,260.00 40 - pcs. 2" x 2" x 10' Coco Lumber 133 bd.ft. 21.00 2,793.00

12mm Thk x 1.20m x 2.40m Ordinary Plywood 3 shts. 861.00 2,583.00 3" C.W. Nail 2 kgs. 67.00 134.00 4" C.W. Nail 2 kgs. 67.00 134.00 Flat Enamel Paint 2 gals. 649.00 1,298.00 Quick Dry Enamel Paint (Lamp Black) 1 gal. 504.00 504.00 Quick Dry Enamel Paint (Caterpillar Yellow) 1 gal. 567.00 567.00 Paint Thinner 1 gal. 300.00 300.00 2" Paint Brush 1 pc. 54.00 54.00 3" Paint Brush 1 pc. 89.00 89.00 3" Width Reflectorized Sticker 20 ln.ft. 37.00 740.00

b. Labor:1 - Skilled Worker 5 days 366.00 1,830.00 2 - Laborer 5 days 317.00 3,170.00

TOTAL COST OF HEALTH & SAFETY

III. TESTING OF MATERIALS Portland Cement Quality Test (28 Days) 3 tests 1,500.00 4,500.00 Concrete Flexural Test 2 test 1,500.00 3,000.00 Coarse Aggregates (Complete Test) 1 test 1,350.00 1,350.00 Fine Aggregates (Complete Test) 1 test 1,350.00 1,350.00 100mm Concrete Hollow Block 1 test 600.00 600.00 150mm Concrete Hollow Block 1 test 600.00 600.00 250mm RCCP 1 test 700.00 700.00 Deformed Steel Bar (Tensile & Yield Test)

10mmØ Deformed Steel Bar 2 tests 1,200.00 2,400.00 12mmØ Deformed Steel Bar 2 tests 1,200.00 2,400.00 16mmØ Deformed Steel Bar 2 tests 1,300.00 2,600.00

Tie Wire 1 test 500.00 500.00 TOTAL COST OF TESTING OF MATERIALS

IV. CONSTRUCTION OF TEMFACIL a. Material:

16 - pcs. 2" x 4" x 10' Coco Lumber 107 bd.ft. 21.00 2,247.00 16 - pcs. 2" x 3" x 10' Coco Lumber 80 bd.ft. 21.00 1,680.00 20 - pcs. 2" x 2" x 10' Coco Lumber 67 bd.ft. 21.00 1,407.00

12mm Thk x 1.20m x 2.40m Ordinary Plywood 12 shts. 861.00 10,332.00 Ga. No. 26 x 10'. Corr. G.I. Sheet 12 pcs. 470.00 5,640.00 3-1/2" Loose Pin Hinges 2 pcs. 57.00 114.00 4" C.W. Nail 3 kgs. 67.00 201.00 3" C.W. Nail 3 kgs. 67.00 201.00 1-1/2" C.W. Nail 2 kgs. 75.00 150.00

b. Labor:2 - Skilled Worker 4 days 366.00 2,928.00 4 - Contractual Laborer 4 days 317.00 5,072.00

TOTAL COST OF CONSTRUCTION OF TEMFACIL

V. SUPERVISION a. Manpower:

1 - Engineering Assistant 210 days 524.00 110,040.00 TOTAL COST OF SUPERVISION

TOTAL NON ENGINEERING BASIC COST 186,572.00

B. ENGINEERING BASIC COST I. MOBILIZATION 1 lot 20,000.00 20,000.00

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II. CLEARING & DEMOLITION WORKS a. Laborers

8 - Contractual Laborers 4 days 317.00 10,144.00

b. Equipment Rental/Fuel:1 - Power Saw (w/ Fuel & Operator) 2 days 1,000.00 2,000.00 1 - Unit Dump Truck (w/ Fuel & Operator) 2 days 9,016.00 18,032.00

TOTAL DIRECT COST OF CLEARING & DEMOLITION WORKS

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III. HAULING OF MATERIALS a. Laborers

4 - Contractual Laborers 4 days 317.00 5,072.00

b. Equipment Rental/Fuel:1 - Unit Hauling Truck (w/ Fuel & Operator) 4 days 9,600.00 38,400.00

TOTAL DIRECT COST OF HAULING OF MATERIALS

IV. FINAL STAKING/LAY-OUTING & CLEARING a. Materials:10 pcs. - 2" x 2" x 10' Coco Lumber 33 bd.ft. 21.00 693.00 10 pcs. - 2" x 3" x 10' Coco Lumber 50 bd.ft. 21.00 1,050.00

4" C.W. Nail 1 kg. 67.00 67.00 3" C.W. Nail 1 kg. 67.00 67.00 2" C.W. Nail 1 kg. 70.00 70.00 Nylon Chord No. 100 8 rolls 137.00 1,096.00 12mmØ Clear Hose 50 l.m. 16.00 800.00

b. Labor:2 - Skilled Worker 1 day 366.00 732.00 2 - Contractual Laborers 1 day 317.00 634.00

TOTAL DIRECT COST OF FINAL STAKING/LAY-OUTING & CLEARING

V. CONSTRUCTION OF (12.40 SQ. MTR.) OPERATOR'S ROOM1. EXCAVATION WORKS (3.98 Cu.M.)b. Labors:

2 - Laborer 2 days 317.00 1,268.00TOTAL DIRECT COST OF EXCAVATION WORKS

2. CONCRETE WORKS (8.50 Cu M.)a. Materials:F2 (2 Units)

Portland Cement 6 bags 278.00 1,668.00Washed Sand 0.25 cu.m. 1,050.00 262.50Gravel (G1) 0.5 cu.m. 945.00 472.50

C2-A (2 Units)Portland Cement 7 bags 278.00 1,946.00Washed Sand 0.5 cu.m. 1,050.00 525.00Gravel (G1) 0.75 cu.m. 945.00 709.00

WF (11.00 ln.m.)Portland Cement 5 bags 278.00 1,390.00Washed Sand 0.25 cu.m. 1,050.00 263.00Gravel (G1) 0.5 cu.m. 945.00 473.00

Floor Lintel Beam (11.00 ln.m.)Portland Cement 4 bags 278.00 1,112.00Washed Sand 0.25 cu.m. 1,050.00 263.00Gravel (G1) 0.5 cu.m. 945.00 473.00

Slab on Fill (0.10m x 12.65 Sq.m.)Portland Cement 12 bags 278.00 3,336.00Washed Sand 0.5 cu.m. 1,050.00 525.00Gravel (G1) 1 cu.m. 945.00 945.00

Door/Window Lintel Beam (10.00 ln.m.)Portland Cement 3 bags 278.00 834.00Washed Sand 0.25 cu.m. 1,050.00 263.00Gravel (G1) 0.25 cu.m. 945.00 236.00

RCBPortland Cement 12 bags 278.00 3,336.00Washed Sand 0.5 cu.m. 1,050.00 525.00Gravel (G1) 1 cu.m. 945.00 945.00

Roof Slab (18.70 sq.m.)Portland Cement 23 bags 278.00 6,394.00Washed Sand 1 cu.m. 1,050.00 1,050.00Gravel (G1) 2 cu.m. 945.00 1,890.00

False Beam (10.50 ln.m.)Portland Cement 4 bags 278.00 1,112.00Washed Sand 0.25 cu.m. 1,050.00 263.00Gravel (G1) 0.25 cu.m. 945.00 236.00

b. Labors:1 - Mason 5 days 366.00 1,830.006 - Laborer 5 days 317.00 9,510.00

c. Equipment Rental:

B221

Engr. Bautista: other footing is included in Perimeter Fence

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1 - Unit One - Bagger Mixer 5 days 1,500.00 7,500.001 - Unit Concrete Vibrator 5 days 500.00 2,500.00

TOTAL DIRECT COST OF CONCRETE WORKS

3. REINFORCED STEEL WORKS (1,093.10 KGS.)Note: Other Column Footing, Column, Wall Footing & Floor Lintel Beam are already included in Perimeter Fence Estimates

a. Materials:F2 (2 Units)

16mmØ x 6.00m Def. Reinforcing Steel Bars 4 pcs. 436.00 1,744.00#16 G.I. Tie-wire 1 kg. 84.00 84.00Hacksaw Blade 2 pcs. 85.00 170.00

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C2-A (2 Units)16mmØ x 6.00m Def. Reinforcing Steel Bars 8 pcs. 436.00 3,488.0010mmØ x 6.00m Def. Reinforcing Steel Bars 11 pcs. 176.00 1,936.00#16 G.I. Tie-wire 1 kg. 84.00 84.00Hacksaw Blade 2 pcs. 85.00 170.00

WF (11.00 ln.m.)12mmØ x 6.00m Def. Reinforcing Steel Bars 3 pcs. 251.00 753.0010mmØ x 6.00m Def. Reinforcing Steel Bars 5 pcs. 176.00 880.00#16 G.I. Tie-wire 2 kgs. 84.00 168.00Hacksaw Blade 2 pcs. 85.00 170.00

Floor Lintel Beam (11.00 ln.m.)12mmØ x 6.00m Def. Reinforcing Steel Bars 9 pcs. 251.00 2,259.0010mmØ x 6.00m Def. Reinforcing Steel Bars 7 pcs. 176.00 1,232.00#16 G.I. Tie-wire 2 kgs. 84.00 168.00Hacksaw Blade 2 pcs. 85.00 170.00

Slab on Fill (0.10m x 12.65 Sq.m.)10mmØ x 6.00m Def. Reinforcing Steel Bars 19 pcs. 176.00 3,344.00#16 G.I. Tie-wire 1 kg. 84.00 84.00Hacksaw Blade 3 pcs. 85.00 255.00

Door/Window Lintel Beam (10.00 ln.m.)12mmØ x 6.00m Def. Reinforcing Steel Bars 4 pcs. 251.00 1,004.0010mmØ x 6.00m Def. Reinforcing Steel Bars 4 pcs. 176.00 704.00#16 G.I. Tie-wire 1 kg. 84.00 84.00Hacksaw Blade 1 pc. 85.00 85.00

RCB16mmØ x 6.00m Def. Reinforcing Steel Bars 22 pcs. 436.00 9,592.0010mmØ x 6.00m Def. Reinforcing Steel Bars 30 pcs. 176.00 5,280.00#16 G.I. Tie-wire 7 kgs. 84.00 588.00Hacksaw Blade 10 pc. 85.00 850.00

Roof Slab12mmØ x 6.00m Def. Reinforcing Steel Bars 65 pcs. 251.00 16,315.00#16 G.I. Tie-wire 6 kgs. 84.00 504.00Hacksaw Blade 10 pcs. 85.00 850.00

False Beam (10.50 ln.m.)12mmØ x 6.00m Def. Reinforcing Steel Bars 5 pcs. 251.00 1,255.0010mmØ x 6.00m Def. Reinforcing Steel Bars 8 pcs. 176.00 1,408.00#16 G.I. Tie-wire 3 kgs. 84.00 252.00Hacksaw Blade 3 pcs. 85.00 255.00

b. Labors:2 -Steelman 15 days 366.00 10,980.002 -Contractual Laborers 15 days 317.00 9,510.00

c. Equipment Rental:1 - Unit Bar Bender 15 days 300.00 4,500.00

TOTAL DIRECT COST OF REINFORCED STEEL WORKS

4. MASONRY WORKS 4.1. Laying & Plastering of CHB(Includes CHB Laying & Plastering Works)a. Materials:

Portland Cement 73 bags 278.00 20,294.00Washed Sand 3.5 cu.m. 1,050.00 3,675.00Fined Sand (For Plastering) 2 cu.m. 1,400.00 2,800.00100mm x 200mm x 400mm Hollow Block (NLB) 640 pcs. 15.00 9,600.00150mm x 200mm x 400mm Hollow Block (LB) 230 pcs. 19.00 4,370.0010mmØ x 6.00m. Def. Steel Bars 42 pcs. 176.00 7,392.00# 16 G.I. Tie Wire 3 kgs. 84.00 252.00Hacksaw Blade 12 pcs. 85.00 1,020.00

b. Labors:2 - Mason 14 days 366.00 10,248.002 - Laborer 14 days 317.00 8,876.00

4.2. Tile Works (31.80 sq.m.)a. Materials:

200mm x 200mm Ceramic Tiles (White) 618 pcs. 16.00 9,888.00 400mm x 400mm Granite Tiles (White) 55 pcs. 255.00 14,025.00 Tile Adhesive (25Kg/Bag) 6 bags 305.00 1,830.00 Tile Grout (2 Kg./Pack) 6 bags 85.00 510.00 PVC Tile Trim (White) 7 pcs. 65.00 455.00 4" Grinding Wheel 1 pc. 180.00 180.00

b. Labor:2 - Mason 7 days 366.00 5,124.00

C356

Engr. Bautista: 13.60 sq.m. of 200mm x 200mm Glazed Tiles at Toilet

C357

Engr. Bautista: 8.72 sq.m. of 400mm x 400mm Granite Tiles at Operators Room

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2 - Laborer 7 days 317.00 4,438.00

c. Equipment Rental:1 - Unit Tile Cutter 7 days 300.00 2,100.00 1 - Unit Angular Grinder 7 days 300.00 2,100.00

TOTAL DIRECT COST OF MASONRY WORKS

5. CARPENTRY WORKSa. Materials:5.1. Installation of Door Frame/Pannel Door & Window Jamb

Pre-Fabricated 0.80m x 2.10m x 50mm x 150mm Mahogany Wood Door Jamb 1 unit 2,500.00 2,500.00Pre-Fabricated 0.80m x 2.10m Mahogany Wood Panel Type Door 1 unit 4,800.00 4,800.00

w/ 50mm x 100mm Door Frame & 37.5mm Thk Door Board Pre-Fabricated 0.60m x 2.10m PVC Door w/ Door Jamb & Hinges w/ Screw 1 unit 1,900.00 1,900.00Pre-Fab. 1.165m x 1.45m x 50mm x 150mm 2 Panel Mahogany Wood Window 2 units 2,300.00 4,600.00

5.2. Cabinet & Table:1-Unit CabinetCabinet Handle (Chrome) 4 pcs. 160.00 640.00 Cabinet Concealed Hinges w/ Screw 12 pcs. 60.00 720.00 12mm.Ø x 6.00m G.I. Pipe, ASTM A53-90A Heavy Gauge Standard 1 pc. 600.00 600.00

3 pcs. - 1" x 1" x 10' Mahogany Lumber 2.5 bd.ft. 34.00 85.00 19mm Thk x 1.20m x 2.40m Plyboard 3 shts. 1,100.00 3,300.00 6mm Thk x 1.20m x 2.40m Plyboard 1 sht. 420.00 420.00 3" C.W. Nail 1 kg. 70.00 70.00 1" C.W. Finishing Nail 1 kg. 75.00 75.00

1-Unit TableDrawer Handle (Chrome) 4 pcs. 160.00 640.00

3 pcs. - 1" x 1" x 10' Mahogany Lumber 2.5 bd.ft. 34.00 85.00 19mm Thk x 1.20m x 2.40m Plyboard 3 shts. 1,100.00 3,300.00 1" C.W. Finishing Nail 1 kg. 75.00 75.00

5.3. Hardware :4" x 3" Loose Pin Hinges (Heavy Duty) w/ Screw 4 pcs. 140.00 560.002" x 2" Cabinet Hinges w/ Screw 8 pcs. 65.00 520.00Stainless Door Knob (Heavy Duty) 2 sets 950.00 1,900.00Drawer Lock (Heavy Duty) 4 sets 60.00 240.004" C. W. Nail 1 kg. 70.00 70.002-1/2" C. W. Nail 1 kg. 65.00 65.002" C. W. Nail 1 kg. 65.00 65.001" C. W. Nail 1 kg. 65.00 65.001" Finishing Nail 2 kgs. 65.00 130.00

b. Labor:1 - Carpenter 15 days 366.00 5,490.001 - Laborer 15 days 317.00 4,755.00

TOTAL DIRECT COST OF CARPENTRY WORKS

6. SCAFFOLDING & FORM WORKSa. Materials:

12mm Thk x 1.20m x 2.40m Ordinary Plywood 18 pcs. 975.00 17,550.00100 pcs. - 2" x 2" x 10' Coco Lumber 333 bd.ft. 20.00 6,660.0080 pcs. - 2" x 3" x 10' Coco Lumber 400 bd.ft. 20.00 8,000.0060 pcs. - 2" x 4" x 10' Coco Lumber 300 bd.ft. 20.00 6,000.00

4" C. W. Nail 8 kgs. 70.00 560.003" C. W. Nail 8 kgs. 70.00 560.001-1/2" C. W. Nail 4 kgs. 65.00 260.00

b. Labor:1 - Carpenter 14 days 366.00 5,124.002 - Laborer 14 days 317.00 8,876.00

TOTAL DIRECT COST OF SCAFFOLDING & FORM WORKS

7. PLUMBING WORKSa. Material:7.1. Storm Drainage Pipe

50mmØ x 3.00m PVC Pipe, Series 1000 6 pcs. 320.00 1,920.00

8 pcs. 45.00 360.00 50mmØ PVC Coupling, Series 1000 4 pcs. 90.00 360.00 PVC Solvent Cement 2 qrts. 120.00 240.00

7.2. Sanitary Pipe100mmØ x 3.00m PVC Pipe, Series 1000 4 pcs. 820.00 3,280.00

6 pcs. 85.00 510.00

4 pcs. 90.00 360.00 100mmØ x PVC Clean Out, Series 1000 2 pcs. 75.00 150.00 100mmØ PVC Sanitary Coupling, Series 1000 2 pcs. 65.00 130.00 50mmØ x 3.00m PVC Pipe, Series 1000 3 pcs. 320.00 960.00 50mmØ PVC Sanitary Coupling, Series 1000 2 pcs. 35.00 70.00

1 pc. 45.00 45.00

50mmØ x 900 PVC Bend, Series 1000

100mmØ x 450 PVC Sanitary Elbow, Series 1000


50mmØ x 900 PVC Bend, Series 1,000

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100mmØ x 100mmØ PVC Sanitary Tee, Series 1000 4 pcs. 170.00 680.00 100mmØ x 100mmØ PVC Sanitary Wye, Series 1000 2 pcs. 155.00 310.00 100mmØ x 50mmØ PVC Sanitary Tee, Series 1000 1 pc. 130.00 130.00 50mmØ x 50mmØ PVC Sanitary Tee, Series 1000 1 pc. 65.00 65.00 PVC Cement Solvents 8 qrts. 120.00 960.00

7.3. Cold Pipe12mmØ x 6.00m G.I. Pipe ASTM A53-90A Heavy Gauge Standard 3 pcs. 460.00 1,380.00

7 pcs. 15.00 105.00 12mmØ x 12mmØ G.I. Tee, ANSI B16.3 Class 150 Standard 4 pcs. 20.00 80.00 12mmØ Brass Faucet 2 pcs. 260.00 520.00 12mmØ G.I. Union Patent ANSI B16.3 Class 150 Standard 1 pc. 20.00 20.00 25mm Thread Seal Tape 5 rolls 27.00 135.00

7.4. Sanitary Fixtures:Flush Type Water Closet w/ Complete Fittings & Accs. 1 unit 4,000.00 4,000.00 Wall Mounted Type Lavatory w/ Complete Fittings & Accs. 1 unit 2,415.00 2,415.00 Ceramic Tissue Holder 1 pc. 270.00 270.00 Ceramic Soap Holder 1 pc. 160.00 160.00 12mm Shower Head 1 pc. 220.00 220.00 12mm Shower Valve 1 pc. 250.00 250.00 100mm x 100mm Stainless Double Strainer Floor Drain 2 pcs. 150.00 300.00 6mm Thk. x 0.6m x 0.6m Beveled Frameless Mirror 1 pc. 200.00 200.00

b. Labors:1 -Plumber 8 days 366.00 2,928.002 - Laborer 8 days 317.00 5,072.00

TOTAL DIRECT COST OF PLUMBING WORKS

8. GLASS WORKS (LUMP SUM) Supply & Installation of 5.5mm Thk x 13 Blades Smoke x 0.65m width Glass Jalousies

w/ Aluminum Holder 4 sets 800.00 3,200.00Supply & Installation of 5.5mm Thk x 6 Blades x 0.60m width Smoke Glass

Jalousies w/ Aluminum Holder 1 set 500.00 500.00 TOTAL DIRECT COST OF GLASS WORK

a. Materials:W-1 (1 Unit)

10mm x 10mm x 6.00m. M.S. Square Bar 1 pc. 260.00 260.0012mm x 12mm x 6.00m. M.S. Square Bar 1 pc. 311.00 311.006mm thk. x 20mm x 6.00m. M.S. Flat Bar 1 pc. 700.00 700.00Hack Saw Blade 4 pcs. 65.00 260.006011 Welding Rod 5 kgs 160.00 800.00

W-2 (2 Units)10mm x 10mm x 6.00m. M.S. Square bars 1 pc. 260.00 260.0012mm x 12mm x 6.00m. M.S. Square bars 10 pcs. 311.00 3,110.006mm thk. x 20mm x 6.00m. M.S. Flat bars 3 pcs. 700.00 2,100.00Hacksaw Blade 4 pcs. 65.00 260.006011 Welding Rod 8 kgs 160.00 1,280.00

b. Labors:1 -Welder 5 days 394.00 1,970.001 - Laborer 5 days 317.00 1,585.00

c. Equipment:1 - Unit Welding Machine w/ Cutting Outfit 5 days 2,200.00 11,000.001 Unit Angular Grinder 2 days 300.00 600.00

4" Grinding Disk 2 pcs. 180.00 360.00TOTAL DIRECT COST OF STEEL WORKS (Window Grilles)

10. WATER PROOFING WORKS (LUMP SUM)Bituminous Membrane Polyester Reinforced Water Proofing 11 sq.mtr. 1,000.00 11,000.00

TOTAL DIRECT COST OF WATER PROOFING WORKS (LUMP SUM)

11. PAINTING WORKS (120.00 Sq. M.)a. Materials:

Concrete Neutralizer 3 gals. 320.00 960.00Solvent Based Acrylic Paint Primer 5 gals. 1,050.00 5,250.00Solvent Based Acrylic Cast 4 gals. 500.00 2,000.00Solvent Based Acrylic Paint Top Coat White Gloss 10 gals. 1,050.00 10,500.00Solvent Based Acrylic Reducer 4 gals. 420.00 1,680.00Lacquer thinner 2 gals. 250.00 500.00Body Filler w/ Hardener 1 gal 620.00 620.00Sand paper#150 1 doz. 150.00 150.00Sand paper#120 1 doz. 150.00 150.00Red Tinting Color for Solvent Based Acrylic Paint 2 pints 105.00 210.00Raw Sienna Tinting Color for Solvent Based Acrylic Paint 6 pints 105.00 630.00Thalo Blue Tinting Color for Solvent Based Acrylic Paint 4 pints 105.00 420.00Lamp Black Tinting Color for Solvent Based Acrylic Paint 2 pints 105.00 210.00Red Lead Paint Primer 2 qrts. 143.00 286.00

12mmØ x 900 G.I. Elbow, ANSI B16.3 Class 150 Standard

9. STEEL WORKS (WINDOW GRILLES)

B476

Engr. Bautista: JOBORDER W/ INSTALLATION

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Quick Dry Enamel (Royal Blue) 2 qrts. 155.00 310.007" Roller Brush w/ Handle 2 sets 68.00 136.007" Paint Tray 1 pc. 30.00 30.002" Steel Brush 1 pc. 25.00 25.003" Paint Brush 1 pc. 30.00 30.002" Paint Brush 1 pc. 20.00 20.00

b. Labors:1 - Painter 13 days 366.00 4,758.001 - Laborer 13 days 317.00 4,121.00

TOTAL COST OF PAINTING WORKS

TOTAL COST OF OPERATOR'S ROOM 436,804.00

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VI. CONSTRUCTION OF (2.56 SQ.M.) GUARD HOUSE 1. EXCAVATION WORKSa. Laborers

2 - Laborers 2 days 317.00 1,268.00 TOTAL COST OF EXCAVATION WORKS

2. CONCRETE & REINFORCED STEEL WORKSa.Materials:2.1 Footing

Portland Cement 5.096 6 bags 278.00 1,668.00 Washed Sand 0.2156 0.25 cu.m. 1,050.00 262.50 Gravel (G1) 0.4312 0.5 cu.m. 945.00 472.50 150mm Boulder 0.392 1 cu.m. 945.00 945.00 16mmØ x 6.00m. Deform Reinf. Bars (Grad 3 3 pcs. 436.00 1,308.00 #16 G.I. Tie Wire 0.5 0.5 kgs. 84.00 42.00

2.2 ColumnPortland Cement 2.9484 3 bags 278.00 834.00 Washed Sand 0.12474 0.125 cu.m. 1,050.00 131.00 Gravel (G1) 0.24948 0.25 cu.m. 945.00 236.00 16mmØ x 6.00m. Deform Reinf. Bars (Grad 8 14 pcs. 436.00 6,104.00 10mmØ x 6.00m. Deform Reinf. Bars (Grad 9 9 pcs. 176.00 1,584.00 #16 G.I. Tie Wire 1 1 kg. 84.00 84.00

2.3 Wall FootingPortland Cement 2.7144 3 bags 278.00 834.00 Washed Sand 0.11484 0.125 cu.m. 1,050.00 131.00 Gravel (G1) 0.22968 0.25 cu.m. 945.00 236.00 12mmØ x 6.00m. Deform Reinf. Bars (Grad 3 3 pcs. 251.00 753.00 10mmØ x 6.00m. Deform Reinf. Bars (Grad 2 2 pcs. 176.00 352.00 #16 G.I. Tie Wire 0.5 0.5 kg. 84.00 42.00

2.4. SlabPortland Cement 2.1866 3 bags 278.00 834.00 Washed Sand 0.09251 0.125 cu.m. 1,050.00 131.00 Gravel (G1) 0.18502 0.25 cu.m. 1,098.00 275.00 10mmØ x 6.00m. Deform Reinf. Bars (Grad 4 4 pcs. 176.00 704.00 #16 G.I. Tie Wire 0.5 0.5 kg. 84.00 42.00

2.5. Floor Lintel BeamPortland Cement 1.8096 2 bags 278.00 556.00 Washed Sand 0.07656 0.125 cu.m. 1,050.00 131.00 Gravel (G1) 0.15312 0.25 cu.m. 945.00 236.00 12mmØ x 6.00m. Deform Reinf. Bars (Grad 4 4 pcs. 251.00 1,004.00 10mmØ x 6.00m. Deform Reinf. Bars (Grad 3 3 pcs. 176.00 528.00 #16 G.I. Tie Wire 1 1 kg. 84.00 84.00

2.6. Door/Floor Lintel BeamPortland Cement 1.456 3 bags 278.00 834.00 Washed Sand 0.0616 0.125 cu.m. 1,050.00 131.00 Gravel (G1) 0.1232 0.25 cu.m. 945.00 236.00 12mmØ x 6.00m. Deform Reinf. Bars (Grad 3 3 pcs. 251.00 753.00 10mmØ x 6.00m. Deform Reinf. Bars (Grad 2 2 pcs. 176.00 352.00 #16 G.I. Tie Wire 1 1 kg. 84.00 84.00

2.7. Concrete WingsPortland Cement 4.004416 4 bags 278.00 1,112.00 Washed Sand 0.1694176 0.25 cu.m. 1,050.00 262.50 Gravel (G1) 0.3388352 0.5 cu.m. 945.00 472.50 12mmØ x 6.00m. Deform Reinf. Bars (Grad 2 2 pcs. 251.00 502.00 10mmØ x 6.00m. Deform Reinf. Bars (Grad 20 20 pcs. 176.00 3,520.00 #16 G.I. Tie Wire 1 1 kg. 84.00 84.00

2.8. Roof BeamPortland Cement 2.015 3 bags 278.00 834.00 Washed Sand 0.08525 0.125 cu.m. 1,050.00 131.00 Gravel (G1) 0.1705 0.25 cu.m. 945.00 236.00 16mmØ x 6.00m. Deform Reinf. Bars (Grad 6 5 pcs. 436.00 2,180.00 10mmØ x 6.00m. Deform Reinf. Bars (Grad 5 5 pcs. 176.00 880.00 #16 G.I. Tie Wire 1.5 1.5 kg. 84.00 126.00

2.9. Roof SlabPortland Cement 2.34 3 bags 278.00 834.00 Washed Sand 0.099 0.125 cu.m. 1,050.00 131.00 Gravel (G1) 0.198 0.25 cu.m. 945.00 236.00 Concrete Admix 2.34 3 packs 36.00 108.00 Concrete Water Proofing Compound 2.34 3 packs 42.00 126.00 12mmØ x 6.00m. Deform Reinf. Bars (Grad 9 9 pcs. 251.00 2,259.00 #16 G.I. Tie Wire 1.44857142857143 2 kgs. 84.00 168.00

B1145

User:150 cu.m. ground tank (hid in this cell)

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b. Labor:1 - Mason 10 days 366.00 3,660.00 1 - Steel Man 10 days 366.00 3,660.00 2 - Contractual Laborers 10 days 317.00 6,340.00

c. Equipment/Fuel:1 - Unit Bagger Mixer 4 days 1,500.00 6,000.00 1 - Unit Concrete Vibrator 4 days 1,000.00 4,000.00 1 - Unit Water Pump 2 days 800.00 1,600.00

Premium Gasoline 48 ltrs. 60.00 2,880.00 TOTAL COST OF CONCRETE & REINFORCED STEEL WORKS

3. MASONRY WORKS1. CHB LAYING & PLASTERING WORKSa.Materials:

100mm x 200mm x 400mm CHB (NLB) 350 pcs. 15.00 5,250.00 150mm x 200mm x 400mm CHB (LB) 36 pcs. 19.00 684.00 Portland Cement 28 bags 278.00 7,784.00 Washed Sand 2 cu.m. 1,050.00 2,100.00 Fine Sand (For Plastering) 1 cu.m. 1,523.00 1,523.00 10mm dia x 6.00m Deform Bar (Grade 33) 22 pcs. 176.00 3,872.00 #16 G.I. Tie Wire 1 kg. 84.00 84.00

b.Labor:1 - Mason 8 days 366.00 2,928.00 2 - Contractual Laborers 8 days 317.00 5,072.00

TOTAL COST OF MASONRY WORKS

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4. CARPENTRY WORKSa. Materials:4.1. Installation of Door, Door Jambs & Window Jambs:Pre-Fabricated 0.70m x 2.10m x 50mm x 150mm Mahogany Wood Door Jamb 1 unit 2,625.00 2,625.00 Pre-Fabricated 0.70m x 2.10m Mahogany Wood Panel Type Door 1 unit 5,145.00 5,145.00

50mm x 100mm Door Frame & 37.5mm Thk Door BoardPre-Fab. 0.60m x 1.165m x 50mm x 150mm 1 Pannel Mahogany Wood Window J 1 unit 2,415.00 2,415.00

4.2. Fabrication of Cabinet6mm Thk x 1.20m x 2.40m Plywood 1 sht. 420.00 420.00 20mm Thk x 1.20m x 2.40m Plyboard 4 shts. 1,276.00 5,104.00

3 - pcs. 1" x 1" x 10' Mahogany Lumber 3 bd.ft. 63.00 189.00

4.2.Forms & Scaffolding Works80 - pcs. 2" x 4" x 10' Coco Lumber 533 bd.ft. 21.00 11,193.00 60 - pcs. 2" x 3" x 10' Coco Lumber 300 bd.ft. 21.00 6,300.00 40 - pcs. 2" x 2" x 10' Coco Lumber 133 bd.ft. 21.00 2,793.00

4.5. Hardware 4" x 3" Loose Pin Hinges w/ Screw 4 pcs. 227.00 908.00 2" x 2" Cabinet Hinges w/ Screw 6 pcs. 18.00 108.00 Stainless Door Knob (Heavy Duty) 1 set 893.00 893.00 Drawer Lock (Heavy Duty) 3 sets 189.00 567.00 Drawer Handle (Chrome Plated) 3 pcs. 38.00 114.00 4" C.W. Nail 8 kgs. 67.00 536.00 3" C.W. Nail 6 kgs. 67.00 402.00 2-1/2" C.W. Nail 4 kgs. 70.00 280.00 2" C.W. Nail 2 kgs. 70.00 140.00 1" C.W. Nail 1 kg. 77.00 77.00 2" Finishing Nail 1 kg. 63.00 63.00

b.Labor:1 - Carpenter 15 days 366.00 5,490.00 2 - Contractual Laborers 15 days 317.00 9,510.00

TOTAL DIRECT COST OF CARPENTRY WORK

5. GLASS WORKS (LUMP SUM)Supply & Installation of 5.5 mm Thk x 13 Blades x 0.60m width Smoke Glass Jalou 2 sets 1,400.00 2,800.00

w/ Aluminum HolderTOTAL DIRECT COST OF GLASS WORK (LUMP SUM)

a. Materials:10mm x 10mm x 6.00m. Square bars 1 pc. 294.00 294.00 12mm x 12mm x 6.00m. Square bars 3 pcs. 353.00 1,059.00 6mm thk. x 20mm x 6.00m. Flat bars 2 pcs. 158.00 316.00 Hack Saw Blade 4 pcs. 85.00 340.00 6011 Welding Rod 4 kgs 84.00 336.00

b. Labors:1 -Welder 2 days 366.00 732.00 2 -Contractual Laborers 2 days 317.00 1,268.00

c. Equipment/Fuel:1 - Unit Welding Machine 1 day 2,200.00 2,200.00 1 - Unit Disk Grinder 1 day 400.00 400.00

4" Grinding Wheel 1 pc. 180.00 180.00 TOTAL DIRECT COST OF STEEL WORKS (Window Grilles)

7. PLUMBING WORKSa. Materials:

50mmØ x 3.00m. PVC Sanitary Pipe Series 1000 8 pcs. 483.00 3,864.00

16 pcs. 47.00 752.00 50mmØ PVC Coupling, Series 1000 8 pcs. 16.00 128.00 PVC Solvent Cement 2 qrt. 474.00 948.00 100mm x 100mmStainless Floor Drain 4 pcs. 207.00 828.00

b. Labors:1 - Plumber 3 days 366.00 1,098.00 2 - Contractual Laborers 3 days 317.00 1,902.00


8. WATERPROOFING WORKS (LUMP SUM)Bituminous Membrane Polyester Reinforced Waterproofing 2.6 sq.mtr. 1,000.00 2,600.00

TOTAL DIRECT COST OF WATERPROOFING WORKS (LUMP SUM)

9. PAINTING WORKSa. Materials:

Concrete neutralizer 1 gal. 488.00 488.00 Solvent Based Acrylic Paint Primer 2 gals. 860.00 1,720.00 Solvent Based Acrylic Cast 2 gals. 504.00 1,008.00 Solvent Based Acrylic Paint Top Coat White Gloss 4 gals. 1,041.00 4,164.00

6. STEEL WORKS (WINDOW GRILLES)


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Solvent Based Acrylic Paint Reducer 1.5 1 gal. 449.00 449.00 Lacquer Thinner 1.5 1 gal. 480.00 480.00 Body Filler w/ Hardener 1 gal. 582.00 582.00 Sand paper#150 1 doz. 284.00 284.00 Sand paper#120 1 doz. 254.00 254.00 Red Tinting Color for Solvent Based Acrylic Paint 1 pint 108.00 108.00 Raw Sienna Tinting Color for Solvent Based Acrylic Paint 1 pint 124.00 124.00 Thalo Blue Tinting Color for Solvent Based Acrylic Paint 1 pint 112.00 112.00 Lamp Black Tinting Color for Solvent Based Acrylic Paint 1 pint 103.00 103.00 7" Roller Brush Tray 1 pc. 106.00 106.00 7" Roller Brush w/ Handle 1 set 60.00 60.00 2" Steel Brush 1 pc. 54.00 54.00 3" Paint Brush 1 pc. 89.00 89.00 2" Paint Brush 1 pc. 54.00 54.00

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b. Labors:1 - Painter 6 days 366.00 2,196.00 1 - Contractual Laborers 6 days 317.00 1,902.00


TOTAL COST OF CONSTRUCTION OF GUARD HOUSE 187,495.00

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10. CONSTRUCTION OF SEPTIC VAULT (6.50 CU.M.)10.1. CONCRETE & REINFORCED STEEL WORKSa.Materials:

2.1.1. Bottom SlabPortland Cement 5 bags 278.00 1,390.00 Washed Sand 0.5 cu.m. 1,050.00 525.00 Gravel (G1) 0.5 cu.m. 945.00 473.00 Water Proofing Compound (900g) 5 packs 42.00 210.00

2.1.2. Top SlabPortland Cement 5 bags 278.00 1,390.00 Washed Sand 0.5 cu.m. 1,050.00 525.00 Gravel (G1) 0.5 cu.m. 945.00 473.00 12mmØ x 6.00m. Def. Reinf. Steel Bars (Grade 33) 13 pcs. 251.00 3,263.00 #16 G.I. Tie Wire 2 kgs. 84.00 168.00

b.Labors:1 - Mason 3 days 366.00 1,098.00 2 - Contractual Laborer 3 days 317.00 1,902.00

TOTAL COST OF CONCRETE & REINFORCED STEEL WORKS

10.2. MASONRY WORKSa.Materials:

100mm x 200mm x 400mm CHB (NLB) 275 pcs. 15.00 4,125.00 Portland Cement 16 bags 278.00 4,448.00 Washed Sand 1 cu.m. 1,050.00 1,050.00 Fine Sand (For Plastering) 0.5 cu.m. 1,523.00 762.00 Water Proofing Compound (900g) 10 packs 42.00 420.00 Hydraulic Cement 1 gal. 1,300.00 1,300.00 12mmØ x 6.00m. Def. Reinf. Steel Bars (Grade 33) 14 pcs. 251.00 3,514.00 #16 G.I. Tie Wire 2 kgs. 84.00 168.00

b.Labors:1 - Mason 9 days 366.00 3,294.00 1 - Contractual Laborer 9 days 317.00 2,853.00


10.3. CARPENTRY WORKSa.Materials:Forms & Scaffolding

12mm Thk x 1.20m x 2.4m Ordinary Plywood 5 shts. 861.00 4,305.00 40 - pcs. 2" x 2" x 10' Coco Lumber 133 bd.ft. 21.00 2,793.00 40 - pcs. 2" x 3" x 10' Coco Lumber 200 bd.ft. 21.00 4,200.00

4" C.W. Nail 4 kgs. 67.00 268.00 3" C.W. Nail 3 kgs. 67.00 201.00 1-1/2"" C.W. Nail 1 kg. 75.00 75.00

b.Labor:1 - Carpenter 5 days 366.00 1,830.00 2 - Contractual Laborers 5 days 317.00 3,170.00

TOTAL COST OF CARPENTRY WORKS

TOTAL COST OF CONSTRUCTION OF SEPTIC VAULT 50,193.00

VII. CONSTRUCTION OF 75 LN. MTR. PERIMETER FENCE

1. EXCAVATION/BACKFILLING WORKSa. Labor:

2 - Skilled Workers 7 days 366.00 5,124.00 8 - Laborers 7 days 317.00 17,752.00

TOTAL DIRECT COST OF EXCAVATION WORKS

2. REINFORCED STEEL WORKSa. Materials:

F1 (6.0 Units)16mmØ x 6.00m Def. Reinf. Steel Bars (Grade 33) 12 pcs. 436.00 5,232.00 #16 G.I. Tie-wire 2 kgs. 84.00 168.00 Hacksaw Blade 3 pcs. 85.00 255.00

F2 (21.0 Units)16mmØ x 6.00m Def. Reinf. Steel Bars (Grade 33) 36 pcs. 436.00 15,696.00 #16 G.I. Tie-wire 4 kgs. 84.00 336.00 Hacksaw Blade 9 pcs. 85.00 765.00

C1 (6.0 Units)16mmØ x 6.00m Def. Reinf. Steel Bars (Grade 33) 20 pcs. 436.00 8,720.00 10mmØ x 6.00m Def. Reinf. Steel Bars (Grade 33) 28 pcs. 176.00 4,928.00 #16 G.I. Tie-wire 2 kgs. 84.00 168.00 Hacksaw Blade 3 pcs. 85.00 255.00

C2 (21.0 Units)

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16mmØ x 6.00m Def. Reinf. Steel Bars (Grade 33) 65 pcs. 436.00 28,340.00 10mmØ x 6.00m Def. Reinf. Steel Bars (Grade 33) 95 pcs. 176.00 16,720.00 #16 G.I. Tie-wire 17 kgs. 84.00 1,428.00 Hacksaw Blade 22 pcs. 85.00 1,870.00

WF1 (72.80 Ln. M.)12mmØ x 6.00m Def. Reinf. Steel Bars (Grade 33) 26 pcs. 251.00 6,526.00 10mmØ x 6.00m Def. Reinf. Steel Bars (Grade 33) 29 pcs. 176.00 5,104.00 #16 G.I. Tie-wire 6 kgs. 84.00 504.00 Hacksaw Blade 8 pcs. 85.00 680.00

FLOOR LINTEL BEAM (72.80 Ln. M.)12mmØ x 6.00m Def. Reinf. Steel Bars (Grade 33) 52 pcs. 251.00 13,052.00 10mmØ x 6.00m Def. Reinf. Steel Bars (Grade 33) 32 pcs. 176.00 5,632.00 #16 G.I. Tie-wire 11 kgs. 84.00 924.00 Hacksaw Blade 18 pcs. 85.00 1,530.00

b. Labor:2 -Steel Man 31 days 366.00 22,692.00 2 - Laborers 31 days 317.00 19,654.00

c. Equipment:1 - Unit Bar Bender 20 days 800.00 16,000.00

TOTAL DIRECT COST OF REBAR WORKS

3. CONCRETING WORKS (18.00 CU. M.)a. Materials:

F1 (6.0 Units)Portland Cement 17 bags 278.00 4,726.00 Washed Sand 1 cu.m. 1,050.00 1,050.00 Gravel (G1) 1.5 cu.m. 945.00 1,418.00 150mmØ Boulder 2 cu.m. 945.00 1,890.00

F2 (21.0 Units)Portland Cement 38 bags 278.00 10,564.00 Washed Sand 2 cu.m. 1,050.00 2,100.00 Gravel (G1) 3 cu.m. 945.00 2,835.00 150mmØ Boulder 4 cu.m. 945.00 3,780.00

C1 (6.0 Units)Portland Cement 19 bags 278.00 5,282.00 Washed Sand 1 cu.m. 1,050.00 1,050.00 Gravel (G1) 1.5 cu.m. 945.00 1,418.00

C2 (21.0 Units)Portland Cement 45 bags 278.00 12,510.00 Washed Sand 2.25 cu.m. 1,050.00 2,363.00 Gravel (G1) 3.375 cu.m. 945.00 3,189.00

WF1 (72.80 Ln. M.)Portland Cement 31 bags 278.00 8,618.00 Washed Sand 1.5 cu.m. 1,050.00 1,575.00 Gravel (G1) 2.25 cu.m. 945.00 2,126.00

FLOOR LINTEL BEAM (72.80 Ln. M.)Portland Cement 20 bags 278.00 5,560.00 Washed Sand 1 cu.m. 1,050.00 1,050.00 Gravel (G1) 1.5 cu.m. 945.00 1,418.00

b. Labor:1 - Masons 12 days 366.00 4,392.00 6 - Laborers 12 days 317.00 22,824.00

c. Equiment/Fuel:1 - Unit One Bagger Mixer (w/ Fuel) 12 days 1,500.00 18,000.00 1 - Concrete Vibrator (w/ Fuel) 12 days 800.00 9,600.00

TOTAL DIRECT COST OF CONCRETE WORKS

4. SCAFFOLDING WORKSa. Materials:100 pcs. - 2" x 2" x 10' Coco Lumber 333 bd.ft. 21.00 6,993.00 80 pcs. - 2" x 3" x 10' Coco Lumber 400 bd.ft. 21.00 8,400.00 60 pcs. - 2" x 4" x 10' Coco Lumber 400 bd.ft. 21.00 8,400.00

12mm thk x 1.20m x 2.40m Ordinary Plywood 20 shts. 861.00 17,220.00 1-1/2" C.W. Nail 6 kgs. 75.00 450.00 3" C.W. Nail 8 kgs. 67.00 536.00 4" C.W. Nail 8 kgs. 67.00 536.00

b. Labor:2 - Carpenter 11 days 366.00 8,052.00 2 - Laborers 11 days 317.00 6,974.00

TOTAL DIRECT COST OF SCAFFOLDING WORKS

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5. MASONRY WORKS (134.00 SQ. M.)a. Materials:

Portland Cement 162 bags 278.00 45,036.00 Washed Sand 7 cu.m. 1,050.00 7,350.00 Fine sand (for plastering) 4 cu.m. 1,523.00 6,092.00 100mm thk Concrete Hollow Blocks (NLB) 1150 pcs. 15.00 17,250.00 150mm thk Concrete Hollow Blocks (LB) 512 pcs. 19.00 9,728.00 10mmØ x 6.00m Def. Reinf. Steel Bars (Grade 33) 76 pcs. 176.00 13,376.00 #16 G.I. Tie-wire 3 kgs. 84.00 252.00 Hacksaw Blade 8 pcs. 85.00 680.00

b. Labor:2 - Masons 26 days 366.00 19,032.00 2 - Laborers 26 days 317.00 16,484.00

TOTAL DIRECT COST OF MASONRY WORKS

6. STEEL WORKSa. Materials:50mmØ x 6.0m G.I. Pipe. Sch. 40 (ASTM 53 Standard) 16 pcs. 3,031.00 48,496.00 6mm thk x 38mm x 6.00m M.S. Flat Bar 10 pcs. 483.00 4,830.00 12mm x 12mm x 6.00m M.S. Square Bar 92 pcs. 353.00 32,476.00 #4 x 50mm Mesh x 1.20m x 2.40m B.I. Steel Matting 24 pcs. 1,336.00 32,064.00 6011 Welding Rod 10 kgs. 151.00 1,510.00 Hacksaw Blade 25 pcs. 85.00 2,125.00

b. Labor:2 -Welder 32 days 366.00 23,424.00 2 - Laborers 32 days 317.00 20,288.00

c. Equipment Rental:1 - Unit Welding Machine 23 days 2,200.00 50,600.00 1 - Unit Disk Grinder 23 days 400.00 9,200.00

4" Grinder Wheel 4 Pcs. 180.00 720.00 TOTAL DIRECT COST OF STEEL WORKS

7. PAINTING WORKSa. Materials:

Concrete Neutralizer 4 gals. 488.00 1,952.00 Solvent Based Acrylic Paint Primer 2 gals. 860.00 1,720.00 Solvent Based Acrylic Paint Top Coat (White Gloss) 20 gals. 1,041.00 20,820.00 Solvent Based Acrylic Reducer 6 gals. 449.00 2,694.00 Red Lead Metal Primer 4 gals. 447.00 1,788.00 Quick Dry Enamel Blue 4 gals. 636.00 2,544.00 Paint Thinner 2 gals. 300.00 600.00 Red Tinting Color for Solvent Based Acrylic Paint 2 pints 108.00 216.00 Raw Sienna Tinting Color for Solvent Based Acrylic Paint 10 pints 124.00 1,240.00 Thalo Blue Tinting Color for Solvent Based Acrylic Paint 4 pints 112.00 448.00 Lamp Black Tinting Color for Solvent Based Acrylic Paint 4 pints 103.00 412.00 #120 Sand Paper 2 doz. 254.00 508.00 #150 Sand Paper 2 doz. 284.00 568.00 Paint Roller w/ Tray 2 sets 106.00 212.00 1" Paint Brush 2 pcs. 37.00 74.00 2" Paint Brush 2 pcs. 54.00 108.00 4" Paint Brush 3 pcs. 121.00 363.00 2" Steel Brush 3 pcs. 54.00 162.00

b Labor:2 - Painters 12 days 317.00 7,608.00 2 - Laborers 12 days 317.00 7,608.00

TOTAL DIRECT COST OF PAINTING WORKS

8. FABRICATION AND INSTALLATION OF PANAFLEX a. Materials:

Panaflex Signage w/ Aluminum Framing, Lighting and Accessories 1 Set 13,650.00 13,650.00 12mm. x 150mm. Stainless Anchor Bolt w/ Nuts & Washers∅ 8 pcs. 84.00 672.00 6mm Thk x 200mm x 200mm Fabricated Base Plate w/ 4-16mm Bolt Hole∅ 2 pcs. 1,050.00 2,100.00 75mm x 6.00m G.I. Pipe, Sch.40 (ASTM 53 - Standard)∅ 1 pc. 6,229.00 6,229.00 10mm. x 25mm. Stainless Bolt w/ Nuts & Washers∅ 12 pcs. 37.00 444.00

b. Labor:1 - Welder 3 days 394.00 1,182.00 1 - Carpenter 3 days 366.00 1,098.00 4 - Contractual Laborer 3 days 317.00 3,804.00

TOTAL DIRECT COST OF PANAFLEX

TOTAL COST OF PERIMETER FENCE 828,791.00

VIII. PIPE LAYING WORKS (PIPE LAYING OF 125 LINEAR METER - 100MMØ DISTRIBUTION LINE & 125 LINEAR METER-100MMØ SUPPLY LINE) 1. PIPELINES & APPURTENANCES/PARTIAL BACKFILLINGa. Materials:

100mmØ x 6.00m PVC Class 150, B/S w/ R.R. 44 pcs. 2,482.00 109,208.00

C1811

User: 93.00 Sq. M.

C1812

User: 41.00 Sq. M

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100mm Ø x 11.25⁰ PVC Bend, Class 150, B/S, w/ R.R. 8 pcs. 600.00 4,800.00 100mm Ø x 22.50⁰ PVC Bend, Class 150, B/S, w/ R.R. 2 pcs. 772.00 1,544.00 100mm Ø x 45⁰ PVC Bend, Class 150, B/S, w/ R.R. 4 pcs. 550.00 2,200.00 100mm Ø Sleeve Type C.I. Flexible Coupling (Std.) 1 pc. 1,200.00 1,200.00 Plain Margarine 3 kgs. 74.00 222.00

b. Labor:1 - Pipe Fitter 12 days 394.00 4,728.00

10 - Contractual Laborer 12 days 317.00 38,040.00 TOTAL DIRECT COST OF PIPELINES & APPURTENANCES/PARTIAL BACKFILLING

2. FITTINGS INSTALLATION & INTERCONNECTION WORKSa. Materials :

100mmØ x 6.00m PVC Class 150, B/S w/ R.R. 1 pc. 2,482.00 2,482.00 100mmØ x 6.00m G.I. Pipe, Sch. 40 (ASTM 53 - Standard) 1 pc. 9,650.00 9,650.00

3 pcs. 645.00 1,935.00 100mmØ C.I. Body Gate Valve, (NRS), M/M 2 pcs. 9,574.00 19,148.00 150mmØ C.I. Body Gate Valve, (NRS), M/M 1 pc. 18,028.00 18,028.00 150mmØ x 100mmØ C.I. Tee, M/M 2 pcs. 6,331.00 12,662.00 150mmØ C.I. Telescopic Valve Steel Cover 3 pcs. 998.00 2,994.00 150mmØ x 6.00m PVC Class 150, B/S w/ R.R. 1 pc. 4,610.00 4,610.00 100mm Ø x 11.25⁰ PVC Bend, Class 150, B/S, w/ R.R. 2 pcs. 601.00 1,202.00 100mm Ø x 45⁰ PVC Bend, Class 150, B/S, w/ R.R. 3 pcs. 550.00 1,650.00 100mm Ø x 90⁰ PVC Bend, Class 150, B/S, w/ R.R. 3 pcs. 5,275.00 15,825.00 100mm Ø C.I. Sleeve Type Flexible Coupling, Std. (For PVC) 3 pcs. 2,052.00 6,156.00 100mm Ø C.I. Sleeve Type Flexible Coupling, Spl. (PVC-GI) 2 pcs. 3,740.00 7,480.00 150mm Ø C.I. Sleeve Type Flexible Coupling, Std. (For PVC) 2 pcs. 3,274.00 6,548.00

Thrust Block:Portland Cement 5 bags 278.00 1,390.00 Washed Sand 0.25 cu.m. 1,050.00 263.00 Gravel (G1) 0.25 cu.m. 945.00 236.00

b. Labor :4 - Contractual Laborers 4 days 317.00 5,072.00 1 -Welder 2 days 394.00 788.00

1 -Senior PipeFitter 4 days 350.00 1,400.00

c. Equipment Rental/Fuel:

1 - Unit Water Pump 4 days 800.00 3,200.00

Premium Gasoline 24 ltrs 60.00 1,440.00 TOTAL COST OF FITTINGS INSTALLATION & INTERCONNECTION WORKS

3. CONCRETE CUTTING DEMOLITION WORKS (L= 12.0M)a. Labor:

2 -Contractual Laborer 2 days 317.00 634.00

b. Equipment/Fuel:1 - Unit Concrete Cutting Machine 2 days 2,000.00 4,000.00 1 2 days 8,000.00 16,000.00

Premium Gasoline 24 ltrs. 60.00 1,440.00 TOTAL COST OF CONCRETE CUTTING & DEMOLITION WORKS

4. HYDROTESTING & DISINFECTION WORKSa. Materials:

Chlorine 0.216 0.25 kg. 399.00 100.00 Potable Water 1.35 3 cu.m. 57.00 171.00 100mmØ x 19mmØ C.I. Saddle Clamp w/ Stainless Nuts & Washer 2 pcs. 363.00 726.00 100mmØ C.I. Mechanical End Cap 2 pcs. 1,380.00 2,760.00 19mmØ Brass Corporation Cock (ISO) 2 pcs. 518.00 1,036.00 19mmØ G.I. Plug 2 pcs. 13.00 26.00

b. Labor:2 -Contractual Laborer 2 days 317.00 1,268.00 1 - Pipe Fitter 2 days 341.00 682.00

c. EquipmentRental/Fuel:1 - Unit Hydro Machine 2 days 500.00 1,000.00

Premium Gasoline 6 ltrs. 60.00 360.00 TOTAL COST OF HYDROTESTING & DISINFECTION WORKS

5. FINAL BACKFILLING & RESTORATION WORKS 5.1 FINAL BACKFILLINGa. Materials:

Washed Sand 26 cu.m. 1,050.00 27,300.00

b. Equipment Rental/Fuel1 - Unit Plate Compactor Machine 6 days 2,000.00 12,000.00

Premium Gasoline 24 ltrs 60.00 1,440.00

c. Labor:

100mmØ x 900 G.I. Elbow, Sch. 40

- Unit Jackhammer w/ Compressor (included Operator)

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1 - Skilled Worker 2 day 366.00 732.00 2 - Contractual Laborers 2 day 317.00 1,268.00

4.2. RESTORATION (12.00 Ln.M x 0.40 M x 0.20 M)a. Materials:

Portland Cement 10 bags 278.00 2,780.00 Washed Sand 0.5 cu.m. 1,050.00 525.00 Gravel (G1) 1 cu.m. 945.00 945.00

b. Labor:1 - Skilled Worker 1 day 366.00 366.00 2 - Contractual Laborers 1 day 317.00 634.00

TOTAL COST OF FINAL BACKFILLING & RESTORATION WORKS

TOTAL COST OF PIPE LAYING WORKS 364,294.00

IX. CONSTRUCTION OF 250MM Ø RCCP DRAINAGE SYSTEM(L=125.0 Ln. Mtr.) 1. CATCH BASIN/MANHOLE1.1. EXCAVATION WORKSb. Labor:

1 - Skilled Worker 2 days 366.00 732.00 4 - Contractual Laborers 2 days 317.00 2,536.00

TOTAL COST OF EXCAVATION WORKS

1.2. CONCRETE & REINFORCED STEEL WORKSPortland Cement 22.1825 28 bags 278.00 7,784.00 Washed Sand 1.0274 1.5 cu.m. 1,050.00 1,575.00 Gravel (G1) 2.1798 3 cu.m. 945.00 2,835.00

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10mmØ x 6.00m Def. Reinf. Steel Bars (Grade 33) 26 pcs. 176.00 4,576.00 #16 G.I. Tie Wire 2 kgs. 84.00 168.00

b. Labor:1 - Mason 6 days 366.00 2,196.00 2 - Contractual Laborers 6 days 317.00 3,804.00

TOTAL COST OF CONCRETE & REINFORCED STEEL WORKS

1.3. MASONRY WORKS100mm x 200mm x 400mm CHB (NLB) 330 pcs. 15.00 4,950.00 Portland Cement Type (1P) 14 bags 278.00 3,892.00 Washed Sand 2 cu.m. 1,050.00 2,100.00 Fine Sand (For Plastering) 1 cu.m. 1,523.00 1,523.00



2. 250mmØ RCCP LAYING WORKS250mmØ x 1.0m RCCP 125 pcs. 840.00 105,000.00 Portland Cement 5 bags 278.00 1,390.00 Washed Sand 0.5 cu.m. 1,050.00 525.00


TOTAL COST OF 250mmØ RCCP LAYING WORKS

TOTAL COST OF CONSTRUCTION OF 250MM Ø RCCP DRAINAGE SYSTEM 191,214.00

X. CONSTRUCTION OF CONCRETE DRIVE WAY a. Materials:

Portland Cement 118 bags 278.00 32,804.00 Washed Sand 5.25 cu.m. 1,050.00 5,512.50 Gravel (G1) 10.5 cu.m. 945.00 9,922.50 Item 201 20 cu.m. 578.00 11,560.00 Item 200 20 cu.m. 473.00 9,460.00

8 pcs. - 1" x 6" x 8' Coco Lumber 32 bd.ft. 21.00 672.00 40 pcs. - 2" x 2" x 8' Coco Lumber 107 bd.ft. 21.00 2,247.00

4" C.W. Nail 4 kgs. 67.00 268.00 3" C.W. Nail 3 kgs. 67.00 201.00

b. Labor:2 - Skilled Workers 11 days 366.00 8,052.00 6 - Laborers 11 days 317.00 20,922.00

c. Equipment Rental/Fuel:1 - Concrete Bagger Mixer 11 days 1,500.00 16,500.00

TOTAL COST OF CONSTRUCTION OF CONCRETE CATWALK/DRIVE WAY

XI. LANDSCAPING WORKS a. Materials:

Garden Soil 20 cu.m. 1,100.00 22,000.00 Carabao Grass 202 sq.m. 300.00 60,600.00

b. Labor:2 - Skilled Workers 15 days 366.00 10,980.00 4 - Laborers 15 days 317.00 19,020.00

c. Equipment Rental:1 - Unit Compact Hand Roller 10 days 7,200.00 72,000.00

TOTAL COST OF LANDSCAPING WORKS 184,600.00

XII. ELECTRICAL WORKS

A. THREE PHASE A.C. POWER DISTRIBUTION LINE 1. MOBILIZATION OF EQUIPMENTS, ACCESSORIES AND STAFF 1 lot 5,000.00 5,000.00

TO PROJECT SITE

2. ELECTRICAL PERMIT PROCESSING/SECURING ALL PERMITS 1 lot 10,000.00 10,000.00 NECESSARY FOR THE COMPLETION OF WORKS

3. CLEARING / PREPARATION OF RIGHT OF WAY 1 lot 5,000.00 5,000.00

4. FINAL STAKING, BOREHOLING AND SUPPLY & INSTALLATION OF POLE:a. Materials:

35 Footer Round Centrifugal Prestressed Concrete Pole or Galvanized Steel PoleMinimum Break Load : 500 Kgs.Top Diameter : 140 mm

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Butt Diameter : 268 mm 3 units 19,635.00 58,905.00

b. Labor:2 Skilled Workers 3 days 394.00 2,364.00 4 Contractual Laborers 3 days 317.00 3,804.00

c. Equipment Rental/Fuel/Oil & Lubricants:1 Unit - Boomtruck (w/ Fuel & Operator) 3 days 10,000.00 30,000.00

5. SUPPLY AND INSTALLATION OF POLE DRESSING, GUY WIRE/ANCHOR, GROUNDING AND ACCESSORIES:a. Materials:

Distribution Fuse-Cut-Out / Lightning Arrester Combination 200A/15KVwith fuse link 3 sets 10,450.00 31,350.00 Three phase Cross-arm construction Accessories "C7" 3 assy. 14,318.00 42,954.00 Three phase Cross-arm construction Accessories "C4-1" 1 assy. 13,107.00 13,107.00 Ground wire construction 4 assy. 1,098.00 4,392.00 Guy / Anchor construction 4 assy. 3,585.00 14,340.00


6. SUPPLY, STRINGING AND LAY-OUTING OF APPROX. 125 L.M. THREE PHASE LINE:a. Materials:

Conductor, ACSR # 2/0 375 mtrs. 58.00 21,750.00 Conductor, ACSR # 1/0 125 mtrs. 47.00 5,875.00


7. SUPPLY, TESTING AND INSTALLATION OF FUSE CUT-OUTS / LIGHTING ARRESTER COMBINED, TRANSFORMERS AND ACCESSORIES:

a. Materials:Distribution Fuse-Cut-Out / Lightning Arrester Combination 100A/15KV

with fuse link 3 sets 8,855.00 26,565.00 Clamp, Hot Line 3 pcs. 506.00 1,518.00 Hanger, Transformer Cluster MT 3 units 3,163.00 9,489.00 Brand New 15 KVA, Disttribution Transformer, Single phaseoil-immersed, self-cooled, double bushing Polemounted-type with the following specifications:Primary Voltage : 7620 / 13200 V Secondary Voltage : 240/480 V Frequency, Hz. : 60Hz% Impedance : 2.0Losses at No Load : must not exceed 59 WattsLosses at Full Load (Copper Loasses) must not exceed 289 Watts

Tolerance : +/- 10%Average Sound Level : must not exceed 51 DecibelsPolarity : AdditiveInsulation Resistance : 2 MΩ 3 units 87,340.00 262,020.00

b. Labor:2 - Skilled Workers 2 days 394.00 1,576.00 4 - Contractual Laborers 2 days 317.00 2,536.00

c. Equipment Rental/Fuel/Oil & Lubricants:1 Unit - Boomtruck 1 day 10,000.00 10,000.00

8. SUPPLY AND INSTALLATION OF KWH METER, SERVICE ENTRANCE AND ACCESSORIES:a. Materials:

Kilowatthour Meter-(Digital), 240 volts, 3 phase w/ current transformer,metering/CT box, rectangular base 1 unit 86,625.00 86,625.00 32mmØ RSC Entrance Cap 1 pc. 55.00 55.00 32mmØ x 3.00m Rigid Steel Conduit 2 pcs. 875.00 1,750.00 32mmØ RSC Locknut 2 pcs. 7.00 14.00 Secondary rack, 3 wire w/ spool 1 set 788.00 788.00

15 mtrs. 187.00 2,805.00

b. Labor:2 - Skilled Workers 1 day 394.00 788.00 4 - Contractual Laborers 1 day 317.00 1,268.00

9. ENERGIZATION, TESTING AND COMMISSIONING: 1 lot 15,000.00 15,000.00

10. DEMOBILIZATION: 1 lot 5,000.00 5,000.00 Total Direct Cost for Three Phase AC Power Distribution Line

B. THREE PHASE AND SINGLE PHASE SECONDARY LINEa. Materials

Molded Case Circuit Breaker, 100 Amps; 3 P ; 240 V ; 10 KAICTrip type : Thermal Magnetic ; Industrial type; Bolt-on typewith Metal Enclosure 1 assy. 8,033.00 8,033.00

22.0mm2 THHN Stranded Wires

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50 Amperes Main Circuit Breaker, Three Phase Main, 230 volts enclosed in Powder Coated Finished Panel Board with 8 Single Phase Branches of: 3 sets - 15 Amps. Branch 3 sets - 20 Amps. Branch 1 sets - 40 Amps. Branch 1 set - Spare 1 unit 11,154.00 11,154.00

60 mtrs. 187.00 11,220.00

15 mtrs. 86.00 1,290.00

75 mtrs. 66.00 4,950.00

6 rolls 5,660.00 33,960.00

3 rolls 3,938.00 11,814.00 Perimeter post lamp with cage, globe type, (250mmx250mm) 7 sets 1,998.00 13,986.00 6W High Power LED Bulb, 230 Volts, Cool Daylight, 6300K Color Temp 23 pcs. 1,365.00 31,395.00 Emergency lamp 1 pc. 1,260.00 1,260.00 Ceiling Socket with screw (Plastic) 4 pcs. 42.00 168.00 Duplex Convenience Outlet w/ plate (flush type) 3 pcs. 116.00 348.00 Convenience Outlet for Welding Machine 1 pc. 546.00 546.00 Duplex Convenience Outlet w/ plate - weatherproof (flush type) 1 pc. 512.00 512.00 Combination Switch and Convenience outlet w/ plate (flush type) 1 pc. 247.00 247.00 Toggle Switch 2-Gang w/ plate (flush type) 3 pcs. 112.00 336.00 Toggle Switch 3-Gang w/ plate (flush type) 2 pcs. 155.00 310.00 20mmØ(1/2") PVC Flexible Electrical Conduit 1 roll 1,176.00 1,176.00 20mmØ(1/2") x 3.00m PVC Electrical Conduit 90 pcs. 107.00 9,630.00 20mmØ(1/2") x 90° PVC Electrical Conduit Elbow Long Sweep 16 pcs. 26.00 416.00 20mmØ(1/2") PVC Electrical Coupling Connectors 41 pcs. 4.00 164.00 20mmØ(1/2") PVC Male Adaptor 16 pcs. 8.00 128.00 20mmØ(1/2") Lock Nut (zinc coated) 5 pcs. 5.00 25.00 3 Wire Secondary Rack w/ Spool Insulator 2 pcs. 255.00 510.00 25mmØ(3/4") x 3.00m PVC Electrical Conduit 4 pcs. 164.00 656.00 25mmØ(3/4") x 90° PVC Electrical Conduit Elbow Long Sweep 2 pcs. 24.00 48.00 25mmØ(3/4") PVC Male Adaptor 4 pcs. 10.00 40.00 25mmØ(3/4") Lock Nut (zinc coated) 4 pcs. 5.00 20.00 32mmØ(1") x 3.00m RSC Electrical Pipe 12 pcs. 590.00 7,080.00 32mmØ(1") x 90° RSC Electrical Conduit Elbow Long Sweep 11 pcs. 68.00 748.00 32mmØ(1") RSC Electrical Coupling Connectors 5 pcs. 27.00 135.00 32mmØ(1") RSC Male Adaptor 5 pcs. 11.00 55.00 32mmØ(1") Lock Nut (zinc coated) 6 pcs. 7.00 42.00 32mmØ(1") RSC Conduit Straight Connector 6 pcs. 27.00 162.00 32mmØ G.I. Flexible Conduit, Corrugated Pipe 2 pcs. 116.00 232.00 32mmØ Entance Cap 4 pcs. 55.00 220.00 2" x 4" x 2" PVC Utility Box ( H.D.) 12 pcs. 26.00 312.00 4" x 4" PVC Junction Box ( H.D.) w/ Cover 26 pcs. 32.00 832.00 #16 G.I. Tie Wire 3 kgs. 84.00 252.00 2" Paint Brush 2 pcs. 54.00 108.00 Acrylic Thinner 2 qrts. 224.00 448.00 Acrylic Gray Paint (Top Coat) 1 gal. 1,041.00 1,041.00 Ga. 18; 40" x 10" x 8" Fabricated Pull Box (Painted Gray) 1 pc. 2,940.00 2,940.00 Ga. 18; 4" x 8" x 8" Pull Box 1 pc. 315.00 315.00 PVC Solvent Cement 2 qrts. 474.00 948.00 1/4" Camridge / Mica Tube 4 mtrs. 11.00 44.00 3/4" Polytype Electrical Tape 3 pcs. 31.00 93.00 3/4" Rubber Tape 2 pcs. 147.00 294.00

b. Labor2 Skilled Workers 10 days 394.00 7,880.00 2 Contractual Laborers 10 days 317.00 6,340.00

Total Direct Cost for Three Phase & Single Phase Secondary Line

TOTAL COST FOR ELECTRICAL WORKS 870,005.00

22.0mm2 THHN Stranded Wire





of 104

S U M M A R Y

A. NON ENGINEERING BASIC COSTI. PERMIT FEE 28,600.00 II. CONSTRUCTION SAFETY & HEALTH PROGRAM 17,960.00 III. TESTING OF MATERIALS 20,000.00 IV. CONSTRUCTION OF TEMFACIL 29,972.00 V. SUPERVISION 110,040.00

B. ENGINEERING BASIC COSTI. MOBILIZATION 20,000.00 II. CLEARING & DEMOLITION WORKS 30,176.00 III. HAULING OF MATERIALS 43,472.00 IV. FINAL STAKING/LAY-OUTING & CLEARING 5,209.00 V. CONSTRUCTION OF (12.40 SQ. MTR.) OPERATOR'S ROOM

1. EXCAVATION WORKS (3.98 Cu.M.) 1,268.00 2. CONCRETE WORKS (8.50 Cu M.) 52,787.00 3. REINFORCED STEEL WORKS (1,093.10 KGS.) 81,175.00 4. MASONRY WORKS 109,177.00 5. CARPENTRY WORKS 37,670.00 6. SCAFFOLDING & FORM WORKS 53,590.00 7. PLUMBING WORKS 28,585.00 8. GLASS WORKS (LUMP SUM) 3,700.00 9. STEEL WORKS (WINDOW GRILLES) 24,856.00 10. WATER PROOFING WORKS (LUMP SUM) 11,000.00 11. PAINTING WORKS (120.00 Sq. M.) 32,996.00

VI. CONSTRUCTION OF (2.56 SQ.M.) GUARD HOUSE1. EXCAVATION WORKS 1,268.00 2. CONCRETE & REINFORCED STEEL WORKS 65,276.00 3. MASONRY WORKS 29,297.00 4. CARPENTRY WORKS 55,272.00 5. GLASS WORKS (LUMP SUM) 2,800.00 6. STEEL WORKS (WINDOW GRILLES) 7,125.00 7. PLUMBING WORKS 9,520.00 8. WATERPROOFING WORKS (LUMP SUM) 2,600.00 9. PAINTING WORKS 14,337.00 10. CONSTRUCTION OF SEPTIC VAULT (6.50 CU.M.) 50,193.00

VII. CONSTRUCTION OF 75 LN. MTR. PERIMETER FENCE1. EXCAVATION/BACKFILLING WORKS 22,876.00 2. REINFORCED STEEL WORKS 177,179.00 3. CONCRETING WORKS (18.00 CU. M.) 129,338.00 4. SCAFFOLDING WORKS 57,561.00 5. MASONRY WORKS (134.00 SQ. M.) 135,280.00 6. STEEL WORKS 225,733.00 7. PAINTING WORKS 51,645.00 8. FABRICATION AND INSTALLATION OF PANAFLEX 29,179.00

VIII. PIPE LAYING WORKS (PIPE LAYING OF 125 LINEAR METER - 100MMØ DISTRIBUTION LI 364,294.00 IX. CONSTRUCTION OF 250MM Ø RCCP DRAINAGE SYSTEM(L=125.0 Ln. Mtr.) 191,214.00 X. CONSTRUCTION OF CONCRETE DRIVE WAY 118,121.00 XI. LANDSCAPING WORKS 184,600.00 XII. ELECTRICAL WORKS 870,005.00

SUB-TOTAL 3,546,677.00 OVERHEAD EXPENSES 177,334.00 PRICE & PHYSICAL CONTINGENCIES 141,867.00 MISCELLANEOUS 35,467.00 CONTRACTOR'S PROFIT 354,668.00 VALUE ADDED TAX (12%) 510,722.00 TOTAL PROJECT COST 4,766,735.00


EDITO M. BAUTISTA, JR. MARIE CLAIRE C. BONGO MARLI P. ACOSTA-DE FIESTA

Senior Engineer A (C.E.) Principal Engineer C Officer-In-Charge

Planning & Development Section Planning & Design Division

MARK BENDICT C. REYESJO- Senior Engineer A (M.E.)

ARIANN D. GODINEZJO- Senior Engineer A (E.E.)

Approved by: Recommending Project Implementation: Approved for Project Implementation:

of 104

EFREN C. SALVACION ARNULFO A. ALFONSO LEONARDO REY D. VASQUEZ

Officer-In-Charge Department Manager C General Manager AEngineering Department Maintenance Department

of 104



VIII. PIPE LAYING WORKS (PIPE LAYING OF 125 LINEAR METER - 100MMØ DISTRIBUTION LINE & 125 LINEAR METER-100MMØ SUPPLY LINE)

of 104

Total Cost

28,600.00 28,600.00

2,504.00

10,456.00

5,000.00 17,960.00

20,000.00 20,000.00

21,972.00

8,000.00 29,972.00

110,040.00 110,040.00

20,000.00

of 104

20,000.00

10,144.00

20,032.00 30,176.00

of 104

5,072.00

38,400.00 43,472.00

3,843.00

1,366.00 5,209.00

1,268.00 1,268.00

2,403.00

3,180.00

2,126.00

1,848.00

4,806.00

1,333.00

4,806.00

9,334.00

1,611.00

11,340.00

of 104

10,000.00 52,787.00

1,998.00

of 104

5,678.00

1,971.00

3,829.00

3,683.00

1,877.00

16,310.00

17,669.00

3,170.00

20,490.00

4,500.00 81,175.00

49,403.00

19,124.00

26,888.00

of 104

9,562.00

4,200.00 109,177.00

13,800.00

10,010.00

3,615.00

10,245.00 37,670.00

39,590.00

14,000.00 53,590.00

2,880.00

of 104

7,650.00

2,240.00

7,815.00

8,000.00 28,585.00

3,700.00 3,700.00

2,331.00

7,010.00

3,555.00

11,960.00 24,856.00

11,000.00 11,000.00

of 104

24,117.00

8,879.00 32,996.00

436,804.00

of 104

1,268.00 1,268.00

4,698.00

8,973.00

2,348.00

1,986.00

2,539.00

2,390.00

5,953.00

4,387.00

3,862.00

of 104

13,660.00

14,480.00 65,276.00

21,297.00

8,000.00 29,297.00

of 104

10,185.00

5,713.00

20,286.00

4,088.00

15,000.00 55,272.00

2,800.00

2,800.00

2,345.00

2,000.00

2,780.00 7,125.00

6,520.00

3,000.00 9,520.00

2,600.00 2,600.00

of 104

10,239.00

of 104

4,098.00 14,337.00

of 104

2,598.00

5,819.00

3,000.00 11,417.00

15,787.00

6,147.00 21,934.00

11,842.00

5,000.00 16,842.00

22,876.00 22,876.00

5,655.00

16,797.00

14,071.00

of 104

48,358.00

12,814.00

21,138.00

42,346.00

16,000.00 177,179.00

9,084.00

19,279.00

7,750.00

18,062.00

12,319.00

8,028.00

27,216.00

27,600.00 129,338.00

42,535.00

15,026.00 57,561.00

of 104

99,764.00

35,516.00 135,280.00

121,501.00

43,712.00

60,520.00 225,733.00

36,429.00

15,216.00 51,645.00

23,095.00

6,084.00 29,179.00

VIII. PIPE LAYING WORKS (PIPE LAYING OF 125 LINEAR METER - 100MMØ DISTRIBUTION LINE & 125 LINEAR METER-100MMØ SUPPLY LINE)

of 104

119,174.00

42,768.00 161,942.00

110,370.00

1,889.00

7,260.00

4,640.00 124,159.00

634.00

21,440.00 22,074.00

4,819.00

1,950.00

1,360.00 8,129.00

27,300.00

13,440.00

of 104

2,000.00

4,250.00

1,000.00 47,990.00

3,268.00 3,268.00

of 104

16,938.00

6,000.00 22,938.00

12,465.00

5,000.00 17,465.00

106,915.00

40,628.00 147,543.00

72,647.00

28,974.00

16,500.00 118,121.00

82,600.00

30,000.00

72,000.00

5,000.00

10,000.00

5,000.00

of 104

58,905.00

6,168.00

30,000.00

106,143.00

12,336.00

27,625.00

6,168.00

299,592.00

4,112.00

10,000.00

92,037.00

2,056.00

15,000.00

5,000.00 695,142.00

of 104

160,643.00

14,220.00 174,863.00

of 104

S U M M A R Y

MARLI P. ACOSTA-DE FIESTA

of 104

LEONARDO REY D. VASQUEZ

General Manager A



G A N T T C H A R T PROJECT : PROP. CONSTRUCTION OF ZONE 4 BOOSTER STATION (PHASE 1) Location : ZSCMST Compound, Rio Hondo, Zamboanga City

Project Cost : Php 4,766,735.00 Project Duration : TWO HUNDRED TEN (210) CALENDAR DAYS

Particulars Amounts CALENDAR DAYS

Php 15.00 Php 30.00 Php 45.00 Php 60.00

A. NON ENGINEERING BASIC COST I. PERMIT FEE 28,600.00 ### II. CONSTRUCTION SAFETY & HEALTH PROGRAM 17,960.00 ### III. TESTING OF MATERIALS 20,000.00 ### IV. CONSTRUCTION OF TEMFACIL 29,972.00 ### V. SUPERVISION 110,040.00 ####################################################################################################################################################################################

B. ENGINEERING BASIC COST I. MOBILIZATION 20,000.00 ###

II. CLEARING & DEMOLITION WORKS 30,176.00 ###

III. HAULING OF MATERIALS 43,472.00 ###

IV. FINAL STAKING/LAY-OUTING & CLEARING 5,209.00 ###

V. CONSTRUCTION OF (12.40 SQ. MTR.) OPERATOR'S ROOM

1. EXCAVATION WORKS (3.98 Cu.M.) 1,268.00

2. CONCRETE WORKS (8.50 Cu M.) 52,787.00

3. REINFORCED STEEL WORKS (1,093.10 KGS.) 81,175.00

4. MASONRY WORKS 109,177.00

5. CARPENTRY WORKS 37,670.00

6. SCAFFOLDING & FORM WORKS 53,590.00

7. PLUMBING WORKS Err:509

8. GLASS WORKS (LUMP SUM) 3,700.00

VI. CONSTRUCTION OF 80 CU.M. CAPACITY REINFORCED CONCRETE OVERHE

1. EXCAVATION WORKS 0.00 0

2. SCAFFOLDING & FORM WORKS plus 4 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

3. FOUNDATION WORKS Php 1.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

4. CONCRETE WORKS Php 5.00 3,700.00 #############################################################################################

5. REINFORCED STEEL WORKS Php 5.00 3,700.00 ########################################################################################################################

6. MASONRY WORKS Php 3.00 0.00

7. STEEL WORKS Php 1.00 0.00 #####################

8. PIPES, FITTINGS & APPURTENANCES WORKS 0.00

9. DISINFECTION & LEAKAGE TEST 0.00

10. PAINTING WORKS Php 3.00 0.00

VII. CONSTRUCTION OF 150 CU.M. CAPACITY REINFORCED CONCRETE SUMP

1. EXCAVATION WORKS 0.00

2. SCAFFOLDING & FORM WORKS Php 4.00 0.00

3. CONCRETE WORKS Php 4.00 2,331.00

4. REINFORCED STEEL WORKS Php 4.00 0.00

5. MASONRY WORKS Php 3.00 0.00

6. STEEL WORKS Php 2.00 0.00

7. DRAINAGE INTERCONNECTION WORKS 0.00

8. DISINFECTION & LEAKAGE TEST Php 1.00 0.00

9. PAINTING WORKS Php 1.00 0.00

VI. CONSTRUCTION OF (2.56 SQ.M.) GUARD HOUSE

1. EXCAVATION WORKS 1,268.00

2. CONCRETE & REINFORCED STEEL WORKS Php 1.00 65,276.00

3. MASONRY WORKS Php 1.00 29,297.00

4. CARPENTRY WORKS Php 1.00 55,272.00

5. GLASS WORKS (LUMP SUM) 2,800.00

6. STEEL WORKS (WINDOW GRILLES) 7,125.00

7. PLUMBING WORKS 9,520.00

8. WATERPROOFING WORKS (LUMP SUM) 2,600.00

9. PAINTING WORKS 14,337.00

IX. CONSTRUCTION OF (2.73 SQ. MTR.) CHLORINE ROOM

1. CONCRETE & REINFORCED STEEL WORKS 0.00

2. MASONRY WORKS 0.00

3. CARPENTRY WORKS 0.00

4. PAINTING WORKS 0.00

5. WATER PROOFING WORKS (LUMP SUM) 0.00

X. CONSTRUCTION OF (8.66 SQ. MTR.) MOTOR PUMP ROOM

1. CONCRETE & REINFORCED STEEL WORKS 0.00

2. MASONRY WORKS 0.00

3. CARPENTRY WORKS 0.00

4. PLUMBING WORKS 0.00

5. GLASS WORKS (LUMP SUM) 0.00

6. STEEL WORKS (WINDOW GRILLES) 0.00

7. WATER PROOFING WORKS (LUMP SUM) 0.00

8. PAINTING WORKS 0.00

###

### Err:509

10. CONSTRUCTION OF SEPTIC VAULT (6.50 CU.M.) 50,193.00

VII. CONSTRUCTION OF 75 LN. MTR. PERIMETER FENCE

1. EXCAVATION/BACKFILLING WORKS 22,876.00

2. REINFORCED STEEL WORKS 177,179.00

3. CONCRETING WORKS (18.00 CU. M.) 129,338.00

4. SCAFFOLDING WORKS 57,561.00

5. MASONRY WORKS (134.00 SQ. M.) 135,280.00

6. STEEL WORKS 225,733.00

7. PAINTING WORKS 51,645.00

8. FABRICATION AND INSTALLATION OF PANAFLEX 29,179.00

VIII. PIPE LAYING WORKS (PIPE LAYING OF 125 LINEAR METER - 100MMØ DI 364,294.00

IX. CONSTRUCTION OF 250MM Ø RCCP DRAINAGE SYSTEM(L=125.0 Ln. Mtr.) 191,214.00

X. CONSTRUCTION OF CONCRETE DRIVE WAY 118,121.00

XI. LANDSCAPING WORKS 184,600.00

XII. ELECTRICAL WORKS 870,005.00

XVIII. MECHANICAL WORKS 0.00

SUB-TOTAL Err:509 ### ### ### ### OVERHEAD EXPENSES Err:509 ### ### ### ### PRICE & PHYSICAL CONTINGENCIES Err:509 ### ### ### ### MISCELLANEOUS Err:509

CONTRACTOR'S PROFIT Err:509

VALUE ADDED TAX (12%) Err:509

TOTAL PROJECT COST Err:509

CASH OUTLAY REQUIREMENT 273,788.26 12,570.72 14,559.84 13,316.64 TARGETED COMPLETION THIS PERIOD Err:509 Err:509 Err:509 Err:509 COMMULATIVE COMPLETION TO DATE Err:509 Err:509 Err:509 Err:509


EDITO M. BAUTISTA, JR. MARIE CLAIRE C. BONGO MARLI P. ACOSTA - DE FIESTA

J.O. - Senior Engineer A (C.E.) Officer-In-Charge Officer-In-Charge Planning & Development Section Planning & Development Section Planning & Design Division



CALENDAR DAYS

Php 75.00 Php 90.00 Php 105.00 Php 120.00 Php 135.00 Php 150.00 Php 165.00 Php 180.00 Php 195.00 Php 210.00

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0

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### ### ### ### ### ### ### ### ### ###### ### ### ### ### ### ### ### ### ###### ### ### ### ### ### ### ### ### ###

11,132.16 11,536.11 12,184.29 92,705.84 Err:509 Err:509 Err:509 Err:509 710,644.58 419,194.95Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Approved by: Recommending Approval for Project Implementation: Approved for Project Implementation:

CARLOS L. PEREZ, SR. ALEJO S. ROJAS, JR. LEONARDO REY D. VASQUEZ

Officer-In-Charge Assistant General Manager for Operations Group General Manager Engineering Department

Structure Qty. Unit 1. Raft Foundation

724 pcs.

Php 3.43

25mmØ x 7.50m. Deform bars

Remarks:

No Cutting

Item Description Qty. Unit Unit Cost Sub-Total

I. EXCAVATION WORKS VOLUME: Php 2.35

a. Laborers

### - Laborers 1.18 days 317.00 745.27

II. CONCRETE & REINFORCED STEEL WORKS a.Materials:

1. Footing

Portland Cement 5.10 Php 6.00 bags Php 230.00 Php 1,380.00 Sand 0.22 Php 0.25 cu.m. Php 900.00 Php 225.00 Gravel 0.43 Php 0.50 cu.m. Php 900.00 Php 450.00 Boulder 0.39 Php 0.50 cu.m. Php 850.00 Php 425.00 16mm dia x 6.0m DB 3.00 Php 3.00 pcs. Php 450.00 Php 1,350.00 #16 G.I. Tie Wire 0.50 Php 0.50 kgs. Php 60.00 Php 30.00

2. Column Portland Cement 2.95 Php 3.00 bags Php 230.00 Php 690.00 Sand 0.12 Php 0.13 cu.m. Php 900.00 Php 112.50 Gravel 0.25 Php 0.25 cu.m. Php 900.00 Php 225.00 16mm dia x 7.50m DB Php 8.00 Php 8.00 pcs. Php 950.00 Php 7,600.00 10mm dia x 6.00m DB Php 9.00 Php 9.00 pcs. Php 165.00 Php 1,485.00 #16 G.I. Tie Wire Php 1.00 Php 1.00 kg. Php 60.00 Php 60.00

3. WallFooting

Portland Cement 2.71 Php 3.00 bags Php 230.00 Php 690.00 Sand 0.11 Php 0.13 cu.m. Php 900.00 Php 112.50 Gravel 0.23 Php 0.25 cu.m. Php 900.00 Php 225.00 12mm dia x 7.50m DB Php 3.00 Php 3.00 pcs. Php 950.00 Php 2,850.00 10mm dia x 6.00m DB Php 2.00 Php 2.00 pcs. Php 165.00 Php 330.00 #16 G.I. Tie Wire Php 0.50 Php 0.50 kg. Php 60.00 Php 30.00

4. Slab

Portland Cement 2.19 Php 3.00 bags Php 230.00 Php 690.00 Sand 0.09 Php 0.22 cu.m. Php 900.00 Php 193.50 Gravel 0.19 Php 0.25 cu.m. Php 900.00 Php 225.00 10mm dia x 6.00m DB Php 4.00 Php 4.00 pcs. Php 165.00 Php 660.00 #16 G.I. Tie Wire Php 0.50 Php 0.50 kg. Php 60.00 Php 30.00

5. Floor Lintel Beam

Portland Cement 1.81 Php 2.00 bags Php 230.00 Php 460.00 Sand 0.08 Php 0.13 cu.m. Php 900.00 Php 112.50 Gravel 0.15 Php 0.25 cu.m. Php 900.00 Php 225.00 12mm dia x 7.50m DB 4.00 Php 4.00 pcs. Php - 10mm dia x 6.00m DB Php 3.00 Php 3.00 pcs. Php 165.00 Php 495.00 #16 G.I. Tie Wire Php 1.00 Php 1.00 kg. Php 60.00 Php 60.00

6. Concrete Wings

Portland Cement 4.00 Php 4.00 bags Php 230.00 Php 920.00 Sand 0.17 Php 0.25 cu.m. Php 900.00 Php 225.00 Gravel 0.34 Php 0.50 cu.m. Php 900.00 Php 450.00 12mm dia x 7.50m DB 2.00 Php 2.00 pcs. Php - 10mm dia x 6.00m DB Php20.00 Php 20.00 pcs. Php 165.00 Php 3,300.00 #16 G.I. Tie Wire Php 1.00 Php 1.00 kg. Php 60.00 Php 60.00

7. Roof Beam

Portland Cement 2.02 Php 3.00 bags Php 230.00 Php 690.00

Sand 0.09 Php 0.13 cu.m. Php 900.00 Php 112.50 Gravel 0.17 Php 0.25 cu.m. Php 900.00 Php 225.00 16mm dia x 7.50m DB 6.00 Php 6.00 pcs. Php 950.00 Php 5,700.00 10mm dia x 6.00m DB Php 5.00 Php 5.00 pcs. Php 165.00 Php 825.00 #16 G.I. Tie Wire Php 1.50 Php 1.50 kg. Php 60.00 Php 90.00

7. Roof Slab

Portland Cement 2.34 Php 3.00 bags Php 230.00 Php 690.00 Sand 0.10 Php 0.13 cu.m. Php 900.00 Php 112.50 Gravel 0.20 Php 0.25 cu.m. Php 900.00 Php 225.00 Concrete Admix 2.34 Php 3.00 packs Php 30.00 Php 90.00 Concrete Water Proofing Compo 2.34 Php 3.00 packs Php 35.00 Php 105.00 10mm dia x 6.00m DB 2.34 Php 3.00 pcs. Php 165.00 Php 495.00 #16 G.I. Tie Wire Php 1.00 Php 1.00 kg. Php 60.00 Php 60.00

b.Labor:

### - Mason Php 8.00 days Php 366.00 Php 2,928.00 ### - Steel Man Php 8.00 days ### - Contractual Laborers Php 8.00 days Php 317.00 Php 10,144.00

III. MASONRY WORKS tiles? 1. CHB LAYING & PLASTERING WORKS a.Materials:

100mm x 200mm x 400mm CHB Php 350.00 pcs. Php 15.00 Php 5,250.00 150mm x 200mm x 400mm CHB Php 36.00 pcs. Php 18.00 Php 648.00 Portland Cement Php 28.00 bags Php 230.00 Php 6,440.00 Sand Php 1.50 cu.m. Php 900.00 Php 1,350.00 Fine Sand (For Plastering) Php 0.50 cu.m. Php 1,300.00 Php 650.00 10mm dia x 6.00m DB Php 22.00 pcs. Php 165.00 Php 3,630.00 #16 G.I. Tie Wire kgs. Php 60.00 Php -

b.Labor:

### - Mason Php 10.00 day Php 366.00 Php 7,320.00 ### - Contractual Laborers Php 10.00 day Php 317.00 Php 6,340.00

IV. CARPENTRY WORKS a. Materials:

4.1. Door Jambs:

### - pcs. -2" x 6" x 10' Mahogany Wood 20 bd.ft. 58.00 1,160.00

4.2. Door Frames :

### - pcs. -2" x 4" x 10' Mahogany Wood 13 bd.ft. 30.00 400.00

19mmThk. x 1.20m. x 2.40m. Plyboard 3 shts. 1,239.00 3,717.00

4.3. Window Jambs(W1, W2):

### pcs. -2" x 6" x 10' Mahogany Wood 50 bd.ft. 58.00 2,900.00

4.4. Cabinet

6mm Thk x 1.20m x 2.40m Plywood 1 shts. 400.00 400.00

20mm Thk x 1.20m x 2.40m Plyboard 4.00 shts. 600.00 2,400.00

### - pcs. 1" x 1" x 10' Lauan Lumber Php 2.50 bd.ft. 40.00 100.00

4.5. Hardware

Loose Pin Hinges (Stanley) - 4" x 3" 4 pcs. 140.00 560.00

Cabinet Hinges - 2" x 2" 6 pcs. 60.00 360.00

Heavy Duty Door Knob 1 set 680.00 680.00

Drawer Lock (Yale) 3 sets 56.00 168.00

Drawer Handle 3 pcs. 30.00 90.00

Common Wire Nail 4" 8 kgs. 50.00 400.00


Common Wire Nail 2-1/2" 4 kgs. 51.00 204.00



b.Labor:

### - Carpenter Php 10.00 days Php 366.00 Php 3,660.00 ### - Contractual Laborers Php 10.00 days Php 317.00 Php 6,340.00

V. GLASS WORKS 12 Blades Smoke Glass Jalousies 2 sets 1,200.00 2,400.00

TOTAL DIRECT COST OF GLASS WORK

a. Materials:

10mm x 6.00m. Square bars 1 pcs. 180.00 180.00

12mm x 6.00m. Square bars 3 pcs. -

6mm thk. x 20mm x 6.00m. Flat bars 2 pcs. -

Hack Saw Blade 4 pcs. 65.00 260.00

6011 Welding Rod 4 kgs 145.00 580.00

b. Labors:

### -Welder 4 days 366.00 1,464.00

### -Contractual Laborers 4 days 317.00 2,536.00

TOTAL DIRECT COST OF STEEL WORKS (Window Grilles)

VII. PLUMBING WORKS

a. Materials:

PVC Sanitary Pipe 50mmØ x 3.00m. Series 6 lghts. 306.00 1,836.00

- pc. 86.00 -

4 lghts. 29.00 116.00

PVC Solvent Cement 2 qrt. 334.00 668.00

Stainless Floor Drain 4" x 4" 4 pcs. 68.00 272.00

b. Labors:

### - Plumber 1 days 366.00 366.00

### - Contractual Laborers 1 days 317.00 634.00


VII. PAINTING WORKS

a. Materials:

Concrete neutralizer 1 gal. 485.00 485.00

Liquid tile primer 2 gals. 655.00 1,310.00

Liquid tile cast 2 gals. 434.00 868.00

Liquid tile top coat white gloss 4 gals. 829.00 3,316.00

Liquid tile reducer 2 gals. 369.00 554.00

Lacquer thinner 2 gals. 426.00 639.00

Easytite 1 qrts. 567.00 567.00

Sand paper#150 1 doz. 126.00 126.00

Sand paper#120 1 doz. 126.00 126.00

Liquid tile tinting color Raw Sienna 2 pint. 103.00 206.00

Liquid tile tinting color Burnt Umber 2 pint. 103.00 206.00

Liquid tile tinting color Toluodine Red 2 pint. 103.00 206.00

Liquid tile tinting color Lamp Black 2 pint. 103.00 206.00

Roller Brush Tray 1 pc. 30.00 30.00

Roller Brush 7" w/ Handle 1 set 68.00 68.00

VI. STEEL WORKS (WINDOW GRILLES)

PVC Sanitary Elbow 90o x 100mmØ Series 1000

PVC Sanitary Elbow 90o x 50mmØ Series 1000

Steel Brush 1 pc. 19.00 19.00

Paint Brush 3" 1 pc. 40.00 40.00

Paint Brush 2" 2 pcs. 20.00 40.00

b. Labors:

### - Painter 5 days 317.00 1,585.00

### - Contractual Laborers 5 days 317.00 6,340.00


Total Cost

745.27

Php 3,860.00

Php 10,172.50

Php 4,237.50

Php 1,798.50

Php 1,352.50

Php 4,955.00

Php 7,642.50

Php 1,777.50

Php 13,072.00

1,160.00

4,117.00

2,900.00

2,988.00

10,000.00

2,400.00

2,400.00

1,020.00

4,000.00

5,020.00

1,000.00

1,000.00

9,012.00

7,925.00

16,937.00

Water Stop 900/Can 10Lbs. Or 4 Litrs/can

plyboard not marine plywoood Check number of jelousie Check for tinting color

Concrete Pad, Plastered surface or not?

Where to Include Water Proofing Compound? Ask Master Primo Felix

1:10 Sand

Ask sir ton about boulder on foundation

beam at chlorine room & Ope room not yet included

Where to Include Water Proofing Compound? Ask Master Primo Felix

Length Part of Structure 94pcs 1.05m Column Ties of Sump Tank (4 Column)

340pcs .6m overhead tank column

Soil Bearing Test from Soil Bearing Test Conducted at Fisheries 50KPa

Part of Structu Volume Weight (KN) ### Column Php 38.12 ###### Braces ### Tie-Beam ### Floor Beam ### Wall ### Footing & Soil

###



Project : PROP. ZONE 4 BOOSTER STATION AT ZSCMST COMPD., RIO HONDO (PILE DRIVE TEST FOR OVERHEAD TANK FOUNDATION)

Location : ZSCMST Compound, Rio Hondo, Zamboanga City Scope of Work :

A. NON-ENGINEERING BASIC COST I. PERMIT FEE II. PUBLIC SAFETY/SIGNAGES

B. ENGINEERING BASIC COST I. MOBILIZATION II. CLEARING & LAYOUTING OF FOUNDATION III. PREPARATION OF CRANE WAY IV. EXCAVATION WORKS V. PILE DRIVE TEST VI. PREPARATION & DELIVERY OF PILE TEST REPORT VII. DEMOBILIZATION

Cost of Project : 450,121.33

A. NON-ENGINEERING BASIC COST I. PERMIT FEE

1. ECC Requirement 1.1. Processing Fee 4,000.00 4,000.00 1.2. Support Fund 9,600.00 9,600.00 13,600.00

TOTAL COST OF PERMIT FEE 13,600.00

II. PUBLIC SAFETY/SIGNAGES 1. Signages a. Materials:

### - Unit of 4' x 8' Tarpaulin (Project Signage) 1 unit 1,200.00 1,200.00 ### - pcs. 2" x 2" x 10' Coco Lumber 7 bd.ft. 20.00 133.33 ### - pcs. 2" x 3" x 10' Coco Lumber 10 bd.ft. 20.00 200.00

3" C.W. Nail 0.5 kg. 60.00 30.00 4" C.W. Nail 0.5 kg. 60.00 30.00 1,593.33

b. Labor: ### - Skilled Worker 1 day 366.00 366.00 ### - Laborer 1 day 317.00 634.00 1,000.00 TOTAL COST OF HEALTH & SAFETY 2,593.33

III. CONSTRUCTION OF TEMFACIL a. Material:

### - pcs. 2" x 6" x 10' Coco Lumber 100 bd.ft. 20.00 2,000.00 ### - pcs. 2" x 4" x 10' Coco Lumber 133 bd.ft. 20.00 2,666.67 ### - pcs. 2" x 3" x 10' Coco Lumber 100 bd.ft. 20.00 2,000.00 ### - pcs. 2" x " x 10' Coco Lumber 67 bd.ft. 20.00 1,333.33

12mm Thk x 1.20m x 2.40m Ordinary Plywood 6 shts. 700.00 4,200.00 4" C.W. Nail 4 kgs. 60.00 240.00 3" C.W. Nail 3 kgs. 60.00 180.00 1-1/" C.W. Nail 2 kgs. 60.00 120.00 20ft. x 30ft. Tarpaulin 2 units 2,500.00 5,000.00 17,740.00

b. Labor: ### - Skilled Worker 3 days 366.00 2,196.00 ### - Laborer 3 days 317.00 3,804.00 6,000.00 TOTAL COST OF CONSTRUCTION OF TEMFACIL 23,740.00

IV. SUPERVISION/MONITORING a. Manpower:

### - Engineering Assistant 25 days 524.00 13,100.00 13,100.00 TOTAL COST OF SUPERVISION 13,100.00

TOTAL INDIRECT COST 53,033.33

B. ENGINEERING BASIC COST I. MOBILIZATION ### lot 10,000.00 10,000.00 10,000.00

10,000.00 II. CLEARING & LAYOUTING OF FOUNDATION

a. Materials: ### - pcs. 2" x 2" x 8' Coco Lumber ### bd.ft. 20.00 5,340.00

### - pcs. 2" x 3" x 8' Coco Lumber ### bd.ft. 20.00 8,000.00 3" C.W. Nail ### kgs. 60.00 120.00 4" C. W. Nail ### kgs. 60.00 120.00 Nylon #100 ### roll 150.00 150.00 13,730.00

b. Equipment: ### - Power Saw ### days 2,000.00 12,000.00 12,000.00

c. Labor: ### - Skilled Worker ### days 366.00 4,392.00 ### - Contructual Laborer ### days 317.00 19,020.00 23,412.00 TOTAL COST OF CLEARING & LAYOUTING OF FOUNDATION 49,142.00

III. PREPARATION OF CRANE WAY a. Equipment:

### - Power Saw ### days 2,000.00 12,000.00 12,000.00

b. Labor: ### - Skilled Worker ### days 366.00 4,392.00 ### - Contructual Laborer ### days 317.00 19,020.00 23,412.00 TOTAL COST OF PREPARATION OF CRANE WAY 35,412.00

IV. EXCAVATION WORKS a. Labor:

### - Skilled Worker ### day 366.00 732.00 ### - Contructual Laborer ### day 317.00 1,902.00 2,634.00

b. Equipment: ### - Unit Backhoe ### day 10,400.00 10,400.00 ### - Unit Payloader ### day 10,400.00 10,400.00 ### - Unit Dump Truck ### day 9,000.00 9,000.00 29,800.00 TOTAL COST OF EXCAVATION WORKS 32,434.00

V. PILE DRIVE TEST 1. FABRICATION OF PRECAST CONCRETE PILE

1- Units of 300mm x 300mm x 6.00m Precast Concrete Starter Pile 3- Units of 300mm x 300mm x 6.00m Extension Precast Concrete Pile

a. Materials Portland Cement (Type 1P) ### bags 226.00 6,780.00 Washed Sand ### cu.m. 900.00 900.00 Gravel (G1) ### cu.m. 900.00 1,800.00 Concrete Addmix (150g) ### packs 34.00 1,020.00

### pcs. 620.00 9,920.00### pcs. 450.00 900.00### pcs. 165.00 5,775.00

#16 G.I. Tie Wire ### kgs. 65.00 520.00 32mmØ x 6.00m G.I. Pipe, Schedule 40 ### pc. 1,534.00 1,534.00 25mm Ø Plain Round Bar (Grade 40) ### pc. 950.00 950.00 Welding Rod (6011) ### kgs. 145.00 580.00 Fabricated 9mm Thk x 300mm x 300mm MS Steel Plate ### units 2,500.00 17,500.00

### - pcs. 2" x 4" x 10' Coco Lumber ### bd.ft. 20.00 8,000.00### - pcs. 2" x 3" x 10' Coco Lumber ### bd.ft. 20.00 6,000.00### - pcs. 2" x 2" x 10' Coco Lumber ### bd.ft. 20.00 4,000.00

3" C.W. Nail ### kgs. 60.00 240.00 4" C.W. Nail ### kgs. 60.00 240.00 66,659.00

b. Laborer: ### - Skilled Worker ### days 366.00 5,856.00### - Contructual Laborer ### days 317.00 15,216.00 21,072.00

2. PILE DRIVING WORKS Lump Sum ### ln.mtr 4,000.00 92,000.00 92,000.00 TOTAL COST OF PILE DRIVE TEST ###

VI. PREPARATION & DELIVERY OF PILE TEST REPORT ### lot 2,000.00 2,000.00 2,000.00 2,000.00

VII. DEMOBILIZATION ### lot 10,000.00 10,000.00 10,000.00 10,000.00

20mmØ x 6.00m. Deform bars (Grade 40)16mmØ x 6.00m. Deform bars (Grade 40)10mmØ x 6.00m. Deform bars (Grade 40)

S U M M A R Y

A. NON-ENGINEERING BASIC COST I. PERMIT FEE 13,600.00 II. PUBLIC SAFETY/SIGNAGES 2,593.33

B. ENGINEERING BASIC COST I. MOBILIZATION 10,000.00 II. CLEARING & LAYOUTING OF FOUNDATION 49,142.00 III. PREPARATION OF CRANE WAY 35,412.00 IV. EXCAVATION WORKS 32,434.00 V. PILE DRIVE TEST ### VI. PREPARATION & DELIVERY OF PILE TEST REPORT 2,000.00 VII. DEMOBILIZATION 10,000.00

SUB-TOTAL ### OVERHEAD EXPENSES 3,349.00 PRICE & PHYSICAL CONTINGENCIES 13,396.00 MISCELLANEOUS 16,746.00 CONTRACTOR'S PROFIT 33,491.00 VALUE ADDED TAX (12%) 48,227.00 TOTAL PROJECT COST Php 450,121.33


EDITO M. BAUTISTA, JR. MARIE CLAIRE C. BONGO MARLI P. ACOSTA-DE FIESTA JO- Senior Engineer A (C.E.) Officer-In-Charge Officer-In-Charge Planning & Development Section Planning & Development Section Planning & Design Division

Approved by: Certified as to Availability of Funds: Recommending Approval for:

CARLOS L. PEREZ, SR. ROBERTO R. MENDOZA ALEJO S. ROJAS, JR.

Officer-In-Charge Assistant General Manager for FAG Assistant General Manager for Operations Engineering Department

Approved for Project Implementation:

LEONARDO REY D. VASQUEZ General Manager



G A N T T C H A R T PROJECT : PROP. ZONE 4 BOOSTER STATION AT ZSCMST COMPD., RIO HONDO

(PILE DRIVE TEST FOR OVERHEAD TANK FOUNDATION) Location : ZSCMST Compound, Rio Hondo, Zamboanga City

Project Cost : Php 450,121.33 Project Duration : CALENDAR DAYS

Manpower Requirements :

Particulars no.

Amounts CALENDAR DAYS

of days Php 16.00 Php 32.00

A. NON-ENGINEERING BASIC COST I. PERMIT FEE 13,600.00 II. PUBLIC SAFETY/SIGNAGES 2,593.33

B. ENGINEERING BASIC COST I. MOBILIZATION ### 10,000.00 II. CLEARING & LAYOUTING OF FOUNDATION ### 49,142.00 III. PREPARATION OF CRANE WAY 35,412.00 IV. EXCAVATION WORKS 32,434.00 V. PILE DRIVE TEST 179,731.00

1. FABRICATION OF PRECAST CONCRETE PI ### 87,731.00 2. PILE DRIVING WORKS ### 92,000.00

VI. PREPARATION & DELIVERY OF PILE TEST REPO ### 2,000.00 VII. DEMOBILIZATION ### 10,000.00

SUB-TOTAL 334,912.33 OVERHEAD EXPENSES 3,349.00 PRICE & PHYSICAL CONTINGENCIES 13,396.00 MISCELLANEOUS 16,746.00 CONTRACTOR'S PROFIT 33,491.00 VALUE ADDED TAX (12%) 48,227.00

TOTAL PROJECT COST ### CASH OUTLAY REQUIREMENT Php - Php - TARGETED COMPLETION THIS PERIOD 0.00% 0.00% COMMULATIVE COMPLETION TO DATE 0.00% 0.00%

Prepared By: Checked & Reviewed By: Submitted By: Approved By: Recommending Approval for Project Implementation:

EDITO M. BAUTISTA, JR. MARIE CLAIRE C. BONGO MARLI P. ACOSTA - DE FIESTA CARLOS L. PEREZ, SR. ALEJO S. ROJAS, JR. Senior Engineer A Officer-In-Charge Officer-In-Charge Officer-In-Charge Assistan General Manager-Operations Group Planning & Development Section Planning & Development Section Planning & Design Division Engineering Department

MANPOWER ( 1- Project Engineer, 10-Laborers, 1- Mason, 1- Steelman/Welder & 1- Carpenter)



CALENDAR DAYS

Php 32.00

Php - 0.00%0.00%

Recommending Approval for Project Implementation: Approved for Project Implementation:

LEONARDO REY D. VASQUEZ Assistan General Manager-Operations Group General Manager

Final_Fisheries Booster Station

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