Sprinkler 3rd Floor DUPA

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Republic of the Philippines ZAMBOANGA CITY WATER DISTRICT

Pilar Street, Zamboanga City

2012 BARANGAY WATER SYSTEM PROJECTS PIPELINE REQUIREMENTS

I. CONSTRUCTION / REHABILITATION / IMPROVEMENT OF WATER SYSTEM AT PATALON

PIPELAYING WORKS

PARTICULARS QTY UNIT COST AMOUNT TOTAL 100mmØ x 6.00m PVC Pipe, Class 150, B/S, w/ R.R. 932 pcs. 1,706.00 1,589,992.00

6 pcs. 703.00 4,218.00 1,594,210.00 1,594,210.00

II. CONSTRUCTION / REHABILITATION AND INSTALLATION OF CACAO-LAPAKAN-CABALUAY WATER SYSTEM

PIPELAYING WORKS

PARTICULARS QTY UNIT COST AMOUNT 100mmØ x 6.00m PVC Pipe, Class 150, B/S, w/ R.R. 1,532 pcs. 1,706.00 2,613,592.00

15 pcs. 680.00 10,200.00

10 pcs. 703.00 7,030.00

5 pcs. 780.00 3,900.00 2,634,722.00 2,634,722.00

III. CONSTRUCTION / REHABILITATION /IMPROVEMENT OF TICTAPUL-LICOMO-VITALI WATER SYSTEM

PIPELAYING WORKS

PARTICULARS QTY UNIT COST AMOUNT 100mmØ x 6.00m PVC Pipe, Class 150, B/S, w/ R.R. 629 pcs. 1,706.00 1,073,074.00 75mmØ x 6.00m PVC Pipe, Class 150, B/S, w/ R.R. 1,918 pcs. 1,159.00 2,222,962.00 5.5 Thk x 75mmØ x 6.00m G.I.Pipe, (Sch. 40) 347 pcs. 6,000.00 2,082,000.00 with Steel Ring Flange 150mm(O.D.)x86(I.D.) x 10mmThk welded on Both Ends

16 pcs. 680.00 10,880.00

32 pcs. 330.00 10,560.00

53 pcs. 360.00 19,080.00

28 pcs. 411.00 11,508.00

3 pcs. 806.00 2,418.00 5,432,482.00 5,432,482.00

IV. CONSTRUCTION / REHABILITATION / IMPROVEMENT OF MANGGA BOLONG-BOLONG-BUNGUIAO- SANGALI WATER SYSTEM

PIPELAYING WORKS

PARTICULARS QTY UNIT COST AMOUNT 150mmØ x 6.00m PVC Pipe, Class 150, B/S w/ R.R. 1,067 pcs. 3,686.00 3,932,962.00 100mmØ x 6.00m PVC Pipe, Class 150, B/S, w/ R.R. 761 pcs. 1,706.00 1,298,266.00

5 pcs. 680.00 3,400.00

Supply/Laying of 5,592.00 Linear Meters, 100mmØ PVC Pipelines

100mmØ x 22.50o PVC Bend, Class 150, B/S, w/ R.R.




100mmØ x 45o PVC Bend, Class 150, B/S, w/ R.R.



Supply/Laying of 2,080.00 Linear Meters, 75mmØ G.I. Pipelines








Supply/Laying of 402.00 Linear Meters, 75mmØ PVC Pipelines



2 pcs. 703.00 1,406.00 75mmØ x 6.00m PVC Pipe, Class 150, B/S, w/ R.R. 67 pcs. 1,159.00 77,653.00

6 pcs. 360.00 2,160.00




6 pcs. 1,953.00 11,718.00

8 pcs. 1,442.00 11,536.00

5,339,101.00 5,339,101.00

V. CONSTRUCTION / REHABILITATION / IMPROVEMENT OF DUMALON -ZAMBALES-BALUNO-CAPISAN- MALAGUTAY-SAN ROQUE-CALARIAN-CAWIT-SINUNUC-MAASIN WATER SYSTEM PROJECT

PIPELAYING WORKS Supply/Laying of Transmission Lines

Supply/Laying of Distribution Lines

PARTICULARS QTY UNIT COST AMOUNT a. Supply/Laying of 2,000 Linear Meters 200mmØ G.I. Pipe, Sch. 40

7.11mm thk x 200mmØ x 6.00m G.I. Pipe, (Sch. 40) w/ 333 pcs. 28,000.00 9,324,000.00 Steel Ring Flange 250mm (O.D.) x 168mm (I.D.) x 10mm thk on Both Ends

25 pcs. 1,200.00 30,000.00

50 pcs. 1,000.00 50,000.00 12mmØ x 38mm Bolt w/ Nut & Washer 2,664 pcs. 35.00 93,240.00 6011 Welding Rod 10 kgs. 138.00 1,380.00 9,498,620.00

200mmØ x 6.00m PVC Pipe, Class 150, B/S w/ R.R. 1,050 pcs. 7,505.00 7,880,250.00

73 pcs. 4,504.00 328,792.00

243 pcs. 4,656.00 1,131,408.00

128 pcs. 6,347.00 812,416.00

14 pcs. 10,300.00 144,200.00 10,297,066.00

Supply/Laying of Distribution Lines a. Supply/Laying of 18,900 Linear Meters 100mmØ PVC Pipe, Class 150 (from Prop. Ground Tank to Junction{Capisan})


72 pcs. 680.00 48,960.00

116 pcs. 703.00 81,548.00

61 pcs. 780.00 47,580.00

7 pcs. 680.00 4,760.00 5,556,748.00

b. Supply/Laying of 2,504 Linear Meters 100mmØ PVC Pipe, Class 150 (from Junction to San Roque)

100mmØ x 6.00m PVC Pipe, Class 150, B/S w/ R.R. 417 pcs. 1,706.00 711,402.00

80 pcs. 680.00 54,400.00

125 pcs. 703.00 87,875.00

54 pcs. 780.00 42,120.00

2 pcs. 680.00 1,360.00 897,157.00


68 pcs. 680.00 46,240.00

118 pcs. 703.00 82,954.00

58 pcs. 780.00 45,240.00

1 pcs. 680.00 680.00 1,043,468.00

150mmØ x 45.00 o PVC Bend,Class 150, B/S w/ R.R.

150mmØ x 22.50 o PVC Bend, Class 150, B/S w/ R.R.

a. Supply/Laying of 2,000 Linear Meters 200mmØ G.I. Pipe, Sch. 40 w/ Pipe Support at every 2.00 Linear Meters b. Supply/Laying of 6,300 Linear Meters 200mmØ PVC Pipe, Class 150

a. Supply/Laying of 18,900 Linear Meters 100mmØ PVC Pipe, Class 150 (from Prop. Ground Tank to Junction{Capisan}) b. Supply/Laying of 2,504 Linear Meters 100mmØ PVC Pipe, Class 150 (from Junction to San Roque) c. Supply/Laying of 3,055 Linear Meters 100mmØ PVC Pipe, Class 150 (from Junction to Malagutay) d. Supply/Laying of 393 Linear Meters 100mmØ PVC Pipe, Class 150 (from Junction Malagutay to Katatagan) e. Supply/Laying of 21,000 Linear Meters 100mmØ PVC Pipe, Class 150 (from Prop. Ground Tank to Baluno)

200mmØ x 900 G.I. Elbow, Sch. 40

200mmØ x 450 G.I. Elbow, Sch. 40

b. Supply/Laying of 6,300 Linear Meters 200mmØ PVC Pipe, Class 150

200mmØ x 11.250 PVC Bend, Class 150, B/S w/ R.R.


200mmØ x 450 PVC Bend, Class 150, B/S w/ R.R.










c. Supply/Laying of 3,055 Linear Meters 100mmØ PVC Pipe, Class 150 (from Junction to Malagutay)







d. Supply/Laying of 393 Linear Meters 100mmØ PVC Pipe, Class 150 (from Junction Malagutay to Katatagan)


70 pcs. 680.00 47,600.00

112 pcs. 703.00 78,736.00

46 pcs. 780.00 35,880.00

2 pcs. 680.00 1,360.00 276,172.00


70 pcs. 680.00 47,600.00

107 pcs. 703.00 75,221.00

86 pcs. 780.00 67,080.00

21 pcs. 680.00 14,280.00 6,175,181.00 33,744,412.00

GRAND TOTAL 48,744,927.00 Php -

Notes: A. The Pipe shall be clearly marked (engraved) with the following information spaced at intervals of not more than

one meter: Php 1.00 Name of Product Php 2.00 Nominal Outside Diameter Php 3.00 Series and/or Nominal Pressure Php 4.00 Manufacturer's name and/or its recognized trademark Php 5.00 The words "Made in PHL" or "Made in the Phil." Php 6.00 The words "For Potable Water" Php 7.00 Date Manufactured Php 8.00 Serial Number

B. All diameters indicated herein refers to inside diameter C. Pipes should be subject tom inspection by the ZCWD Technical Personnel upon delivery. D. One (1) percent of the pipe requirement will be subject to hydrostatic test. E. Suppliers must be bonafide manufacturer of PVC Pipes in the Philippines.

Prepared by: Reviewed & Checked by: Submitted by:

MARIE CLAIRE C. BONGO MARLI P. ACOSTA-DE FIESTA CARLOS L. PEREZ, SR. Officer In-charge Officer In-charge Officer In-charge

Planning & Development Section Planning & Design Division Engineering Department

Recommending Approval: Approved:

ALEJO S. ROJAS, JR. LEONARDO REY D. VASQUEZ Assistant General Manager General Manager

Operations Group





e. Supply/Laying of 21,000 Linear Meters 100mmØ PVC Pipe, Class 150 (from Prop. Ground Tank to Cawit)





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Project : PROPOSED SINUBONG - AYALA PIPELAYING PROJECT Location : Boundary Patalon-Sinubong to Boundary Talisayan-Ayala, Zamboanga City Scope of Work : I. NON-ENGINEERING BASIC ITEMS

A. FEE'S B. Public Safety C. Construction of Temporary Facilities D. Supervision

### II. ENGINEERING BASIC COST ITEMS

B. Final Staking/Lay-outing/Line and Grade C. Pipeline and Appurtenances C.1.Supply and Laying of Pipeline

C.2.Laying of Sand Bedding C.3.Final Backfilling and Compaction D. Concrete Cutting and Breaking E. Concrete Restoration Works F. Valves/Fitting/Inter-connection Works G. Installation of Eight (8) Units - 75mmØ Fire Hydrants w/ Concrete Barricade H. Installation of Five (5) Units Blow-off Assembly I. Installation of Two (2) Units Air-release Assembly J. Hydrotesting and Disinfection of Pipelines K. Painting Works L. Culvert/Drainage/Bridge Crossing M. Demobilization

Cost of Project : #REF!

BILL OF MATERIALS & COST ESTIMATES

Item Description Qty. Unit

I. NON-ENGINEERING BASIC ITEMS A. FEE'S

1. Supervision Fee (DPWH, 1.5% of D + E) 1 lot 2. Material Testing 1 lot

Direct Cost OCM TOTAL COST OF I.A

B. PUBLIC SAFETY 1. Signage & Barricades

A. Hauling of Materials

Laying of 5,800.00 Linear Meters, 100mmØ PVC Pipe, Class 150 Laying of 300.00 Linear Meters, 100mmØ G.I. Pipe, Sch. 40 Laying of 1,932.00 Linear Meters, 150mmØ PVC Pipe, Class 150

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a. Signage a.1. Caution Tape, 3" width x 1,000 ft./roll 3 rolls a.2. 1.20m x 2.40m Tarpaulin (Project Signage) including 3 units Layout & Printing 12 pcs. - 2" x 4" x 10' Coco Lumber 80 bd.ft. 12 pcs. - 2" x 3" x 10' Coco Lumber 60 bd.ft. 3" C.W. Nail 2 kgs. 4" C.W. Nail 2 kgs.

b. Barricades (100 Sets) Materials 12mm thk x 1.20m x 2.40m Ordinary Plywood 12 shts. 200 pcs. - 2" x 2" x 10' Coco Lumber 667 bd.ft. 3" C.W. Nail 10 kgs. 4" C.W. Nail 10 kgs. Latex Paint (Thalo Blue) 12 gals. Latex Paint (Hansa Yellow) 12 gals. Baby Roller w/ Tray 2 pcs. 1/4" Lettering Brush 1 pc. 1/2" Lettering Brush 1 pc. 2" Paint Brush 2 pcs. 3" Width Reflectorized Sticker 200 ln.ft. 3" Paint Brush 2 pcs.

Labor 2 - Skilled Workers 20 days 2 - Laborers 20 days

Direct Cost OCM TOTAL COST OF I.B

A. Materials: 26 pcs. - 2" x 4" x 10' Coco Lumber 173 bd.ft. 18 pcs. - 2" x 3" x 10' Coco Lumber 90 bd.ft. 26 pcs. - 2" x 2" x 10' Coco Lumber 87 bd.ft. 12mm thk x 1.20m x 2.40m Ordinary Plywood 18 shts. Gauge 26 x 1.80m Length Corrugated G.I. Roofing Sheets 18 shts. Gauge 26 x 1.20m x 2.40m G.I. Plain Sheet 1 sht. 2" C.W. Nail 5 kgs. 3" C.W. Nail 3 kgs. 4" C.W. Nail 3 kgs. Padlock (Big) 1 pc. 3-1/2" Loose Pin Hinges 3 pairs 1/8" G.I. Chain (1Kg. Equal to 2mtrs.) 1 kg. 2" C.W. Umbrella Roofing Nails 2 kgs.

B. Labor: ### - Carperters 6 days ### - Laborers 6 days

C. CONSTRUCTION OF TEMP. FACILITIES (Area = 3.00mtrs. X 5.00mtrs., 1 - Unit)

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Direct Cost OCM TOTAL COST OF I.C

D. SUPERVISION ### - Engineering Assistant 170 days

Direct Cost OCM TOTAL COST OF I.D

II. ENGINEERING BASIC COST ITEMS A. HAULING OF MATERIALS

A. Laborers 4 - Laborers 25 days

### - Driver 25 days B. Equipment Rental/Fuel:

### - Unit - Boom Truck 25 days Diesel Fuel 750 liters Engine Oil 3 liters

Direct Cost OCM TOTAL COST OF HAULING OF MATERIALS

B. FINAL STAKING/LAY-OUTING/LINE AND GRADE A. Labor:

### - Skilled Worker 9 days ### - Contractual Laborers 9 days

Direct Cost OCM TOTAL COST OF FINAL STAKING/LAY-OUTING/LINE AND GRADE

C. PIPELINES & APPURTENANCES: C.1. SUPPLY AND LAYING OF PIPELINE A. Materials: 1. 100mmØ PVC Pipeline 100mmØ x 6.00m PVC Pipe, Class 150, B/S, w/ R.R. 959 pcs. 100mmØ C.I. Sleeve Type Flexible Coupling (PVC) 12 pcs.

12 pcs. 12 pcs. 12 pcs. 12 pcs.

Polyethelyne Warning Tape, "Attention Water Main", 3"W x 1,000f 18 rolls Margarine 48 kgs.

B. Labor: ### - Pipefitter 62 days ### - Carpenter 62 days ### - Welder/Steelman 62 days ### - Mason 62 days

Pipelines (from Motorpool to Brgy. Sinubong)

100mmØ x 22.5o PVC Bend, Class 150, B/S, w/ R.R.100mmØ x 11.25o PVC Bend, Class 150, B/S, w/ R.R.100mmØ x 45o PVC Bend, Class 150, B/S, w/ R.R.100mmØ x 90o PVC Bend, Class 150, B/S, w/ R.R.

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### - Laborers 62 days

C. Equipment Rental/Fuel: ### - Unit Backhoe (w/ Operator) 46 days

Diesel 1,840 liters Direct Cost OCM

2. 150mmØ PVC Pipeline 150mmØ x 6.00m PVC Pipe, Class 150, B/S, w/ R.R. 322 pcs.

4 pcs. 150mmØ C.I. Sleeve Type Flexible Coupling (PVC) 4 pcs.

4 pcs. 4 pcs. 4 pcs.

Polyethelyne Warning Tape, "Attention Water Main", 3"W x 1,000f 18 rolls Margarine 16 kgs. For Concrete Thrust Block Portland Cement 15 bags Washed Sand 1 cu.m. Gravel (G-1) 2 cu.m.

B. Labor: ### - Pipefitter 25 days ### - Carpenter 25 days ### - Welder/Steelman 25 days ### - Mason 25 days ### - Laborers 25 days

C. Equipment Rental/Fuel: ### - Unit Backhoe (w/ Operator) 18 days

Diesel 720 liters Direct Cost OCM

TOTAL COST OF ITEM C.1.

A. Materials: Washed Sand 1,377 cu.m.

B. Labor: ### - Laborers 87 days

Direct Cost OCM TOTAL COST OF ITEM C.2.

C.3. FINAL BACKFILLING & COMPACTION A. Materials:


150mmØ x 22.50o PVC Bend, Class 150, B/S, w/ R.R.150mmØ x 90o PVC Bend, Class 150, B/S, w/ R.R.150mmØ x 45o PVC Bend, Class 150, B/S, w/ R.R.

C.2. LAYING OF SAND BEDDING (7,686.00 Linear meters of Sand Bedding)

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Item 201 1,260 cu.m. Item 200 1,218 cu.m.

B. Labor: ### - Operators 87 days ### - Laborers 87 days

B. Equipment Rental/Fuel: ### - Units Tamper Rammer 44 days ### - Units Plate Compactor 43 days

Special Gasoline 1,056 liters Direct Cost OCM TOTAL COST OF ITEM C.3.

TOTAL COST OF PIPELINES & APPURTENANCES

D.1. Concrete Cutting A. Equipment Rental/Fuel: 1 - Unit Concrete Cutter 27 days

Special Gasoline 108 liters B. Labor:

### - Operator 27 days ### - Laborer 27 days

Direct Cost OCM

A. Equipment Rental/Fuel: 1 - Unit Jackhammer w/ Compressor 10 days

Diesel Fuel 100 liters Hydraulic Engine Oil 2 liters

B. Labor: ### - Operator 10 days ### - Laborers 10 days

Direct Cost OCM

TOTAL COST OF CONCRETE CUTTING & CONCRETE BREAKING

A. Materials: Portland Cement (Type 1P) 385 bags Washed Sand 15 cu.m. Gravel (G-1) 30 cu.m. Concrete Admixture (150 grams/pack) 385 packs Curing Compound 19 gals.

D. CONCRETE CUTTING & BREAKING ( 148.00 Linear Meters of Concrete Cutting & Breaking)

D.2. Concrete Breaking (148 Sq. Mtrs.)

E. CONCRETE RESTORATION WORKS (30.00 Cubic Meters)

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Epoxy Bond (1L) 8 liters

B. Labor: ### - Mason 13 days ### - Operator 13 days ### - Laborers 13 days

C. Equipment Rental/Fuel: ### - Unit Concrete Vibrator 13 days ### - Unit Concrete Bagger Mixer 13 days

Special Gasoline 257 liters Direct Cost OCM

TOTAL COST OF CONCRETE RESTORATION

G. VALVES/FITTINGS & INTER-CONNECTION WORKS A. Materials:

1 pc. 2 pcs.

1 pc.

100mmØ x 75mmØ C.I. Tee, M/F (NRS) 10 pcs. 250mmØ x 150mmØ C.I. Tee, M/F (NRS) 1 pc. 150mmØ x 150mmØ C.I. Tee, M/F (NRS) 1 pc. 150mmØ C.I. Body Gate Valve, F/F (NRS) 2 pcs. 150mmØ C.I. Adaptor, F/P 2 pcs. 100mmØ C.I. Body Gate Valve, M/M (NRS) 2 pcs. 75mmØ C.I. Body Gate Valve, F/F (NRS) 10 pcs. 75mmØ C.I. Blind Flange 10 pcs. 150mmØ C.I. Telescopic Valve Steel Cover 14 pcs. 150mmØ x 6.00m PVC Pipe, Class 150, B/S, w/ R.R. 2 pcs. 16mmØ x 75mm Hex. Head Stainless Bolts, w/ Washer & Nut 148 pcs. 150mmØ x 100mmØ PVC Reducer, Class 150, B/S w/ R.R. 1 pc. 6mmthk Rubber Gasket 29 kgs. Portland Cement 7 bags Washed Sand 0.50 cu.m. Gravel (G-1) 1 cu.m.

1 pc.

B. Labor: ### - Pipefitter 12 days ### - Laborers 12 days

Direct Cost OCM

TOTAL COST OF VALVES/FITTINGS & INTER-CONNECTION WORKS

H. INSTALLATION OF EIGTH (8) UNITS - 75MMØ FIRE HYDRANTS W/ CONCRETE BARRICADE

100mmØ C.I. Sleeve Type Flexible Coupling, (PVC)150mmØ C.I. Sleeve Type Flexible Coupling, (PVC-C.I.)

150mmØ C.I. Sleeve Type Flexible Coupling, (PVC)

12mmØ x 6.00m Def. Reinforcing Steel Bar (Grade 20)

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A. Materials: 75mmØ C.I. Body Gate Valve, (NRS), F/F w/ 16mm thk Steel 8 pcs. Ring Flange w/ Stainless Bolt w/ Nut & Washer 100mmØ x 75mmØ C.I. Tee, M/F w/ 16mm thk Steel Ring Fl 6 pcs. 150mmØ x 75mmØ C.I. Tee, M/F w/ 16mm thk Steel Ring Fl 2 pcs. w/ Stainless Bolt w/ Nut & Washer 75mmØ x 90º G.I. Elbow, Sch. 40 8 pcs. 75mmØ x 6.00m G.I. Pipe, Sch.40 5 pcs. 75mmØ Angle Valve w/ 63mmØ Hose Connector 8 sets 150mmØ C.I. Valve Cover 8 sets 6mm thk Rubber Gasket 24 kgs. Portland Cement 32 bags Washed Sand 2 cu.m. Gravel (G-1) 3 cu.m.

30 rolls 24 pcs. 1 pc. 10 pcs.

#16 G.I. Tie-wire 3 kgs. Concrete Neutralizer 1 gal. Latex Primer 1 gal. Latex Paint Black 1 gal. Latex Paint Yellow 1 gal. Quick Dry Enamel Red paint 1 gal. Paint Thinner 1 qrt. 2" Paint Brush 3 pcs. 1" Paint Brush 3 pcs. 25mm Masking Tape 5 rolls 12mm thk x 1.20m x 2.40m Ordinary Plywood 1 sht. 12pcs. - 2" x 2" x 8' Coco Lumber 32 bd.ft. 2" C.W. Nail 2 kgs. 4" C.W. Nail 2 kgs.

B. Labor: ### - Pipefitter 12 days ### - Laborers 12 days

Direct Cost OCM TOTAL DIRECT COST OF FIRE HYDRANTS W/ CONCRETE BARRICADE

I. INSTALLATION OF FIVE (5) UNITS- BLOW-OFF ASSEMBLY:

a. Materials :

100mmØ C.I. Body Gate Valve, (NRS), F/F w/ 16mm thk Steel 3 pcs. Ring Flange w/ Stainless Bolt w/ Nut & Washer 100mmØ x 100mmØ C.I. Tee, M/F 3 pcs.

3 pcs. 3 pcs.

6mmthk Rubber Gasket 4 kgs. 16mmØ x 75mm Hex. Head Stainless Bolts w/ Nut & Washer 12 pcs.

25mm Teflon Tape16mmØ x 6.00m Deformed Rein. Steel Bar (Grade 20)12mmØ x 6.00m Deformed Rein. Steel Bar (Grade 20)10mmØ x 6.00m Deformed Rein. Steel Bar (Grade 20)

1. Tap at 100mmØ PVC Pipe

100mmØ x 6.00m G.I. Pipe, Sch. 40150mmØ C.I. Telescopic Valve Cover

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1 pc.

100mmØ C.I. Body Gate Valve, (NRS), F/F w/ 16mm thk Steel 2 pcs. Ring Flange w/ Stainless Bolt w/ Nut & Washer 150mmØ x 100mmØ C.I. Tee, M/F 2 pcs.

2 pcs. 2 pcs.

6mmthk Rubber Gasket 6 kgs. 16mmØ x 75mm Hex. Head Stainless Bolts w/ Nut & Washer 24 pcs.

1 pc. Portland Cement 4 bags Washed Sand 0.10 cu.m. Gravel (G-1) 0.20 cu.m.

1 pc. #16 G.I. Tie-wire 2 kgs.

b. Labor : ### - Pipefitter 4 days ### - Mason 4 days ### - Laborers 4 days

c. Equipment Rental : ### - Unit Welding Machine 3 days

Direct Cost OCM

Total Cost of Blow-off Assembly

J. INSTALLATION OF TWO (2) UNITS - AIR- RELEASE ASSEMBLY a. Materials :

Portland Cement 1 bag Sand 0.10 cu.m. Gravel 0.20 cu.m.

1 pc. #16 G.I. Tie-wire 1 kg.

1 pc. 1 pc.

(BSP/NPT), Polypropylene Material 1 pc.

Steel Bolts w/ Nut & Washer 1 pc. 1 pc.

1 pc.

Hacksaw Blade 1 pc.

6011 Welding Rod 0.50 kg. Red Lead Metal Primer 1 qrt. Quick Dry Enamel, Color Blue 1 qrt. Paint Thinner 1 qrt. 1" Paint Brush 1 pc.

150mmØ x 6.00m PVC Pipe, Class 150, B/S2. Tap at 150mmØ PVC Pipe

100mmØ x 6.00m G.I. Pipe, Sch. 40150mmØ C.I. Telescopic Valve Cover

150mmØ x 6.00m PVC Pipe, Class 150, B/S

12mmØ x 6.00m Def. Reinforcing Steel Bar (Grade 20)

1. Tap at 100mmØ PVC Pipe

10mmØ x 6.00m Def. Reinforcing Steel Bars (Grade 20)

12mm x 12mm x 6.00m Square Bar19mmØ Automatic Air Release Valve, PN16, Male Threaded Size

100mmØ x 19mmØ C.I. Saddle Clamp w/ Hex. Head Stainless

19mmØ x 1.10m G.I. Nipple, Sch. 40 (Standard BSP Thread)19mmØ Brass Gate Valve

19mmØ G.I. Coupling

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b. Labor:

### - Welder 2 days

### - Mason 2 days

### - Pipefitter 2 days


c. Equipment Rental

### - Unit Welding Machine 1 day

1 pc. (BSP/NPT), Polypropylene Material

1 pc. 1 pc.

Steel Bolts w/ Nut & Washer 1 pc. 1 pc. 1 pc.

Portland Cement 1 bag Sand 0.10 cu.m. Gravel 0.20 cu.m.

1 pc. #16 G.I. Tie-wire 1 kg. Red Lead Metal Primer 1 qrt. Quick Dry Enamel, Color Blue 1 qrt. Paint Thinner 1 qrt. 1" Paint Brush 1 pc. 6011 Welding Rod 0.50 kg. Hacksaw Blade 1 pc.

b. Labor:

### - Welder 2 days

### - Pipefitter 2 days


c. Equipment Rental

### - Unit Welding Machine 2 days

Direct Cost OCM Total Cost of Air-release Assembly

K. HYDRO-TESTING & DISINFECTION OF PIPELINES A. Materials:

12 pcs.

4 pcs.

2. Tap at 150mmØ PVC Pipe19mmØ Automatic Air Release Valve, PN16, Male Threaded Size

19mmØ x 1.10m G.I. Nipple, Sch. 40 (Standard BSP Thread)150mmØ x 19mmØ C.I. Saddle Clamp w/ Hex. Head Stainless

19mmØ Brass Gate Valve19mmØ G.I. Coupling12mm x 12mm x 6.00m Square Bar

10mmØ x 6.00m Def. Reinforcing Steel Bars (Grade 20)

100mmØ x 19mmØ C.I. Saddle Clamp, w/ Stainless Bolts w/ Nut and Washer150mmØ x 19mmØ C.I. Saddle Clamp, w/ Stainless Bolts w/ Nut and Washer

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2 pcs. 2 pcs.

0.50 roll 4 pcs.

16 pcs. 8 pcs.

Chlorine Powder 12 kgs. Potable Water 166 cu.m.

B. Labor: ### - Pipefitter 16 days ### - Contractual Laborers 16 days

C. Equipment Rental/Fuel/Oil & Lubricants: ### - Unit Hydrotesting Machine 16 days

Gasoline 64 liters Engine Oil 5 liters

Direct Cost OCM TOTAL DIRECT COST OF HYDRO-TESTING & DISINFECTION WORKS

L. PAINTING WORKS

A. Materials: Red Lead Metal Primer Paint 6 gals. Quick Dry Enamel Paint Blue 12 gals. Paint Thinner 1 gal. 2" Paint Brush 2 pcs. 1" Paint Brush 2 pcs.

B. Labor: ### - Painter 5 days ### - Laborers 5 days

Direct Cost OCM

TOTAL DIRECT COST OF PAINTING WORKS

M. CULVERT & BRIDGE CROSSING M.1. Culvert Crossing A. Materials:

4 pcs.12 pcs.

150mmØ x 6.00m PVC Pipe, Class 150, B/S w/ R.R. 2 pcs.100mmØ x 6.00m PVC Pipe, Class 150, B/S w/ R.R. 2 pc.Portland Cement 47 bagsWashed Sand 2 cu.m.Gravel (G-1) 4 cu.m.

20 pcs.

100mmØ C.I. Mechanical Cap150mmØ C.I. Mechanical Cap19mmØ x 60.00m P.E. Tubing, SDR-1119mmØ Brass Corporation Cock19mmØ G.I. End Plug25mm Teflon Tape

(Note: Painting of 300.00 Linear Meters 75mmØ G.I. Pipe)

100mmØ x 450 PVC Bend, Class 150, B/S w/ R.R.150mmØ x 450 PVC Bend, Class 150, B/S w/ R.R.

16mmØ x 6.00m Deformed Reinforcing Steel Bars (Grade 20)

Page 16 of 261

47 pcs.Hacksaw Blade 6 pcs.#16 G.I. Tie-wire 5 kgs.

B. Labor: 1 - Pipefitter 5 days4 - Laborers 5 days

Direct Cost OCM

M.2. Bridge Crossing A. Materials: 1. At Busugan Bridge

10 pcs.8 pcs. 4 pcs. 2 pcs. 2 pcs. 2 pcs.

#16 G.I. Tie-wire 1 kg.11 pcs.

6 pcs.160 pcs.

Portland Cement 2 bags Washed Sand 0.10 cu.m. Gravel (G-1) 0.20 cu.m. 8pcs.- 2" x 2" x 8' Coco Lumber 21 bd.ft. 12mm thk. x 1.20m x 2.40m Ordinary Plywood 1 sht. 2" C.W. Nail 1 kg. 4" C.W. Nail 1 kg.

2. At Sinubong Bridge 6 pcs.4 pcs. 4 pcs. 2 pcs. 2 pcs. 2 pcs.

#16 G.I. Tie-wire 1 kg.8 pcs.4 pcs.

120 pcs. Portland Cement 2 bags Washed Sand 0.10 cu.m. Gravel (G-1) 0.20 cu.m. 8pcs.- 2" x 2" x 8' Coco Lumber 21 bd.ft. 12mm thk. x 1.20m x 2.40m Ordinary Plywood 1 sht. 2" C.W. Nail 1 kg. 4" C.W. Nail 1 kg.

3. At Near Gate #2 of WMSU Agriculture 3 pcs.

12mmØ x 6.00m Deformed Reinforcing Steel Bars (Grade 20)

100mmØ x 6.00m G.I. Pipe, Sch. 40100mmØ G.I. Coupling, Sch. 40100mmØ x 450 G.I. Bend, Sch. 40100mmØ C.I. Sleeve Type Flexible Coupling, (PVC-G.I.)16mmØ x 6.00m Def. Reinforcing Steel Bars (Grade 20)10mmØ x 6.00m Def. Reinforcing Steel Bars (Grade 20)

5mmthk x 50mm x 6.00m Flat Bar12mmØ x 6.00m Plain Round Bar12mmØ x 100mm M.S. G.I. Bolt w/ Washer & Nut



100mmØ x 6.00m G.I. Pipe, Sch. 40

Page 17 of 261

2 pcs. 4 pcs. 2 pcs. 2 pcs. 2 pcs.

#16 G.I. Tie-wire 1 kg.1 pc.2 pcs.


4. At San Ramon Bridge #2 17 pcs.16 pcs.

4 pcs. 2 pcs. 2 pcs. 2 pcs.

#16 G.I. Tie-wire 1 kg.14 pcs.

8 pcs.216 pcs.

Portland Cement 2 bags Washed Sand 0.10 cu.m. Gravel (G-1) 0.20 cu.m. 8pcs.- 2" x 2" x 8' Coco Lumber 21 bd.ft. 12mm thk. x 1.20m x 2.40m Ordinary Plywood 1 sht. 2" C.W. Nail 1 kg. 4" C.W. Nail 1 kg.

5. At San Ramon Bridge #1 8 pcs.7 pcs. 4 pcs. 2 pcs. 2 pcs. 2 pcs.



100mmØ G.I. Coupling, Sch. 40100mmØ x 450 G.I. Bend, Sch. 40100mmØ C.I. Sleeve Type Flexible Coupling, (PVC-G.I.)16mmØ x 6.00m Def. Reinforcing Steel Bars (Grade 20)10mmØ x 6.00m Def. Reinforcing Steel Bars (Grade 20)






Page 18 of 261

6. At Talisayan Bridge 4 pcs.3 pcs. 4 pcs. 2 pcs. 2 pcs. 2 pcs.



7. Others 1 kg.

24 pcs. 6011 Welding Rod 2 kgs. Hacksaw Blade 10 pcs. Red Lead Metal Primer Paint 1 gal. Quick Dry Enamel Paint Blue 2 gals. Paint Thinner 1 gal. 2" Paint Brush 2 pcs. 1" Paint Brush 2 pcs.

B. Labor: 1 - Welder 24 days4 - Contractual Laborers 24 days

C. Equipment Rental: 1 - Unit Welding Machine 15 days

Direct Cost OCM

TOTAL COST OF CULVERT & BRIDGE CROSSING

Q. DEMOBILIZATION B. Labor:

### 5 days Direct Cost OCM TOTAL DIRECT COST OF DEMOBILIZATION

S U M M A R Y



5mmthk x 38mm x 6.00m Flat Bar16mmØ x 150mm M.S. G.I. Bolt w/ Washer & Nut

- Contractual Laborers

Page 19 of 261

I. NON-ENGINEERING BASIC ITEMS A. FEE'S B. Public Safety C. Construction of Temporary Facilities D. Supervision II. ENGINEERING BASIC COST ITEMS A. Hauling of Materials B. Final Staking/Lay-outing/Line and Grade C. Pipeline and Appurtenances D. Concrete Cutting and Breaking E. Concrete Restoration Works F. Valves/Fitting/Inter-connection Works G. Installation of Eight (8) Units - 75mmØ Fire Hydrants w/ Concrete Barricade H. Installation of Five (5) Units Blow-off Assembly I. Installation of Two (2) Units Air-release Assembly J. Hydrotesting and Disinfection of Pipelines K. Painting Works L. Culvert/Drainage/Bridge Crossing M. Demobilization

Prepared by: Reviewed & Checked by:

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

Planning & Development Section

Approved by: Certified as to Availability of Funds:

CARLOS L. PEREZ, SR. ROBERTO R. MENDOZA Officer-In-Charge Assist. General Manager Engineering Department For Finance and Administration Group

Approved for Project Implementation:

LEONARDO REY D. VASQUEZ General Manager

Page 20 of 261



Boundary Patalon-Sinubong to Boundary Talisayan-Ayala, Zamboanga City

G. Installation of Eight (8) Units - 75mmØ Fire Hydrants w/ Concrete Barricade

BILL OF MATERIALS & COST ESTIMATES

Unit Cost Amount Total Cost

8,767.00 8,767.00 80,000.00 80,000.00 88,767.00

88,767.00 13,315.00 102,082.00

Laying of 5,800.00 Linear Meters, 100mmØ PVC Pipe, Class 150Laying of 300.00 Linear Meters, 100mmØ G.I. Pipe, Sch. 40 Laying of 1,932.00 Linear Meters, 150mmØ PVC Pipe, Class 150

Page 21 of 261

1,800.00 5,400.00 1,300.00 3,900.00

20.00 1,600.00 20.00 1,200.00 63.00 126.00 63.00 126.00 12,352.00

750.00 9,000.00 20.00 13,340.00 63.00 630.00 63.00 630.00 350.00 4,200.00 350.00 4,200.00 98.00 196.00 250.00 250.00 350.00 350.00 20.00 40.00 35.00 7,000.00 40.00 80.00 39,916.00

366.00 14,640.00 317.00 12,680.00 27,320.00

79,588.00 11,938.00 91,526.00

20.00 3,460.00 20.00 1,800.00 20.00 1,740.00 750.00 13,500.00 221.00 3,978.00 425.00 425.00 70.00 350.00 63.00 189.00 63.00 189.00 150.00 150.00 220.00 660.00 110.00 110.00 65.00 130.00 26,681.00

366.00 4,392.00 317.00 7,608.00 12,000.00

(Area = 3.00mtrs. X 5.00mtrs., 1 - Unit)

Page 22 of 261

38,681.00 5,802.00 44,483.00

524.00 133,620.00 133,620.00 222,586.00 33,388.00 255,974.00

317.00 31,700.00 341.00 8,525.00

5,000.00 125,000.00 49.00 36,750.00 120.00 360.00 202,335.00

202,335.00 30,350.00 232,685.00

366.00 3,294.00 317.00 11,412.00 14,706.00

14,706.00 2,206.00 16,912.00

1,706.00 1,636,054.00 1,510.00 18,120.00

703.00 8,436.00 680.00 8,160.00 780.00 9,360.00 1,128.00 13,536.00 1,800.00 32,400.00 85.00 4,080.00 1,730,146.00

341.00 21,142.00 366.00 22,692.00 366.00 22,692.00 366.00 22,692.00

Page 23 of 261

317.00 1,100,624.00 1,189,842.00

10,000.00 460,000.00 54.00 99,360.00 559,360.00

3,479,348.00 521,902.00 4,001,250.00

3,686.00 1,186,892.00 1,635.00 6,540.00 1,510.00 6,040.00

1,723.00 6,892.00 4,204.00 16,816.00 2,334.00 9,336.00 1,800.00 32,400.00 85.00 1,360.00

230.00 3,450.00 900.00 900.00 850.00 1,700.00 1,272,326.00

341.00 8,525.00 366.00 9,150.00 366.00 9,150.00 366.00 9,150.00 317.00 443,800.00 479,775.00

10,000.00 180,000.00 54.00 38,880.00 218,880.00

1,970,981.00 295,647.00 2,266,628.00

6,267,878.00

900.00 1,239,300.00 1,239,300.00

317.00 110,316.00 110,316.00 1,349,616.00

202,442.00 1,552,058.00

Page 24 of 261

450.00 567,000.00 350.00 426,300.00 993,300.00

341.00 89,001.00 317.00 165,474.00 254,475.00

500.00 66,000.00 500.00 64,500.00

60.00 63,360.00 193,860.00 1,441,635.00 216,245.00 1,657,880.00

Php 9,477,816.00

1,500.00 40,500.00 60.00 6,480.00 46,980.00

341.00 9,207.00 317.00 8,559.00 17,766.00

64,746.00 9,712.00 74,458.00

8,500.00 85,000.00 54.00 5,400.00

120.00 240.00 90,640.00

341.00 3,410.00 317.00 6,340.00 9,750.00

100,390.00 15,059.00 115,449.00

Php 189,907.00

230.00 88,550.00 900.00 13,500.00 850.00 25,500.00

35.00 13,475.00 540.00 10,260.00

( 148.00 Linear Meters of Concrete Cutting & Breaking)

Page 25 of 261

458.00 3,664.00 154,949.00

366.00 4,697.00 341.00 4,376.00 317.00 24,409.00 33,482.00

800.00 10,264.00 1,500.00 19,245.00

60.00 15,420.00 44,929.00 233,360.00 35,004.00 268,364.00

Php 268,364.00

1,510.00 1,510.00 2,670.00 5,340.00

2,478.00 2,478.00

3,068.00 30,680.00 12,508.00 12,508.00 4,838.00 4,838.00 10,030.00 20,060.00 2,832.00 5,664.00 7,316.00 14,632.00 5,074.00 50,740.00 980.00 9,800.00 980.00 13,720.00 3,686.00 7,372.00 85.00 12,580.00 1,420.00 1,420.00 70.00 2,030.00 230.00 1,610.00 900.00 450.00 850.00 850.00

240.00 240.00 198,522.00

341.00 4,092.00 317.00 15,216.00 19,308.00

217,830.00 32,675.00 250,505.00

Php 250,505.00

H. INSTALLATION OF EIGTH (8) UNITS - 75MMØ FIRE HYDRANTS W/ CONCRETE BARRICADE

Page 26 of 261

8,394.00 67,152.00

4,728.00 28,368.00 5,908.00 11,816.00

297.00 2,376.00 5,200.00 26,000.00 16,000.00 128,000.00 980.00 7,840.00 70.00 1,680.00 230.00 7,360.00 900.00 1,800.00 850.00 2,550.00 22.00 660.00 450.00 10,800.00 240.00 240.00 165.00 1,650.00 65.00 195.00 368.00 368.00 584.00 584.00 640.00 640.00 640.00 640.00 520.00 520.00 90.00 90.00 28.00 84.00 14.00 42.00 25.00 125.00 750.00 750.00 20.00 640.00 70.00 140.00 63.00 126.00 303,236.00

341.00 4,092.00 317.00 15,216.00 19,308.00

322,544.00 48,382.00 370,926.00

10,164.00 30,492.00

3,068.00 9,204.00 7,200.00 21,600.00

980.00 2,940.00 70.00 280.00 85.00 1,020.00

Page 27 of 261

3,686.00 3,686.00

10,164.00 20,328.00

4,838.00 9,676.00 7,200.00 14,400.00

980.00 1,960.00 70.00 420.00 85.00 2,040.00

3,686.00 3,686.00 230.00 920.00 900.00 90.00 850.00 170.00 240.00 240.00

65.00 130.00 123,282.00

341.00 1,364.00 366.00 1,464.00 317.00 2,536.00 5,364.00

2,160.00 6,480.00 6,480.00 135,126.00

20,269.00 155,395.00

230.00 230.00 900.00 90.00 850.00 170.00 165.00 165.00

86.00 86.00 265.00 265.00

16,400.00 16,400.00

1,013.00 1,013.00

288.00 288.00 537.00 537.00

15.00 15.00

52.00 52.00

145.00 73.00 115.00 115.00 140.00 140.00 105.00 105.00

14.00 14.00 19,758.00

Page 28 of 261

366.00 732.00

366.00 732.00

341.00 682.00

317.00 1,268.00 3,414.00

2,160.00 2,160.00 2,160.00 25,332.00

16,400.00 16,400.00

288.00 288.00 1,520.00 1,520.00

537.00 537.00 15.00 15.00

265.00 265.00 230.00 230.00 900.00 90.00 850.00 170.00 165.00 165.00

86.00 86.00 115.00 115.00 140.00 140.00 105.00 105.00

14.00 14.00 145.00 73.00

52.00 52.00 20,265.00

366.00 732.00

341.00 682.00

317.00 1,268.00 2,682.00

2,160.00 4,320.00 4,320.00 27,267.00 52,599.00

7,890.00 60,489.00

460.00 5,520.00

700.00 2,800.00

Page 29 of 261

1,170.00 2,340.00 1,890.00 3,780.00 3,000.00 1,500.00 367.00 1,468.00 37.00 592.00 22.00 176.00 364.00 4,368.00 54.00 8,964.00 13,332.00

341.00 5,456.00 317.00 20,288.00 25,744.00

500.00 8,000.00 60.00 3,840.00 120.00 600.00 12,440.00

51,516.00 7,727.00 59,243.00

440.00 2,640.00 520.00 6,240.00 279.00 279.00

28.00 56.00 14.00 28.00 9,243.00

366.00 1,830.00 317.00 6,340.00 8,170.00

17,413.00 2,612.00 20,025.00

Php 20,025.00

780.00 3,120.00 2,334.00 28,008.00 3,686.00 7,372.00 1,706.00 3,412.00 230.00 10,810.00 900.00 1,800.00 850.00 3,400.00 450.00 9,000.00

Page 30 of 261

240.00 11,280.00 52.00 312.00 65.00 325.00 78,839.00

341.00 1,705.00 317.00 6,340.00 8,045.00

86,884.00 8,688.00 95,572.00

7,200.00 72,000.00 388.00 3,104.00 813.00 3,252.00 1,780.00 3,560.00 450.00 900.00 165.00 330.00 65.00 65.00 1,100.00 12,100.00 353.00 2,118.00 39.00 6,240.00 230.00 460.00 900.00 90.00 850.00 170.00 20.00 420.00 750.00 750.00 70.00 70.00 63.00 63.00

7,200.00 43,200.00 388.00 1,552.00 813.00 3,252.00 1,780.00 3,560.00 450.00 900.00 165.00 330.00 65.00 65.00 1,100.00 8,800.00 353.00 1,412.00 39.00 4,680.00 230.00 460.00 900.00 90.00 850.00 170.00 20.00 420.00 750.00 750.00 70.00 70.00 63.00 63.00

7,200.00 21,600.00

Page 31 of 261

388.00 776.00 813.00 3,252.00 1,780.00 3,560.00 450.00 900.00 165.00 330.00 65.00 65.00 1,100.00 1,100.00 353.00 706.00 39.00 1,716.00 230.00 460.00 900.00 90.00 850.00 170.00 20.00 420.00 750.00 750.00 70.00 70.00 63.00 63.00

7,200.00 122,400.00 388.00 6,208.00 813.00 3,252.00 1,780.00 3,560.00 450.00 900.00 165.00 330.00 65.00 65.00 1,100.00 15,400.00 353.00 2,824.00 39.00 8,424.00 230.00 460.00 900.00 90.00 850.00 170.00 20.00 420.00 750.00 750.00 70.00 70.00 63.00 63.00

7,200.00 57,600.00 388.00 2,716.00 813.00 3,252.00 1,780.00 3,560.00 450.00 900.00 165.00 330.00 65.00 65.00 1,100.00 5,500.00 353.00 1,059.00 39.00 3,120.00 230.00 460.00 900.00 90.00 850.00 170.00 20.00 420.00 750.00 750.00 70.00 70.00 63.00 63.00

Page 32 of 261

7,200.00 28,800.00 388.00 1,164.00 813.00 3,252.00 1,780.00 3,560.00 450.00 900.00 165.00 330.00 65.00 65.00 1,100.00 3,300.00 353.00 706.00 39.00 1,404.00 230.00 460.00 900.00 90.00 850.00 170.00 20.00 420.00 750.00 750.00 70.00 70.00 63.00 63.00 502,509.00

896.00 896.00 58.00 1,392.00 145.00 290.00 52.00 520.00 440.00 440.00 520.00 1,040.00 279.00 279.00 28.00 56.00 14.00 28.00 4,941.00

366.00 8,784.00 317.00 30,432.00 39,216.00

2,160.00 32,400.00 32,400.00 579,066.00 86,860.00 665,926.00

Php 761,498.00

317.00 88,760.00 88,760.00 88,760.00 8,876.00 97,636.00

S U M M A R Y

Page 33 of 261

Php - #REF!

Php - Php 133,620.00

Php 232,685.00 Php 16,912.00 Php 9,477,816.00 Php 189,907.00 Php 268,364.00 Php 250,505.00 Php 370,926.00 Php 155,395.00 Php 60,489.00 Php 59,243.00 Php 20,025.00 Php 761,498.00 Php 97,636.00

#REF!

Submitted by:

MARLI P. ACOSTA-DE FIESTA Officer-In-Charge Planning & Design Division

Recommending Approval for Project Implementation:

ALEJO S. ROJAS, JR. Assistant General Manager for Operations

Republic of the Philippines

ZAMBOANGA CITY WATER DISTRICT


PROJECT TITLE:

LOCATION: ZAMBOANGA CITY

BREAKDOWN OF EXPENDITURES % OF TOTAL AMOUNT

I-ESTIMATED COST A. DIRECT COST:

1. Mobilization/Demobilization #REF! #REF! 2. Environmental Compliance and Permits #REF! #REF! 3. Materials #REF! #REF! 4. Labor (including fringe benefits) #REF! #REF! 5. Equipment Expenses #REF! #REF!

B. INDIRECT COST: 1. Overhead, Contingency, Miscellaneous #REF! #REF! 2. Profit 3. Comprehensive All Risk In surance 4. Value Added Tax (12% od EDC, OCM & Profit) 5. Material Testing (7% of 1% of OCM)

SUB-TOTAL (CONTRACT COST) II-ESTIMATED GOVERNMENT EXPENDITURES

1. Engineering & Administrative Overhead #REF! #REF! 2. POW/Site Acquisition/Pre-Engineering 3. Materials to be Furnished by the Government 4. Materials Quality Control & Hydrology (MQCH) 5. Retention for RO & C.O.

SUB-TOTAL III-CONTINGENCIES/RESERVED:

1. Physical (up tom 5% of the Estimated Contract Cost) 2. Price Escalation (up to 12% of the Estimated Contract Cost) #REF! #REF! 3. Preliminary Engineering

TOTAL ESTIMATED PROJECT COST #REF!

Prepared & Designed By: Checked & Reviewed By:

MARK BENEDICT C. REYES EDITO M. BAUTISTA, JR.

Senior Engineer A (M.E.) - J.O. Officer-In-Charge

Design Division

Approved By: Recommencding Project Implementation:

Approved Project Implementation:

MARLI P. ACOSTA- DE FIESTA ARNULFO A. ALFONSO

Officer-In-Charge OIC - Head, Technical Services Group

Engineering Department

LEONARDO REY D. VASQUEZ

General Manager A

SUPPLY, INSTALLATION, TESTING & COMMISSIONING OF ONE (1) LOT FIRE SPRINKLER SYSTEM FOR PROPOSED SECOND FLOOR RENOVATION

Dumalon Ground Tank_Final



INDIVIDUAL PROGRAM OF WORK

5/10/2014 DATE

PROJECT/LOCATION OF PROJECT: APPROPRIATE : #REF! SOURCE OF FUND : ISSUED OBLIGATE : AUTHORITY RELE : CALENDAR DAYS

PROJECT CATEGORY: TO COMPLETE : ELECTROMECHANICAL EQUIPMENT DESIRABLE STARTING DATE : upon Approval

CONTRACT / / ADMINISTRATION / X / PROJECT DESCRIPTION:

Construction of Modular Ground Tank at Brgy. Baluno & Sitio Bandera Brgy. Dulian

MINIMUM EQUIPMENT REQUIREMENT TECHNICAL PERSONNEL REQUIRED

Description No. Description No. Description No. Description No.

One-Bagger Mixer 4 Welding Machine 4 Construction Fore 2

Concrete Vibrator 4 Pipefiter 2

Power Saw 1 Carpenter 4

Tamper Rammer 2 Mason 4

Bar Bender 4 Steelman 4

Bar Cutter/Cut-Off Saw 4 Painter 4

Hauling Truck/Cargo Tru 4 Welder 2

Water Truck 2 Plumber 2

Tile Cutter/Angular Grind 4 Laborers 16

ESTIMATED COST OF PROPOSED PROJECTS

ITEM NO. DESCRIPTION UNIT QTY.

DIRECT COST

ADJUSTED UNIT TOTAL

SPL - 5 ### cu.m. 310.00 ### 969.66 789.79

SPL - 5 SUPPLY, INSTALLATION, OF FIRE SPRINKLER SUPPLY PIPES, FITTINGS AND PENDENT TYPE ### cu.m. 1.00 ### ### 614,560.58

SPL - 6 SUPPLY, INSTALLATION, TESTING & COMMISSIONING OF 2 LOTS SOFTSTARTER CONTROL P ### #REF! 1.00 ### ### 336,887.76

Err:509 SUPPLY, INSTALLATION, TESTING & COMMISSIONING OF 15 UNITS SMOKE ALARM DETECTO ### #REF! Err:509 47,670.00 Err:509 Err:509

Err:509 SUPPLY & INSTALLATION OF STATIC MIXER TANK ### #REF! Err:509 ### Err:509 Err:509

Err:509 SUPPLY & INSTALLATION OF CHEMICAL TANK & DOSING PUMP ### #REF! Err:509 ### Err:509 Err:509

Err:509 SUPPLY OF CHEMICALS FOR TESTING & COMMISSIONING ### #REF! Err:509 ### Err:509 Err:509

Err:509 SUPPLY, INSTALLATION, TESTING & COMMISIONING OF PROGRAMMABLE LOGIC CONTROLLE ### #REF! Err:509 ### Err:509 Err:509

Err:509 ### ### Err:509 Err:509 Err:509 Err:509 TOTAL ### Err:509

Prepared By: Checked & Reviewed By:

EDITO M. BAUTISTA, JR. MARLI P. ACOSTA- DE FIESTA

Officer-In-Charge Officer-In-Charge

Planning & Development Section Planning & Design Division

MARK BENEDICT C. REYES Senior Engineer A (M.E.) - J.O.

FELIX FEDERICO N. MENDOZA III Senior Engineer A (E.E.) - J.O.

Approved By: Recommencding Project Implementation: Approved Project Implementation:

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

Officer-In-Charge Head, Technical Services Group General Manager A

Engineering Department

SUPPLY, INSTALLATION, TESTING & COMMISSIONING OF ONE (1) LOT FIRE SPRINKLER SYSTEM FOR PROPOSED SECOND FLOOR RENOVATION

% OF TOTAL UNIT

COST SUPPLY, INSTALLATION, TESTING & COMMISSIONING VERTICAL MULTI STAGE

CENTRIFUGAL PUMP WITH MOTOR

DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:

Item No./Description: SPL-3

Unit of Measurement: cu.m.

Output per day: 1.00 lot/day

Quantity: 1.00 lot

Designation No. Person No. of Days Daily Rate Amount

A. Labor

a. Construction Foreman 1 4.00 524.00 2,096.00

b. Welder 1 4.00 394.00 1,576.00

c. Skilled worker 2 1.00 366.00 732.00

d. Laborer 10 4.00 317.00 12,680.00

Sub-Total for A P 17,084.00

Name and Capacity No. of Units No. of Days Daily Rate Amount

B. Equipment

a. Welding Machine 1 4.00 3128.00 12,512.00

b. Industrial Oxygen Cyl. 3 4.00 750.00 9,000.00

c. Acetylene Cyl. Content 2 4.00 1500.00 12,000.00

Sub-Total for B P 33,512.00

C. Total (A+B) 50,596.00 D. Output per hour = 1.00 lot/day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materials

a. Vertical Multi-Stage Centrifugal Pump, Efficiency within 67%, 1 unit 250,000.00 250,000.00

cast-iron pump head & motor stool, stainless steel impeller/shaft,

diamond polished tungsten carbide mechanical shaft seal,

design for 120 °C max. temperature, vertically coupled to a totally

enclosed fan cooled 5 Hp electric motor, pump should be capable

of delivering 37.42 m3/hr (165 GPM) against 34 meters (111.52 Ft.) TDH,

65mmØ pump suction & discharge diameters, with 2 pieces steel

mating flanges that match the pump suction/discharge

flange, together with the desired size Stainless Steel Bolts

with nuts/washers and 1/4" thick rubber gaskets.

b. 30 Hp, three-phase, 230 VAC, 60 Hz., 3500 RPM Electric Motor

Sub-Total for E P 250,000.00

F. Direct Cost (C+E) 300,596.00

G. Overhead, Contingencies & Miscellaneous 6% per D.O. 29 s 2011 18,035.76

H. Contractor's Profit (CP) 0% per D.O. 29 s 2011 -

SUPPLY, INSTALLATION, TESTING & COMMISSIONING OF ONE (1) LOT FIRE SPRINKLER SYSTEM FOR

PROPOSED SECOND FLOOR RENOVATION

SUPPLY, INSTALLATION, TESTING & COMMISSIONING VERTICAL MULTI STAGE CENTRIFUGAL PUMP WITH MOTOR

I. Value Added Tax (VAT) 0% per D.O. 29 s 2011 -

J. Total Cost 318,631.76

k. Total Unit Cost 318,631.76


PROJECT NAME: ZCWD THIRD FLOOR OFFICE RENOVATION

Item No./Description: SPL - 6 Supply, Installation,testing & commissionng of 1 unit 30 HP centrifugal horizontal/

Unit of Measurement: unit vertical with complete accessories

Output per day: 0.50 unit/day

Quantity: 1.00 unit


A. Labor

a. Construction Foreman 1 2 524.00 1,048.00

b. Master Electrician 1 2 366.00 732.00

c. Laborer 2 2 317.00 1,268.00



B. Equipment

a. Welding Machine 1 2 3,128.00 6,256.00


C. Total (A+B) 9,304.00 D. Output per hour = 0.50 unit/day


E. Materials

a. Horizontal/Vertical Multi-Stage Centrifugal Pump, Efficiency within 67% 1.00 unit 250,000.00 250,000.00

of delivering 68.13 m3/hr (300 GPM) against 70 meters (230 Ft.) TDH,

10mmØ pump suction & discharge diameters, with 2 pieces steel

mating flanges that match the pump suction/discharge

flange, together with the desired size Stainless Steel Bolts

with nuts/washers and 1/4" thick rubber gaskets w/

30 Hp, three-phase, 230 VAC, 60 Hz., 3500 RPM Electric Motor




H. Contractor's Profit (CP) 10% per D.O. 29 s 2011 25,930.40

I. Value Added Tax (VAT) 12% per D.O. 29 s 2011 36,095.12





Item No./Description: SPL - 8



Quantity: 30.00 unit


A. Labor


b. Welder 2 15.00 394.00 11,820.00

c. Skilled worker 10 1.00 366.00 3,660.00

d. Laborer 5 15.00 317.00 23,775.00



B. Equipment







E. Materials

a. Main Circuit Breaker 230 VAC, 60A, 3-Phase, 60Hz. 2.00 LOTS 200,000.00 400,000.00

Automatic Combination Motor Soft Starter with By-Pass

Magnetic Contactor & Thermal Overload Relay (15A-23A)

control system 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,

Electronic Power-on/Delay timer, Start and stop push buttons

with pilot lights, Faults Indicator, Tank Liquid level controller

type LH/RH with electrodes & cables, Automatic and manual

selector switch, Ammeter, Voltmeter, H-O-A Selector Switch,

Lightning Arrester, Desired molded case circuit breakers

& contactor all in NEMA 3R bolt-on-type Steel double

shielding enclosure. 20 meters of (5.5mm²) #10/3 double

jacketed electrical motor cable (10 meters for each pumping unit).

Two (02) rolls each of #23 & #33 Rubber & electrical tapes.



G.Overhead, Contingencies & Miscellaneous 6% per D.O. 29 s 2011 34,367.10




SUPPLY, INSTALLATION, TESTING & COMMISSIONING OF 2 LOTS SOFTSTARTER CONTROL PANEL WITH ACCESSORIES




Item No./Description: SPL - 23 REINFORCING STEEL BAR, GRADE 33 (BALUNO GUARD HOUSE)

Unit of Measurement: kgs.

Output per day: 1,440.00 kg./day

Quantity: 659.83 kgs.


A. Labor

a. Construction Foreman 1 0.46 873.52 400.26

b. Steelman 2 0.46 366.00 335.41

c. Laborer 8 0.46 317.00 1,162.04



B. Equipment

a. Bar Bender 1 0.23 300.00 68.73

b. Bar Cutter 1 0.23 300.00 68.73

c. Cargo Truck (10T, 270 Hp) 1 0.07 8816.00 605.95

Sub-Total for B P 743.41

C. Total (A+B) 2,641.12 D. Output per hour = 1,440.00 kg./day


E. Materials

a. 274.92 kgs. 40.50 11,134.26

b. 240.30 kgs. 40.50 9,732.15

c. 144.61 kgs. 40.50 5,856.79

d. #16 G.I. Tie Wire 13.00 kgs. 65.00 845.00







k. Total Unit Cost 48.53



Item No./Description: SPL - 24 PLUMBING WORKS (BALUNO GUARD HOUSE)

*16mmØ x 6.00m Deformed Reinforced Steel Bar



*All sizes referred herein should mean commercially avaiable measurements with tolerance of ± 1mm.

Unit of Measurement: lot


Quantity: 1.00 lot


A. Labor

a. Plumber 1 0.25 873.52 218.38

b. Laborer 1 0.25 366.00 91.50

Sub-Total for A P 309.88


B. Equipment

Sub-Total for B P -

C. Total (A+B) 309.88 D. Output per hour = 4.00 lot/day


E. Materials

a. 50mmØ x 3.00m. PVC Sanitary Pipe Series 1000 2.00 pcs. 483.00 966.00

b. 3.00 pcs. 37.00 111.00

c. 50mmØ PVC Coupling, Series 1000 2.00 pcs. 16.00 32.00

d. PVC Solvent Cement 1.00 qrt. 460.00 460.00

e. 100mm x 100mmStainless Floor Drain 1.00 pc. 110.00 110.00



G.Overhead, Contingencies & Miscellaneous 6% per D.O. 29 s 2011 119.33







Item No./Description: SPL - 25 STRUCTURAL CONCRETE CLASS A (BALUNO GUARD HOUSE)


Output per day: 11.20 cu.m./day

Quantity: 2.96 cu.m.


A. Labor

50mmØ x 900 PVC Sanitary Elbow, Series 1000


b. Skilled Laborer 4 0.26 366.00 386.59

c. Laborer 8 0.26 317.00 669.66

Installation of Formworks

a. Skilled Worker 2 1.06 366.00 773.18

b. Laborer 4 1.06 317.00 1,339.33



B. Equipment

a. One Bagger Mixer (w/ Fuel) 1 0.26 1,376.00 363.35

b. Concrete Vibrator (w/ Fuel) 1 0.26 972.00 256.67

c. Water Truck (1000 gal.) 1 0.03 8,520.00 224.98


C. Total (A+B) 4,244.41 D. Output per hour = 11.20 cu.m./day


E. Materials

a. 5.00 shts. 800.00 4,000.00

b. 2" x 2" x 10' Coco Lumber 58.00 bd.ft. 20.00 1,160.00

c. 2" x 3" x 10' Coco Lumber 90.00 bd.ft. 20.00 1,800.00

d. 4" C.W. Nail 1.00 kg. 53.00 53.00

e. 3" C.W. Nail 0.50 kg. 55.00 27.50

f. 1-1/2" C.W. Nail 0.50 kg. 60.00 30.00

g. Portland Cement 27.00 bags 260.00 7,020.00

h. Washed Sand 1.50 cu.m. 1,260.00 1,891.64

i. Gravel 3.00 cu.m. 1,050.00 3,152.73










Item No./Description: SPL - 26 MASONRY WORKS (BALUNO GUARD HOUSE)

Unit of Measurement: sq.m.

Output per day: 8.00 sq.m./day

Quantity: 17.53 sq.m.


A. Labor

a. Skilled Laborer 1 2.19 366.00 802.00

b. Laborer 2 2.19 317.00 1,389.25

*12mm Thk x 1.20m x 2.40m Ordinary Plywood




B. Equipment

a. One Bagger Mixer (w/ Fuel) 1 2.19 1,376.00 3,015.16

b. Bar Cutter 1 2.19 300.00 657.38


C. Total (A+B) 5,863.79 D. Output per hour = 8.00 sq.m./day


E. Materials

a. 150mm x 200mm x 400mm CHB (LB) 41.00 pcs. 19.00 779.00

b. 100mm x 200mm x 400mm CHB (NLB) 184.00 pcs. 14.00 2,576.00

c. Portland Cement 11.00 bags 260.00 2,860.00

d. Washed Sand 0.75 cu.m. 1,260.00 945.00

e. *10mm.Ø x 6.00m Deformed Reinf. Steel Bar 48.20 kgs. 40.50 1,952.26

f. #16 G.I. Tie Wire 1.00 kg. 65.00 65.00










Item No./Description: SPL - 27 PLASTERING WORKS (BALUNO GUARD HOUSE)





A. Labor

a. Skilled Laborer 2 3.25 366.00 2,379.00

b. Laborer 2 3.25 317.00 2,060.50





B. Equipment

N.A.

Sub-Total for B P -



E. Materials

a. Portland Cement 15.00 bags. 260.00 3,900.00

b. Fine Sand 1.00 cu.m. 1,400.00 1,400.00










Item No./Description: SPL - 28 TILE WORKS (BALUNO GUARD HOUSE)





A. Labor


b. Laborer 1 0.43 317.00 135.68



B. Equipment

a. Tile Cutter/Angular Grinder 1 0.43 300.00 128.40


C. Total (A+B) 420.72 D. Output per hour = 5.00 sq.m./day


E. Materials

a. 400mm x 400mm Granite Tiles 14.00 pcs. 126.00 1,764.00

b. Tile Adhesive (25Kg/Bag) 1.00 bag 284.00 284.00

c. Tile Grout (2 Kg./Pack) 1.00 bag 58.00 58.00










Item No./Description: SPL - 29 CARPENTRY WORKS (BALUNO GUARD HOUSE)



Quantity: 1.00 lot


A. Labor

a. Skilled Worker 1 6.06 394.00 2,387.88

b. Laborer 1 6.06 317.00 1,921.21



B. Equipment

a. Bar Cutter 1 0.61 300.00 181.82

b. Welding Machine 1 0.61 2,160.00 1,309.09




E. Materialsa. 1.00 unit 4,000.00 4,000.00

b. 2.00 units 900.00 1,800.00

c. Chrome Heavy Duty Door Knob w/ complete accessories 1.00 unit 800.00 800.00

d. 4" x 3" Loose Pin Hinges w/ Screw 4.00 pcs. 140.00 560.00

e. 4" C.W. Nail 0.50 kg. 53.00 26.50

Fabrication of Cabinet

a. Round Cabinet Handle (Chrome) 4.00 pcs. 120.00 480.00

b. Cabinet Lock (Chrome) 2.00 pcs. 200.00 400.00

Pre-Fab 0.60m x 2.10m Flash Type Door, 50mm x 100mm Mahogany Wood Door Frame w/ 6mm Thk Marine Plywood Sheeting & w/ 50mm x 100mm Mahogany Wood Door Jamb

Pre-Fab 0.60m x 1.165m 1-Pannel Window Jamb, 50mm x 150mm Mahogany Wood

c. Cabinet Concealed Hinges w/ Screw 8.00 pcs. 65.00 520.00

d. 1" x 2" x 8' Laua-an Lumber 1.33 bd.ft. 32.00 42.67

e. 2" x 2" x 8' Laua-an Lumber 2.67 bd.ft. 32.00 85.33

f. 2" x 3" x 10' Laua-an Lumber 10.00 bd.ft. 32.00 320.00

g. 1" x 6" x 8' Laua-an Lumber 4.00 bd.ft. 32.00 128.00

h. 19mm Thk x 1.20m x 2.40m Marine Plyboard 4.00 shts. 1,551.00 6,204.00

i. 6mm Thk x 1.20m x 2.40m Marine Plyboard 1.00 sht. 684.00 684.00

j. 6mm Thk x 50mm x 50mm x 6.00m M.S. Angle Bar 2.00 pcs. 1,050.00 2,100.00

k. Ga. 16 x 1.20m x 2.40m G.I. Sheet 1.00 sht. 2,500.00 2,500.00

l. Welding Rod (6011) 0.50 kg. 151.00 75.50

m. 3" C.W. Nail 1.00 kg. 55.00 55.00

n. 1" C.W. Finishing Nail 1.00 kg. 75.00 75.00










Item No./Description: SPL - 30 STEEL WORKS (BALUNO GUARD HOUSE)



Quantity: 1.00 lot


A. Labor

a. Welder 1 2.00 394.00 788.22

b. Laborer 1 2.00 317.00 634.18



B. Equipment

a. Welding Machine 1 1.00 2,160.00 2,160.61

b. Cut-Off Saw/Bar Cutter 1 1.00 300.00 300.09




E. Materials

a. 10mm x 10mm x 6.00m M.S. Square Bar 1.00 pc. 210.00 210.00

b. 12mm x 12mm x 6.00m M.S. Square Bar 4.00 pcs. 268.00 1,072.00

c. 6mm Thk x 50mm x 6.00m M.S. Flat Bar 2.00 pcs. 894.00 1,788.00

d. Hacksaw Blade 4.00 pcs. 65.00 260.00

e. 6011 Welding Rod 8.00 kgs 151.00 1,208.00










Item No./Description: SPL - 31 GLASS WORKS (BALUNO GUARD HOUSE)



Quantity: 1.00 lot


A. Labor

N.A.

Sub-Total for A P -


B. Equipment

N.A.

Sub-Total for B P -

C. Total (A+B) - D. Output per hour = 1.00 lot/day


E. Materials

a. Supply & Installation of 5.5 mm Thk x 13 Blades x 0.60m 2.00 sets 800.00 1,600.00

width Smoke Glass Jalousies w/ Aluminum Holder










Item No./Description: SPL - 32 WATERPROOFING WORKS (BALUNO GUARD HOUSE)


Output per day: sq.m.day



A. Labor

N.A.

Sub-Total for A P -


B. Equipment

N.A.

Sub-Total for B P -

C. Total (A+B) - D. Output per hour = 0.00 sq.m.day


E. Materials

a. Bituminous Membrane Polyester Reinforced Waterproofing 2.90 sq.mtr. 1,000.00 2,900.00










Item No./Description: SPL - 33 PAINTING WORKS (BALUNO GUARD HOUSE)

Unit of Measurement: sq.




A. Labor

a. Construction Foreman 2.00 5.91 873.52 10,332.76

b. Painter 2.00 5.91 394.00 4,660.58

c. Laborer 2.00 5.91 317.00 3,749.75



B. Equipment

N.A.

Sub-Total for B P -



E. Materials

a. Concrete Neutralizer 1.00 gals. 520.00 520.00

b. Solvent Based Acrylic Paint Primer 5.00 gals. 882.00 4,410.00

c. Solvent Based Acrylic Cast 5.00 gals. 520.00 2,600.00

d. Solvent Based Acrylic Paint Top Coat White Gloss 10.00 gals. 1,029.00 10,290.00

e. Solvent Based Acrylic Reducer 4.00 gals. 452.00 1,808.00

f. Body Filler w/ Hardener 1.00 gals. 546.00 546.00

g. #150 Sand Paper 2.00 doz. 151.00 302.00

h. #120 Sand Paper 2.00 doz. 151.00 302.00

i. Raw Sienna Tinting Color for Solvent Based Acrylic Paint 3.00 pints 105.00 315.00

j. Thalo Blue Tinting Color for Solvent Based Acrylic Paint 1.00 pint. 105.00 105.00

k. Lamp Black Tinting Color for Solvent Based Acrylic Paint 1.00 pint. 105.00 105.00

l. Red Oxide Metal Primer 1.00 gal. 570.00 570.00

m. Quick Dry Enamel (Royal Blue) 1.00 gal. 724.00 724.00

n. Paint Thinner 1.00 gal. 346.00 346.00

o. Baby Roller 1.00 set. 58.00 58.00

p. 2" Steel Brush 1.00 pc. 22.00 22.00

q. 3" Paint Brush 1.00 pc. 33.00 33.00

r. 2" Paint Brush 1.00 pc. 27.00 27.00

s. Paint Tray 1.00 pc. 30.00 30.00










Item No./Description: SPL - 7 SUPPLY, INSTA

Unit of Measurement: set

Output per day: 5.00 set/day

Quantity: 15.00 sets


A. Labor


b. Master Electrician 1 3 366.00 1,098.00

Sub-Total for A 2,670.00


B. Equipment

N/A

Sub-Total for B -

C. Total (A+B) 2,670.00 D. Output per hour = 5.00 set/day


E. Materials

a. Smoke alarm detector 15 set 3,000.00 45,000.00

Sub-Total for E 45,000.00



H. Contractor's Profit (CP) 10% per D.O. 29 s 2011 4,767.00

I. Value Added Tax (VAT) 12% per D.O. 29 s 2011 6,635.66





Item No./Description: SPL - 10 SUPPLY & INSTA

Unit of Measurement: LOT

Output per day: 1.00 LOT/DAY

Quantity: 1.00 LOT


A. Labor


b. Skilled worker 1 1.00 366.00 366.00

c. Laborer 5 1.00 317.00 1,585.00

Sub-Total for A 1,585.00


B. Equipment




Sub-Total for B 125,670.00

C. Total (A+B) 127,255.00 D. Output per hour =


E. Materials

a. 50,000.00

Sub-Total for E -









Item No./Description: SPL - 11 SUPPLY & INSTALLA


Output per day: 1.00 LOT/DAY Quantity: 1.00 LOT

Designation No. Person No. of Days

A. Labor

a. Construction Foreman 1 1.00

b. Skilled worker 1 1.00

c. Laborer 2 1.00

Sub-Total for A

Name and Capacity No. of Units No. of Days

B. Equipment

n/a

Sub-Total for B

C. Total (A+B)D. Output per hour =

Name and Specifications Quantity Unit

E. Materials

a. 700 gallon high density cross linked 3.00 units

polyethylene storage tank with two

inch fill line with quick connect to container exterior.

b. solenoid driven chemical metering 3.00 units

pump

Sub-Total for E

F. Direct Cost (C+E)

G. Overhead, Contingencies & Miscellaneous 6%

H. Contractor's Profit (CP) 0%

I. Value Added Tax (VAT) 0%

J. Total Cost

k. Total Unit Cost


ZCWD THIRD FLOOR OFFICE RENOVATION

No. of Days Daily Rate Amount

1.00 524.00 524.00

1.00 366.00 366.00

1.00 317.00 634.00

634.00


-

634.00

Unit Unit Cost Amount

units 50,000.00 150,000.00

units 100,000.00 300,000.00

450,000.00

450,634.00

per D.O. 29 s 2011 27,038.04

per D.O. 29 s 2011 -

per D.O. 29 s 2011 -

477,672.04

477,672.04



Item No./Description: SPL - 12 SUPPLY OF CHEMIC




A. Labor

c. Laborer 2 1.00

Sub-Total for A


B. Equipment

n/a

Sub-Total for B



E. Materials

a. POLY ALUMINUM CHLORIDE 10.00 drums

B. SODIUM HYPOCHLORITE

C. CHLORINE 20.00 pail

Sub-Total for E





J. Total Cost

k. Total Unit Cost




1.00 317.00 634.00

-


-

-


drums 8,000.00 80,000.00

pail 8,500.00 170,000.00

250,000.00

250,000.00

per D.O. 29 s 2011 15,000.00

per D.O. 29 s 2011 -

per D.O. 29 s 2011 -

265,000.00

265,000.00



Item No./Description: SPL - 12 SUPPLY, INSTALLATI




A. Labor

a. Construction foreman 1 2.00

b. Skilled worker 1 2.00

c. Laborer 2 2.00

Sub-Total for A


B. Equipment

n/a

Sub-Total for B



E. Materials

a. PROGRAMMABLE LOGIC CONTROLLER 1.00 unit

(PLC) W/ COMPLETE ACCESSORIES

Sub-Total for E





J. Total Cost

k. Total Unit Cost




2.00 524.00 1,048.00

2.00 366.00 732.00

2.00 317.00 1,268.00

1,268.00


-

1,268.00


unit 300,000.00 300,000.00

300,000.00

301,268.00

per D.O. 29 s 2011 18,076.08

per D.O. 29 s 2011 -

per D.O. 29 s 2011 -

319,344.08

319,344.08


PROJECT NAME: #REF!

Item No./Description: SPL - 14 STRUCTURE EXCAVATION (BALUNO FENCE)





A. Labor

a. Laborer 8 3.43 317.00 8,689.32



B. Equipment

N.A.

Sub-Total for B P -



E. Materials

N.A.

Sub-Total for E P -


G. Overhead, Contingencies & Miscellaneous 6% per D.O. 29 s 2011 521.36






PROJECT NAME: #REF!

Item No./Description: SPL - 15 REINFORCING STEEL BAR, GRADE 33 (BALUNO FENCE)



Quantity: 1,940.10 kgs.


A. Labor


b. Steelman 2 1.35 366.00 986.22

c. Laborer 8 1.35 317.00 3,416.73



B. Equipment

a. Bar Bender 1 0.67 300.00 202.09

b. Bar Cutter 1 0.67 300.00 202.09

c. Cargo Truck (10T, 270 Hp) 1 0.20 8816.00 1,781.66




E. Materials

a 1,023.84 kgs. 40.50 41,465.52

b. *12mmØ x 6.00m Def. Reinforcing Steel Bars 320.40 kgs. 40.50 12,976.20

c. *10mmØ x 6.00m Def. Reinforcing Steel Bars 595.86 kgs. 40.50 24,132.37

d. #16 G.I. Tie Wire 39.00 kgs. 65.00 2,535.00






*16mmØ x 6.00m Def. Reinforcing Steel Bars





PROJECT NAME: #REF!

Item No./Description: SPL - 16 STRUCTURAL CONCRETE CLASS A (BALUNO FENCE)





A. Labor


b. Skilled Laborer 4 1.32 366.00 1,929.34

c. Laborer 8 1.32 317.00 3,342.09


a. Skilled Worker 2 5.27 366.00 3,858.69

b. Laborer 4 5.27 317.00 6,684.17



B. Equipment


b. Concrete Vibrator (w/ Fuel) 1 1.32 972.00 1,280.96

c. Water Truck (1000 gal.) 1 0.13 8,520.00 1,122.81




E. Materials

a. *12mm Thk. x 1.20m x 2.40m Ordinary Plywood 18.00 shts. 800.00 14,400.00



d. 2" x 2" x 10' Coco Lumber 197.00 bd.ft. 20.00 3,940.00

e. 4" C.W. Nails 3.00 kgs. 65.00 195.00

f. 3" C.W. Nails 2.00 kgs. 65.00 130.00

g. 1-1/2" C.W. Nails 2.50 kg. 65.00 162.50

h. Portland Cement 133.00 bags 260.00 34,580.00

i. Washed Sand 7.00 cu.m. 1,260.00 8,820.00

j. Gravel 14.00 cu.m. 1,050.00 14,700.00










PROJECT NAME: #REF!

Item No./Description: SPL - 17 MASONRY WORKS (BALUNO FENCE)





A. Labor


b. Laborer 2 10.06 317.00 6,376.46



B. Equipment


b. Bar Cutter 1 10.06 300.00 3,017.25




E. Materials

a. Portland Cement 48.00 bags 260.00 12,480.00

b. Washed Sand 4.00 cu.m. 1,260.00 5,040.00

c. 100mm thk Concrete Hollow Blocks (NLB) 892.00 pcs. 14.00 12,488.00

d. 150mm thk Concrete Hollow Blocks (LB) 143.00 pcs. 19.00 2,717.00

e. *10mmØ x 6.00m Def. Reinforcing Steel Bars 212.82 kgs. 40.50 8,619.21

f. #16 G.I. Tie Wire 4.00 kgs. 65.00 260.00










PROJECT NAME: #REF!

Item No./Description: SPL - 18 PLASTERING WORKS (BALUNO FENCE)





A. Labor


b. Laborer 2 12.61 317.00 7,991.57



B. Equipment

N.A.

Sub-Total for B P -



E. Materials


b. Fine Sand 3.25 cu.m. 1,400.00 4,550.00









PROJECT NAME: #REF!

Item No./Description: SPL - 19 STEEL WORKS (BALUNO FENCE)



Quantity: 1.00 lot


A. Labor

a. Welder 2 25.00 394.00 19,700.00

b. Laborer 2 25.00 317.00 15,850.00



B. Equipment

a. Welding Machine w/ Cutting Outfit 1 12.50 2,160.00 27,000.00

b. Cut-Off Saw 1 12.50 300.00 3,750.00




E. Materials

a. 50mmØ x 6.0m G.I. Pipe. (ASTM A53 90A-Heavy Gauge S 16.00 pcs. 3,032.00 48,512.00

b. *6mm thk x 38mm x 6.00m M.S. Flat Bar 16.00 pcs. 483.00 7,728.00

c. *10mmØ x 6.0m M.S. Plain Round Bar 10.00 pc. 210.00 2,100.00

d. *12mm x 12mm x 6.00m M.S. Square Bar 70.00 pcs. 268.00 18,760.00

e. #4 x 50mm Mesh x 1.20m x 2.40m B.I. Steel Matting 27.00 pcs. 1,260.00 34,020.00

f. 6011 Welding Rod 15.00 kgs. 151.00 2,265.00

g. Industrial Oxygen (Content) 2.00 cyls. 750.00 1,500.00

h. Acetylene (Content) 1.00 cyl. 1,500.00 1,500.00









PROJECT NAME: #REF!

Item No./Description: SPL - 20 PAINTING WORKS (BALUNO FENCE)





A. Labor


b. Painter 2.00 14.21 394.00 11,199.36

c. Laborer 2.00 14.21 317.00 9,010.65



B. Equipment

N.A.

Sub-Total for B P -



E. Materials



c. Solvent Based Acrylic Paint Top Coat (White Gloss) 17.00 gals. 1,029.00 17,493.00

d. Solvent Based Acrylic Cast 9.00 gals. 576.00 5,185.92


f. Red Oxide Metal Primer 4.00 gals. 570.00 2,280.18

g. Quick Dry Enamel Blue 7.00 gals. 724.00 5,068.00

h. Paint Thinner 3.00 gals. 346.00 1,038.00

i. Red Tinting Color for Solvent Based Acrylic Paint 2.00 pints 105.00 210.00

j. Raw Sienna Tinting Color for Solvent Based Acrylic Paint 2.00 pints 105.00 210.00

k. Thalo Blue Tinting Color for Solvent Based Acrylic Paint 2.00 pints 105.00 210.00

l. Lamp Black Tinting Color for Solvent Based Acrylic Paint 2.00 pints 105.00 210.00

m. #120 Sand Paper 4.00 doz. 150.00 600.00

n. #150 Sand Paper 4.00 doz. 150.00 600.00

o. 7" Paint Roller w/ Tray 2.00 sets 115.00 230.00

p. 1" Paint Brush 2.00 pcs. 14.00 28.00


q. 2" Paint Brush 2.00 pcs. 27.00 54.00

r. 4" Paint Brush 2.00 pcs. 55.00 110.00

s. Steel Brush 2.00 pcs. 22.00 44.00









PROJECT NAME: #REF!

Item No./Description: SPL - 21 SUPPLY & INSTALLATION OF PANAFLEX SIGNAGE

Unit of Measurement: unit


Quantity: 1.00 unit


A. Labor

a. Welder 1 0.50 394.00 197.00

b. Laborer 1 0.50 317.00 158.50



B. Equipment

a. Cut-Off Saw 1 0.25 1,500.00 375.00

b. Welding Machine 1 0.25 1,500.00 375.00




E. Materials

a. Panaflex Signage w/ Aluminum Framing, Lighting and Acc 1.00 unit 11,400.00 11,400.00

(See Attached Shop Drawing)

b. 6mm Thk x 50mm x 50mm x 6.00m. MS Angle Bar 1.00 pc. 1,628.00 1,628.00

c. Welding Rod (6011) 0.10 kg. 151.00 15.10

d. 50mmØ x 6.0m G.I. Pipe. (ASTM A53 90A-Heavy Gauge Standa 1.00 pc. 3,032.00 3,032.00

e. Fabricated 6mm Thk x 150mm x 200mm MS Plate w/ 4-12mm 4.00 pcs. 1,200.00 4,800.00

Bolt Holes (see shop drawing)

f. Fabricated 6mm Thk x 200mm x 200mm MS Plate w/ 4-12mm 2.00 pcs. 1,500.00 3,000.00

Bolt Holes (see shop drawing)

g. 10mmØ x 25mm S.S. Bolt w/ Nut & Washer 16.00 pcs. 60.00 960.00

h. 12mmØ x 150mm S.S. Bolt w/ Nut & Washer 8.00 pcs. 95.00 760.00









PROJECT NAME: #REF!

Item No./Description: SPL - 34 STRUCTURE EXCAVATION (BANDERA GUARD HOUSE)





A. Labor

a. Laborer 2 0.89 317.00 563.56



B. Equipment

N.A.

Sub-Total for B P -

C. Total (A+B) 563.56 D. Output per hour = 1.80 cu.m./day


E. Materials

N.A.

Sub-Total for E P -

F. Direct Cost (C+E) 563.56




J. Total Cost 597.37



PROJECT NAME: #REF!

Item No./Description: SPL - 35 REINFORCING STEEL BAR, GRADE 33 (BANDERA GUARD HOUSE)





A. Labor


b. Steelman 2 0.46 366.00 335.41

c. Laborer 8 0.46 317.00 1,162.04



B. Equipment

a. Bar Bender 1 0.23 300.00 68.73

b. Bar Cutter 1 0.23 300.00 68.73

c. Cargo Truck (10T, 270 Hp) 1 0.07 8816.00 605.95




E. Materials

a. 274.92 kgs. 40.50 11,134.26

b. *12mmØ x 6.00m Deformed Reinforced Steel Bar 240.30 kgs. 40.50 9,732.15

c. *10mmØ x 6.00m Deformed Reinforced Steel Bar 144.61 kgs. 40.50 5,856.79

d. #16 G.I. Tie Wire 13.00 kgs. 65.00 845.00











PROJECT NAME: #REF!

Item No./Description: SPL - 36 PLUMBING WORKS (BANDERA GUARD HOUSE)



Quantity: 1.00 lot


A. Labor

a. Plumber 1 0.25 873.52 218.38

b. Laborer 1 0.25 366.00 91.50



B. Equipment

Sub-Total for B P -

C. Total (A+B) 309.88 D. Output per hour = 4.00 lot/day


E. Materials

a. 50mmØ x 3.00m. PVC Sanitary Pipe Series 1000 2.00 pcs. 483.00 966.00

b. 50mmØ x 900 PVC Sanitary Elbow, Series 1000 3.00 pcs. 37.00 111.00

c. 50mmØ PVC Coupling, Series 1000 2.00 pcs. 16.00 32.00

d. PVC Solvent Cement 1.00 qrt. 460.00 460.00

e. 100mm x 100mmStainless Floor Drain 1.00 pc. 110.00 110.00









PROJECT NAME: #REF!

Item No./Description: SPL - 37 STRUCTURAL CONCRETE CLASS A (BANDERA GUARD HOUSE)





A. Labor



c. Laborer 8 0.26 317.00 669.66


a. Skilled Worker 2 1.06 366.00 773.18

b. Laborer 4 1.06 317.00 1,339.33



B. Equipment

a. One Bagger Mixer (w/ Fuel) 1 0.26 1,376.00 363.35

b. Concrete Vibrator (w/ Fuel) 1 0.26 972.00 256.67

c. Water Truck (1000 gal.) 1 0.03 8,520.00 224.98




E. Materials

a. 12mm Thk x 1.20m x 2.40m Ordinary Plywood 5.00 shts. 800.00 4,000.00



d. 4" C.W. Nail 1.00 kg. 53.00 53.00

e. 3" C.W. Nail 0.50 kg. 55.00 27.50

f. 1-1/2" C.W. Nail 0.50 kg. 60.00 30.00

g. Portland Cement 27.00 bags 260.00 7,020.00

h. Washed Sand 1.50 cu.m. 1,260.00 1,891.64

i. Gravel 3.00 cu.m. 1,050.00 3,152.73









PROJECT NAME: #REF!

Item No./Description: SPL - 38 MASONRY WORKS (BANDERA GUARD HOUSE)





A. Labor


b. Laborer 2 2.19 317.00 1,389.25



B. Equipment


b. Bar Cutter 1 2.19 300.00 657.38




E. Materials

a. 150mm x 200mm x 400mm CHB (LB) 41.00 pcs. 19.00 779.00

b. 100mm x 200mm x 400mm CHB (NLB) 184.00 pcs. 14.00 2,576.00

c. Portland Cement 11.00 bags 260.00 2,860.00

d. Washed Sand 0.75 cu.m. 1,260.00 945.00

e. *10mm.Ø x 6.00m Deformed Reinf. Steel Bar 48.20 kgs. 40.50 1,952.26

f. #16 G.I. Tie Wire 1.00 kg. 65.00 65.00









PROJECT NAME: #REF!

Item No./Description: SPL - 39 PLASTERING WORKS (BANDERA GUARD HOUSE)





A. Labor


b. Laborer 2 3.25 317.00 2,060.50



B. Equipment

N.A.

Sub-Total for B P -



E. Materials


b. Fine Sand 1.00 cu.m. 1,400.00 1,400.00










PROJECT NAME: #REF!

Item No./Description: SPL - 40 TILE WORKS (BANDERA GUARD HOUSE)





A. Labor


b. Laborer 1 0.43 317.00 135.68



B. Equipment

a. Tile Cutter/Angular Grinder 1 0.43 300.00 128.40


C. Total (A+B) 420.72 D. Output per hour = 5.00 sq.m./day


E. Materials

a. 400mm x 400mm Granite Tiles 14.00 pcs. 126.00 1,764.00

b. Tile Adhesive (25Kg/Bag) 1.00 bag 284.00 284.00

c. Tile Grout (2 Kg./Pack) 1.00 bag 58.00 58.00









PROJECT NAME: #REF!

Item No./Description: SPL - 41 CARPENTRY WORKS (BANDERA GUARD HOUSE)



Quantity: 1.00 lot


A. Labor

a. Skilled Worker 1 6.06 394.00 2,387.88

b. Laborer 1 6.06 317.00 1,921.21



B. Equipment

a. Bar Cutter 1 0.61 300.00 181.82

b. Welding Machine 1 0.61 2,160.00 1,309.09




E. Materials

a.1.00 unit 4,000.00 4,000.00

b. 2.00 units 900.00 1,800.00

c. Chrome Heavy Duty Door Knob w/ complete accessories 1.00 unit 800.00 800.00

d. 4" x 3" Loose Pin Hinges w/ Screw 4.00 pcs. 140.00 560.00

e. 4" C.W. Nail 0.50 kg. 53.00 26.50

Fabrication of Cabinet

a. Round Cabinet Handle (Chrome) 4.00 pcs. 120.00 480.00

b. Cabinet Lock (Chrome) 2.00 pcs. 200.00 400.00

Pre-Fab 0.60m x 2.10m Flash Type Door, 50mm x 100mm Mahogany Wood Door Frame w/ 6mm Thk Marine Plywood Sheeting & w/ 50mm x 100mm Mahogany Wood Door Jamb

Pre-Fab 0.60m x 1.165m 1-Pannel Window Jamb, 40mm x 150mm Mahogany Wood

c. Cabinet Concealed Hinges w/ Screw 8.00 pcs. 65.00 520.00

d. 1" x 2" x 8' Laua-an Lumber 1.33 bd.ft. 32.00 42.67

e. 2" x 2" x 8' Laua-an Lumber 2.67 bd.ft. 32.00 85.33

f. 2" x 3" x 10' Laua-an Lumber 10.00 bd.ft. 32.00 320.00

g. 1" x 6" x 8' Laua-an Lumber 4.00 bd.ft. 32.00 128.00

h. 19mm Thk x 1.20m x 2.40m Marine Plyboard 4.00 shts. 1,551.00 6,204.00

i. 6mm Thk x 1.20m x 2.40m Marine Plyboard 1.00 sht. 684.00 684.00

j. 6mm Thk x 50mm x 50mm x 6.00m M.S. Angle Bar 2.00 pcs. 1,050.00 2,100.00

k. Ga. 16 x 1.20m x 2.40m G.I. Sheet 1.00 sht. 2,500.00 2,500.00

l. Welding Rod (6011) 0.50 kg. 151.00 75.50

m. 3" C.W. Nail 1.00 kg. 55.00 55.00

n. 1" C.W. Finishing Nail 1.00 kg. 75.00 75.00









PROJECT NAME: #REF!

Item No./Description: SPL - 42 STEEL WORKS (BANDERA GUARD HOUSE)



Quantity: 1.00 lot


A. Labor

a. Welder 1 2.00 394.00 788.22

b. Laborer 1 2.00 317.00 634.18



B. Equipment

a. Welding Machine 1 1.00 2,160.00 2,160.61

b. Cut-Off Saw 1 1.00 300.00 300.09


C. Total (A+B) 3,883.10

D. Output per hour = 0.50 lot/day


E. Materials

a. 10mm x 10mm x 6.00m M.S. Square Bar 1.00 pc. 210.00 210.00

b. 12mm x 12mm x 6.00m M.S. Square Bar 4.00 pcs. 268.00 1,072.00

c. 6mm Thk x 50mm x 6.00m M.S. Flat Bar 2.00 pcs. 894.00 1,788.00

d. Hacksaw Blade 4.00 pcs. 65.00 260.00

e. 6011 Welding Rod 8.00 kgs 151.00 1,208.00









PROJECT NAME: #REF!

Item No./Description: SPL - 43 GLASS WORKS (BANDERA GUARD HOUSE)



Quantity: 1.00 lot


A. Labor

N.A.

Sub-Total for A P -


B. Equipment

N.A.

Sub-Total for B P -



E. Materials

a. Supply & Installation of 5.5 mm Thk x 13 Blades x 0.60m wi 2.00 sets 800.00 1,600.00

Glass Jalousies w/ Aluminum Holder









PROJECT NAME: #REF!

Item No./Description: SPL - 44 WATERPROOFING WORKS (BANDERA GUARD HOUSE)


Output per day: sq.m.day



A. Labor

N.A.

Sub-Total for A P -


B. Equipment

N.A.

Sub-Total for B P -

C. Total (A+B) - D. Output per hour = 0.00 sq.m.day


E. Materials

a. Bituminous Membrane Polyester Reinforced Waterproo 2.90 sq.mtr. 1,000.00 2,900.00









PROJECT NAME: #REF!

Item No./Description: SPL - 45 PAINTING WORKS (BANDERA GUARD HOUSE)





A. Labor


b. Painter 2.00 5.91 394.00 4,660.58

c. Laborer 2.00 5.91 317.00 3,749.75



B. Equipment

N.A.

Sub-Total for B P -



E. Materials



c. Solvent Based Acrylic Putty 5.00 gals. 520.00 2,600.00



f. Body Filler w/ Hardener 1.00 gals. 546.00 546.00

g. #150 Sand Paper 2.00 doz. 151.00 302.00

h. #120 Sand Paper 2.00 doz. 151.00 302.00

i. Raw Sienna Tinting Color for Solvent Based Acrylic Paint 3.00 pints 105.00 315.00

j. Thalo Blue Tinting Color for Solvent Based Acrylic Paint 1.00 pint. 105.00 105.00

k. Lamp Black Tinting Color for Solvent Based Acrylic Paint 1.00 pint. 105.00 105.00

l. Red Oxide Metal Primer 1.00 gal. 570.00 570.00

m. Quick Dry Enamel (Royal Blue) 1.00 gal. 724.00 724.00

n. Paint Thinner 1.00 gal. 346.00 346.00

o. Baby Roller w/ Handle & Tray 1.00 set. 58.00 58.00

p. 2" Steel Brush 1.00 pc. 22.00 22.00

q. 3" Paint Brush 1.00 pc. 33.00 33.00

r. 2" Paint Brush 1.00 pc. 27.00 27.00

s. Paint Tray 1.00 pc. 30.00 30.00









PROJECT NAME: #REF!

Item No./Description: SPL - 46 STRUCTURE EXCAVATION (BALUNO OPERATOR'S ROOM)





A. Labor

a. Laborer 2 1.59 317.00 1,010.88



B. Equipment

N.A.

Sub-Total for B P -

C. Total (A+B) 1,010.88

D. Output per hour = 1.80 cu.m./day


E. Materials

N.A.

Sub-Total for E P -








PROJECT NAME: #REF!

Item No./Description: SPL - 47 STRUCTURAL CONCRETE CLASS A (BALUNO OPERATOR'S ROOM)


Output per day: 11.20 cu.m./ day



A. Labor



c. Laborer 8 0.76 317.00 1,924.64



b. Laborer 4 3.04 317.00 3,849.29



B. Equipment

a. One Bagger Mixer 1 0.76 1,376.00 1,044.29

b. Concrete Vibrator 1 0.76 1,191.04 903.91


C. Total (A+B) 11,718.28

D. Output per day = 11.20 cu.m./ day


E. Materials

a. 14.00 shts. 800.00 11,200.00




e. 4" C.W. Nail 3.00 kgs. 65.00 195.00

f. 3" C.W. Nail 2.00 kg. 65.00 130.00

g. 1-1/2" C.W. Nail 2.00 kg. 65.00 130.00


i. Washed Sand 3.75 cu.m. 1,260.00 4,725.00

j. Gravel 7.50 cu.m. 1,050.00 7,875.00






H. Contractor's Profit (CP) 0% per D.O. 29 s 2011

I. Value Added Tax (VAT) 0% per D.O. 29 s 2011




PROJECT NAME: #REF!

Item No./Description: SPL - 48 REINFORCING STEEL BAR, GRADE 33 (BALUNO OPERATOR'S ROOM)

Unit of Measurement: kg.

Output per day: 1,440.00 kg. /day



A. Labor



c. Laborer 8 0.55 317.00 1,384.15



B. Equipment

a. Bar Cutter 1 0.55 1,758.00 959.51

b. Bar Bender 1 0.55 2,812.00 1,534.79

c. Cargo Truck 1 0.55 8,816.00 4,811.76


C. Total (A+B) 9,375.73

D. Output per day = 1,440.00 kg. /day


E. Materials

a. 311.47 kgs. 40.5 12614.54

b. 360.72 kgs. 40.5 14609.16

c. 113.76 kgs. 40.5 4607.28

d. #16 G.I. Tie-wire 24.000 kgs. 65.00 1560.00


*10mm.Ø x 6.00m. Def. Reinforcing Steel Bars











PROJECT NAME: #REF!

Item No./Description: SPL - 49 PLUMBING WORKS (BALUNO OPERATOR'S ROOM)


Output per day:

Quantity: 1.00 lot


A. Labor


b. Skilled Laborer 1 4 366.00 1,464.00

c. Laborer 2 4 317.00 2,536.00



B. Equipment

N/A

Sub-Total for B P -

C. Total (A+B) 6,096.00

D. Output per day =


E. Materials

1. Storm Drainage

6 pcs. 483.00 2,898.00 8 pcs. 37.00 296.00

4 pcs. 16.00 64.00

PVC Solvent Cement 2 qrts. 460.00 920.00

2. Sanitary Pipe

4 pcs. 966.00 3,864.00 6 pcs. 101.00 606.00

4 pcs. 137.00 548.00

50mm.Ø x 3.00m. PVC Pipe, Series 100050mm.Ø x 90o PVC Sanitary Bend, Series 1000

50mm.Ø PVC Coupling, Series 1000

100mm.Ø x 3.00m. PVC Pipe, Series 1000100mm.Ø x 45o PVC Sanitary Elbow Series 1000

100mm.Ø x 90o PVC Sanitary Elbow Series 1000

2 pcs. 98.00 196.00

2 pcs. 66.00 132.00

3 pcs. 483.00 1,449.00 2 pcs. 16.00 32.00

1 pc. 37.00 37.00

4 pcs. 171.00 684.00

2 pcs. 211.00 422.00

1 pc. 211.00 211.00

1 pc. 62.00 62.00

PVC Cement Solvent 4 qrts. 460.00 1,840.00

3. Cold Pipe3 pcs. 722.00 2,166.00

7 pcs. 19.00 133.00

4 pcs. 28.00 112.00

2 pcs. 270.00 540.00 1 pc. 75.00 75.00

Teflon Tape 6 rolls 34.00 204.00

4. Sanitary FixturesFlush Type Water Closet w/ Complete Fittings & Accs. 1 unit 3,550.00 3,550.00

1 unit 2,415.00 2,415.00

Ceramic Tissue Holder 1 pc. 300.00 300.00

Ceramic Soap Holder 1 pc. 280.00 280.00

12mm. Shower Head 1 pc. 1,218.00 1,218.00

12mm. Shower Valve 1 pc. 525.00 525.00 2 pcs. 110.00 220.00

0.60m. x 0.60m. Beveled Frameless Mirror 1 pc. 440.00 440.00








100mm.Ø PVC Sanitary Clean Out, Series 1000

100mm.Ø PVC Sanitary Coupling, Series 1000

50mm.Ø x 3.00m. PVC Pipe, Series 100050mm.Ø PVC Sanitary Coupling, Series 1000

50mm.Ø x 90o PVC Sanitary Bend, Series 1000

100mm.Ø x 100mm.Ø PVC Sanitary Tee, Series 1000

100mm.Ø x 100mm.Ø PVC Sanitary Wye, Series 1000



12mm.Ø x 6.00m. G.I. Pipe, ASTM A53-90A Heavy Gauge Standard12mm.Ø x 90o G.I. Elbow, ANSI B16.3, Class 150 Standard12mm.Ø x 12mm.Ø G.I. Tee, ANSI B16.3, Class 150 Standard12mm.Ø Brass Faucet12mm.Ø G.I. Union Patent, ANSI B16.3, Class 150 Standard

Wall Mounted Type Lavatory w/ Complete Fittings & Accs.

100mm. x 100mm. Stainless Double Strainer Floor Drain


PROJECT NAME: #REF!

Item No./Description: SPL - 50 CARPENTRY WORKS (BALUNO OPERATOR'S ROOM)


Output per day: lot /day

Quantity: 1.00 lot


A. Labor



c. Laborers 2 4.00 317.00 2,536.00



B. Equipment

Sub-Total for B P -

C. Total (A+B) 7,560.00

D. Output per day = 0.00 lot /day


E. Materials1. One Unit Cabinet

3pcs. - 1" x 1" x 10' Mahogany Lumber 2.5 bd.ft. 32.00 80.00

19mm. Thk. x 1.20m. x 2.40m. Marine Plywood 3 shts. 1,551.00 4,653.00

6mm. Thk. x 1.20m. x 2.40m. Marine Plywood 1 sht. 684.00 684.00

3" C.W. Nail 1 kg. 52.00 52.00

1" C.W. Finishing Nail 1 kg. 75.00 75.00

1 pc. 722.00 722.00

Cabinet Handle (Chrome) 4 pcs. 160.00 640.00

Cabinet Concealed Hinges w/ Screw 12 pcs. 60.00 720.00

2. One Unit Table




Drawer Handle (Chrome) 4 pcs. 160.00 640.00

12mm.Ø x 6.00m. G.I. Pipe, ASTM A53-90A Heavy Gauge Standard

3. Hardware

4" x 3" Loose Pin Hinges (Heavy Duty) w/ Screw 4 pcs. 216.00 864.00

2" x 2" Cabinet Hinges w/ Screw 8 pcs. 65.00 520.00

Stainless Door Knob (Heavy Duty) 2 sets 950.00 1,900.00

Drawer Lock (Heavy Duty) 4 sets 60.00 240.00

4" C.W. Nail 1 kg. 53.00 53.00

2-1/2" C.W. Nail 1 kg. 55.00 55.00

2" C.W. Nail 1 kg. 57.00 57.00

1" C.W. Nail 1 kg. 68.00 68.00

1" Finishing Nail 2 kgs. 75.00 150.00

4. Door Frame/Panel Door & Window Jamb

1 unit 2,500.00 2,500.00

1 unit 4,800.00 4,800.00

1 unit 1,900.00 1,900.00

2 units 2,300.00 4,600.00








Pre-fabricated 0.80m. x 2.10m. x 50mm. x 150mm. Mahogany Wood Door JambPre-fabricated 0.80m. x 2.10m. Mahogany Wood Panel Type Door w/ 50mm. x 100mm. Door Frame & 37.5mm thk. Door BoardPre-fabricated 0.60m. X 2.10m. PVC Door w/ Door Jamb and Hinges w/ ScrewPre-fab. 1.165m. X 1.45m. X 50mm. X 150mm. 2 Panel Mahogany Wood Window Jamb


PROJECT NAME: #REF!

Item No./Description: SPL - 51 MASONRY WORKS (BALUNO OPERATOR'S ROOM)


Output per day: 8.00 sq.m. /day



A. Labor


b. Laborer 2 8.70 317.00 5,515.80



B. Equipment


b. Bar Cutter 1 8.70 300.00 2,610.00


C. Total (A+B) 23,281.20

D. Output per day = 8.00 sq.m. /day


E. Materials


b. Washed Sand 3.00 cu.m. 1,260.00 3,780.00

c. 100mm. x 200mm. x 400mm. Hollow Block (NLB) 640.00 pcs. 14.00 8,960.00

d. 150mm. x 200mm. x 400mm. Hollow Block (LB) 230.00 pcs. 19.00 4,370.00

e. 184.09 kgs. 40.50 7,455.84

f. #16 G.I. Tie-wire 3.68 kgs. 65.00 239.32






*10mm.Ø x 6.00m. Def. Reinforcing Steel Bar





PROJECT NAME: #REF!

Item No./Description: SPL -52 PLASTERING WORKS (BALUNO OPERATOR'S ROOM)





A. Labor


b. Laborer 2 8.70 317.00 5,515.80



B. Equipment

N.A.

Sub-Total for B P -

C. Total (A+B) 11,884.20

D. Output per hour = 16.00 sq.m./day


E. Materials


b. Fine Sand 2.25 cu.m. 1,400.00 3,146.08









PROJECT NAME: #REF!

Item No./Description: SPL - 53 TILE WORKS (BALUNO OPERATOR'S ROOM)





A. Labor


b. Laborer 1 4.85 317.00 1,536.82



B. Equipment

a. Tile Cutter/Angular Grinder 1 4.85 300.00 1,454.40


C. Total (A+B) 4,765.58



E. Materials

a. 200mm. x 200mm. Ceramic Tiles (White) 390.00 pcs. 15.00 5,850.00

b. 400mm. x 400mm. Granite Tiles (White) 54.00 pcs. 126.00 6,804.00

c. Tile Adhesive (25kgs./bag) 4.00 bags 284.00 1,136.00

d. Tile Grout (2kgs./pack) 6.00 pack 58.00 348.00

e. PVC Tile Trim (White) 7.00 pcs. 130.00 910.00









PROJECT NAME: #REF!

Item No./Description: SPL - 54 WATERPROOFING WORKS (BALUNO OPERATOR'S ROOM)


Output per day:

Quantity: 1.00 lot


A. Labor

N.A.

Sub-Total for A P -


B. Equipment

N/A

Sub-Total for B P -

C. Total (A+B) -

D. Output per day =


E. Materialsa. 11 sq.m. 1,000.00 11,000.00 Bituminous Membrane Polyester Reinforced Water

Proofing









PROJECT NAME: #REF!

Item No./Description: SPL - 55 STEEL WORKS (BALUNO OPERATOR'S ROOM)





A. Labor



c. Laborer 2 3 317.00 1,902.00



B. Equipment


b. Angular Grinder 1 3 300.00 900.00

c. Cut-Off Saw 1 3 300.00 900.00


C. Total (A+B) 12,852.00



E. Materials

a. *10mm. x 10mm. x 6.00m. Square Bar 2 pcs. 216.00 432.00

b. 11 pcs. 268.00 2,948.00

c. *6mm. Thk. x 20mm. x 6.00m. Flat Bar 4 pcs. 158.00 632.00

d. 6011 Welding Rod 1 kg. 151.00 151.00

*12mm. x 12mm. x 6.00m. Square Bar









PROJECT NAME: #REF!

Item No./Description: SPL - 56 GLASS WORKS (BALUNO OPERATOR'S ROOM)


Output per day:

Quantity: 1.00 lot


A. Labor

Sub-Total for A P -


B. Equipment

Sub-Total for B P -

C. Total (A+B) -

D.


E. Materialsa. 4 sets 800.00 3,200.00

Width Glass Jalousies w/ Aluminum Holder

b. 1 set 500.00 500.00

Width Smoke Glass Jalousies w/ Aluminum Holder


Supply and installation of 5.5mm thk. x 13 - Blades Smoke Glass x 0.65m.

Supply and installation of 5.5mm. Thk. x 6 Blades x 0.60m.









PROJECT NAME: #REF!

Item No./Description: SPL - 57 PAINTING WORKS (BALUNO OPERATOR'S ROOM)





A. Labor



c. Laborer 2 6.00 317.00 3,804.00



B. Equipment

N/A

Sub-Total for B P -

C. Total (A+B) 13,437.12



E. Materials






f. Lacquer Thinner 2.00 gals. 494.00 988.00

g. Body Filler w/ Hardener 1.00 gal. 546.00 546.00

h. #150 Sand Paper 2.00 doz. 151.00 302.00

i. #120 Sand Paper 2.00 doz. 151.00 302.00

j. Red Tinting Color for Solvent Based Acrylic Paint 1.00 pint 105.00 105.00

k. Raw Sienna Tinting Color for Solvent Based Acrylic Pain 3.00 pints 105.00 315.00

l. Thalo Blue Tinting Color for Solvent Based Acrylic Paint 1.00 pint 105.00 105.00

m. Lamp Black Tinting Color for Solvent Based Acrylic Pain 1.00 pint 105.00 105.00

n. Red Oxide Metal Primer 1.00 gal. 570.00 570.00

o. Quick Dry Enamel (Royal Blue) 1.00 gal. 620.00 620.00

p. Paint Thinner 1.00 pc. 330.00 330.00

q. Baby Roller 1.00 pc. 58.00 58.00

r. Paint Tray 1.00 pc. 30.00 30.00

s. 2" Steel Brush 1.00 pc. 22.00 22.00

t. 3" Paint Brush 1.00 pc. 33.00 33.00

u. 2" Paint Brush 1.00 pc. 27.00 27.00









PROJECT NAME: #REF!

Item No./Description: SPL - 58 CONST. OF WATERPROOF SEPTIC VAULT (BALUNO OPERATOR'S ROOM)


Output per day: 0.91 cu.m. /day



A. Labor



c. Laborer 2 6 317.00 3,804.00



B. Equipment

N/A

Sub-Total for B P -

C. Total (A+B) 11,340.00

D. Output per day = 0.91 cu.m. /day


E. Materialsa. Portland Cement 25 bags 260.00 6,500.00

b. Washed Sand 1.5 cu.m. 1,260.00 1,890.00 c. Gravel (G-1) 0.75 cu.m. 1,050.00 787.50

d. Concrete Water Proofing Compound 9 pack 38.00 342.00

e. 107 kgs. 40.50 4,345.65

f. #16 G.I. Tie-wire 5 kgs. 65.00 325.00

g. Fine Sand (for plastering) 0.50 cu.m. 1,400.00 700.00

h. 12mm. Thk. x 1.20m. x 2.40m. Ordinary Plywood 5 shts. 800.00 4,000.00

i. 30pcs. - 2" x 2" x 10' Coco Lumber 100 bd.ft. 20.00 2,000.00

j. 30pcs. - 2" x 3" x 10' Coco Lumber 150 bd.ft. 20.00 3,000.00

k. 4" C.W. Nail 2 kgs. 53.00 106.00

l. 3" C.W. Nail 2 kgs. 55.00 110.00

m. 1-1/2" C.W. Nail 1 kg. 63.00 63.00

n. 15.70 sq.m. 1,000.00 15,700.00







Bituminous Membrane Polyester Reinforced Water

Proofing





PROJECT NAME: #REF!

Item No./Description: SPL - 59 STRUCTURE EXCAVATION (BANDERA OPERATOR'S ROOM)





A. Labor

a. Laborer 2 1.59 317.00 1,010.88



B. Equipment

N.A.

Sub-Total for B P -

C. Total (A+B) 1,010.88

D. Output per hour = 1.80 cu.m./day


E. Materials

N.A.

Sub-Total for E P -








PROJECT NAME: #REF!

Item No./Description: SPL - 60 STRUCTURAL CONCRETE CLASS A (BANDERA OPERATOR'S ROOM)


Output per day: 11.20 cu.m./ day



A. Labor



c. Laborer 8 0.76 317.00 1,924.64



b. Laborer 4 3.04 317.00 3,849.29



B. Equipment

a. One Bagger Mixer 1 0.76 1,376.00 1,044.29

b. Concrete Vibrator 1 0.76 1,191.04 903.91


C. Total (A+B) 11,718.28

D. Output per day = 11.20 cu.m./ day


E. Materials

a. 14.00 shts. 800.00 11,200.00




e. 4" C.W. Nail 3.00 kgs. 65.00 195.00

f. 3" C.W. Nail 2.00 kg. 65.00 130.00

g. 1-1/2" C.W. Nail 2.00 kg. 65.00 130.00


i. Washed Sand 3.75 cu.m. 1,260.00 4,725.00

j. Gravel 7.50 cu.m. 1,050.00 7,875.00






H. Contractor's Profit (CP) 0% per D.O. 29 s 2011

I. Value Added Tax (VAT) 0% per D.O. 29 s 2011




PROJECT NAME: #REF!

Item No./Description: SPL - 61 REINFORCING STEEL BAR, GRADE 33 (BANDERA OPERATOR'S ROOM)

Unit of Measurement: kg.

Output per day: 1,440.00 kg. /day



A. Labor



c. Laborer 8 0.55 317.00 1,384.15



B. Equipment

a. Bar Cutter 1 0.55 1,758.00 959.51

b. Bar Bender 1 0.55 2,812.00 1,534.79

c. Cargo Truck 1 0.55 8,816.00 4,811.76


C. Total (A+B) 9,375.73

D. Output per day = 1,440.00 kg. /day


E. Materials

a. 311.47 kgs. 40.5 12614.54

b. 360.72 kgs. 40.5 14609.16

c. 113.76 kgs. 40.5 4607.28

d. #16 G.I. Tie-wire 24.000 kgs. 65.00 1560.00













PROJECT NAME: #REF!

Item No./Description: SPL - 62 PLUMBING WORKS (BANDERA OPERATOR'S ROOM)


Output per day:

Quantity: 1.00 lot


A. Labor



c. Laborer 2 4 317.00 2,536.00



B. Equipment

N/A

Sub-Total for B P -

C. Total (A+B) 6,096.00

D. Output per day =


E. Materials

1. Storm Drainage

6 pcs. 483.00 2,898.00 8 pcs. 37.00 296.00

4 pcs. 16.00 64.00

PVC Solvent Cement 2 qrts. 460.00 920.00

2. Sanitary Pipe

4 pcs. 966.00 3,864.00

6 pcs. 101.00 606.00

4 pcs. 137.00 548.00

50mm.Ø x 3.00m. PVC Pipe, Series 100050mm.Ø x 90o PVC Sanitary Bend, Series 1000

50mm.Ø PVC Coupling, Series 1000

100mm.Ø x 3.00m. PVC Pipe, Series 1000



2 pcs. 98.00 196.00

2 pcs. 66.00 132.00

3 pcs. 483.00 1,449.00

2 pcs. 16.00 32.00

1 pc. 37.00 37.00

4 pcs. 171.00 684.00

2 pcs. 211.00 422.00

1 pc. 211.00 211.00

1 pc. 62.00 62.00

PVC Cement Solvent 4 qrts. 460.00 1,840.00

3. Cold Pipe

3 pcs. 722.00 2,166.00

7 pcs. 19.00 133.00

4 pcs. 28.00 112.00

2 pcs. 270.00 540.00

1 pc. 75.00 75.00

25mm. Teflon Tape 6 rolls 34.00 204.00

4. Sanitary Fixtures

Flush Type Water Closet w/ Complete Fittings & Accs. 1 unit 3,550.00 3,550.00

Wall Mounted Type Lavatory w/ Complete Fittings & Accs 1 unit 2,415.00 2,415.00

Ceramic Tissue Holder 1 pc. 300.00 300.00

Ceramic Soap Holder 1 pc. 280.00 280.00

12mm. Shower Head 1 pc. 1,218.00 1,218.00

12mm. Shower Valve 1 pc. 525.00 525.00

100mm. x 100mm. Stainless Double Strainer Floor Drain 2 pcs. 110.00 220.00

6mm. Thk. x 0.60m. x 0.60m. Beveled Frameless Mirror 1 pc. 440.00 440.00








100mm.Ø PVC Sanitary Clean Out, Series 1000


50mm.Ø x 3.00m. PVC Pipe, Series 1000


50mm.Ø x 90o PVC Sanitary Bend, Series 1000


100mm.Ø x 100mm.Ø PVC Sanitary Wye, Series 1000




12mm.Ø x 90o G.I. Elbow, ANSI B16.3, Class 150 Standard

12mm.Ø x 12mm.Ø G.I. Tee, ANSI B16.3, Class 150 Standard

12mm.Ø Brass Faucet

12mm.Ø G.I. Union Patent, ANSI B16.3, Class 150 Standard


PROJECT NAME: #REF!

Item No./Description: SPL - 63 CARPENTRY WORKS (BANDERA OPERATOR'S ROOM)


Output per day: lot /day

Quantity: 1.00 lot


A. Labor



c. Laborers 2 4.00 317.00 2,536.00



B. Equipment

Sub-Total for B P -

C. Total (A+B) 7,560.00

D. Output per day = 0.00 lot /day


E. Materials1. One Unit Cabinet



6mm. Thk. x 1.20m. x 2.40m. Marine Plywood 1 sht. 684.00 684.00

3" C.W. Nail 1 kg. 52.00 52.00


1 pc. 722.00 722.00

Cabinet Handle (Chrome) 4 pcs. 160.00 640.00

Cabinet Concealed Hinges w/ Screw 12 pcs. 60.00 720.00

2. One Unit Table




Drawer Handle (Chrome) 4 pcs. 160.00 640.00


3. Hardware

4" x 3" Loose Pin Hinges (Heavy Duty) w/ Screw 4 pcs. 216.00 864.00

2" x 2" Cabinet Hinges w/ Screw 8 pcs. 65.00 520.00

Stainless Door Knob (Heavy Duty) 2 sets 950.00 1,900.00

Drawer Lock (Heavy Duty) 4 sets 60.00 240.00

4" C.W. Nail 1 kg. 53.00 53.00

2-1/2" C.W. Nail 1 kg. 55.00 55.00

2" C.W. Nail 1 kg. 57.00 57.00

1" C.W. Nail 1 kg. 68.00 68.00

1" Finishing Nail 2 kgs. 75.00 150.00

4. Door Frame/Panel Door & Window Jamb

1 unit 2,500.00 2,500.00

1 unit 4,800.00 4,800.00

1 unit 1,900.00 1,900.00

2 units 2,300.00 4,600.00








Pre-fabricated 0.80m. x 2.10m. x 50mm. x 150mm. Mahogany Wood Door JambPre-fabricated 0.80m. x 2.10m. Mahogany Wood Panel Type Door w/ 50mm. x 100mm. Door Frame & 37.5mm thk. Door BoardPre-fabricated 0.60m. X 2.10m. PVC Door w/ Door Jamb and Hinges w/ ScrewPre-fab. 1.165m. X 1.45m. X 50mm. X 150mm. 2 Panel Mahogany Wood Window Jamb


PROJECT NAME: #REF!

Item No./Description: SPL - 64 MASONRY WORKS (BANDERA OPERATOR'S ROOM)





A. Labor

a Skilled Laborer 1 8.70 366.00 3,184.20

b. Laborer 2 8.70 317.00 5,515.80



B. Equipment


b. Bar Cutter 1 8.70 300.00 2,610.00


C. Total (A+B) 23,281.20



E. Materials


b. Washed Sand 3.00 cu.m. 1,260.00 3,780.00

c. 100mm. x 200mm. x 400mm. Hollow Block (NLB) 640.00 pcs. 14.00 8,960.00

d. 150mm. x 200mm. x 400mm. Hollow Block (LB) 230.00 pcs. 19.00 4,370.00

e. 184.09 kgs. 40.50 7,455.84

f. #16 G.I. Tie-wire 3.68 kgs. 65.00 239.32








*10mm.Ø x 6.00m. Def. Reinforcing Steel Bar



PROJECT NAME: #REF!

Item No./Description: SPL - 65 PLASTERING WORKS (BANDERA OPERATOR'S ROOM)





A. Labor


b. Laborer 2 8.70 317.00 5,515.80



B. Equipment

N.A.

Sub-Total for B P -

C. Total (A+B) 11,884.20



E. Materials


b. Fine Sand 2.25 cu.m. 1,400.00 3,146.08









PROJECT NAME: #REF!

Item No./Description: SPL - 66 TILE WORKS (BANDERA OPERATOR'S ROOM)





A. Labor


b. Laborer 1 4.85 317.00 1,536.82



B. Equipment

a. Tile Cutter/Angular Grinder 1 4.85 300.00 1,454.40


C. Total (A+B) 4,765.58



E. Materials

a. 200mm. x 200mm. Ceramic Tiles (White) 390.00 pcs. 15.00 5,850.00

b. 400mm. x 400mm. Granite Tiles (White) 54.00 pcs. 126.00 6,804.00

c. Tile Adhesive (25kgs./bag) 4.00 bags 284.00 1,136.00

d. Tile Grout (2kgs./pack) 6.00 pack 58.00 348.00

e. PVC Tile Trim (White) 7.00 pcs. 130.00 910.00









PROJECT NAME: #REF!

Item No./Description: SPL - 67 WATERPROOFING WORKS (BANDERA OPERATOR'S ROOM)


Output per day:

Quantity: 1.00 lot


A. Labor

N.A.

Sub-Total for A P -


B. Equipment

N/A

Sub-Total for B P -

C. Total (A+B) -

D. Output per day =


E. Materialsa. 11 sq.m. 1,000.00 11,000.00 Bituminous Membrane Polyester Reinforced Water

Proofing









PROJECT NAME:#REF!

Item No./Description: SPL - 68 STEEL WORKS (BANDERA OPERATOR'S ROOM)





A. Labor



c. Laborer 2 3 317.00 1,902.00



B. Equipment


b. Angular Grinder 1 3 300.00 900.00

c. Cut-Off Saw 1 3 300.00 900.00


C. Total (A+B) 12,852.00



E. Materials

a. 10mm. x 10mm. x 6.00m. Square Bar 2 pcs. 216.00 432.00

b. 12mm. x 12mm. x 6.00m. Square Bar 11 pcs. 268.00 2,948.00

c. 6mm. Thk. x 20mm. x 6.00m. Flat Bar 4 pcs. 158.00 632.00

d. 6011 Welding Rod 1 kg. 151.00 151.00









PROJECT NAME: #REF!

Item No./Description: SPL - 69 GLASS WORKS (BANDERA OPERATOR'S ROOM)


Output per day:

Quantity: 1.00 lot


A. Labor

Sub-Total for A P -


B. Equipment

Sub-Total for B P

C. Total (A+B) -

D. Output per day = 0.00 0 0


E. Materialsa. 4 sets 800.00 3,200.00

Width Glass Jalousies w/ Aluminum Holder

b. 1 set 500.00 500.00

Width Smoke Glass Jalousies w/ Aluminum Holder

Supply and installation of 5.5mm thk. x 13 - Blades Smoke Glass x 0.65m.

Supply and installation of 5.5mm. Thk. x 6 Blades x 0.60m.

-









PROJECT NAME: #REF!

Item No./Description: SPL - 70 PAINTING WORKS (BANDERA OPERATOR'S ROOM)





A. Labor



c. Laborer 2 6.00 317.00 3,804.00



B. Equipment

N/A

Sub-Total for B P -

C. Total (A+B) 13,437.12



E. Materials






f. Lacquer Thinner 2.00 gals. 494.00 988.00

g. Body Filler w/ Hardener 1.00 gal. 546.00 546.00

h. #150 Sand Paper 2.00 doz. 151.00 302.00

i. #120 Sand Paper 2.00 doz. 151.00 302.00

j. Red Tinting Color for Solvent Based Acrylic Paint 1.00 pint 105.00 105.00

k. Raw Sienna Tinting Color for Solvent Based Acrylic Paint 3.00 pints 105.00 315.00

l. Thalo Blue Tinting Color for Solvent Based Acrylic Paint 1.00 pint 105.00 105.00

m. Lamp Black Tinting Color for Solvent Based Acrylic Paint 1.00 pint 105.00 105.00

n. Red Lead Paint Primer 1.00 gal. 570.00 570.00

o. Quick Dry Enamel (Royal Blue) 1.00 gal. 620.00 620.00

p. Paint Thinner 1.00 pc. 330.00 330.00

q. Baby Roller w/ Handle 1.00 pc. 58.00 58.00

r. Paint Tray 1.00 pc. 30.00 30.00

s. 2" Steel Brush 1.00 pc. 22.00 22.00

t. 3" Paint Brush 1.00 pc. 33.00 33.00

u. 2" Paint Brush 1.00 pc. 27.00 27.00









PROJECT NAME: #REF!

Item No./Description: SPL - 71 CONSTRUCTION OF SEPTIC VAULT (BANDERA OPERATOR'S ROOM)


Output per day: 0.91 cu.m. /day



A. Labor



c. Laborer 2 6 317.00 3,804.00



B. Equipment

N/A

Sub-Total for B P -

C. Total (A+B) 11,340.00

D. Output per day = 0.91 cu.m. /day


E. Materials

a. Portland Cement 25 bags 260.00 6,500.00

b. Washed Sand 1.5 cu.m. 1,260.00 1,890.00

c. Gravel (G-1) 0.75 cu.m. 1,050.00 787.50

d. Concrete Water Proofing Compound 9 pack 38.00 342.00

e. 107 kgs. 40.50 4,345.65

f. #16 G.I. Tie-wire 5 kgs. 65.00 325.00

g. Fine Sand (for plastering) 0.50 cu.m. 1,400.00 700.00

h. 12mm. Thk. x 1.20m. x 2.40m. Ordinary Plywood 5 shts. 800.00 4,000.00

i. 30pcs. - 2" x 2" x 10' Coco Lumber 100 bd.ft. 20.00 2,000.00

j. 30pcs. - 2" x 3" x 10' Coco Lumber 150 bd.ft. 20.00 3,000.00

k. 4" C.W. Nail 2 kgs. 53.00 106.00

l. 3" C.W. Nail 2 kgs. 55.00 110.00

m. 1-1/2" C.W. Nail 1 kg. 63.00 63.00

n. Bituminous Membrane Polyester Reinforced Water Proof 15.70 sq.m. 1,000.00 15,700.00











PROJECT NAME: #REF!

Item No./Description: SPL - 5 EMBANKMENT (BALUNO)





A. Labor

b. Laborer 4 19.38 317.00 24,567.50



B. Equipment

a. Tamper Rammer 2 19.38 1,920.00 74,400.00

b. Water Truck (1000 gal.) 1 1.94 8,520.00 16,507.50




E. Materials

a. Filling Materials 420.00 cu.m. 275.00 115,500.00

(Filling Materials for Baluno Ground Tank)









PROJECT NAME: #REF!

Item No./Description: SPL - 72 PIPELINE & APPURTENANCES (BALUNO)


Output per day: lotday

Quantity: 1.00 lot


A. Labor

a Skilled Worker 3 4.00 366.00 4,392.00

Laborer 6 4.00 317.00 7,608.00



B. Equipment

a Welding Machine w/ Cutting Outfit 1 2.00 2,160.00 4,320.00


C. Total (A+B) 16,320.00 D. Output per hour = 0.00 lotday


E. Materials

Pipeline

100mmØ x 6.00m PVC Pipe, Class 150, B/S, w/ R.R. 7.00 pcs. 2,483.00 17,381.00

D2

100mmØ x 6.00m B.I. Pipe, (ASTM A53-90A Heavy Gauge Standard) 1.00 pc. 7,269.00 7,269.00

100mmØ x 100mmØ C.I. Tee, F/F, Flange End In Accordance w/ ANSI B16.1 1.00 pc. 3,900.00 3,900.00

100mmØ C.I. Adaptor, F/P, Flange End In Accordance w/ ANSI B16.1 Class 1.00 pc. 2,746.00 2,746.00

100mmØ Steel Blind Flange in accordance w/ AWWA C207 Class D Std. 1.00 pc. 520.00 520.00

100mmØ Steel Ring Flange in accordance w/ AWWA C207 Class D Std. 1.00 pc. 473.00 473.00

100mmØ C.I. Sleeve Type Flexible Coupling (PVC-CI) 1.00 pc. 3,633.00 3,633.00

5/8"Ø x 3-1/2" Stainless Bolt w/ Nut & Washer 24.00 pcs. 95.00 2,280.00

6mm Thk Rubber Gasket 3.00 kgs. 85.00 255.00

D3


100mmØ x 100mmØ C.I. Tee, F/F, Flange End In Accordance w/ ANSI B16.1 1.00 pc. 3,900.00 3,900.00

100mmØ C.I. Adaptor, F/P, Flange End In Accordance w/ ANSI B16.1 Class 2.00 pc. 2,746.00 5,492.00


100mmØ C.I. Sleeve Type Flexible Coupling (PVC-CI) 2.00 pcs. 3,633.00 7,266.00



D4, D5 & D8

8.00 pcs. 524.00 4,192.00

D6 (Drain & Overflow Pipe)

100mmØ x 45o PVC Bend, Class 150, B/S w/ R.R.

250mmØ x 6.00m B.I. Pipe, (ASTM A53-90A Heavy Gauge Standard) 2.00 pcs. 19,554.00 39,108.00

250mmØ x 250mmØ C.I. Tee, F/F 2.00 pcs. 19,465.00 38,930.00

250mmØ C.I. Body Gate Valve, F/F, PN16, NRS 2.00 pcs. 37,059.00 74,118.00

250mmØ Steel Ring Flange in accordance w/ AWWA C207 Class D Std. 10.00 pc. 1,150.00 11,500.00

250mmØ C.I. Sleeve Type Flexible Coupling (B.I.) 4.00 pcs. 13,671.00 54,684.00


D7 (Distribution Pipe)



100mmØ Steel Ring Flange in accordance w/ AWWA C207 Class D Std. 4.00 pc. 473.00 1,892.00

100mmØ C.I. Sleeve Type Flexible Coupling (PVC-B.I.) 2.00 pcs. 3,633.00 7,266.00


Ind. Oxygen (Content) 4.00 cyls. 750.00 3,000.00

Acetylene (Content) 2.00 cyls. 1,500.00 3,000.00









PROJECT NAME: #REF!

Item No./Description: SPL - 73 PIPELINE & APPURTENANCES (BANDERA)

Unit of Measurement lot

Output per day: 0.25 lotday

Quantity: 1.00 lot


A. Labor

a Skilled Worker 3 4.00 366.00 4,392.00

b Laborer 6 4.00 317.00 7,608.00



B. Equipment

a Welding Machine w/ Cutting Outfit 1 2.00 2,160.00 4,320.00


C. Total (A+B) 16,320.00 D. Output per hour = 0.25 lotday


E. Materials

Pipeline



D2


150mmØ x 150mmØ C.I. Tee, F/F, Flange End In Accordance w/ ANSI B16.1 Cl 1.00 pc. 6,331.00 6,331.00

150mmØ C.I. Adaptor, F/P, Flange End In Accordance w/ ANSI B16.1 Class 125 1.00 pc. 3,276.00 3,276.00

150mmØ Steel Blind Flange in accordance w/ AWWA C207 Class D Std. 1.00 pc. 780.00 780.00


150mmØ C.I. Sleeve Type Flexible Coupling (PVC-CI) 1.00 pc. 5,842.00 5,842.00



D3


150mmØ x 150mmØ C.I. Tee, F/F, Flange End In Accordance w/ ANSI B16.1 Cl 1.00 pc. 6,331.00 6,331.00

150mmØ C.I. Adaptor, F/P, Flange End In Accordance w/ ANSI B16.1 Class 125 2.00 pc. 3,276.00 6,552.00


150mmØ C.I. Sleeve Type Flexible Coupling (PVC-CI) 2.00 pcs. 5,842.00 11,684.00



D4, D5 & D8

4.00 pcs. 2,315.00 9,260.00 150mmØ x 45o PVC Bend, Class 150, B/S w/ R.R.

4.00 pcs. 551.00 2,204.00 100mmØ x 45o PVC Bend, Class 150, B/S w/ R.R.

D6 (Drain & Overflow Pipe)


250mmØ x 250mmØ C.I. Tee, F/F 2.00 pcs. 19,465.00 38,930.00


250mmØ Steel Ring Flange in accordance w/ AWWA C207 Class D Std. 10.00 pc. 1,150.00 11,500.00

250mmØ C.I. Sleeve Type Flexible Coupling (B.I.) 4.00 pcs. 13,671.00 54,684.00


D7 (Distribution Pipe)



100mmØ Steel Ring Flange in accordance w/ AWWA C207 Class D Std. 4.00 pc. 473.00 1,892.00

100mmØ C.I. Sleeve Type Flexible Coupling (PVC-B.I.) 2.00 pcs. 3,633.00 7,266.00


Ind. Oxygen (Content) 4.00 cyls. 750.00 3,000.00

Acetylene (Content) 2.00 cyls. 1,500.00 3,000.00









PROJECT NAME: #REF!



Output per day: lot/day

Quantity: 2.00 units


A. Labor

Including in the Package

Sub-Total for A P -


B. Equipment


Sub-Total for B P -



E. Materials

2.00 units 5,500,000.00 ###

Specifications:

1. Mobilization, demobilization, Labor, Tools, Equipment, Testing of Materials

& other cost contingency shall be included in this Item of work

2. Tank Concrete Foundation shall be designed as per National Struc

Code of the Philippines (NSCP) & constructed by the winning bidder and shall

conform to proposed site development and actual site soil condition

3. Three Hundred (300) Cu. M. Usable Capacity Steel Tank for Potable Water w/ complete

accessories

4. Materials shall be high tensile steel sheets with minimum 70,000psi

yield strength

5. Pipe Stub-out Connection:

1 unit - Modular Tank for Bandera: 2 units-100mmØ, 2 units -150mmØ, 2 units - 250mmØ

1 unit - Modular Tank for Baluno: 4 units-100mmØ, 2 units - 250mmØ

6. Tank Designed as per NSCP 2010 (or Latest Edition)

Seismic Zone 4

150mph Wind Load

other parameter & factor shall refer to NSCP 2010 (or Latest Edition)

7. Reference Standard:

NSCP 2010

AS/NZS 4020:1999

EN ISO 28765:2011

ANSI/AWWA D103-09

or other equivalent standards for Modular Tank

8. During bidding, the bidder shall provide the site development showing the proposed location

of Modular Tank & required to show sample wall pannel.

Note: See Attached ZCWD Baluno & Bandera Ground Tank Site Development Plan

Sub-Total for E P ###

F. Direct Cost (C+E) ###




SUPPLY/CONST./TESTING/DISINFECT./COMM. OF 300 CU.M. MODULAR TANK (FOR BALUNO & BANDERA)

a. SUPPLY/CONST./LEAKAGE TESTING/DISINFECT./ COMM. OF 300 CU.M. MODULAR TANK (1 UNIT FOR BALUNO & 1 UNIT FOR BANDERA)

J. Total Cost ###

k. Total Unit Cost 5,830,000.00


PROJECT NAME: #REF!

Item No./Description: SPL - 75 SUPPLY & INST. OF 40GPD HYPOCHLORINATOR (BANDERA & BALUNO)



Quantity: 2.00 lots


A. Labor


Sub-Total for A P -


B. Equipment


Sub-Total for B P -



E. Materials

2.00 lots 90,000.00 180,000.00

Specs:

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

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

Provision for Chlorinator Injection Fittings:

50mm.Ø G.I. Coupling, ANSI B16.3 Class 150 2.00 pc. 97.00 194.00

50mm.Ø x 150mm G.I. Nipple, ASTM A53-90A Heavy Gauge Std. 2.00 pc. 136.00 272.00

50mm.Ø G.I. Cap, ANSI B16.3 Class 150 2.00 pc. 63.00 126.00


19mm.Ø x 12mm.Ø G.I. Bushing, ANSI B16.3 Class 150 2.00 pc. 19.00 38.00

12mm.Ø G.I. Plug, ANSI B16.3 Class 150 2.00 pc. 19.00 38.00

Pressure Gauge Assembly:

SUPPLY & INST. OF 40GPD HYPOCHLORINATOR (BANDERA & BALUNO)

12mm.Ø x 12mm.Ø G.I. Tee, ANSI B16.3 Class 150 4.00 pc. 28.00 112.00


12mm.Ø x 100mm G.I. Nipple, ASTM A53-90A Heavy Gauge Std. 4.00 pc. 20.00 80.00

12mm.Ø x 6mmØ G.I. Bushing, ANSI B16.3 Class 150 4.00 pc. 10.00 40.00

12mm.Ø G.I. Plug, ANSI B16.3 Class 150 4.00 pc. 19.00 76.00

12mm.Ø Brass Ball Valve 4.00 pc. 190.00 760.00

63mm.Ø Oil-filled Pressure Gauge (0-150 psi) 4.00 pc. 2,000.00 8,000.00

2.00 lot 56,965.80 56,965.80








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


PROJECT NAME: #REF!






A. Labor

a. Skilled Worker 3 4.00 366.00 4,392.00

b. Laborer 6 4.00 317.00 7,608.00



B. Equipment



c. Bar Cutter 1 0.40 8,520.00 3,408.00




E. Materials

a. Supply & Installation of 100mmØ Differential Float Controlled Valve, F/F

w/ 2-Units Steel Ring Flange & Complete Bolts, Nuts & Washers

Specifications:

The valve will be controlled by a differential float-operated, maximum differential level of

4.00 meters & a maximum flowrate equals to 40.00 LPS

The differential float controlled valve will be installed below the water level, constructed with

concrete valve box

The valve will be a hydraulically operated, diaphragm actuated,

Face to face length dimension meets ISO 57529S-10 Standard, Flanged end Connection in

accordance w/ ANSI

Maximum pressure rating of PN16 (230 psi) 1.00 unit 179,160.00 179,160.00

b. 100mmØ C.I. Sleeve Type Flexible Coupling, (C.I.-B.I.) 2.00 pcs. 3,633.00 7,266.00

c. 6mm thk Rubber Gasket 2.00 kgs. 85.00 170.00

d. 16mmØ x 100mm Anchor Bolts w/ Nuts & Washer 16.00 pcs. 110.00 1,760.00

Construction of concrete valve box 1.00 unit

e. Portland Cement 14.00 bags 260.00 3,640.00

f. Washed Sand 0.75 cu.m. 1,260.00 945.00

g. Gravel (G1) 1.50 cu.m. 1,050.00 1,575.00

h. *16mmØ x 6.00m Deformed Reinf. Steel Bar 227.52 kgs. 40.50 9,214.56

SUPPLY & INST. OF DIFFERENTIAL FLOAT CONTROL VALVE & CONST. OF CONC. VALVE BOX (BALUNO)

i. #16 GI Tie Wire 5.00 kgs. 65.00 325.00

j. 16mmØ x 6.00m Stainless Steel Round Bar (Type 304) 1.00 pc. 12,500.00 12,500.00

k. 8mmØ x 6.00m M.S. Plain Round Bar 1.00 pc. 160.00 160.00

l. 16mmØ x 6.00m M.S. Plain Round Bar 5.00 pcs. 495.00 2,475.00

m. 38mmØ x 6.00m G.I. Pipe ASTM A53-90A Heavy Gauge Std 1.00 pc. 2,267.00 2,267.00

n. 6mm Thk x 50mm x 50mm x 6.00m MS Angle Bar 2.00 pcs. 1,575.00 3,150.00

o. *12mm Thk x 1.20m x 2.40m Ordinary Plywood 3.00 shts. 800.00 2,400.00

p. 2" x 2" x 10' Coco Lumber 33.00 bd.ft. 20.00 660.00

q. 2" x 3" x 10' Coco Lumber 50.00 bd.ft. 20.00 1,000.00

r. 2" x 4" x 10' Coco Lumber 67.00 bd.ft. 20.00 1,340.00

s 4" C.W. Nail 1.00 kg. 53.00 53.00

t. 3" C.W. Nail 0.50 kg. 55.00 27.50

u. 1-1/2" C.W. Nail 0.50 kg. 63.00 31.50

v. Welding Rod (6011) 0.50 kg. 151.00 75.50










PROJECT NAME: #REF!






A. Labor

a. Skilled Worker 3 4.00 366.00 4,392.00

b. Laborer 6 4.00 317.00 7,608.00



B. Equipment



c. Bar Cutter 1 0.40 8,520.00 3,408.00




E. Materials

a. Supply & Installation of 150mmØ Differential Float Controlled Valve, F/F


Specifications:

The valve will be controlled by a differential float-operated, maximum differential level of

4.00 meters & a maximum flowrate equals to 40.00 LPS

The differential float controlled valve will be installed below the water level, constructed with

concrete valve box

The valve will be a hydraulically operated, diaphragm actuated,

Face to face length dimension meets ISO 57529S-10 Standard, Flanged end Connection in

accordance w/ ANSI

Maximum pressure rating of PN16 (230 psi) 1.00 unit 342,600.00 342,600.00

b. 150mmØ C.I. Sleeve Type Flexible Coupling, (C.I.-B.I.) 2.00 pcs. 5,500.00 11,000.00

d. 6mm thk Rubber Gasket 2.00 kgs. 85.00 170.00

e. 16mmØ x 100mm Anchor Bolts w/ Nuts & Washer 16.00 pcs. 110.00 1,760.00

Construction of concrete valve box 1 unit

f. Portland Cement 14.00 bags 260.00 3,640.00

g. Washed Sand 0.75 cu.m. 1,260.00 945.00

h. Gravel (G1) 1.50 cu.m. 1,050.00 1,575.00

i. *16mmØ x 6.00m Deformed Reinf. Steel Bar 227.52 kgs. 40.50 9,214.56

j. #16 GI Tie Wire 5.00 kgs. 65.00 325.00

SUPPLY & INST. OF DIFFERENTIAL FLOAT CONTROL VALVE & CONST. OF CONC. VALVE BOX (BANDERA)

k. 16mmØ x 6.00m Stainless Steel Round Bar (Type 304) 1.00 pc. 12,500.00 12,500.00

l. 8mmØ x 6.00m M.S. Plain Round Bar 1.00 pc. 160.00 160.00

m. 16mmØ x 6.00m M.S. Plain Round Bar 5.00 pcs. 495.00 2,475.00

n. 38mmØ x 6.00m G.I. Pipe ASTM A53-90A Heavy Gauge Std 1.00 pc. 2,267.00 2,267.00

o. 6mm Thk x 50mm x 50mm x 6.00m MS Angle Bar 1.00 pcs. 1,575.00 1,575.00

p. *12mm Thk x 1.20m x 2.40m Ordinary Plywood 3.00 shts. 800.00 2,400.00

q. 2" x 2" x 10' Coco Lumber 33.00 bd.ft. 20.00 660.00


s. 2" x 4" x 10' Coco Lumber 67.00 bd.ft. 20.00 1,340.00

t. 4" C.W. Nail 1.00 kg. 53.00 53.00

u. 3" C.W. Nail 0.50 kg. 55.00 27.50

v. 1-1/2" C.W. Nail 0.50 kg. 63.00 31.50

w. Welding Rod (6011) 0.50 kg. 151.00 75.50










PROJECT NAME: #REF!






A. Labor

a. Skilled Worker 3 16.00 366.00 17,568.00

b. Laborer 6 16.00 317.00 30,432.00



B. Equipment



c. Bar Cutter 1 1.60 8,520.00 13,632.00




E. Materials

a. Supply & Installation of 100mmØ Full Bore Electromagnetic Flowmeter F/F,


Specifications:

100mmØ Electro-Magnetic Flowmeter, ANSI 16.5, Class-150,

Flanged-Typed, Transmitter accuracy of 0.40% of rate, with highly

accurate bi-directional measurements, battery powered, with internal

battery pack of five (05) years maintenance free battery life.

Complete with two (02) mating flanges and the desired stainless steel

bolts, nuts, washers with rubber gaskets. Unit is remote-type with

complete accessories and with integrated GSM Data Logger

(wall-mounted typed signal converter) which records/logs the flow &

pressure, and is compatible with the sensor EM Flowmeter

with a recording interval programmable between 1 second

& 1 hour. EM Flowmeter & Logger housing is fully water proofed (IP68).

Data can be accessed remotely using a standard GSM mobile phone

thru simple text message to the host computer provided with a

windows-based software which can monitor multiple data loggers.

24 months warranty, with Wet Calibration Certificate per unit upon delivery.

The unit includes the following accessories:

Fifty (50) meters flow input cable with pvc conduit up to the pump house,

communication cable, Windows-based configuration software for PC's,

Two channel flow splitter cable (50 meters), 50 meters hose for pressure

line with fittings (quick fit connection). 4.00 units 286,000.00 1,144,000.00

Note: Package includes Orientation & Training of personnel

100mmØ C.I. Sleeve Type Flexible Coupling, (G.I.-PVC) 4.00 pcs. 3,915.00 15,660.00

SUPPLY, CONST. & INST. OF 100MMØ FLOWMETER W/ CONC. VALVE BOX (FOR BALUNO & BANDERA)

4.00 pcs. 2,541.00 10,164.00

6mm thk Rubber Gasket 10.00 kgs. 75.00 750.00

16mmØ x 100mm Anchor Bolts w/ Nuts & Washer 64.00 pcs. 120.00 7,680.00

Construction of concrete valve b 4 units

e. Portland Cement 50.00 bags 260.00 13,000.00

f. Washed Sand 2.44 cu.m. 1,260.00 3,080.00

g. Gravel (G1) 4.89 cu.m. 1,050.00 5,133.33

h. *16mmØ x 6.00m Deformed Reinf. Steel Bar 853.20 kgs. 40.50 34,554.60

i. #16 GI Tie Wire 17.06 kgs. 65.00 1,109.16

j. 16mmØ x 6.00m Stainless Steel Round Bar (Type 304) 1.00 pc. 12,500.00 12,500.00

k. 8mmØ x 6.00m M.S. Plain Round Bar 1.00 pc. 160.00 160.00

l. 16mmØ x 6.00m M.S. Plain Round Bar 10.00 pcs. 495.00 4,950.00

m. 38mmØ x 6.00m G.I. Pipe ASTM A53-90A Heavy Gauge Std. 1.00 pc. 2,267.00 2,267.00

n. 6mm Thk x 50mm x 50mm x 6.00m MS Angle Bar 2.00 pcs. 1,575.00 3,150.00

o. *12mm Thk x 1.20m x 2.40m Ordinary Plywood 9.00 shts. 800.00 7,200.00

p. 2" x 2" x 10' Coco Lumber 33.00 bd.ft. 20.00 660.00

q. 2" x 3" x 10' Coco Lumber 50.00 bd.ft. 20.00 1,000.00


s 4" C.W. Nail 1.00 kg. 53.00 53.00

t. 3" C.W. Nail 0.50 kg. 55.00 27.50

u. 1-1/2" C.W. Nail 0.50 kg. 63.00 31.50

v. Welding Rod (6011) 2.00 kg. 151.00 302.00

Sub-Total for E P 1,268,772.09

F. Direct Cost (C+E) 1,367,972.09




J. Total Cost 1,450,050.42


100mmØ C.I. Adaptor, F/P, Flange End In Accordance w/ ANSI B16.1 Class 125



PROJECT NAME: #REF!

Item No./Description: SPL - 79 CONSTRUTION OF DRIVEWAY (BALUNO & BANDERA)





A. Labor


b. Skilled Worker 2 2.49 366.00 1,823.46

c. Laborer 4 2.49 317.00 3,158.68



B. Equipment



c. Water Truck (1000 gal.) 1 0.25 8,520.00 2,122.39

d. Tamper Rammer 1 2.49 1,920.00 4,782.86

e. Motorized Road Grader 1 2.00 17,384.00 34,768.00




E. Materials

a. Portland Cement (Type 1P) 257.00 bags 260.00 66,820.00

b. Washed Sand 12.25 cu.m. 1,260.00 15,435.00

c. Gravel (311A) 24.50 cu.m. 1,050.00 25,725.00

d. Item 201 (Aggregates Base Course) 20.50 cu.m. 682.00 13,981.00

e. *16mmØ x 6.00m Deformed Reinforced Steel Bar 9.48 kgs. 40.50 383.94

f. 2" x 6" x 10' Coco Lumber 100.00 bd.ft. 20.00 2,000.00

g. 2" x 2" x 10' Coco Lumber 33.00 bd.ft. 20.00 660.00

h. 3" C.W. Nail 1.00 kg. 55.00 55.00










PROJECT NAME: #REF!

Item No./Description: SPL - 80 LANDSCAPING WORKS (BALUNO & BANDERA)





A. Labor

a. Skilled Worker 1 25.80 366.00 9,442.80

b. Laborer 2 25.80 317.00 16,357.20



B. Equipment

N.A.

Sub-Total for B P -



E. Materials

a. Carabao Grass 258.00 sq.m. 315.00 81,270.00

b. Garden Soil 30.00 cu.m. 1,260.00 37,800.00









PROJECT NAME : #REF!

Item No./Description: SPL - 81 SUPPLY, TESTING & INST. OF KW-HR METER, RACEWAY AND ACCS.


Output per day: 1.00 lot /day

Quantity: 1.00 lot


A. Labor

a. Skilled Worker 1 1.00 366.00 366.00

b. Laborer 1 1.00 317.00 317.00



B. Equipment

a. Boom Truck w/ fuel & driver 1 1.00 8,562.00 8,562.00


C. Total (A+B) 9,245.00 D. Output per day = 1.00 lot


E. Materials

a. 35 Footer Round Centrifugal Prestressed Concrete

Pole or Galvanized Steel Pole

Minimum Break Load : 500 kgs.

Top Diameter : 140 mm

Butt Diameter : 368 mm unit 1 18,207.00 18,207.00

b. Kiliwatthour Meter (Digital), 250 Volts, 1 Phase, Assy,

GE Class 200, 5 jaw, complete w/ Rectangular Base assy. 1 8,160.00 8,160.00

c. Testing/Calibration FEE lot 1 300.00 300.00

d. 25mmØ Entrance Cap pc. 1 41.00 41.00

e. 25mmØ x 3m RSC Conduit Pipe pc. 1 367.00 367.00

f. 25mmØ RSC Male Adaptor pc. 1 8.00 8.00

g. 25mmØ Locknut pc. 1 6.00 6.00

h. 25mmØ Conduit Pipe Clamp pcs. 4 7.00 28.00

i. Single Wire, Secondary Rack w/ Spool Insulator pc. 1 183.00 183.00











Unit of Measurement: ln.m.

Output per day: 350.00 ln.m. /day

Quantity: 700.00 ln.m.


A. Labor

a. Skilled Worker 2 2.00 366.00 1,464.00

b. Laborer 4 2.00 317.00 2,536.00



B. Equipment

N.A.

Sub-Total for B P -

C. Total (A+B) 4,000.00 D. Output per day = 350.00 ln.m.


E. Materials

a. 50mmØx6m ASTM A53-90A Heavy Guage G.I.Pipe pcs. 3 2,829.00 8,487.00

b. Service Entrance Cable (Drop Wire) #6 mtrs. 700 20.00 14,000.00

Single wire, Secondary Rack w/ Spool Insulator pc. 6 183.00 1,098.00

10mmØ x 6m Deformed Steel Bar pcs. 12 180.00 2,160.00

Portland Cement bags 6 260.00 1,560.00

Sand 2 900.00 1,800.00

Gravel 3 900.00 2,700.00




SUPPLY, STRINGING & LAY-OUTING OF APPROX. 700 L.M. 1Ø LINE W/ 6 UNITS PEDESTAL AND ACCS:

m3

m3







Item No./Description: SPL - 83 SUPPLY & INSTALLATION OF ELECTRICAL FACILITIES FOR OPERATOR'S ROOM



Quantity: 1.00 lot


A. Labor

a. Skilled Worker 1 7.00 366.00 2,562.00

b. Laborer 1 7.00 317.00 2,219.00



B. Equipment

N.A.

Sub-Total for B P -



E. Materials

a.

Board enclosed in Powder Coated Finished

Panel Box with 5 Single Phase Branches of:

1 sets - 15 Amps. Branch

4 sets - 20 Amps. Branch set 1 5,766.00 5,766.00

b. mtrs. 60 84.00 5,040.00

c. mtrs. 100 32.00 3,200.00

d. mtrs. 75 23.00 1,725.00

e. 25mmØ Entrance Cap pc. 1 41.00 41.00

f. 25mmØ x 3m PVC Conduit Pipe pc. 1 131.00 131.00

g. pc. 1 26.00 26.00

h. 25mmØ PVC Male Adaptor pc. 1 8.00 8.00

i. 25mmØ Locknut pc. 1 6.00 6.00

j. 20mmØ Flexible Conduit mtrs. 48 8.00 384.00

k. 20mmØ x 3m PVC Conduit Pipe pcs. 15 86.00 1,290.00

l. pcs. 10 17.00 170.00

m. 20mmØ PVC Male Adaptor pcs. 12 6.00 72.00

n. 20mmØ PVC Coupling pcs. 8 5.00 40.00

o. 20mmØ Locknut pcs. 12 4.00 48.00

60 Amperes Main Circuit Breaker, 1 Ø, 250 V, Panel

8.0mm2 THW Stranded Wire

3.5mm2 TW Stranded Wire


25mmØ x 90o PVC Long Sweep Elbow


p. Welding Machine Outlet pc. 1 1,472.00 1,472.00

q. Single Wire, Secondary Rack w/ Spool Insulator pc. 1 142.00 142.00

r. Surface Type Reflectorized Fluorescent pcs.

Luminaire with 1x40W Flourescent Tube pcs. 2 1,132.00 2,264.00

s. 23 Watts 3U CFL with Capsule pc. 3 148.00 444.00

t. 16" Ceiling Orbit Fan, Industrial Type pc. 1 2,200.00 2,200.00

u. Switch 1-Gang w/ plate (flush type) pcs. 2 90.00 180.00

v. Switch 2-Gang w/ plate (flush type) pcs. 2 107.00 214.00

w. Ceiling Socket with screw pcs. 3 31.00 93.00

x. Duplex Convenience Outlet w/ plate (flush type) pc. 3 107.00 321.00

y. Duplex Convenience Outlet w/ plate - pcs.

weatherproof (flush type) pcs. 1 173.00 173.00

z. 2" x 4" x 2" PVC Utility Box ( H.D.) pcs. 9 21.00 189.00

a1. 4" x 4" PVC Junction Box ( H.D.) w/ Cover pcs. 6 24.00 144.00

b1. #16 G.I. Tie Wire kgs. 2 75.00 150.00

c1. PVC Solvent Cement qrt. 0.5 460.00 230.00

d1. 1/4" Camridge / Mica Tube mtrs. 1 13.00 13.00

e1. 0.8mm x 19mm x 8m Polytype Electrical Tape pcs. 3 25.00 75.00

d1. 0.8mm x 19mm x 8m Rubber Tape pcs. 2 102.00 204.00










Item No./Description: SPL - 84 SUPPLY & INST. OF ELEC. FACILITIES FOR GUARD HOUSE, SIGNAGE & PERIMETER LIGHTINGS



Quantity: 1.00 lot


A. Labor

a. Skilled Worker 1 7.00 366.00 2,562.00

b. Laborer 1 7.00 317.00 2,219.00



B. Equipment

N.A.

Sub-Total for B P -



E. Materials

a. roll 2 4,725.00 9,450.00

b. 20mmØ x 3m PVC Conduit Pipe pcs. 35 86.00 3,010.00

c. pcs. 25 17.00 425.00

d. 20mmØ PVC Male Adaptor pcs. 12 6.00 72.00

e. 20mmØ PVC Coupling pcs. 18 5.00 90.00

f. 20mmØ Locknut pcs. 12 4.00 48.00

g. Surface Type Reflectorized Fluorescent Luminaire with 1x2 pc. 1 977.00 977.00

h. 23 Watts 3U CFL with Capsule pcs. 1 148.00 148.00

i. Spot Light Holder w/ 23watts Eco Par Energy Saving pc. 1 928.00 928.00

j. Switch 2-Gang w/ plate (flush type), w/ Led Set, 10A, 250V pc. 1 107.00 107.00

k. Switch 3-Gang w/ plate (flush type), w/ Led Set, 10A, 250V pc. 1 143.00 143.00

l. Ceiling Socket with screw pcs. 2 31.00 62.00

m. Duplex Convenience Outlet w/ plate (flush type) pcs. 1 107.00 107.00

n. Perimeter post lamp with cage, globe type,

(250mmx250mm) complete assembly with

23 watts Capsulated CFL sets 6 1,770.00 10,620.00

o. 2" x 4" x 2" PVC Utility Box ( H.D.) pcs. 3 21.00 63.00

p. 4" x 4" PVC Junction Box ( H.D.) w/ Cover pcs. 2 24.00 48.00

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

r. PVC Solvent Cement qrt. 0.5 460.00 230.00

s. 1/4" Camridge / Mica Tube mtr. 0.5 13.00 7.00

t. 0.8mm x 19mm x 8m Polytype Electrical Tape pcs. 3 25.00 75.00

u. 0.8mm x 19mm x 8m Rubber Tape pcs. 2 102.00 204.00












Item No./Description: SPL - 85 SUPPLY, TESTING & INSTALLATION OF KW-HR METER, RACEWAY AND ACCESSORIES



Quantity: 1.00 lot


A. Labor

a. Skilled Worker 1 1.00 366.00 366.00

b. Laborer 1 1.00 317.00 317.00



B. Equipment

a. Boom Truck w/ fuel & driver 1 1.00 8,562.00 8,562.00




E. Materials

a. 35 Footer Round Centrifugal Prestressed Concrete

Pole or Galvanized Steel Pole

Minimum Break Load : 500 kgs.

Top Diameter : 140 mm

Butt Diameter : 368 mm unit 1 18,207.00 18,207.00

b. Kiliwatthour Meter (Digital), 250 Volts, 1 Phase, Assy,

GE Class 200, 5 jaw, complete w/ Rectangular Bas assy. 1 8,160.00 8,160.00

c. Testing/Calibration FEE lot 1 300.00 300.00

d. 25mmØ Entrance Cap pc. 1 41.00 41.00

e. 25mmØ x 3m RSC Conduit Pipe pc. 1 367.00 367.00

f. 25mmØ RSC Male Adaptor pc. 1 8.00 8.00

g. 25mmØ Locknut pc. 1 6.00 6.00

h. 25mmØ Conduit Pipe Clamp pcs. 4 7.00 28.00

i. Single Wire, Secondary Rack w/ Spool Insulator pc. 1 183.00 183.00










Item No./Description: SPL - 86 SUPPLY & INSTALLATION OF ELECTRICAL FACILITIES FOR OPERATOR'S ROOM



Quantity: 1.00 lot


A. Labor

a. Skilled Worker 1 7.00 366.00 2,562.00

b. Laborer 1 7.00 317.00 2,219.00



B. Equipment

N.A.

Sub-Total for B P -



E. Materials

a.

Board enclosed in Powder Coated Finished

Panel Box with 5 Single Phase Branches of:


4 sets - 20 Amps. Branch set 1 5,766.00 5,766.00

b. mtrs. 60 84.00 5,040.00

c. mtrs. 100 32.00 3,200.00

d. mtrs. 75 23.00 1,725.00

e. 25mmØ Entrance Cap pc. 1 41.00 41.00

f. 25mmØ x 3m PVC Conduit Pipe pc. 1 131.00 131.00

g. pc. 1 26.00 26.00

h. 25mmØ PVC Male Adaptor pc. 1 8.00 8.00

i. 25mmØ Locknut pc. 1 6.00 6.00

j. 20mmØ Flexible Conduit mtrs. 48 8.00 384.00

k. 20mmØ x 3m PVC Conduit Pipe pcs. 15 86.00 1,290.00

l. pcs. 10 17.00 170.00

m. 20mmØ PVC Male Adaptor pcs. 12 6.00 72.00

n. 20mmØ PVC Coupling pcs. 8 5.00 40.00

o. 20mmØ Locknut pcs. 12 4.00 48.00

p. Welding Machine Outlet pc. 1 1,472.00 1,472.00

60 Amperes Main Circuit Breaker, 1 Ø, 250 V, Panel






q. Single Wire, Secondary Rack w/ Spool Insulator pc. 1 142.00 142.00

r. Surface Type Reflectorized Fluorescent pcs.

Luminaire with 1x40W Flourescent Tube pcs. 2 1,132.00 2,264.00

s. 23 Watts 3U CFL with Capsule pc. 3 148.00 444.00

t. 16" Ceiling Orbit Fan, Industrial Type pc. 1 2,200.00 2,200.00

u. Switch 1-Gang w/ plate (flush type) pcs. 2 90.00 180.00

v. Switch 2-Gang w/ plate (flush type) pcs. 2 107.00 214.00

w. Ceiling Socket with screw pcs. 3 31.00 93.00

x. Duplex Convenience Outlet w/ plate (flush type) pc. 3 107.00 321.00

y. Duplex Convenience Outlet w/ plate - pcs.

weatherproof (flush type) pcs. 1 173.00 173.00

z. 2" x 4" x 2" PVC Utility Box ( H.D.) pcs. 9 21.00 189.00

a1. 4" x 4" PVC Junction Box ( H.D.) w/ Cover pcs. 6 24.00 144.00

b1. #16 G.I. Tie Wire kgs. 2 75.00 150.00

c1. PVC Solvent Cement qrt. 0.5 460.00 230.00

d1. 1/4" Camridge / Mica Tube mtrs. 1 13.00 13.00

e1. 0.8mm x 19mm x 8m Polytype Electrical Tape pcs. 3 25.00 75.00

d1. 0.8mm x 19mm x 8m Rubber Tape pcs. 2 102.00 204.00










Item No./Description: SPL - 87 SUPPLY & INST. OF ELEC. FACILITIES FOR GUARD HOUSE, SIGNAGE & PERIMETER LIGHTINGS



Quantity: 1.00 lot


A. Labor

a. Skilled Worker 1 7.00 366.00 2,562.00

b. Laborer 1 7.00 317.00 2,219.00



B. Equipment

N.A.

Sub-Total for B P -



E. Materials

a. roll 2 4,725.00 9,450.00

b. 20mmØ x 3m PVC Conduit Pipe pcs. 35 86.00 3,010.00

c. pcs. 25 17.00 425.00

d. 20mmØ PVC Male Adaptor pcs. 12 6.00 72.00

e. 20mmØ PVC Coupling pcs. 18 5.00 90.00

f. 20mmØ Locknut pcs. 12 4.00 48.00

g. Surface Type Reflectorized Fluorescent Luminaire wi pc. 1 977.00 977.00

h. 23 Watts 3U CFL with Capsule pcs. 1 148.00 148.00

i. Spot Light Holder w/ 23watts Eco Par Energy Saving pc. 1 928.00 928.00

j. Switch 2-Gang w/ plate (flush type), w/ Led Set, 10A, pc. 1 107.00 107.00

k. Switch 3-Gang w/ plate (flush type), w/ Led Set, 10A, pc. 1 143.00 143.00

l. Ceiling Socket with screw pcs. 2 31.00 62.00

m. Duplex Convenience Outlet w/ plate (flush type) pcs. 1 107.00 107.00

n. Perimeter post lamp with cage, globe type,

(250mmx250mm) complete assembly with

23 watts Capsulated CFL sets 6 1,770.00 10,620.00

o. 2" x 4" x 2" PVC Utility Box ( H.D.) pcs. 3 21.00 63.00

p. 4" x 4" PVC Junction Box ( H.D.) w/ Cover pcs. 2 24.00 48.00

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

r. PVC Solvent Cement qrt. 0.5 460.00 230.00

s. 1/4" Camridge / Mica Tube mtr. 0.5 13.00 7.00

t. 0.8mm x 19mm x 8m Polytype Electrical Tape pcs. 3 25.00 75.00

u. 0.8mm x 19mm x 8m Rubber Tape pcs. 2 102.00 204.00











PROJECT NAME: PROPOSED PASOBOLONG GROUND TANK, ZAMBOANGA CITY

Item No./Description: SPL - 82 ELECTRICAL WORKS (BALUNO & BANDERA)



Quantity: 2.00 lots


A. Labor

a. Skilled Worker 1 22.00 366.00 8,052.00

b. Laborer 1 22.00 317.00 6,974.00



B. Equipment

N.A.

Sub-Total for B P -



E. Materials

SUPPLY, TESTING & INSTALLATION OF KW-HR METER, RACEWAY AND ACCESSORIES

Kiliwatthour Meter (Digital), 250 Volts, Single Phase, Assembly, 1 assy. 8,160.00 8,160.00

GE Class 200, 5 jaw, complete w/ Rectangular Base

Testing/Calibration FEE 1 lot 100.00 100.00

25mmØ Entrance Cap 1 pc. 41.00 41.00

25mmØ x 3m RSC Conduit Pipe 1 pc. 367.00 367.00

25mmØ RSC Male Adaptor 1 pc. 8.00 8.00

25mmØ Locknut 1 pc. 6.00 6.00

25mmØ Conduit Pipe Clamp 4 pc. 7.00 28.00

Single Wire, Secondary Rack w/ Spool Insulator 1 pc. 142.00 142.00

SUPPLY & INSTALLATION OF ELECTRICAL FACILITIES FOR OPERATORS ROOM

60 Amperes Main Circuit Breaker, Single Phase, 250 Volts, Panel 1 set 5,766.00 5,766.00

Board enclosed in Powder Coated Finished Panel Box

with 5 Single Phase Branches of:



60.00 mtrs. 84.00 5,040.00

92.00 mtrs. 32.00 2,944.00

75.00 mtrs. 23.00 1,725.00

25mmØ Entrance Cap 1.00 pc. 41.00 41.00

25mmØ x 3m PVC Conduit Pipe 1.00 pc. 131.00 131.00

1.00 pc. 26.00 26.00

25mmØ PVC Male Adaptor 1.00 pc. 8.00 8.00

25mmØ Locknut 1.00 pc. 6.00 6.00

20mmØ Flexible Conduit 48.00 mtrs. 8.00 384.00

20mmØ x 3m PVC Conduit Pipe 15.00 pcs. 86.00 1,290.00

10.00 pcs. 17.00 170.00

20mmØ PVC Male Adaptor 12.00 pcs. 6.00 72.00

20mmØ PVC Coupling 8.00 pcs. 5.00 40.00

20mmØ Locknut 12.00 pcs. 4.00 48.00

Single Wire, Secondary Rack w/ Spool Insulator 1.00 pc. 142.00 142.00

2.00 pcs. 1,132.00 2,264.00






Surface Type Reflectorized/Mirrorized Fluorescent Luminaire with 1x40 Watts Fluorescent Tube

23 Watts 3U CFL with Capsule 3.00 pcs. 148.00 444.00

18" Ceiling Orbit Fan, Industrial Type 1.00 pc. 5,477.00 5,477.00

Switch 1-Gang w/ plate (flush type), w/ Led Set, 10A, 250V 1.00 pc. 71.00 71.00

Switch 2-Gang w/ plate (flush type), w/ Led Set, 10A, 250V 2.00 pcs. 107.00 214.00

Ceiling Socket with screw 3.00 pcs. 31.00 93.00

Duplex Convenience Outlet w/ plate (flush type) 3.00 pcs. 107.00 321.00

Duplex Convenience Outlet w/ plate - weatherproof (flush type) 1.00 pc. 173.00 173.00

2" x 4" x 2" PVC Utility Box ( H.D.) 7.00 pcs. 21.00 147.00

4" x 4" PVC Junction Box ( H.D.) w/ Cover 9.00 pcs. 24.00 216.00

#16 G.I. Tie Wire 3.00 kgs. 75.00 225.00

PVC Solvent Cement 1.00 qrt. 460.00 460.00

1/4" Camridge / Mica Tube 1.00 mtrs. 13.00 13.00

0.8mm x 19mm x 8m Polytype Electrical Tape 5.00 pcs. 25.00 125.00

0.8mm x 19mm x 8m Rubber Tape 2.00 pcs. 102.00 204.00

SUPPLY & INSTALLATION OF ELECTRICAL FACILITIES FOR GUARD HOUSE & CHLORINATOR ROOM

35W E27 CFL Weather Proof Street Light 1.00 pc. 500.00 500.00

3.5mm2 TW Stranded Wire 1.00 roll 4,725.00 4,725.00

20mmØ Flexible Conduit 16.00 pcs. 8.00 128.00


20mmØ x 90o PVC Long Sweep Elbow 10.00 pcs. 17.00 170.00



20mmØ Locknut 12.00 pcs. 4.00 48.00

1.00 pc. 977.00 977.00

23 Watts 3U CFL with Capsule 3.00 pcs. 148.00 444.00

23 Watts PAR 38 Floodlight CFL bulb with Par Lamp Holder 1.00 pc. 928.00 928.00




Ceiling Socket with screw 4.00 pcs. 31.00 124.00

Duplex Convenience Outlet w/ plate (flush type) 2.00 pcs. 107.00 214.00

2" x 4" x 2" PVC Utility Box ( H.D.) 5.00 pcs. 21.00 105.00


#16 G.I. Tie Wire 2.00 kgs. 75.00 150.00


1/4" Camridge / Mica Tube 0.50 mtr. 13.00 6.50

0.8mm x 19mm x 8m Polytype Electrical Tape 5.00 pcs. 25.00 125.00

0.8mm x 19mm x 8m Rubber Tape 2.00 pcs. 102.00 204.00

SUPPLY & INSTALLATION OF ELECTRICAL FACILITIES FOR SIGNAGE AND PERIMETER LIGHTINGS

3.5mm2 TW Stranded Wire 2.00 rolls 4,725.00 9,450.00


20mmØ x 90o PVC Long Sweep Elbow 8.00 pcs. 17.00 136.00



20mmØ Locknut 12.00 pcs. 4.00 48.00

Perimeter post lamp with cage, globe type, (250mmx250mm)

complete assembly with 23 watts Capsulated CFL 6.00 sets 1,770.00 10,620.00


#16 G.I. Tie Wire 3.00 kgs. 75.00 225.00


1/4" Camridge / Mica Tube 2.00 mtrs. 13.00 26.00

0.8mm x 19mm x 8m Polytype Electrical Tape 5.00 pc. 25.00 125.00

0.8mm x 19mm x 8m Rubber Tape 2.00 pc. 102.00 204.00




Surface Type Reflectorized/Mirrorized Fluorescent Luminaire with 1x20 Watts Fluorescent Tube





Pricelist as of February 2013 155 of 261 Dumalon W.S. Reservoir Tank_Fin




Project : CONST. OF TWO UNITS - THREE HUNDRED (300.00) CUBIC RESERVOIR TANK AT SITIO BANDERA, BRGY. DULIAN & AT BR Service Area : Dumalon, Zambales, Baluno, Capisan, Malagutay, San Roque, Calarian, Cawit, Sinunuc & Maasin Location : Sitio Bandera, Brgy. Dulian & Brgy. Baluno, Zamboanga City Scope of Work:

A. NON ENGINEERING BASIC COSTI. MATERIAL TESTINGII. BUILDING PERMIT FEEIII. CONST. OF TWO (2.00) UNITS TEMPORARY FACILITYIV. SUPERVISION

B. ENGINEERING BASIC COST1. CONSTRUCTION OF 300 CU.M. GROUND RESERVOIR AT SITIO BANDERA, DULIAN, Z.C.

I. MOBILIZATION/DEMOBILIZATION/HAULING OF MATERIALII. CONSTRUCTION OF 300.00 CU.M. GROUND TANK

1. CLEARING/ LAYOUT & EXCAVATION WORKS (262.00 Cu.M.)2. SCAFFOLDING & FORM WORKS3. CONCRETE WORKS (148.20 Cu.M.)4. REINFORCED STEEL WORKS (23,329.60 KGS.)5. MASONRY WORKS (762.00 Sq.M.)6. STEEL WORKS 7. DISINFECTION/LEAKAGE TEST & GROUTING LEAK8. SUPPLY & INST. OF GATE VALVES, DIFFERENTIAL FLOAT CONTROL VALVE & APPURTENANCES9. SUPPLY & INSTALLATION OF TWO UNITS - 100MMØ FLOW METER & CONST OF CONCRETE VALVE BOX10. PAINTING WORKS (223.00 Sq.M.)11. WATER PROOFING WORKS FOR TOP SLAB 12. SUPPLY & INST. OF 40GPD HYPOCHLORINATOR

III. CONST. OF CONCRETE PERIMETER FENCE 1. CLEARING/LAYOUTING & EXCAVATION WORKS 2. CONCRETING WORKS (14.80 Cu.M.)3. REINFORCED STEEL WORKS (1,940.10 KGS.)4. MASONRY WORKS:5. FORMS & SCAFFOLDING WORKS:6. STEEL WORKS:7. PAINTING WORKS

IV. CONSTRUCTION OF (12.40 SQ. MTR.) OPERATOR'S ROOM1. 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) 9. STEEL WORKS (WINDOW GRILLES) 10. WATER PROOFING WORKS (LUMP SUM)11. PAINTING WORKS (120.00 Sq. M.)12. CONSTRUCTION OF SEPTIC VAULT (SEALED)

V. CONSTRUCTION OF GUARD HOUSE (2.89 SQ. M.)1. EXCAVATION WORKS (1.60 CU.M.)2. CONCRETE WORKS (3.00 Cu.M.)3. REINFORCED STEEL WORKS ( 660.00 KGS.)4. MASONRY WORKS5. TILE WORKS (2.56 Sq. M.)6. FORM & SCAFFOLDING WORKS7. CARPENTRY WORKS8. STEEL WORKS9 GLASS WORKS (LUMP SUM)10. PLUMBING WORKS11. WATERPROOFING WORKS (LUMP SUM)12. PAINTING WORKS (48.00 Sq. M.)

VI. CONSTRUCTION OF (2.73 SQ. MTR.) CHLORINE ROOM1. CONCRETE & REINFORCED STEEL WORKS2. MASONRY WORKS3. CARPENTRY WORKS4. PAINTING WORKS5. WATER PROOFING WORKS (LUMP SUM)

VII. CONSTRUCTION OF 200MM Ø & 300MM Ø RCCP DRAINAGE SYSTEMVIII. CONSTRUCTION OF CONCRETE CATWALK/DRIVE WAY IX. LANDSCAPING WORKSX. ELECTRICAL WORKS

2. CONSTRUCTION OF 300 CU.M. GROUND RESERVOIR AT BALUNO, Z.C.I. MOBILIZATION/DEMOBILIZATION/HAULING OF MATERIALII. CONSTRUCTION OF 300.00 CU.M. GROUND TANK

1. CLEARING & EXCAVATION WORKS (262.00 Cu.M.)2. SCAFFOLDING & FORM WORKS3. CONCRETE WORKS (148.20 Cu.M.)4. REINFORCED STEEL WORKS (23,329.60 KGS.)


5. MASONRY WORKS (762.00 Sq.M.)6. STEEL WORKS 7. DISINFECTION/LEAKAGE TEST & GROUTING LEAK8. SUPPLY & INST. OF GATE VALVES, DIFFERENTIAL FLOAT CONTROL VALVE & APPURTENANCES9. SUPPLY & INSTALLATION OF TWO UNITS - 100MMØ FLOW METER & CONST OF CONCRETE VALVE BOX10. PAINTING WORKS (223.00 Sq.M.)11. WATER PROOFING WORKS FOR TOP SLAB 12. SUPPLY & INST. OF 40GPD HYPOCHLORINATOR

III. CONST. OF CONCRETE PERIMETER FENCE 1. CLEARING/LAYOUTING & EXCAVATION WORKS 2. CONCRETING WORKS (14.80 Cu.M.)3. REINFORCED STEEL WORKS (1,940.10 KGS.)4. MASONRY WORKS:5. FORMS & SCAFFOLDING WORKS:6. STEEL WORKS:7. PAINTING WORKS8. SIGNAGE WITH STAND & FRAME

IV. CONSTRUCTION OF (12.40 SQ. MTR.) OPERATOR'S ROOM1. 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) 9. STEEL WORKS (WINDOW GRILLES) 10. WATER PROOFING WORKS (LUMP SUM)11. PAINTING WORKS (120.00 Sq. M.)12. CONSTRUCTION OF SEPTIC VAULT (SEALED)

V. CONSTRUCTION OF GUARD HOUSE (2.89 SQ. M.)1. EXCAVATION WORKS (1.60 CU.M.)2. CONCRETE WORKS (3.00 Cu.M.)3. REINFORCED STEEL WORKS ( 660.00 KGS.)4. MASONRY WORKS5. TILE WORKS (2.56 Sq. M.)6. FORM & SCAFFOLDING WORKS7. CARPENTRY WORKS8. STEEL WORKS9 GLASS WORKS (LUMP SUM)10. PLUMBING WORKS11. WATERPROOFING WORKS (LUMP SUM)12. PAINTING WORKS (48.00 Sq. M.)

VI. CONSTRUCTION OF (2.73 SQ. MTR.) CHLORINE ROOM1. CONCRETE & REINFORCED STEEL WORKS2. MASONRY WORKS3. CARPENTRY WORKS4. PAINTING WORKS5. WATER PROOFING WORKS (LUMP SUM)

VII. CONSTRUCTION OF 200MM Ø & 300MM Ø RCCP DRAINAGE SYSTEMVIII. CONSTRUCTION OF CONCRETE CATWALK/DRIVE WAY X. LANDSCAPING WORKSXI. ELECTRICAL WORKS

TOTAL PROJECT COST: Php 21,413,665.80

A. NON ENGINEERING BASIC COSTI. MATERIAL TESTING1. ITEM 404 REINFORCED STEEL (Quality Test for each size)

10mmØ Deformed Steel Bar Grade 33 4 tests 600.00 2,400.0012mmØ Deformed Steel Bar Grade 33 4 tests 600.00 2,400.0016mmØ Deformed Steel Bar Grade 33 4 tests 600.00 2,400.0020mmØ Deformed Steel Bar Grade 40 4 tests 600.00 2,400.0025mmØ Deformed Steel Bar Grade 40 4 tests 600.00 2,400.00


2. ITEM 405 STRUCTURAL CONCRETEPortland Cement (Quality Test) 4 tests 1,800.00 7,200.00Fine Aggregates (Complete Test) 4 tests 1,500.00 6,000.00Course Aggregates (Complete Test) 4 tests 1,500.00 6,000.00100mm Concrete Hollow Block (Compressive Strength & Moisture Content) 4 tests 400.00 1,600.00150mm Concrete Hollow Block (Compressive Strength & Moisture Content) 4 tests 400.00 1,600.00

Compressive Strength Test:for Foundations 10 tests 250.00 2,500.00for Column 10 tests 250.00 2,500.00for slab 8 tests 250.00 2,000.00for beam 8 tests 250.00 2,000.00TOTAL COST OF MATERIAL TESTING

II. BUILDING PERMIT FEE 2 lot 15,000.00 30,000.00TOTAL COST OF BUILDING PERMIT FEE

III. CONST. OF TWO (2.00) UNITS TEMPORARY FACILITYa. Materials:

30 pcs. - 2" x 4" x 10' Coco Lumber 133 bd.ft. 20.00 2,660.0036 pcs. - 2" x 3" x 10' Coco Lumber 180 bd.ft. 20.00 3,600.0040 pcs. - 2" x 2" x 10' Coco Lumber 133 bd.ft. 20.00 2,660.00* 12mm thk x 1.20m x 2.40m Ordinary Plywood 20 shts. 975.00 19,500.00Gauge 26 x 1.80m Length Corrugated G.I. Roofing Sheets 24 shts. 221.00 5,304.002" C.W. Umbrella Roofing Nails 1 kg. 70.00 70.002" C.W. Nail 1 kg. 65.00 65.003" C.W. Nail 1 kg. 70.00 70.004" C.W. Nail 1 kg. 70.00 70.00

b. Labor:2 - Skilled Worker 2 days 366.00 1,464.002 - Laborer 2 days 317.00 1,268.00

TOTAL COST OF CONSTRUCTION OF TEMP. FACILITY

IV. SUPERVISION2 - Engineering Assistant 240 days 524.00 251,520.00

TOTAL COST OF SUPERVISION

B. ENGINEERING BASIC COST

1. CONSTRUCTION OF 300 CU.M. GROUND RESERVOIR AT SITIO BANDERA, DULIAN, Z.C.I. MOBILIZATION/DEMOBILIZATION/HAULING OF MATERIAL

1. MOBILIZATION/DEMOBILIZATION 1 lot ### 50,000.00

2. HAULING OF MATERIALSa. Labor:

4 - Laborer 30 days 317.00 38,040.00

b. Equipment Rental/Fuel1 - Unit Hauling Truck (w/ Operator & Fuel) 30 days 9,600.00 288,000.00

TOTAL COST OF MOBILIZATION/DEMOBILIZATION/HAULING OF MATERIAL

II. CONSTRUCTION OF 300.00 CU.M. GROUND TANK1. CLEARING/ LAYOUT & EXCAVATION WORKS (262.00 Cu.M.)a. Labors:

4 -Contractual Laborer 5 days 366.00 7,320.00

b. Equipment/Fuel:1 - Unit Backhoe (w/ Fuel & Operator) 5 days 8,000.00 40,000.001 - Unit Water Pump (w/ Fuel) 2 days 600.00 1,200.001 - Unit Powersaw (w/ Operator & Fuel) 2 days 2,000.00 4,000.00

TOTAL COST OF EXCAVATION WORKS

2. SCAFFOLDING & FORM WORKSa. Materials:800 - pcs. 2" x 2" x 10' Coco Lumber 2667 bd.ft. 20.00 53,340.00600 - pcs. 2" x 3" x 10' Coco Lumber 3000 bd.ft. 20.00 60,000.00400 - pcs. 2" x 4" x 10' Coco Lumber 2667 bd.ft. 20.00 53,340.00

12mmThk. x 1.20m. x 2.40m. Ordinary Plywood 140 shts. 975.00 136,500.004" C.W. Nail 50 kgs. 70.00 3,500.003" C.W. Nail 40 kgs. 70.00 2,800.00


1-1/2" C.W. Nail 30 kgs. 65.00 1,950.00

b. Labors:4 - Carpenter 30 days 366.00 43,920.008 - Laborer 30 days 317.00 76,080.00

TOTAL COST OF SCAFFOLDING & FORM WORKS

3. CONCRETE WORKS (148.20 Cu.M.)a. Materials:

3.1. Lean Concrete (50mm Thk x 105.00 Sq.M.)Portland Cement 48 bags 245.00 11,760.00Washed Sand 4.5 cu.m. 1,000.00 4,500.00

3.2. Footing (F-3) (4 Units):Portland Cement 30 bags 245.00 7,350.00Washed Sand 1.25 cu.m. 1,000.00 1,250.00Gravel (G1) 2 cu.m. 1,000.00 2,000.00150mm Boulders 1.5 cu.m. 1,000.00 1,500.00Concrete Waterproofing Compound (900g) 30 packs 30.00 900.00

3.3. Footing (F-4) (6 Units):Portland Cement 48 bags 245.00 11,760.00Washed Sand 2 cu.m. 1,000.00 2,000.00Gravel (G1) 3.25 cu.m. 1,000.00 3,250.00150mm Boulders 2.5 cu.m. 1,000.00 2,500.00Concrete Waterproofing Compound (900g) 48 packs 30.00 1,440.00

3.4. Footing (F-1A) (1 Unit):Portland Cement 3 bags 245.00 735.00Washed Sand 0.13 cu.m. 1,000.00 125.00Gravel (G1) 0.25 cu.m. 1,000.00 250.00150mm Boulders 0.25 cu.m. 850.00 213.00

3.5. Column (C-3) (4 Units):Portland Cement 30 bags 245.00 7,350.00Washed Sand 1.25 cu.m. 1,000.00 1,250.00Gravel (G1) 2 cu.m. 1,000.00 2,000.00Concrete Addmix (150g) 30 packs 35.00 1,050.00Concrete Waterproofing Compound (900g) 30 packs 30.00 900.00

3.6. Column (C-4) (6 Units):Portland Cement 50 bags 245.00 12,250.00Washed Sand 2.25 cu.m. 1,000.00 2,250.00Gravel (G1) 3.25 cu.m. 1,000.00 3,250.00Concrete Addmix (150g) 50 packs 35.00 1,750.00Concrete Waterproofing Compound (900g) 50 packs 30.00 1,500.00

3.7. Column (C-1A) (1 Unit):Portland Cement 3 bags 245.00 735.00Washed Sand 0.13 cu.m. 1,000.00 125.00Gravel (G1) 0.25 cu.m. 1,000.00 250.00

3.8. Tie Beam (TB) (2 Units):Portland Cement 19 bags 245.00 4,655.00Washed Sand 0.75 cu.m. 1,000.00 750.00Gravel (G1) 1.25 cu.m. 1,000.00 1,250.00Concrete Addmix (150g) 19 packs 35.00 665.00Concrete Waterproofing Compound (900g) 19 packs 30.00 570.00

3.9. Beam (RCB1, RCB2 & RCB3) Portland Cement 17 bags 245.00 4,165.00Washed Sand 0.75 cu.m. 1,000.00 750.00Gravel (G1) 1.25 cu.m. 1,000.00 1,250.00Concrete Addmix (150g) 17 packs 35.00 595.00

3.10. Wall Footing (L=51.06 m):Portland Cement 163 bags 245.00 39,935.00Washed Sand 7 cu.m. 1,000.00 7,000.00Gravel (G1) 10.8 cu.m. 1,000.00 10,750.00Concrete Addmix (150g) 163 packs 35.00 5,705.00Concrete Waterproofing Compound (900g) 163 packs 30.00 4,890.00

3.11. Bottom SlabWashed Sand (for Ground Tank Bottom Slab Envelope) 30 cu.m. 1,000.00 30,000.00Portland Cement 131 bags 245.00 32,095.00Washed Sand 5.75 cu.m. 1,000.00 5,750.00Gravel (G1) 8.5 cu.m. 1,000.00 8,500.00Concrete Addmix (150g) 131 packs 35.00 4,585.00Concrete Waterproofing Compound (900g) 131 packs 30.00 3,930.00

3.12. Top SlabPortland Cement 155 bags 245.00 37,975.00Washed Sand 7 cu.m. 1,000.00 7,000.00


Gravel (G1) 10.3 cu.m. 1,000.00 10,250.00Concrete Addmix (150g) 155 packs 35.00 5,425.00Concrete Waterproofing Compound (900g) 155 packs 30.00 4,650.00

3.13. StairPortland Cement 20 bags 245.00 4,900.00Washed Sand 0.75 cu.m. 1,000.00 750.00Gravel (G1) 1.25 cu.m. 1,000.00 1,250.00


3.14. Wall (L = 51.06m)Portland Cement 576 bags 245.00 141,120.00Washed Sand 25.5 cu.m. 1,000.00 25,500.00Gravel (G1) 38 cu.m. 1,000.00 38,000.00Concrete Waterproofing Compound (900g) 576 packs 30.00 17,280.00Concrete Addmix (150g) 576 packs 35.00 20,160.00200mm Water Stop 200 ln.mtr. 380.00 76,000.00

3.15. Junction BoxPortland Cement 21 bags 245.00 5,145.00Washed Sand 0.75 cu.m. 1,000.00 750.00Gravel (G1) 1.25 cu.m. 1,000.00 1,250.00Concrete Waterproofing Compound (900g) 18 packs 30.00 540.00

b. Labors:4 - Mason 32 days 366.00 46,848.00

20 - Contractual Laborers 32 days 317.00 202,880.00

c. Equipment Rental:1 - Unit Water Pump (w/ Fuel) 16 days 600.00 9,600.002 - Units One - Bagger Mixer (w/ Fuel) 32 days 1,500.00 96,000.002 - Concrete Vibrator (w/ Fuel) 32 days 1,000.00 64,000.00

TOTAL COST OF CONCRETE WORKS

4. REINFORCED STEEL WORKS (23,329.60 KGS.)a. Materials:

4.1. Footing (F-1) (4- Units)40 pcs. 1,045.00 41,800.00

#16 G.I. Tie Wire 3 kgs. 75.00 225.00


#16 G.I. Tie Wire 2 kgs. 75.00 150.00

4.3. Footing (F-3) (1- Unit)2 pcs. 480.00 960.00

#16 G.I. Tie Wire 1 kg. 75.00 75.00

4.4. Tie Beam (TB) (3 - Units)14 pcs. 1,045.00 14,630.0024 pcs. 190.00 4,560.00

#16 G.I. Tie Wire 3 kgs. 75.00 225.00

4.5. Column (C - 1) (4 Units)48 pcs. 1,045.00 50,160.0075 pcs. 190.00 14,250.00

#16 G.I. Tie Wire 11 kgs. 75.00 825.00


#16 G.I. Tie Wire 8 kgs. 75.00 600.00

4.7. Column(C-3) (1- Unit)2 pcs. 480.00 960.002 pcs. 165.00 330.00

#16 G.I. Tie Wire 1 kg. 75.00 75.00

4.8. Wall Footing 44 pcs. 1,045.00 45,980.0046 pcs. 682.00 31,372.00

#16 G.I. Tie Wire 8 kgs. 75.00 600.00

4.9. Bottom Slab5 pcs. 682.00 3,410.00

156 pcs. 550.00 85,800.0070 pcs. 480.00 33,600.00

#16 G.I. Tie Wire 35 kgs. 75.00 2,625.00

4.10. Top Slab210 pcs. 270.00 56,700.00

#16 G.I. Tie Wire 35 kgs. 75.00 2,625.00

4.11. Stair & Stair Foundation26 pcs. 480.00 12,480.00

9 pcs. 270.00 2,430.0053 pcs. 190.00 10,070.00

#16 G.I. Tie Wire 4 kgs. 75.00 300.00

4.12. Beam (RCB 1) 18 pcs. 682.00 12,276.0019 pcs. 190.00 3,610.00

#16 G.I. Tie Wire 4 kgs. 75.00 300.00

25mmØ x 6.00m. Deformed Reinf. Steel Bar



25mmØ x 6.00m. Deformed Reinf. Steel Bar10mmØ x 6.00m. Deformed Reinf. Steel Bar





20mmØ x 6.00m. Deformed Reinf. Steel Bar16mmØ x 7.50m. Deformed Reinf. Steel Bar16mmØ x 6.00m. Deformed Reinf. Steel Bar





4.13. Beam (RCB 2 & RCB 3) :8 pcs. 682.00 5,456.00

10 pcs. 190.00 1,900.00#16 G.I. Tie Wire 2 kgs. 75.00 150.00



4.14. Wall (L=44.00m)301 pcs. 1,045.00 314,545.00175 pcs. 682.00 119,350.00365 pcs. 480.00 175,200.00

26 pcs. 320.00 8,320.0026 pcs. 270.00 7,020.00

#16 G.I. Tie Wire 35 kgs. 75.00 2,625.00

4.15. Junction Box1 pc. 190.00 190.003 pcs. 480.00 1,440.00

24 pcs. 270.00 6,480.00#16 G.I. Tie Wire 3 kgs. 65.00 195.00Hacksaw Blade 80 pcs. 75.00 6,000.00

b. Labors:4 - Steel Man 38 days 366.00 55,632.004 - Contractual Laborers 38 days 317.00 48,184.00

c. Equipment:Bar Bender 38 days 300.00 11,400.00Bar Cutter 38 days 300.00 11,400.00TOTAL COST OF REINFORCED STEEL WORKS

5. MASONRY WORKS (762.00 Sq.M.)a. Materials:

Portland Cement 90 bags 245.00 22,050.00Fine Sand (For Plastering) 8.75 cu.m. 1,400.00 12,250.00

b. Labors:2 - Mason 22 days 366.00 16,104.002 - Contractual Laborers 22 days 317.00 13,948.00

TOTAL COST OF MASONRY WORKS

6. STEEL WORKS a. Materials:6.1. Manhole Cover w/ Steel Ladder (3- Units)

6mm Thk. x 50mm x 6.0m Stainless Steel Flat Bar 4 pcs. 9,000.00 36,000.006mm Thk. x 50mm x 50mm x 6.00m Stainless Angle Bar 2 pcs. ### 32,000.0016mmØ x 100mm Stainless Steel L-Type Anchor Bolt w/ Nuts & Washers 18 pcs. 150.00 2,700.0016mmØ x 6.0m Stainless Plain Round Bar 4 pcs. ### 49,600.001.20m x 2.40m x Ga. No. 16 Stainless Plain Sheet 2 shts. 3,800.00 7,600.0010mmØ x 6.0m M.S. Plain Round Bar 1 pc. 190.00 190.00Hacksaw Blade 8 pcs. 65.00 520.00Welding Rod (6011) 10 kgs. 160.00 1,600.00Welding Rod (Stainless) 5 kgs. 580.00 2,900.00

6.2. Hand Rail:50mmØ x 6.0m G.I. Pipe (ASTM A-53 90A Heavy Gauge Standard) 14 pcs. 1,720.00 24,080.0016mm x 16mm x 6.00m MS Square Bar 50 pcs. 781.00 39,050.00Hacksaw Blade 20 pcs. 65.00 1,300.00Welding Rod (6011) 20 kgs. 160.00 3,200.00Hacksaw Blade 30 pcs. 65.00 1,950.00

6.3. Junction Box6mm Thk. x 50mm x 6.0m MS Flat Bar 1 pc. 880.00 880.0016mmØ x 6.0m MS Plain Round Bar 1 pc. 495.00 495.006mm Thk. x 50mm x 50mm x 6.0m MS Angle Bar 1 pc. 1,500.00 1,500.0016mmØ x 100mm Stainless Steel (L-Type) Bolt w/ Nut & Washer 6 pcs. 150.00 900.00Hacksaw Blade 4 pcs. 65.00 260.00Welding Rod (6011) 2 kgs. 160.00 320.00

b. Labors:2 - Welder 30 days 394.00 23,640.002 - Contractual Laborers 30 days 317.00 19,020.00

c. Equipment:1 - Unit Welding Machine 30 days 2,200.00 66,000.001 - Unit Disk Grinder 30 days 400.00 12,000.00

4" Grinding Wheel 4 pcs. 180.00 720.00TOTAL COST OF STEEL WORKS

7. DISINFECTION/LEAKAGE TEST & GROUTING LEAKa. Materials:

Chlorine Powder 25 kgs. 280.00 7,000.00Hydraulic Cement (4-Liter/Gal) 40 gals. 1,300.00 52,000.00

25mmØ x 6.00m. Deformed Reinf. Steel Bar20mmØ x 6.00m. Deformed Reinf. Steel Bar16mmØ x 6.00m. Deformed Reinf. Steel Bar12mmØ x 7.50m. Deformed Reinf. Steel Bar12mmØ x 6.00m. Deformed Reinf. Steel Bar

10mmØ x 6.00m. Plain Round Bars16mmØ x 6.00m. Deformed Reinf. Steel Bar12mmØ x 6.00m. Deformed Reinf. Steel Bar


b. Labor:1 - Skilled Worker 6 days 366.00 2,196.002 - Contractual Laborer 6 days 317.00 3,804.00

TOTAL COST OF DISINFECTION & LEAKAGE TEST

8. SUPPLY & INST. OF GATE VALVES, DIFFERENTIAL FLOAT CONTROL VALVE & APPURTENANCESa. Materials:D1Supply & Installation of Differential Float Control Valve

Supply & Installation of 150mmØ Differential Float Controlled Valve, F/F 2 units ### 685,200.00 w/ 2-Units Steel Ring Flange

Specifications:The valve will be controlled by a differential float-operated, maximum differential level of 4.00 meters, maximum flowrate equals to 40.00 LPSThe differential float controlled valve will be installed below the water level, constructed with concrete valve boxThe valve will be a hydraulically operated, diaphragm actuated,Face to face length dimension meets ISO 57529S-10 Standard, Flanged end Connection in Accordance w/ ANSIMaximum pressure rating of PN16 (230 psi)

150mmØ C.I. Sleeve Type Flexible Coupling, (G.I.-B.I.) 2 pcs. 5,500.00 11,000.00150mmØ C.I. Sleeve Type Flexible Coupling, (G.I.-PVC) 2 pcs. 5,500.00 11,000.006mm thk Rubber Gasket 4 kgs. 75.00 300.0016mmØ x 100mm Anchor Bolts w/ Nuts & Washer 32 pcs. 125.00 4,000.00

Construction of two (2.0) units concrete valve boxPortland Cement 26 bags 245.00 6,370.00 Washed Sand 1.25 cu.m. 1,000.00 1,250.00 Gravel (G1) 2.5 cu.m. 1,000.00 2,500.00 16mmØ x 6.00m Deformed Reinf. Steel Bar 46 pcs. 480.00 22,080.00 #16 GI Tie Wire 5 kgs. 75.00 375.00 16mmØ x 6.00m Stainless Steel Round Bar (Type 304) 1 pc. ### 12,500.00 8mmØ x 6.00m M.S. Plain Round Bar 1 pc. 160.00 160.00 16mmØ x 6.00m M.S. Plain Round Bar 10 pcs. 495.00 4,950.00 38mmØ x 6.00m G.I. Pipe ASTM A53-90A Heavy Gauge Standard 1 pc. 1,800.00 1,800.00 6mm Thk x 50mm x 50mm x 6.00m MS Angle Bar 2 pcs. 1,500.00 3,000.00 12mm Thk x 1.20m x 2.40m Ordinary Plywood 6 shts. 975.00 5,850.00 40 pcs - 2" x 2" x 10' Coco Lumber 133 bd.ft. 20.00 2,660.00 40 pcs - 2" x 3" x 10' Coco Lumber 200 bd.ft. 20.00 4,000.00 40 pcs - 2" x 4" x 10' Coco Lumber 267 bd.ft. 20.00 5,340.00 4" C.W. Nail 2 kgs. 70.00 140.00 3" C.W. Nail 2 kgs. 70.00 140.00 1-1/2" C.W. Nail 1 kg. 65.00 65.00 Hacksaw Blade 12 pcs. 65.00 780.00 Welding Rod (6011) 3 kgs. 160.00 480.00

b. Labor:3 - Skilled Worker 8 days 366.00 8,784.001 - Pipe Fitter 8 days 341.00 2,728.006 - Contractual Laborers 8 days 317.00 15,216.00

Valves & Appurtenances:D2

150mmØ x 150mmØ C.I. Tee, F/F, Flange End In Accordance w/ ANSI B16.1 Class 1 pc. 0.00150mmØ C.I. Adaptor, F/P, Flange End In Accordance w/ ANSI B16.1 Class 125 2 pcs. 0.00150mmØ C.I. Sleeve Type Flexible Coupling (PVC-CI) 2 pcs. 0.00150mmØ Steel Blind Flange in Accordance w/ AWWA C207 Class D-Std. 1 pc. 0.0019mmØ x 88mm Stainless Steel (Type 304) Bolt w/ Nut & Washer 24 pcs. 0.006mm Thick Rubber Gasket 3 kgs. 0.00

D3150mmØ x 150mmØ C.I. Tee, F/F, Flange End In Accordance w/ ANSI B16.1 Class 1 pc. 0.00150mmØ C.I. Adaptor, F/P, Flange End In Accordance w/ ANSI B16.1 Class 125 3 pcs. 0.00150mmØ C.I. Sleeve Type Flexible Coupling (PVC-CI) 3 pcs. 0.0019mmØ x 88mm Stainless Steel (Type 304) Bolt w/ Nut & Washer 24 pcs. 0.006mm Thick Rubber Gasket 3 kgs. 0.00

D4 & D54 pcs. 0.00

D6200mmØ C.I. Body Gate Valve, F/F, PN16, NRS, Flange End in Accordance w/ ANSI 2 pcs. 0.00200mmØ C.I. Adaptor, F/P, Flange End In Accordance w/ ANSI B16.1 Class 125 4 pcs. 0.00200mmØ C.I. Sleeve Type Flexible Coupling (PVC-CI) 2 pcs. 0.00200mmØ C.I. Sleeve Type Flexible Coupling (CI-BI) 2 pcs. 0.00200mmØ x 6.00m B.I. Pipe, (ASTM A53-90A Heavy Gauge Standard) 1 pc. 0.00200mmØ Fabricated Flange (see Plans for Shop Drawing) 2 pcs. 0.006mm Thick Rubber Gasket 4 kgs. 0.00

D74 pcs. 0.00

D8

150mmØ x 450 PVC Bend, Class 150, B/S, w/ R.R.



4 pcs. 0.00

Under Drain Pipes & Appurtenances100mmØ C.I. Body Gate Valve, F/F, PN16, NRS, Flange End in Accordance w/ ANSI 1 pc. 7,940.00 7,940.00150mmØ C.I. Valve Box Cover 1 ps. 950.00 950.00100mmØ x 6.00m PVC Pipe Class 150, B/S, w/ R.R. 6 pcs. 1,600.00 9,600.00100mmØ Mechanical End Cap, 4 pcs. 950.00 3,800.00100mm x 100mmØ C.I. Tee, M/M 3 pcs. 4,300.00 12,900.00Geotextile Filter Fabric 12 sq.m. 200.00 2,400.00

Air Vent100mmØ x 6.00m G.I. Pipe, ASTM A53-90A Heavy Gauge Std. 1 pc. 4,800.00 4,800.00

4 pcs. 870.00 3,480.00100mmØ G.I. End Cap, ANSI B16.3 Class 150 Std. 2 pcs. 540.00 1,080.00

b. Labor:2 - Pipefitter 4 days 341.00 2,728.004 - Laborer 4 days 317.00 5,072.00

TOTAL COST OF GATE VALVES, DIFFERENTIAL FLOAT CONTROL VALVE & APPURTENANCES

9. SUPPLY & INSTALLATION OF TWO UNITS - 100MMØ FLOW METER & CONST OF CONCRETE VALVE BOXa. Materials :Supply & Inst. of 100mmØ Full Bore Electromagnetic Flowmeter F/F w/ 2-Units Steel F 2 units ### 572,000.00Specification:

100mmØ Electro-Magnetic Flowmeter, ANSI 16.5, Class-150,Flanged-Typed, Transmitter accuracy of 0.40% of rate, with highly accurate bi-directional measurements, battery powered, with internal battery pack of five (05) years maintenance free battery life.Complete with two (02) mating flanges and the desired stainless steel bolts, nuts, washers with rubber gaskets. Unit is remote-type with complete accessories and with integrated GSM Data Logger (wall-mounted typed signal converter) which records/logs the flow & pressure, and is compatible with the sensor EM Flowmeter with a recording interval programmable between 1 second & 1 hour. EM Flowmeter & Logger housing is fully water proofed (IP68). Data can be accessed remotely using a standard GSM mobile phone thru simple text message to the host computer provided with a windows-based software which can monitor multiple data loggers.24 months warranty, with Wet Calibration Certificate per unit upon delivery.The unit includes the following accessories:

Fifty (50) meters flow input cable with pvc conduit up to the pump house, communication cable, Windows-based configuration software for PC's, Two channel flow splitter cable (50 meters), 50 meters hose for pressure line with fittings (quick fit connection).


100mmØ C.I. Sleeve Type Flexible Coupling, (G.I.-PVC) 2 pcs. 3,915.00 7,830.00100mmØ C.I. Adaptor, F/P, Flange End In Accordance w/ ANSI B16.1 Class 125 2 pcs. 2,541.00 5,082.006mm thk Rubber Gasket 5 kgs. 75.00 375.0016mmØ x 100mm Anchor Bolts w/ Nuts & Washer 16 pcs. 95.00 1,520.00

Construction of 2 - Units Concrete Valve BoxPortland Cement 28 bags 245.00 6,860.00 Washed Sand 1.25 cu.m. 1,000.00 1,250.00 Gravel (G1) 2.5 cu.m. 1,000.00 2,500.00 16mmØ x 6.00m Deformed Reinf. Steel Bar 44 pcs. 480.00 21,120.00 #16 GI Tie Wire 5 kgs. 75.00 375.00 16mmØ x 6.00m Stainless Steel Round Bar (Type 304) 1 pc. ### 12,500.00 8mmØ x 6.00m M.S. Plain Round Bar 1 pc. 160.00 160.00 16mmØ x 6.00m M.S. Plain Round Bar 2 pcs. 495.00 990.00 38mmØ x 6.00m G.I. Pipe ASTM A53-90A Heavy Gauge Standard 1 pc. 1,800.00 1,800.00 6mm Thk x 50mm x 50mm x 6.00m MS Angle Bar 1 pc. 1,500.00 1,500.00 12mm Thk x 1.20m x 2.40m Ordinary Plywood 8 shts. 975.00 7,800.00 60 pcs - 2" x 2" x 10' Coco Lumber 200 bd.ft. 20.00 4,000.00 40 pcs - 2" x 3" x 10' Coco Lumber 200 bd.ft. 20.00 4,000.00 40 pcs - 2" x 4" x 10' Coco Lumber 267 bd.ft. 20.00 5,340.00 4" C.W. Nail 2 kgs. 70.00 140.00 3" C.W. Nail 2 kgs. 70.00 140.00 1-1/2" C.W. Nail 1 kg. 65.00 65.00 Hacksaw Blade 6 pcs. 65.00 390.00 Welding Rod (6011) 2 kgs. 160.00 320.00


TOTAL COST OF SUPPLY & INSTALLATION OF 100MMØ FLOW METER & CONST OF CONCRETE VALVE BO

10. PAINTING WORKS (223.00 Sq.M.)a. Materials:

Concrete Neutralizer 6 gals. 320.00 1,920.00


100mmØ x 90o G.I. Elbow, ANSI B16.3 Class 150 Std.


Solvent Based Acrylic Paint Primer 10 gals. 1,050.00 10,500.00Solvent Based Acrylic Cast 10 gals. 500.00 5,000.00Solvent Based Acrylic Paint Top Coat White Gloss 20 gals. 1,050.00 21,000.00Solvent Based Acrylic Paint Reducer 6 gals. 420.00 2,520.00Lacquer thinner 8 gals. 250.00 2,000.00Body Filler w/ Hardener 2 gals. 640.00 1,280.00Sand paper #150 2 doz. 150.00 300.00Sand paper #120 2 doz. 150.00 300.00Red 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 2 pints 105.00 210.00Lamp Black Tinting Color for Solvent Based Acrylic Paint 2 pints 105.00 210.00Red Lead Paint Primer 2 gals. 570.00 1,140.00Quick Dry Enamel (Royal Blue) 2 gals. 620.00 1,240.00Paint Thinner 1 gal. 360.00 360.007" Roller Brush w/ Handle 2 sets 45.00 90.00 2" Paint Brush 2 pcs. 20.00 40.00Steel Brush 1 pc. 25.00 25.00


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

TOTAL COST OF PAINTING WORKS

11. WATER PROOFING WORKS FOR TOP SLAB Supply & Installation of Bituminous Membrane Polyester Reinforced Waterproofing 37.7 sq.m. 1,000.00 37,700.00

TOTAL COST OF WATER PROOFING WORKS FOR TOP SLAB

12. SUPPLY & INST. OF 40GPD HYPOCHLORINATOR"CHEM-TECH" heavy Duty Hypochlorinator with 100 liters Solution Tankwith stirrer, series 200, designed to deliver 40 GPD(max) vs. 125 psig, 1 unit ### 90,000.00mechanical diaphragm type and oil bathed gear assembly, driven by electric motor, 230V, single phase, 60 Hz. With complete standardsuction & 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

Provision for Chlorinator Injection Fittings: 50mm.Ø G.I. Coupling, ANSI B16.3 Class 150 1 pc. 52.00 52.00 50mm.Ø x 150mm G.I. Nipple, ASTM A53-90A Heavy Gauge Std. 1 pc. 91.00 91.00 50mm.Ø G.I. Cap, ANSI B16.3 Class 150 1 pc. 63.00 63.00 19mm.Ø G.I. Coupling, ANSI B16.3 Class 150 1 pc. 11.00 11.00 19mm.Ø x 12mm.Ø G.I. Bushing, ANSI B16.3 Class 150 1 pc. 11.00 11.00 12mm.Ø G.I. Plug, ANSI B16.3 Class 150 1 pc. 6.00 6.00

Pressure Gauge Assembly: 12mm.Ø G.I. Tee, ANSI B16.3 Class 150 2 pc. 11.00 22.00 12mm.Ø G.I. Coupling, ANSI B16.3 Class 150 2 pc. 9.00 18.00 12mm.Ø x 100mm G.I. Nipple, ASTM A53-90A Heavy Gauge Std. 2 pc. 15.00 30.00 12mm.Ø x 6mmØ G.I. Bushing, ANSI B16.3 Class 150 2 pc. 10.00 20.00 12mm.Ø G.I. Plug, ANSI B16.3 Class 150 2 pc. 13.00 26.00 12mm.Ø Brass Ball Valve 2 pc. 130.00 260.00 63mm.Ø Oil-filled Pressure Gauge (0-150 psi) 2 pc. 2,000.00 4,000.00

Labor: Cutting & Welding works of B.I. Discharge Pipes, installation of Appurtenances, preparation of Pressure Gauge assy. and provision for Chlorinator Injection Fitting 1 l.s. ### 18,922.00

TOTAL COST OF SUPPLY & INST. OF 40GPD HYPOCHLORINATOR W/ COMPLETE ACCESSORIES

TOTAL COST OF CONST. OF THREE HUNDRED 300.00 CU.M. CONCRETE GROUND TANK 5,074,947.00

III. CONST. OF CONCRETE PERIMETER FENCE 1. CLEARING/LAYOUTING & EXCAVATION WORKS a. Materials:

Nylon Chord #100 2 rolls 300.00 600.0012mm Clear Level Hose 40 mtrs 25.00 1,000.00

b. Labor:1 - Skilled Worker 3 days 366.00 1,098.004 - Contractual Laborers 3 days 317.00 3,804.00


2. CONCRETING WORKS (14.80 Cu.M.)a. Materials :F1 (7 Units)

Portland Cement 19 bags 245.00 4,655.00Washed Sand 1 cu.m. 1,000.00 1,000.00Gravel 2 cu.m. 1,000.00 2,000.00150mm Boulders 1 cu.m. 1,000.00 1,000.00

F2 (14 Units)Portland Cement 21 bags 245.00 5,145.00Washed Sand 1 cu.m. 1,000.00 1,000.00Gravel 2 cu.m. 1,000.00 2,000.00150mm Boulders 2 cu.m. 1,000.00 2,000.00

C1 & C1-A (7 Units)Portland Cement 25 bags 230.00 5,750.00Washed Sand 1.25 cu.m. 1,000.00 1,250.00Gravel 2.5 cu.m. 1,000.00 2,500.00



WF (55.70 ln.m.)Portland Cement 23 bags 230.00 5,290.00Washed Sand 1.13 cu.m. 1,000.00 1,125.00Gravel 2.25 cu.m. 1,000.00 2,250.00

Lintel Beam (55.70 ln.m.)Portland Cement 16 bags 230.00 3,680.00Washed Sand 0.75 cu.m. 1,000.00 750.00Gravel 1.5 cu.m. 1,000.00 1,500.00

b. Labor:2 - Masons 6 days 366.00 4,392.00

10 - Contractual Laborer 6 days 317.00 19,020.00

c. Equipment Rental/Fuel/Oil & Lubricants:1 - Unit - One - Bagger Mixer 6 days 1,500.00 9,000.001 - Unit - Concrete Vibrator 6 days 800.00 4,800.00

Premium Gasoline 120 ltrs. 60.00 7,200.00TOTAL COST OF CONCRETE WORKS

3. REINFORCED STEEL WORKS (1,940.10 KGS.)a. Materials :F1 (7 Units)

16mmØ x 6.00m Def. Reinforcing Steel Bars 14 pcs. 480.00 6,720.00#16 G.I. Tie-wire 2 kgs. 65.00 130.00Hacksaw Blade 4 pcs. 65.00 260.00

F2 (14 Units)16mmØ x 6.00m Def. Reinforcing Steel Bars 24 pcs. 480.00 11,520.00#16 G.I. Tie-wire 3 kgs. 65.00 195.00Hacksaw Blade 6 pcs. 65.00 390.00

C1 & C1-A (7 Units)16mmØ x 6.00m Def. Reinforcing Steel Bars 28 pcs. 450.00 12,600.0010mmØ x 6.00m Def. Reinforcing Steel Bars 40 pcs. 165.00 6,600.00#16 G.I. Tie-wire 7 kgs. 65.00 455.00Hacksaw Blade 6 pcs. 65.00 390.00

C2 & C2-A (14 Units)16mmØ x 6.00m Def. Reinforcing Steel Bars 56 pcs. 480.00 26,880.0010mmØ x 6.00m Def. Reinforcing Steel Bars 78 pcs. 190.00 14,820.00#16 G.I. Tie-wire 18 kgs. 65.00 1,170.00Hacksaw Blade 8 pcs. 65.00 520.00

WF (55.70 ln.m.)12mmØ x 6.00m Def. Reinforcing Steel Bars 20 pcs. 270.00 5,400.0010mmØ x 6.00m Def. Reinforcing Steel Bars 19 pcs. 190.00 3,610.00#16 G.I. Tie-wire 5 kgs. 65.00 325.00Hacksaw Blade 6 pcs. 65.00 390.00

Lintel Beam (55.70 ln.m.)12mmØ x 6.00m Def. Reinforcing Steel Bars 40 pcs. 270.00 10,800.0010mmØ x 6.00m Def. Reinforcing Steel Bars 24 pcs. 190.00 4,560.00#16 G.I. Tie-wire 9 kgs. 65.00 585.00Hacksaw Blade 12 pcs. 65.00 780.00

b. Labor:2 -Steel Man 15 days 366.00 10,980.004 - Laborer 15 days 317.00 19,020.00

c. Equipment:1 - Unit Bar Cutter 15 days 300.00 4,500.001 - Unit Bar Bender 15 days 300.00 4,500.00

TOTAL DIRECT COST OF REBAR WORKS

4. MASONRY WORKS:a. Materials :

Portland Cement 110 bags 245.00 26,950.00Washed Sand 5 cu.m. 1,000.00 5,000.00Fine sand (for plastering) 3 cu.m. 1,400.00 4,200.00100mm thk Concrete Hollow Blocks (NLB) 893 pcs. 17.00 15,181.00150mm thk Concrete Hollow Blocks (LB) 143 pcs. 24.00 3,432.0010mmØ x 6.00m Def. Reinforcing Steel Bars 25 pcs. 190.00 4,750.00#16 G.I. Tie-wire 4 kgs. 65.00 260.00Hacksaw Blade 6 pcs. 65.00 390.00

b. Labor:2 - Masons 14 days 366.00 10,248.002 - Laborers 14 days 317.00 8,876.00



5. FORMS & SCAFFOLDING WORKS:a. Materials :

16 shts. 975.00 15,600.0060 - pcs - 2" x 4" x 10' Coco Lumber 400 bd.ft. 20.00 8,000.0080 - pcs - 2" x 3" x 10' Coco Lumber 400 bd.ft. 20.00 8,000.00

100 - pcs - 2" x 2" x 10' Coco Lumber 333 bd.ft. 20.00 6,660.004" C.W. Nails 8 kgs. 70.00 560.003" C.W. Nails 6 kgs. 70.00 420.001-1/2" C.W. Nails 5 kgs. 65.00 325.00

b. Labor:1 - Carpenter 15 days 366.00 5,490.002 - Laborer 15 days 317.00 9,510.00

TOTAL COST OF FORMS & SCAFFOLDING WORKS:

6. STEEL WORKS:a. Materials :

50mmØ x 6.0m G.I. Pipe. (ASTM A53 90A-Heavy Gauge Standard) 16 pcs. 1,720.00 27,520.006mm thk x 38mm x 6.00m M.S. Flat Bar 16 pcs. 880.00 14,080.0012mm x 12mm x 6.00m M.S. Square Bar 76 pcs. 270.00 20,520.00#4 x 50mm Mesh x 1.20m x 2.40m B.I. Steel Matting 25 pcs. 1,400.00 35,000.006011 Welding Rod 15 kgs. 160.00 2,400.00Hacksaw Blade 30 pcs. 65.00 1,950.00

b. Labor:1 -Welder 20 days 366.00 7,320.004 - Laborer 20 days 317.00 25,360.00

c. Equipment Rental:1 - Unit Welding Machine 20 days 2,200.00 44,000.001 - Unit Disk Grinder 20 days 300.00 6,000.00

4" Grinder Wheel 4 pcs. 180.00 720.00TOTAL COST OF STEEL WORKS:

7. PAINTING WORKSa. Materials:

Concrete Neutralizer 4 gals. 320.00 1,280.00Solvent Based Acrylic Paint Primer 10 gals. 1,050.00 10,500.00Solvent Based Acrylic Paint Top Coat (White Gloss) 20 gals. 1,050.00 21,000.00Solvent Based Acrylic Reducer 7 gals. 420.00 2,940.00Red Lead Metal Primer 4 gals. 570.00 2,280.00Quick Dry Enamel Blue 4 gals. 620.00 2,480.00Paint Thinner 2 gals. 360.00 720.00Red Tinting Color for Solvent Based Acrylic Paint 2 pints 105.00 210.00Raw Sienna Tinting Color for Solvent Based Acrylic Paint 8 pints 105.00 840.00Thalo Blue Tinting Color for Solvent Based Acrylic Paint 2 pints 105.00 210.00Lamp Black Tinting Color for Solvent Based Acrylic Paint 2 pints 105.00 210.00#120 Sand Paper 2 doz. 150.00 300.00#150 Sand Paper 2 doz. 150.00 300.007" Paint Roller w/ Tray 2 sets 45.00 90.001" Paint Brush 2 pcs. 15.00 30.002" Paint Brush 2 pcs. 20.00 40.004" Paint Brush 3 pcs. 40.00 120.00Steel Brush 3 pcs. 25.00 75.00

b Labor:2 - Painter 12 days 317.00 7,608.002 - Laborer 12 days 317.00 7,608.00


8. SIGNAGE WITH STAND & FRAMEa. Materials:Panaflex Signage w/ Aluminum Framing, Lighting and Accessories 1 set ### 13,000.00 12mm. x 150mm. Stainless Steel Bolt (Type 304) w/ Nuts & Washers∅ 8 pcs. 80.00 640.00 6mm Thk x 200mm x 200mm Fabricated Base Plate w/ 4-16mm Bolt Hole (Attach∅ 2 pcs. 1,800.00 3,600.00

Shop Drawing)100mm. x 6.00m G.I. Pipe, ASTM 53 A90 Heavy Gauge - Standard∅ 1 pc. 3,450.00 3,450.00 10mm. x 25mm. Stainless Steel Bolt (Type 304) w/ Nuts & Washers∅ 12 pcs. 35.00 420.00 b. Labor:

2 - Skilled Worker 2 day 366.00 1,464.00 2 - Laborer 2 day 317.00 1,268.00

TOTAL COST OF SIGNAGE

TOTAL COST OF CONCRETE PERIMETER FENCE 656,614.00

12mm Thk. X 1.20m x 2.40m Ordinary Plywood


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

4 - Laborer 1 day 317.00 1,268.00TOTAL DIRECT COST OF EXCAVATION WORKS

2. CONCRETE WORKS (8.50 Cu M.)Note: Other Column Footing, Column, Wall Footing & Floor Lintel Beam are already included in Perimeter Fence Estimates

a. Materials:F2 (2 Units)

Portland Cement 6 bags 245.00 1,470.00Washed Sand 0.25 cu.m. 1,000.00 250.00Gravel (G1) 0.5 cu.m. 1,000.00 500.00

C2-A (2 Units)Portland Cement 7 bags 245.00 1,715.00Washed Sand 0.5 cu.m. 1,000.00 500.00Gravel (G1) 0.75 cu.m. 1,000.00 750.00

WF (11.00 ln.m.)Portland Cement 5 bags 245.00 1,225.00Washed Sand 0.25 cu.m. 1,000.00 250.00Gravel (G1) 0.5 cu.m. 1,000.00 500.00

Floor Lintel Beam (11.00 ln.m.)Portland Cement 4 bags 245.00 980.00Washed Sand 0.25 cu.m. 1,000.00 250.00Gravel (G1) 0.5 cu.m. 1,000.00 500.00

Slab on Fill (0.10m x 12.65 Sq.m.)Portland Cement 12 bags 245.00 2,940.00Washed Sand 0.5 cu.m. 1,000.00 500.00Gravel (G1) 1 cu.m. 1,000.00 1,000.00

Door/Window Lintel Beam (10.00 ln.m.)Portland Cement 3 bags 245.00 735.00Washed Sand 0.25 cu.m. 1,000.00 250.00Gravel (G1) 0.25 cu.m. 1,000.00 250.00

RCBPortland Cement 12 bags 245.00 2,940.00Washed Sand 0.5 cu.m. 1,000.00 500.00Gravel (G1) 1 cu.m. 1,000.00 1,000.00

Roof Slab (18.70 sq.m.)Portland Cement 23 bags 245.00 5,635.00Washed Sand 1 cu.m. 1,000.00 1,000.00Gravel (G1) 2 cu.m. 1,000.00 2,000.00

False Beam (10.50 ln.m.)Portland Cement 4 bags 245.00 980.00Washed Sand 0.25 cu.m. 1,000.00 250.00Gravel (G1) 0.25 cu.m. 1,000.00 250.00

b. Labors:1 Mason 4 days 366.00 1,464.008 - Laborers 4 days 317.00 10,144.00

c. Equipment Rental:1 - Unit One - Bagger Mixer 4 days 1,500.00 6,000.001 - Unit Concrete Vibrator 4 days 500.00 2,000.00

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


16mmØ x 6.00m Def. Reinforcing Steel Bars 4 pcs. 480.00 1,920.00#16 G.I. Tie-wire 1 kg. 65.00 65.00Hacksaw Blade 2 pcs. 65.00 130.00

C2-A (2 Units)16mmØ x 6.00m Def. Reinforcing Steel Bars 8 pcs. 480.00 3,840.0010mmØ x 6.00m Def. Reinforcing Steel Bars 11 pcs. 190.00 2,090.00#16 G.I. Tie-wire 1 kg. 65.00 65.00Hacksaw Blade 2 pcs. 65.00 130.00

WF (11.00 ln.m.)12mmØ x 6.00m Def. Reinforcing Steel Bars 3 pcs. 270.00 810.0010mmØ x 6.00m Def. Reinforcing Steel Bars 5 pcs. 190.00 950.00#16 G.I. Tie-wire 2 kgs. 65.00 130.00Hacksaw Blade 2 pcs. 65.00 130.00

D909

Engr. Bautista: other footing is included in Perimeter Fence


Floor Lintel Beam (11.00 ln.m.)12mmØ x 6.00m Def. Reinforcing Steel Bars 9 pcs. 270.00 2,430.0010mmØ x 6.00m Def. Reinforcing Steel Bars 7 pcs. 190.00 1,330.00#16 G.I. Tie-wire 2 kgs. 65.00 130.00Hacksaw Blade 2 pcs. 65.00 130.00


Slab on Fill (0.10m x 12.65 Sq.m.)10mmØ x 6.00m Def. Reinforcing Steel Bars 19 pcs. 190.00 3,610.00#16 G.I. Tie-wire 1 kg. 65.00 65.00Hacksaw Blade 3 pcs. 65.00 195.00

Door/Window Lintel Beam (10.00 ln.m.)12mmØ x 6.00m Def. Reinforcing Steel Bars 4 pcs. 270.00 1,080.0010mmØ x 6.00m Def. Reinforcing Steel Bars 4 pcs. 190.00 760.00#16 G.I. Tie-wire 1 kg. 65.00 65.00Hacksaw Blade 1 pc. 65.00 65.00

RCB16mmØ x 6.00m Def. Reinforcing Steel Bars 22 pcs. 480.00 10,560.0010mmØ x 6.00m Def. Reinforcing Steel Bars 30 pcs. 190.00 5,700.00#16 G.I. Tie-wire 7 kgs. 65.00 455.00Hacksaw Blade 10 pc. 65.00 650.00

Roof Slab12mmØ x 6.00m Def. Reinforcing Steel Bars 65 pcs. 270.00 17,550.00#16 G.I. Tie-wire 6 kgs. 65.00 390.00Hacksaw Blade 10 pcs. 65.00 650.00

False Beam (10.50 ln.m.)12mmØ x 6.00m Def. Reinforcing Steel Bars 5 pcs. 270.00 1,350.0010mmØ x 6.00m Def. Reinforcing Steel Bars 8 pcs. 190.00 1,520.00#16 G.I. Tie-wire 3 kgs. 65.00 195.00Hacksaw Blade 3 pcs. 65.00 195.00

b. Labors:1 -Steelman 14 days 366.00 5,124.002 -Contractual Laborers 14 days 317.00 8,876.00

c. Equipment Rental:1 - Unit Bar Bender 14 days 300.00 4,200.00

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 245.00 17,885.00Washed Sand 3.5 cu.m. 1,000.00 3,500.00Fined Sand (For Plastering) 2 cu.m. 1,400.00 2,800.00100mm x 200mm x 400mm Hollow Block (NLB) 640 pcs. 17.00 10,880.00150mm x 200mm x 400mm Hollow Block (LB) 230 pcs. 24.00 5,520.0010mmØ x 6.00m. Def. Steel Bars 42 pcs. 190.00 7,980.00# 16 G.I. Tie Wire 3 kgs. 75.00 225.00Hacksaw Blade 12 pcs. 65.00 780.00

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) 390 pcs. 16.00 6,240.00 400mm x 400mm Granite Tiles (White) 54 pcs. 255.00 13,770.00 Tile Adhesive (25Kg/Bag) 5 bags 305.00 1,525.00 Tile Grout (2 Kg./Pack) 5 bags 85.00 425.00 PVC Tile Trim (White) 7 pcs. 65.00 455.00 4" Grinding Wheel 1 pc. 180.00 180.00

b. Labor:2 - Mason 9 days 366.00 6,588.00 2 - Laborer 9 days 317.00 5,706.00

c. Equipment Rental:1 - Unit Tile Cutter 5 days 300.00 1,500.00 1 - Unit Angular Grinder 5 days 300.00 1,500.00

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 Jamb 2 units 2,300.00 4,600.00

5.2. Cabinet & Table:1-Unit Cabinet

E1044

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

E1045

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


Cabinet 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


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 6,660.00

80 pcs. - 2" x 3" x 10' Coco Lumber 400 bd.ft. 20.00 8,000.0080 pcs. - 2" x 4" x 10' Coco Lumber 400 bd.ft. 20.00 8,000.00

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. Labors:1 -Carpenter 12 days 366.00 4,392.001 -Contractual Laborers 12 days 317.00 3,804.00

TOTAL DIRECT COST OF SCAFFOLDING & FORM WORKS

7. PLUMBING WORKS7.1. Storm Drainage Pipe50mmØ 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 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 Teflon 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 4 days 366.00 1,464.00

50mmØ x 900 PVC Bend, Series 1000

100mmØ x 450 PVC Sanitary Elbow, Series 1000100mmØ x 900 PVC Sanitary Elbow, Series 1000

50mmØ x 900 PVC Bend, Series 1,000

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


2 -Contractual Laborers 4 days 317.00 2,536.00TOTAL 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. Square bars 1 pc. 260.00 260.0012mm x 12mm x 6.00m. Square bars 10 pcs. 311.00 3,110.006mm thk. x 20mm x 6.00m. M.S. Flat bars 3 pcs. 700.00 2,100.00Hack Saw Blade 4 pcs. 65.00 260.006011 Welding Rod 8 kgs 160.00 1,280.00

b. Labors:1 -Welder 3 days 394.00 1,182.002 -Contractual Laborers 3 days 317.00 1,902.00

c. Equipment:1 - Unit Welding Machine w/ Cutting Outfit 3 days 2,200.00 6,600.001 Unit Disk Grinder 3 days 300.00 900.00

4" Grinding Disk 4 pcs. 180.00 720.00TOTAL 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. 143.00 286.00Quick 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



12. CONSTRUCTION OF SEPTIC VAULT (SEALED)12.1. CONCRETE & REINFORCED STEEL WORKSa.Materials:

1. Bottom SlabPortland Cement 6 bags 245.00 1,470.00Washed Sand 0.25 cu.m. 1,000.00 250.00Gravel (G1) 0.5 cu.m. 1,000.00 500.00Concrete Water Proofing Compound 6 packs 35.00 210.0010mmØ x 6.00m. Def. Reinforcing Steel Bars 5 pcs. 190.00 950.00#16 G.I. Tie Wire 1 kg. 75.00 75.00

2.1.2. Top SlabPortland Cement 3 bags 245.00 735.00Washed Sand 0.25 cu.m. 1,000.00 250.00

9. STEEL WORKS (WINDOW GRILLES)


Gravel (G1) 0.25 cu.m. 1,000.00 250.00Concrete Water Proofing Compound 3 packs 35.00 105.0010mmØ x 6.00m. Def. Reinforcing Steel Bars 10 pcs. 190.00 1,900.00#16 G.I. Tie Wire 2 kgs. 75.00 150.00

b.Labors:1 - Mason 2 days 366.00 732.002 - Contractual Laborer 2 days 317.00 1,268.00

12.2. MASONRY WORKSa.Materials:

100mm x 200mm x 400mm Concrete Hollow Block (NLB) 160 pcs. 17.00 2,720.00Portland Cement 16 bags 245.00 3,920.00Washed Sand 1 cu.m. 1,000.00 1,000.00Fine Sand (For Plastering) 0.5 cu.m. 1,400.00 700.0010mmØ x 6.00m. Def. Reinforcing Steel Bars 14 pcs. 190.00 2,660.00#16 G.I. Tie Wire 2 kgs. 75.00 150.00

b.Labors:1 - Mason 2 days 366.00 732.001 - Contractual Laborer 2 days 317.00 634.00

12.3. CARPENTRY WORKSa. Materials:Forms & Scaffolding

12mm Thk x 1.20m x 2.4m Ordinary Plywood 5 shts. 975.00 4,875.0030 - pcs. 2" x 2" x 10' Coco Lumber 100 bd.ft. 20.00 2,000.0030 - pcs. 2" x 3" x 10' Coco Lumber 150 bd.ft. 20.00 3,000.00

4" C.W. Nail 2 kgs. 70.00 140.003" C.W. Nail 2 kgs. 70.00 140.001-1/2"" C.W. Nail 1 kg. 65.00 65.00

b. Labor:1 - Carpenter 2 days 366.00 732.001 - Contractual Laborer 2 days 317.00 634.00

12.4. Bituminous Membrane Polyester Reinforced Water Proofing 15.7 sq.m. 1,000.00 15,700.00TOTAL COST OF CONSTRUCTION OF SEPTIC VAULT

TOTAL COST OF OPERATOR'S ROOM Php 456,996.00

V. CONSTRUCTION OF GUARD HOUSE (2.89 SQ. M.)1. EXCAVATION WORKS (1.60 CU.M.)a. Laborers

2 - Laborers 1 day 317.00 634.00TOTAL COST OF EXCAVATION WORKS

2. CONCRETE WORKS (3.00 Cu.M.)a. Material:

F (4 Units)Portland Cement 5 bags 245.00 1,225.00 Washed Sand 0.25 cu.m. 1,000.00 250.00 Gravel (G1) 0.5 cu.m. 1,000.00 500.00

C (4 Units)Portland Cement 3 bags 245.00 735.00 Washed Sand 0.13 cu.m. 1,000.00 125.00 Gravel (G1) 0.25 cu.m. 1,000.00 250.00

WF (5.60 Ln.M.)Portland Cement 3 bags 245.00 735.00 Washed Sand 0.13 cu.m. 1,000.00 125.00 Gravel (G1) 0.25 cu.m. 1,000.00 250.00

Floor Lintel Beam (6.90 Ln. M.)Portland Cement 3 bags 245.00 735.00 Washed Sand 0.13 cu.m. 1,000.00 125.00 Gravel (G1) 0.25 cu.m. 1,000.00 250.00

Door & Window Lintel Beam (4.20 Ln.M.)Portland Cement 2 bags 245.00 490.00 Washed Sand 0.13 cu.m. 1,000.00 125.00 Gravel (G1) 0.13 cu.m. 1,000.00 125.00

Concrete Floor Slab (2.25 Sq.M.)Portland Cement 3 bags 245.00 735.00 Washed Sand 0.13 cu.m. 1,000.00 125.00 Gravel (G1) 0.25 cu.m. 1,000.00 250.00

Reinforced Concrete Beam Portland Cement 3 bags 245.00 735.00 Washed Sand 0.13 cu.m. 1,000.00 125.00 Gravel (G1) 0.25 cu.m. 1,000.00 250.00


Roof Slab & Overhang Portland Cement 6 bags 245.00 1,470.00 Washed Sand 0.25 cu.m. 1,000.00 250.00 Gravel (G1) 0.5 cu.m. 1,000.00 500.00


False Beam (0.10 x 0.25m x 20.50 ln.m.)Portland Cement 5 bags 245.00 1,225.00 Washed Sand 0.25 cu.m. 1,000.00 250.00 Gravel (G1) 0.5 cu.m. 1,000.00 500.00

b. Labor:1 -Mason 3 days 366.00 1,098.00 4 - Laborer 3 days 317.00 3,804.00

c. Equipment:1 - Unit One - Bagger Mixer 3 days 1,500.00 4,500.00 1 - Unit Concrete Vibrator 3 days 800.00 2,400.00


3. REINFORCED STEEL WORKS ( 660.00 KGS.)a. Materials:

F (4 Units)16mm.Ø x 6.00m Deformed Reinf. Steel Bar 5 pcs 480.00 2,400.00 #16 G.I. Tie Wire 0.5 kg. 75.00 37.50 Hacksaw Blade 2 pcs. 65.00 130.00

C (4 Units)16mm.Ø x 6.00m Deformed Reinf. Steel Bar 16 pcs 480.00 7,680.00 10mm.Ø x 6.00m Deformed Reinf. Steel Bar 9 pcs 190.00 1,710.00 #16 G.I. Tie Wire 3.5 kgs. 75.00 262.50 Hacksaw Blade 3 pcs. 65.00 195.00

WF (5.60 Ln.M.)12mm.Ø x 6.00m Deformed Reinf. Steel Bar 2 pcs 270.00 540.00 10mm.Ø x 6.00m Deformed Reinf. Steel Bar 3 pcs 190.00 570.00 #16 G.I. Tie Wire 0.5 kg. 75.00 37.50 Hacksaw Blade 2 pcs. 65.00 130.00

Floor Lintel Beam (6.90 Ln. M.)12mm.Ø x 6.00m Deformed Reinf. Steel Bar 5 pcs 270.00 1,350.00 10mm.Ø x 6.00m Deformed Reinf. Steel Bar 4 pcs 190.00 760.00 #16 G.I. Tie Wire 1.5 kgs. 75.00 112.50 Hacksaw Blade 2 pcs. 65.00 130.00

Door & Window Lintel Beam (4.20 Ln.M.)12mm.Ø x 6.00m Deformed Reinf. Steel Bar 2 pcs. 270.00 540.00 10mm.Ø x 6.00m Deformed Reinf. Steel Bar 2 pcs. 190.00 380.00 #16 G.I. Tie Wire 0.5 kg. 75.00 38.00 Hacksaw Blade 1 pc. 65.00 65.00

Concrete Floor Slab (2.25 Sq.M.)10mm.Ø x 6.00m Deformed Reinf. Steel Bar 4 pcs 190.00 760.00 #16 G.I. Tie Wire 1 kg. 75.00 75.00 Hacksaw Blade 1 pc. 65.00 65.00

Reinforced Concrete Beam 16mm.Ø x 6.00m Deformed Reinf. Steel Bar 8 pcs 480.00 3,840.00 10mm.Ø x 6.00m Deformed Reinf. Steel Bar 10 pcs 190.00 1,900.00 #16 G.I. Tie Wire 2 kgs. 75.00 150.00 Hacksaw Blade 4 pcs. 65.00 260.00

Roof Slab & Overhang12mm.Ø x 6.00m Deformed Reinf. Steel Bar 24 pcs 270.00 6,480.00 #16 G.I. Tie Wire 3 kgs. 75.00 225.00 Hacksaw Blade 8 pcs. 65.00 520.00

False Beam (0.10 x 0.25m x 20.50 ln.m.)12mm.Ø x 6.00m Deformed Reinf. Steel Bar 12 pcs 240.00 2,880.00 10mm.Ø x 6.00m Deformed Reinf. Steel Bar 11 pcs 190.00 2,090.00 #16 G.I. Tie Wire 4 kgs. 75.00 300.00 Hacksaw Blade 8 pcs. 65.00 520.00

b. Labor:1 -Steelman 8 days 366.00 2,928.00 2 - Laborer 8 days 317.00 5,072.00

TOTAL COST OF REINFORCED STEEL WORKS

4. MASONRY WORKS4.1. Laying of CHB (17.60 Sq. M.)a. Material:

150mm x 200mm x 400mm CHB (LB) 42 pcs. 24.00 1,008.00 100mm x 200mm x 400mm CHB (NLB) 185 pcs. 17.00 3,145.00 Portland Cement 16 bags 245.00 3,920.00 Washed Sand 1.25 cu.m. 1,000.00 1,250.00 10mm.Ø x 6.00m Deformed Reinf. Steel Bar 12 pcs. 190.00 2,280.00 #16 G.I. Tie Wire 5 kgs. 75.00 375.00 Hacksaw Blade 8 pcs. 65.00 520.00


b. Labor:1 - Mason 3 days 366.00 1,098.00 1 - Laborer 3 days 317.00 951.00

4.2. Plastering Works (53.25 Sq.M.)a. Material

Portland Cement 10 bags 245.00 2,450.00 Fine Sand (For Plastering) 0.75 cu.m. 1,400.00 1,050.00



5. TILE WORKS (2.56 Sq. M.)a. Material:400mm x 400mm Granite Tiles 17 pcs. 255.00 4,335.00 Tile Adhesive (25Kg/Bag) 1 bag 305.00 305.00 Tile Grout (2 Kg./Pack) 1 bag 85.00 85.00 4" Grinding Wheel 1 pc. 180.00 180.00

b. Labor:1 - Mason 2 days 366.00 732.00 1 - Laborer 2 days 317.00 634.00

c. Equipment Rental:1 - Unit Tile Cutter 2 days 300.00 600.00 1 - Angular Grinder 2 days 300.00 600.00

TOTAL COST OF TILE WORKS

6. FORM & SCAFFOLDING WORKSa. Materials:

40 pcs. - 2" x 2" x 10" Coco Lumber 133 bd.ft. 20.00 2,660.00 40 pcs. - 2" x 3" x 10" Coco Lumber 200 bd.ft. 20.00 4,000.00 20 pcs. - 2" x 4" x 10" Coco Lumber 133 bd.ft. 20.00 2,660.00

12mm Thk x 1.20 m x 2.40 m Ordinary Plywood 8 shts. 975.00 7,800.00 1-1/2" C.W. Nail 2 kgs. 65.00 130.00 3" C.W. Nail 3 kgs. 70.00 210.00 4" C.W. Nail 3 kgs. 70.00 210.00

b. Labor:1 - Carpenter 4 days 366.00 1,464.00 1 - Laborer 4 days 317.00 1,268.00

TOTAL COST OF FORM & SCAFFOLDING WORKS

7. CARPENTRY WORKS7.1. Intallation of Pre-Fabricated of Doors & Windows:a. Material:Prefabricated - 0.60m x 2.10m Pannel Type Door, 50mm x 150mm Mahogany Wood Doo 1 unit 4,400.00 4,400.00

& 38mm Thick Door Board w/ 50mm x 100mm Mahogany Wood Door JambPrefabricated - 0.70m x 1.165m 1-Pannel Window Jamb, 50mm x 150mm Mahogany Wo 2 units 800.00 1,600.00 Chrome Heavy Duty Door Knob 1 unit 950.00 950.00 Stainless Door Stopper 1 unit 170.00 170.00 4" x 3" Loose Pin Hinges w/ Screw 4 pcs. 140.00 560.00 4" C.W. Nail 1 kg. 70.00 70.00

b. Labor:1 - Carpenter 2 days 366.00 732.00 1 - Laborer 2 days 317.00 634.00

7.2. Fabrication of Cabineta. Material:

Cabinet Handle (Chrome) 5 pcs. 160.00 800.00 Cabinet Concealed Hinges w/ Screw 10 pcs. 60.00 600.00

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 5 shts. 1,100.00 5,500.00 6mm Thk x 1.20m x 2.40m Plyboard 2 shts. 420.00 840.00 3" C.W. Nail 2 kgs. 70.00 140.00 1" C.W. Finishing Nail 2 kgs. 75.00 150.00


TOTAL COST OF CARPENTRY WORKS


8. STEEL WORKSa. Material:

10mm x 10mm x 6.00m M.S. Square Bar 1 pc. 260.00 260.00 12mm x 12mm x 6.00m M.S. Square Bar 4 pcs. 311.00 1,244.00 6mm Thk x 50mm x 6.00m M.S. Flat Bar 2 pcs. 880.00 1,760.00 Hacksaw Blade 4 pcs. 65.00 260.00 6011 Welding Rod 8 kgs 160.00 1,280.00 Industrial Oxygen (Content) 2 cyls. 750.00 1,500.00 Acetylene (Content) 1 cyl. 1,500.00 1,500.00

b. Labor:1 - Welder 3 days 394.00 1,182.00 1 - Laborer 3 days 317.00 951.00

c. Equipment Rental/Fuel:1 - Unit Welding Machine w/ Cutting Outfit 3 days 2,200.00 6,600.00 1 - Unit Disk Grinder 3 days 400.00 1,200.00

4" Grinding Wheel 1 pc. 180.00 180.00TOTAL COST OF STEEL WORKS

9 GLASS WORKS (LUMP SUM)Supply & Installation of 5.5 mm Thk x 13 Blades x 0.60m width Smoke Glass Jalousies

w/ Aluminum Holder 2 sets 800.00 1,600.00TOTAL DIRECT COST OF GLASS WORK (LUMP SUM)

10. PLUMBING WORKSa. Materials:

50mmØ x 3.00m. PVC Sanitary Pipe Series 1000 2 pcs. 306.00 612.003 pcs. 45.00 135.00

50mmØ PVC Coupling, Series 1000 2 pcs. 80.00 160.00PVC Solvent Cement 1 qrt. 334.00 334.00100mm x 100mmStainless Floor Drain 1 pc. 68.00 68.00

b. Labors:1 - Plumber 1 day 366.00 366.001 - Contractual Laborers 1 day 317.00 317.00

TOTAL DIRECT COST OF PLUMBING WORKS

11. WATERPROOFING WORKS (LUMP SUM)Bituminous Membrane Polyester Reinforced Waterproofing 2.9 sq.mtr. 1,000.00 2,900.00TOTAL DIRECT COST OF WATERPROOFING WORKS (LUMP SUM)


Concrete Neutralizer 1 gal. 320.00 320.00 Solvent Based Acrylic Paint Primer 2 gals. 1,050.00 2,100.00 Solvent Based Acrylic Cast 1 gal. 400.00 400.00 Solvent Based Acrylic Paint Top Coat White Gloss 4 gals. 1,050.00 4,200.00 Solvent Based Acrylic Paint Reducer 1 gal. 420.00 420.00 Body Filler w/ Hardener 1 gal. 520.00 520.00 #150 Sand Paper 1 doz. 150.00 150.00 #120 Sand Paper 1 doz. 150.00 150.00 Raw Sienna Tinting Color for Solvent Based Acrylic Paint 1 pint 105.00 105.00 Thalo Blue Tinting Color for Solvent Based Acrylic Paint 1 pint 105.00 105.00 Lamp Black Tinting Color for Solvent Based Acrylic Paint 1 pint 105.00 105.00 Steel Brush 1 pc. 25.00 25.00 3" Paint Brush 1 pc. 30.00 30.00 2" Paint Brush 1 pc. 20.00 20.00

b. Labors:1 - Painter 5 days 366.00 1,830.001 - Laborer 5 days 317.00 1,585.00


TOTAL COST OF CONSTRUCTION OF GUARD HOUSE 175,801.00



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

1. CONCRETE & REINFORCED STEEL WORKSa.Materials:1.1 Wall

Portland Cement 12 bags 245.00 2,940.00Washed Sand 0.5 cu.m. 1,000.00 500.00Gravel (G1) 1.25 cu.m. 1,000.00 1,250.0010mmØ x 6.00m. Deformed Reinf. Steel Bar 18 pcs. 190.00 3,420.0012mmØ x 6.00m. Deformed Reinf. Steel Bar 8 pcs. 270.00 2,160.00#16 G.I. Tie Wire 3 kgs. 75.00 225.00

1.2 Roof SlabPortland Cement 7 bags 245.00 1,715.00Washed Sand 0.25 cu.m. 1,000.00 250.00Gravel (G1) 0.5 cu.m. 1,000.00 500.00Concrete Water Proofing Compound (900 g) 7 packs 35.00 245.00


1.3 Floor SlabPortland Cement 3 bags 245.00 735.00Washed Sand 0.25 cu.m. 1,000.00 250.00Gravel (G1) 0.5 cu.m. 1,000.00 500.00

7 pcs. 190.00 1,330.00#16 G.I. Tie Wire 1 kg. 75.00 75.00

1.4. Door Lintel BeamPortland Cement 2 bags 245.00 490.00Washed Sand 0.13 cu.m. 1,000.00 125.00Gravel (G1) 0.13 cu.m. 1,000.00 125.00

1 pc. 270.00 270.001 pc. 190.00 190.00

#16 G.I. Tie Wire 1 kgs. 75.00 75.00


TOTAL COST OF CONCRETE & REINFORCED STEEL WORKS

2. MASONRY WORKSa.Materials:1. CHB Laying & Plastering Works

100mm x 200mm x 400mm CHB (NLB) 70 pcs. 17.00 1,190.00Portland Cement 10 bags 245.00 2,450.00Washed Sand 0.25 cu.m. 1,000.00 250.00Fine Sand (For Plastering) 0.5 cu.m. 1,400.00 700.0010mm dia x 6.00m Deformed Reinf. Steel Bar 5 pcs. 190.00 950.00#16 G.I. Tie Wire 1 kg. 75.00 75.00

b.Labor:1 - Mason 3 days 366.00 1,098.001 - Contractual Laborers 3 days 317.00 951.00


3. CARPENTRY WORKS3.1 Installation of Pre-Fabricated PVC Door a.Materials:

Pre-fabricated 800mm x 2100mm PVC Door w/ Jamb, Door Knob, Hinges & Screw 1 unit 2,200.00 2,200.00Stainless Door Knob (Heavy Duty) 1 unit 950.00 950.00

3.2. Forms & Scaffolding Worksa. Materials:


4" C.W. Nail 4 kgs. 70.00 280.003" C.W. Nail 4 kgs. 70.00 280.001-1/2" C.W. Nail 2 kgs. 65.00 130.00

b.Labor:1 - Carpenter 4 days 366.00 1,464.002 - Laborer 4 days 317.00 2,536.00







Solvent Based Acrylic Paint Primer 1 gal. 1,050.00 1,050.00Solvent Based Acrylic Cast 1 gal. 500.00 500.00Solvent Based Acrylic Top Coat White Gloss Paint 2 gals. 1,050.00 2,100.00Solvent Based Acrylic Paint Reducer 1 gal. 420.00 420.00Red Tinting Color for Solvent Based Acrylic Paint 1 pint 105.00 105.00Raw Sienna Tinting Color for Solvent Based Acrylic Paint 1 pint 105.00 105.00Thalo Blue Tinting Color for Solvent Based Acrylic Paint 1 pint 105.00 105.00Lamp Black Tinting Color for Solvent Based Acrylic Paint 1 pint 105.00 105.003" Paint Brush 1 pc. 30.00 30.00

b. Labors:1 - Painter 3 days 317.00 951.001 - Laborer 3 days 317.00 951.00


5. WATER PROOFING WORKS (LUMP SUM)6.21 sq.mtr. 1,000.00 6,210.00

TOTAL COST OF WATER PROOFING WORKS

TOTAL COST OF CHLORINE ROOM 69,126.00

VII. CONSTRUCTION OF 200MM Ø & 300MM Ø RCCP DRAINAGE SYSTEM1. CATCH BASIN/MANHOLE1.1. EXCAVATION WORKSb. Labor:

1 - Skilled Worker 3 days 366.00 1,098.004 - Laborer 3 days 317.00 3,804.00


1.2. CONCRETE & REINFORCED STEEL WORKSPortland Cement 28 bags 245.00 6,860.00Washed Sand 1.5 cu.m. 1,000.00 1,500.00Gravel (G1) 3 cu.m. 1,000.00 3,000.0010mmØ x 6.00m Deformed Reinf. Steel Bar 26 pcs. 190.00 4,940.00#16 G.I. Tie Wire 2 kgs. 75.00 150.00

b. Labor:1 - Mason 8 days 366.00 2,928.001 - Laborer 8 days 317.00 2,536.00


1.3. MASONRY WORKS100mm x 200mm x 400mm CHB (NLB) 330 pcs. 17.00 5,610.00Portland Cement 14 bags 245.00 3,430.00Washed Sand 2 cu.m. 1,000.00 2,000.00Fine Sand (For Plastering) 1 cu.m. 1,400.00 1,400.00



2. LAYING OF 200mm Ø & 300mmØ RCCP 300mmØ x 1.0m RCCP 22 pcs. 1,078.00 23,716.00200mmØ x 1.0m RCCP 16 pcs. 748.00 11,968.00Portland Cement 9 bags 245.00 2,205.00Washed Sand 0.5 cu.m. 1,000.00 500.00


TOTAL COST OF LAYING OF 200mm Ø & 300mmØ RCCP

TOTAL COST OF CONSTRUCTION OF 300MM Ø RCCP DRAINAGE SYSTEM 102,740.00


VIII. CONSTRUCTION OF CONCRETE CATWALK/DRIVE WAY 1. Concrete Walk Pada. Materials:

Portland Cement 21 bags 245.00 5,145.00Washed Sand 1.25 cu.m. 1,000.00 1,250.00Gravel (G1) 2.5 cu.m. 1,000.00 2,500.0010mmØ x 6.00m Def. Reinf. Steel Bar 25 pcs. 190.00 4,750.00#16 G.I. Tie-wire 3 kgs. 65.00 195.00Hacksaw Blade 4 pcs. 65.00 260.00

2. 150mm Thk Concrete Driveway (106 Sq.M.)a. Materials:

Portland Cement 141 bags 245.00 34,545.00Washed Sand 7 cu.m. 1,000.00 7,000.00Gravel (G1) 10.5 cu.m. 1,000.00 10,500.00Item 201 (Aggregates Base Course) 25 cu.m. 800.00 20,000.00Item 200 (Aggregates Sub-Base Course) 25 cu.m. 450.00 11,250.00

8 pcs. - 1" x 6" x 8' Coco Lumber 32 bd.ft. 20.00 640.0040 pcs. - 2" x 2" x 8' Coco Lumber 107 bd.ft. 20.00 2,140.00

4" C.W. Nail 2 kgs. 70.00 140.003" C.W. Nail 2 kgs. 70.00 140.00

b. Labor:2 - Skilled Workers 8 days 366.00 5,856.008 - Laborer 8 days 317.00 20,288.00

c. Equipment Rental/Fuel:1 - Unit Concrete Vibrator 5 days 800.00 4,000.001 - Unit One - Bagger Mixer 5 days 1,500.00 7,500.00

TOTAL COST OF CONSTRUCTION OF CONCRETE CATWALK/DRIVE WAY

IX. LANDSCAPING WORKSa. Materials:

Garden Soil 6 cu.m. 1,200.00 7,200.00Carabao Grass 35 sq.m. 320.00 11,200.00


c. Equipment Rental:1 - Unit Compact Hand Roller 5 days 7,200.00 36,000.00

TOTAL COST OF LANDSCAPING WORKS

X. ELECTRICAL WORKSTOTAL NUMBER OF OUTLETS311. MOBILIZATION/DEMOBILIZATION 1 lot 2,000.00 2,000.00

2. SUPPLY, TESTING & INSTALLATION OF KW-HR METER, RACEWAY AND ACCESSORIESa. Material

Kiliwatthour Meter (Digital), 250 Volts, Single Phase, Assembly, 1 assy. 8,160.00 8,160.00 GE Class 200, 5 jaw, complete w/ Rectangular Base

Testing/Calibration FEE 1 lot 100.00 100.00 25mmØ Entrance Cap 1 pc. 41.00 41.00 25mmØ x 3m RSC Conduit Pipe 1 pc. 367.00 367.00 25mmØ RSC Male Adaptor 1 pc. 8.00 8.00 25mmØ Locknut 1 pc. 6.00 6.00 25mmØ Conduit Pipe Clamp 4 pc. 7.00 28.00 Single Wire, Secondary Rack w/ Spool Insulator 1 pc. 142.00 142.00

b. Labor:1 - Skilled Worker 1 day 366.00 366.00 1 - Laborer 1 day 317.00 317.00

Direct Cost

3. SUPPLY & INSTALLATION OF ELECTRICAL FACILITIES FOR OPERATORS ROOMa. Material

60 Amperes Main Circuit Breaker, Single Phase, 250 Volts, Panel Board 1 set 5,766.00 5,766.00 enclosed in Powder Coated Finished Panel Boxwith 5 Single Phase Branches of: 1 sets - 15 Amps. Branch 4 sets - 20 Amps. Branch

60 mtrs. 84.00 5,040.00 92 mtrs. 32.00 2,944.00 75 mtrs. 23.00 1,725.00

25mmØ Entrance Cap 1 pc. 41.00 41.00 25mmØ x 3m PVC Conduit Pipe 1 pc. 131.00 131.00

1 pc. 26.00 26.00 25mmØ PVC Male Adaptor 1 pc. 8.00 8.00 25mmØ Locknut 1 pc. 6.00 6.00 20mmØ Flexible Conduit 48 pcs. 8.00 384.00 20mmØ x 3m PVC Conduit Pipe 15 pcs. 86.00 1,290.00

10 pcs. 17.00 170.00

8.0mm2 THW Stranded Wire3.5mm2 TW Stranded Wire2.0mm2 TW Stranded Wire




20mmØ PVC Male Adaptor 12 pcs. 6.00 72.00 20mmØ PVC Coupling 8 pcs. 5.00 40.00 20mmØ Locknut 12 pcs. 4.00 48.00 Single Wire, Secondary Rack w/ Spool Insulator 1 pc. 142.00 142.00 Surface Type Reflectorized/Mirrorized Fluorescent Luminaire with 1x40 Watts Fl 2 pcs. 1,132.00 2,264.00 23 Watts 3U CFL with Capsule 3 pcs. 148.00 444.00 18" Ceiling Orbit Fan, Industrial Type 1 pc. 5,477.00 5,477.00 Switch 1-Gang w/ plate (flush type), w/ Led Set, 10A, 250V 1 pc. 71.00 71.00 Switch 2-Gang w/ plate (flush type), w/ Led Set, 10A, 250V 2 pcs. 107.00 214.00 Ceiling Socket with screw 3 pcs. 31.00 93.00 Duplex Convenience Outlet w/ plate (flush type) 3 pcs. 107.00 321.00 Duplex Convenience Outlet w/ plate - weatherproof (flush type) 1 pc. 173.00 173.00 2" x 4" x 2" PVC Utility Box ( H.D.) 7 pcs. 21.00 147.00 4" x 4" PVC Junction Box ( H.D.) w/ Cover 9 pcs. 24.00 216.00 #16 G.I. Tie Wire 3 kgs. 75.00 225.00 PVC Solvent Cement 1 qrt. 460.00 460.00 1/4" Camridge / Mica Tube 1 mtrs. 13.00 13.00 0.8mm x 19mm x 8m Polytype Electrical Tape 5 pcs. 25.00 125.00 0.8mm x 19mm x 8m Rubber Tape 2 pcs. 102.00 204.00

b. Labor1 - Skilled Worker 7 days 366.00 2,562.00 1 - Laborer 7 days 317.00 2,219.00

Direct Cost

4. SUPPLY & INSTALLATION OF ELECTRICAL FACILITIES FOR GUARD HOUSE & CHLORINATOR ROOMa. Material

35W E27 CFL Weather Proof Street Light 1 pc. 500.00 500.00 1 roll 4,725.00 4,725.00

20mmØ Flexible Conduit 16 pcs. 8.00 128.00 20mmØ x 3m PVC Conduit Pipe 15 pcs. 86.00 1,290.00

10 pcs. 17.00 170.00 20mmØ PVC Male Adaptor 12 pcs. 6.00 72.00 20mmØ PVC Coupling 8 pcs. 5.00 40.00 20mmØ Locknut 12 pcs. 4.00 48.00 Surface Type Reflectorized/Mirrorized Fluorescent Luminaire with 1x20 Watts Fl 1 pc. 977.00 977.00 23 Watts 3U CFL with Capsule 3 pcs. 148.00 444.00 23 Watts PAR 38 Floodlight CFL bulb with Par Lamp Holder 1 pc. 928.00 928.00 Switch 1-Gang w/ plate (flush type), w/ Led Set, 10A, 250V 1 pc. 71.00 71.00 Switch 2-Gang w/ plate (flush type), w/ Led Set, 10A, 250V 1 pc. 107.00 107.00 Switch 3-Gang w/ plate (flush type), w/ Led Set, 10A, 250V 1 pc. 143.00 143.00 Ceiling Socket with screw 4 pcs. 31.00 124.00 Duplex Convenience Outlet w/ plate (flush type) 2 pcs. 107.00 214.00 2" x 4" x 2" PVC Utility Box ( H.D.) 5 pcs. 21.00 105.00 4" x 4" PVC Junction Box ( H.D.) w/ Cover 13 pcs. 24.00 312.00 #16 G.I. Tie Wire 2 kgs. 75.00 150.00 PVC Solvent Cement 1 qrt. 460.00 460.00 1/4" Camridge / Mica Tube 0.5 mtr. 13.00 7.00 0.8mm x 19mm x 8m Polytype Electrical Tape 5 pcs. 25.00 125.00 0.8mm x 19mm x 8m Rubber Tape 2 pcs. 102.00 204.00


Direct Cost

5. SUPPLY & INSTALLATION OF ELECTRICAL FACILITIES FOR SIGNAGE AND PERIMETER LIGHTINGSa. Material

2 rolls 4,725.00 9,450.00 20mmØ x 3m PVC Conduit Pipe 35 pcs. 86.00 3,010.00

8 pcs. 17.00 136.00 20mmØ PVC Male Adaptor 36 pcs. 6.00 216.00 20mmØ PVC Coupling 18 pcs. 5.00 90.00 20mmØ Locknut 12 pcs. 4.00 48.00 Perimeter post lamp with cage, globe type, (250mmx250mm)

complete assembly with 23 watts Capsulated CFL 6 sets 1,770.00 10,620.00 4" x 4" PVC Junction Box ( H.D.) w/ Cover 16 pcs. 24.00 384.00 #16 G.I. Tie Wire 3 kgs. 75.00 225.00 PVC Solvent Cement 1 qrt. 460.00 460.00 1/4" Camridge / Mica Tube 2 mtrs. 13.00 26.00 0.8mm x 19mm x 8m Polytype Electrical Tape 5 pc. 25.00 125.00 0.8mm x 19mm x 8m Rubber Tape 2 pc. 102.00 204.00


Direct Cost

TOTAL COST OF ELECTRICAL WORKS 90,496.00

2. CONSTRUCTION OF 300 CU.M. GROUND RESERVOIR AT BALUNO, Z.C.I. MOBILIZATION/DEMOBILIZATION/HAULING OF MATERIAL






1. MOBILIZATION/DEMOBILIZATION 1 lot ### 50,000.00

2. HAULING OF MATERIALSa. Labor:

4 - Laborer 30 days 317.00 38,040.00

b. Equipment Rental/Fuel1 - Unit Hauling Truck (w/ Operator & Fuel) 30 days 9,600.00 288,000.00

TOTAL COST OF MOBILIZATION/DEMOBILIZATION/HAULING OF MATERIAL

II. CONSTRUCTION OF 300.00 CU.M. GROUND TANK1. CLEARING & EXCAVATION WORKS (262.00 Cu.M.)a. Labors:

4 -Contractual Laborer 5 days 366.00 7,320.00

b. Equipment/Fuel:1 - Unit Backhoe (w/ Fuel & Operator) 5 days 8,000.00 40,000.001 - Unit Water Pump (w/ Fuel) 2 days 600.00 1,200.001 - Unit Powersaw (w/ Operator & Fuel) 2 days 2,000.00 4,000.00


2. SCAFFOLDING & FORM WORKSa. Materials:800 - pcs. 2" x 2" x 10' Coco Lumber 2667 bd.ft. 20.00 53,340.00600 - pcs. 2" x 3" x 10' Coco Lumber 3000 bd.ft. 20.00 60,000.00400 - pcs. 2" x 4" x 10' Coco Lumber 2667 bd.ft. 20.00 53,340.00

12mmThk. x 1.20m. x 2.40m. Ordinary Plywood 140 shts. 975.00 136,500.004" C.W. Nail 50 kgs. 70.00 3,500.003" C.W. Nail 40 kgs. 70.00 2,800.001-1/2" C.W. Nail 30 kgs. 65.00 1,950.00

b. Labors:4 - Carpenter 30 days 366.00 43,920.008 - Laborer 30 days 317.00 76,080.00

TOTAL COST OF SCAFFOLDING & FORM WORKS

3. CONCRETE WORKS (148.20 Cu.M.)a. Materials:

3.1. Lean Concrete (50mm Thk x 105.00 Sq.M.)Portland Cement 48 bags 245.00 11,760.00Washed Sand 4.5 cu.m. 1,000.00 4,500.00

3.2. Footing (F-3) (4 Units):Portland Cement 30 bags 245.00 7,350.00Washed Sand 1.25 cu.m. 1,000.00 1,250.00Gravel (G1) 2 cu.m. 1,000.00 2,000.00150mm Boulders 1.5 cu.m. 1,000.00 1,500.00Concrete Waterproofing Compound (900g) 30 packs 30.00 900.00

3.3. Footing (F-4) (6 Units):Portland Cement 48 bags 245.00 11,760.00Washed Sand 2 cu.m. 1,000.00 2,000.00Gravel (G1) 3.25 cu.m. 1,000.00 3,250.00150mm Boulders 2.5 cu.m. 1,000.00 2,500.00Concrete Waterproofing Compound (900g) 48 packs 30.00 1,440.00

3.4. Footing (F-1A) (1 Unit):Portland Cement 3 bags 245.00 735.00Washed Sand 0.13 cu.m. 1,000.00 125.00Gravel (G1) 0.25 cu.m. 1,000.00 250.00150mm Boulders 0.25 cu.m. 850.00 213.00

3.5. Column (C-3) (4 Units):Portland Cement 30 bags 245.00 7,350.00Washed Sand 1.25 cu.m. 1,000.00 1,250.00Gravel (G1) 2 cu.m. 1,000.00 2,000.00Concrete Addmix (150g) 30 packs 35.00 1,050.00Concrete Waterproofing Compound (900g) 30 packs 30.00 900.00

3.6. Column (C-4) (6 Units):Portland Cement 50 bags 245.00 12,250.00Washed Sand 2.25 cu.m. 1,000.00 2,250.00Gravel (G1) 3.25 cu.m. 1,000.00 3,250.00Concrete Addmix (150g) 50 packs 35.00 1,750.00Concrete Waterproofing Compound (900g) 50 packs 30.00 1,500.00

3.7. Column (C-1A) (1 Unit):Portland Cement 3 bags 245.00 735.00Washed Sand 0.13 cu.m. 1,000.00 125.00Gravel (G1) 0.25 cu.m. 1,000.00 250.00

3.8. Tie Beam (TB) (2 Units):Portland Cement 19 bags 245.00 4,655.00


Washed Sand 0.75 cu.m. 1,000.00 750.00Gravel (G1) 1.25 cu.m. 1,000.00 1,250.00Concrete Addmix (150g) 19 packs 35.00 665.00Concrete Waterproofing Compound (900g) 19 packs 30.00 570.00

3.9. Beam (RCB1, RCB2 & RCB3) Portland Cement 17 bags 245.00 4,165.00Washed Sand 0.75 cu.m. 1,000.00 750.00Gravel (G1) 1.25 cu.m. 1,000.00 1,250.00Concrete Addmix (150g) 17 packs 35.00 595.00

3.10. Wall Footing (L=51.06 m):Portland Cement 163 bags 245.00 39,935.00Washed Sand 7 cu.m. 1,000.00 7,000.00Gravel (G1) 10.8 cu.m. 1,000.00 10,750.00Concrete Addmix (150g) 163 packs 35.00 5,705.00Concrete Waterproofing Compound (900g) 163 packs 30.00 4,890.00

3.11. Bottom SlabWashed Sand (for Ground Tank Bottom Slab Envelope) 30 cu.m. 1,000.00 30,000.00Portland Cement 131 bags 245.00 32,095.00Washed Sand 5.75 cu.m. 1,000.00 5,750.00Gravel (G1) 8.5 cu.m. 1,000.00 8,500.00Concrete Addmix (150g) 131 packs 35.00 4,585.00Concrete Waterproofing Compound (900g) 131 packs 30.00 3,930.00

3.12. Top SlabPortland Cement 155 bags 245.00 37,975.00Washed Sand 7 cu.m. 1,000.00 7,000.00Gravel (G1) 10.3 cu.m. 1,000.00 10,250.00Concrete Addmix (150g) 155 packs 35.00 5,425.00Concrete Waterproofing Compound (900g) 155 packs 30.00 4,650.00

3.13. StairPortland Cement 20 bags 245.00 4,900.00Washed Sand 0.75 cu.m. 1,000.00 750.00Gravel (G1) 1.25 cu.m. 1,000.00 1,250.00

3.14. Wall (L = 51.06m)Portland Cement 576 bags 245.00 141,120.00Washed Sand 25.5 cu.m. 1,000.00 25,500.00Gravel (G1) 38 cu.m. 1,000.00 38,000.00Concrete Waterproofing Compound (900g) 576 packs 30.00 17,280.00Concrete Addmix (150g) 576 packs 35.00 20,160.00200mm Water Stop 200 ln.mtr. 380.00 76,000.00

3.15. Junction BoxPortland Cement 21 bags 245.00 5,145.00Washed Sand 0.75 cu.m. 1,000.00 750.00Gravel (G1) 1.25 cu.m. 1,000.00 1,250.00Concrete Waterproofing Compound (900g) 18 packs 30.00 540.00

b. Labors:4 - Mason 32 days 366.00 46,848.00

20 - Contractual Laborers 32 days 317.00 202,880.00

c. Equipment Rental:1 - Unit Water Pump (w/ Fuel) 16 days 600.00 9,600.002 - Units One - Bagger Mixer (w/ Fuel) 32 days 1,500.00 96,000.002 - Concrete Vibrator (w/ Fuel) 32 days 1,000.00 64,000.00


4. REINFORCED STEEL WORKS (23,329.60 KGS.)a. Materials:


#16 G.I. Tie Wire 3 kgs. 75.00 225.00


#16 G.I. Tie Wire 2 kgs. 75.00 150.00

4.3. Footing (F-3) (1- Unit)2 pcs. 480.00 960.00

#16 G.I. Tie Wire 1 kg. 75.00 75.00

4.4. Tie Beam (TB) (3 - Units)14 pcs. 1,045.00 14,630.0024 pcs. 190.00 4,560.00

#16 G.I. Tie Wire 3 kgs. 75.00 225.00

4.5. Column (C - 1) (4 Units)48 pcs. 1,045.00 50,160.00









#16 G.I. Tie Wire 8 kgs. 75.00 600.00

4.7. Column(C-3) (1- Unit)2 pcs. 480.00 960.002 pcs. 165.00 330.00

#16 G.I. Tie Wire 1 kg. 75.00 75.00

4.8. Wall Footing 44 pcs. 1,045.00 45,980.0046 pcs. 682.00 31,372.00

#16 G.I. Tie Wire 8 kgs. 75.00 600.00

4.9. Bottom Slab5 pcs. 682.00 3,410.00

156 pcs. 550.00 85,800.0070 pcs. 480.00 33,600.00

#16 G.I. Tie Wire 35 kgs. 75.00 2,625.00

4.10. Top Slab210 pcs. 270.00 56,700.00

#16 G.I. Tie Wire 35 kgs. 75.00 2,625.00

4.11. Stair & Stair Foundation26 pcs. 480.00 12,480.00

9 pcs. 270.00 2,430.0053 pcs. 190.00 10,070.00

#16 G.I. Tie Wire 4 kgs. 75.00 300.00

4.12. Beam (RCB 1) 18 pcs. 682.00 12,276.0019 pcs. 190.00 3,610.00

#16 G.I. Tie Wire 4 kgs. 75.00 300.00

4.13. Beam (RCB 2 & RCB 3) :8 pcs. 682.00 5,456.00


4.14. Wall (L=44.00m)301 pcs. 1,045.00 314,545.00175 pcs. 682.00 119,350.00365 pcs. 480.00 175,200.00

26 pcs. 320.00 8,320.0026 pcs. 270.00 7,020.00

#16 G.I. Tie Wire 35 kgs. 75.00 2,625.00

4.15. Junction Box1 pc. 190.00 190.003 pcs. 480.00 1,440.00

24 pcs. 270.00 6,480.00#16 G.I. Tie Wire 3 kgs. 65.00 195.00Hacksaw Blade 80 pcs. 75.00 6,000.00

b. Labors:4 - Steel Man 38 days 366.00 55,632.004 - Contractual Laborers 38 days 317.00 48,184.00

c. Equipment:Bar Bender 38 days 300.00 11,400.00Bar Cutter 38 days 300.00 11,400.00TOTAL COST OF REINFORCED STEEL WORKS

5. MASONRY WORKS (762.00 Sq.M.)a. Materials:

Portland Cement 90 bags 245.00 22,050.00Fine Sand (For Plastering) 8.75 cu.m. 1,400.00 12,250.00



6. STEEL WORKS a. Materials:6.1. Manhole Cover w/ Steel Ladder (3- Units)

6mm Thk. x 50mm x 6.0m Stainless Steel Flat Bar 4 pcs. 9,000.00 36,000.006mm Thk. x 50mm x 50mm x 6.00m Stainless Angle Bar 2 pcs. ### 32,000.00










25mmØ x 6.00m. Deformed Reinf. Steel Bar20mmØ x 6.00m. Deformed Reinf. Steel Bar16mmØ x 6.00m. Deformed Reinf. Steel Bar12mmØ x 7.50m. Deformed Reinf. Steel Bar12mmØ x 6.00m. Deformed Reinf. Steel Bar

10mmØ x 6.00m. Plain Round Bars16mmØ x 6.00m. Deformed Reinf. Steel Bar12mmØ x 6.00m. Deformed Reinf. Steel Bar


16mmØ x 100mm Stainless Steel L-Type Anchor Bolt w/ Nuts & Washers 18 pcs. 150.00 2,700.0016mmØ x 6.0m Stainless Plain Round Bar 4 pcs. ### 49,600.001.20m x 2.40m x Ga. No. 16 Stainless Plain Sheet 2 shts. 3,800.00 7,600.0010mmØ x 6.0m M.S. Plain Round Bar 1 pc. 190.00 190.00Hacksaw Blade 8 pcs. 65.00 520.00Welding Rod (6011) 10 kgs. 160.00 1,600.00Welding Rod (Stainless) 5 kgs. 580.00 2,900.00

6.2. Hand Rail:50mmØ x 6.0m G.I. Pipe (ASTM A-53 90A Heavy Gauge Standard) 14 pcs. 1,720.00 24,080.0016mm x 16mm x 6.00m MS Square Bar 50 pcs. 781.00 39,050.00Hacksaw Blade 20 pcs. 65.00 1,300.00Welding Rod (6011) 20 kgs. 160.00 3,200.00Hacksaw Blade 30 pcs. 65.00 1,950.00

6.3. Junction Box6mm Thk. x 50mm x 6.0m MS Flat Bar 1 pc. 880.00 880.0016mmØ x 6.0m MS Plain Round Bar 1 pc. 495.00 495.006mm Thk. x 50mm x 50mm x 6.0m MS Angle Bar 1 pc. 1,500.00 1,500.0016mmØ x 100mm Stainless Steel (L-Type) Bolt w/ Nut & Washer 6 pcs. 150.00 900.00Hacksaw Blade 4 pcs. 65.00 260.00Welding Rod (6011) 2 kgs. 160.00 320.00

b. Labors:2 - Welder 30 days 394.00 23,640.002 - Contractual Laborers 30 days 317.00 19,020.00

c. Equipment:1 - Unit Welding Machine 30 days 2,200.00 66,000.001 - Unit Disk Grinder 30 days 400.00 12,000.00

4" Grinding Wheel 4 pcs. 180.00 720.00TOTAL COST OF STEEL WORKS

7. DISINFECTION/LEAKAGE TEST & GROUTING LEAKa. Materials:

Chlorine Powder 25 kgs. 280.00 7,000.00Hydraulic Cement (4-Liter/Gal) 40 gals. 1,300.00 52,000.00

b. Labor:1 - Skilled Worker 6 days 366.00 2,196.002 - Contractual Laborer 6 days 317.00 3,804.00

TOTAL COST OF DISINFECTION & LEAKAGE TEST

8. SUPPLY & INST. OF GATE VALVES, DIFFERENTIAL FLOAT CONTROL VALVE & APPURTENANCESa. Materials:D1Supply & Installation of Differential Float Control Valve

Supply & Installation of 100mmØ Differential Float Controlled Valve, F/F 2 units ### 685,200.00 w/ 2-Units Steel Ring Flange

Specifications:The valve will be controlled by a differential float-operated, maximum differential level of 4.00 meters, maximum flowrate equals to 25.00 LPSThe differential float controlled valve will be installed below the water level, constructed with concrete valve boxThe valve will be a hydraulically operated, diaphragm actuated,Face to face length dimension meets ISO 57529S-10 Standard, Flanged end Connection in Accordance w/ ANSIMaximum pressure rating of PN16 (230 psi)

100mmØ C.I. Sleeve Type Flexible Coupling, (PVC-C.I.) 2 pcs. 3,915.00 7,830.00100mmØ C.I. Sleeve Type Flexible Coupling, (G.I.-PVC) 2 pcs. 3,915.00 7,830.00100mmØ C.I. Adaptor, F/P 2 pcs. 2,541.00 5,082.006mm thk Rubber Gasket 4 kgs. 75.00 300.0016mmØ x 100mm Anchor Bolts w/ Nuts & Washer 32 pcs. 125.00 4,000.00

Construction of two (2.0) units concrete valve boxPortland Cement 26 bags 245.00 6,370.00 Washed Sand 1.25 cu.m. 1,000.00 1,250.00 Gravel (G1) 2.5 cu.m. 1,000.00 2,500.00 16mmØ x 6.00m Deformed Reinf. Steel Bar 46 pcs. 480.00 22,080.00 #16 GI Tie Wire 5 kgs. 75.00 375.00 16mmØ x 6.00m Stainless Steel Round Bar (Type 304) 1 pc. ### 12,500.00 8mmØ x 6.00m M.S. Plain Round Bar 1 pc. 160.00 160.00 16mmØ x 6.00m M.S. Plain Round Bar 10 pcs. 495.00 4,950.00 38mmØ x 6.00m G.I. Pipe ASTM A53-90A Heavy Gauge Standard 1 pc. 1,800.00 1,800.00 6mm Thk x 50mm x 50mm x 6.00m MS Angle Bar 2 pcs. 1,500.00 3,000.00 12mm Thk x 1.20m x 2.40m Ordinary Plywood 6 shts. 975.00 5,850.00 40 pcs - 2" x 2" x 10' Coco Lumber 133 bd.ft. 20.00 2,660.00 40 pcs - 2" x 3" x 10' Coco Lumber 200 bd.ft. 20.00 4,000.00 40 pcs - 2" x 4" x 10' Coco Lumber 267 bd.ft. 20.00 5,340.00 4" C.W. Nail 2 kgs. 70.00 140.00 3" C.W. Nail 2 kgs. 70.00 140.00 1-1/2" C.W. Nail 1 kg. 65.00 65.00 Hacksaw Blade 12 pcs. 65.00 780.00 Welding Rod (6011) 3 kgs. 160.00 480.00



Valves & Appurtenances:D2

150mmØ x 6.00m B.I. Pipe, (ASTM A53-90A Heavy Gauge Standard) 1 pc. ### 16,380.00150mmØ x 150mmØ C.I. Tee, F/F, Flange End In Accordance w/ ANSI B16.1 Class 1 pc. 0.00150mmØ C.I. Adaptor, F/P, Flange End In Accordance w/ ANSI B16.1 Class 125 1 pcs. 0.00150mmØ C.I. Sleeve Type Flexible Coupling (PVC-CI) 1 pcs. 0.00

D3 & D48 pcs. 0.00

100mmØ x 6.00m B.I. Pipe, (ASTM A53-90A Heavy Gauge Standard) 2 pcs. 0.00100mmØ C.I. Body Gate Valve, F/F, PN16, NRS, Flange End in Accordance w/ ANSI 2 pcs. 0.00100mmØ C.I. Adaptor, F/P, Flange End In Accordance w/ ANSI B16.1 Class 125 4 pcs. 0.00100mmØ C.I. Sleeve Type Flexible Coupling (PVC-CI) 4 pcs. 0.00

D3-a & D4-a6 pcs. 5,300.00 31,800.00

200mmØ x 6.00m B.I. Pipe, (ASTM A53-90A Heavy Gauge Standard) 2 pcs. ### 32,760.00200mmØ C.I. Body Gate Valve, F/F, PN16, NRS, Flange End in Accordance w/ ANSI 2 pcs. ### 35,400.00200mmØ C.I. Adaptor, F/P, Flange End In Accordance w/ ANSI B16.1 Class 125 4 pcs. 4,956.00 19,824.00200mmØ C.I. Sleeve Type Flexible Coupling (PVC-CI) 4 pcs. 4,170.00 16,680.00

Entrance Pipe:200mmØ C.I. Body Gate Valve, F/F, PN16, NRS, Flange End in Accordance w/ ANSI 0 pcs. ### 0.00150mmØ Steel Blind Flange in Accordance w/ AWWA C207 Class D-Std. 1 pc. 2,500.00 2,500.00150mmØ C.I. Valve Box Cover 0 pcs. 950.00 0.00200mmØ Steel Ring Flange in Accordance w/ AWWA C207 Class D-Std. 10 pcs. 2,000.00 20,000.006mm Thk x 50mm x 6.00m Stainless Steel Flat Bar 1 pc. 9,000.00 9,000.0019mmØ x 100mm Stainless Steel (Type 304) L-Type Achor Bolt w/ Nut & Washer 12 pcs. 180.00 2,160.0019mmØ x 250mm Stainless Steel (Type 304) Bolt w/ Nut & Washer 6 pcs. 125.00 750.0016mmØ x 88mm Stainless Steel (Type 304) Bolt w/ Nut & Washer 64 pcs. 95.00 6,080.006mm Thick Rubber Gasket 6 kgs. 75.00 450.00

6 pcs. 5,300.00 31,800.00200mmØ x 6.00m B.I. Pipe, (ASTM A53-90A Heavy Gauge Standard) 2 pcs. ### 32,760.00200mmØ C.I. Body Gate Valve, F/F, PN16, NRS, Flange End in Accordance w/ ANSI 2 pcs. ### 35,400.00200mmØ C.I. Adaptor, F/P, Flange End In Accordance w/ ANSI B16.1 Class 125 7 pcs. 4,956.00 34,692.00200mmØ C.I. Sleeve Type Flexible Coupling (PVC-CI) 7 pcs. 4,170.00 29,190.00200mmØ Steel Ring Flange (See Shop Drawing) 4 pcs. 1,800.00 7,200.00150mmØ C.I. Valve Box Cover 2 pcs. 950.00 1,900.0016mmØ x 88mm Stainless Steel (Type 304) Bolt w/ Nut & Washer 56 pcs. 95.00 5,320.006mm Thick Rubber Gasket 8 kgs. 75.00 600.00

D3 & D412 pcs. 5,300.00 63,600.00

200mmØ x 6.00m B.I. Pipe, (ASTM A53-90A Heavy Gauge Standard) 2 pcs. ### 32,760.00200mmØ C.I. Body Gate Valve, F/F, PN16, NRS, Flange End in Accordance w/ ANSI 2 pcs. ### 35,400.00200mmØ C.I. Adaptor, F/P, Flange End In Accordance w/ ANSI B16.1 Class 125 7 pcs. 4,956.00 34,692.00200mmØ C.I. Sleeve Type Flexible Coupling (PVC-CI) 7 pcs. 4,170.00 29,190.00200mmØ Steel Ring Flange (See Shop Drawing) 4 pcs. 1,800.00 7,200.00150mmØ C.I. Valve Box Cover 2 pcs. 950.00 1,900.0016mmØ x 88mm Stainless Steel (Type 304) Bolt w/ Nut & Washer 56 pcs. 95.00 5,320.006mm Thick Rubber Gasket 8 kgs. 75.00 600.00

Under Drain Pipes & Appurtenances100mmØ C.I. Body Gate Valve, F/F, PN16, NRS, Flange End in Accordance w/ ANSI 1 pc. 7,940.00 7,940.00150mmØ C.I. Valve Box Cover 1 ps. 950.00 950.00100mmØ x 6.00m PVC Pipe Class 150, B/S, w/ R.R. 6 pcs. 1,600.00 9,600.00100mmØ Mechanical End Cap, 4 pcs. 950.00 3,800.00100mm x 100mmØ C.I. Tee, M/M 3 pcs. 4,300.00 12,900.00Geotextile Filter Fabric 12 sq.m. 150.00 1,800.00

Air Vent100mmØ x 6.00m G.I. Pipe, ASTM A53-90A Heavy Gauge Std. 1 pc. 4,800.00 4,800.00

4 pcs. 870.00 3,480.00100mmØ G.I. End Cap, ANSI B16.3 Class 150 Std. 2 pcs. 540.00 1,080.00

b. Labor:2 - Pipefitter 4 days 341.00 2,728.004 - Laborer 4 days 317.00 5,072.00

TOTAL COST OF GATE VALVES, DIFFERENTIAL FLOAT CONTROL VALVE & APPURTENANCES

9. SUPPLY & INSTALLATION OF TWO UNITS - 100MMØ FLOW METER & CONST OF CONCRETE VALVE BOXa. Materials :Supply & Inst. of 100mmØ Full Bore Electromagnetic Flowmeter F/F w/ 2-Units Steel F 2 units ### 572,000.00





100mmØ x 90o G.I. Elbow, ANSI B16.3 Class 150 Std.


Specification:100mmØ Electro-Magnetic Flowmeter, ANSI 16.5, Class-150,Flanged-Typed, Transmitter accuracy of 0.40% of rate, with highly accurate bi-directional measurements, battery powered, with internal battery pack of five (05) years maintenance free battery life.Complete with two (02) mating flanges and the desired stainless steel bolts, nuts, washers with rubber gaskets. Unit is remote-type with complete accessories and with integrated GSM Data Logger (wall-mounted typed signal converter) which records/logs the flow & pressure, and is compatible with the sensor EM Flowmeter with a recording interval programmable between 1 second & 1 hour. EM Flowmeter & Logger housing is fully water proofed (IP68). Data can be accessed remotely using a standard GSM mobile phone thru simple text message to the host computer provided with a windows-based software which can monitor multiple data loggers.24 months warranty, with Wet Calibration Certificate per unit upon delivery.The unit includes the following accessories:

Fifty (50) meters flow input cable with pvc conduit up to the pump house, communication cable, Windows-based configuration software for PC's, Two channel flow splitter cable (50 meters), 50 meters hose for pressure line with fittings (quick fit connection).


100mmØ C.I. Sleeve Type Flexible Coupling, (G.I.-PVC) 2 pcs. 3,915.00 7,830.00100mmØ C.I. Adaptor, F/P, Flange End In Accordance w/ ANSI B16.1 Class 125 2 pcs. 2,541.00 5,082.006mm thk Rubber Gasket 5 kgs. 75.00 375.0016mmØ x 100mm Anchor Bolts w/ Nuts & Washer 16 pcs. 95.00 1,520.00

Construction of 2 - Units Concrete Valve BoxPortland Cement 28 bags 245.00 6,860.00 Washed Sand 1.25 cu.m. 1,000.00 1,250.00 Gravel (G1) 2.5 cu.m. 1,000.00 2,500.00 16mmØ x 6.00m Deformed Reinf. Steel Bar 44 pcs. 480.00 21,120.00 #16 GI Tie Wire 5 kgs. 75.00 375.00 16mmØ x 6.00m Stainless Steel Round Bar (Type 304) 1 pc. ### 12,500.00 8mmØ x 6.00m M.S. Plain Round Bar 1 pc. 160.00 160.00 16mmØ x 6.00m M.S. Plain Round Bar 2 pcs. 495.00 990.00 38mmØ x 6.00m G.I. Pipe ASTM A53-90A Heavy Gauge Standard 1 pc. 1,800.00 1,800.00 6mm Thk x 50mm x 50mm x 6.00m MS Angle Bar 1 pc. 1,500.00 1,500.00 12mm Thk x 1.20m x 2.40m Ordinary Plywood 8 shts. 975.00 7,800.00 60 pcs - 2" x 2" x 10' Coco Lumber 200 bd.ft. 20.00 4,000.00 40 pcs - 2" x 3" x 10' Coco Lumber 200 bd.ft. 20.00 4,000.00 40 pcs - 2" x 4" x 10' Coco Lumber 267 bd.ft. 20.00 5,340.00 4" C.W. Nail 2 kgs. 70.00 140.00 3" C.W. Nail 2 kgs. 70.00 140.00 1-1/2" C.W. Nail 1 kg. 65.00 65.00 Hacksaw Blade 6 pcs. 65.00 390.00 Welding Rod (6011) 2 kgs. 160.00 320.00


TOTAL COST OF SUPPLY & INSTALLATION OF 100MMØ FLOW METER & CONST OF CONCRETE VALVE BO

10. PAINTING WORKS (223.00 Sq.M.)a. Materials:

Concrete Neutralizer 6 gals. 320.00 1,920.00Solvent Based Acrylic Paint Primer 10 gals. 1,050.00 10,500.00Solvent Based Acrylic Cast 10 gals. 500.00 5,000.00Solvent Based Acrylic Paint Top Coat White Gloss 20 gals. 1,050.00 21,000.00Solvent Based Acrylic Paint Reducer 6 gals. 420.00 2,520.00Lacquer thinner 8 gals. 250.00 2,000.00Body Filler w/ Hardener 2 gals. 640.00 1,280.00Sand paper #150 2 doz. 150.00 300.00Sand paper #120 2 doz. 150.00 300.00Red 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 2 pints 105.00 210.00Lamp Black Tinting Color for Solvent Based Acrylic Paint 2 pints 105.00 210.00Red Lead Paint Primer 2 gals. 570.00 1,140.00Quick Dry Enamel (Royal Blue) 2 gals. 620.00 1,240.00Paint Thinner 1 gal. 360.00 360.007" Roller Brush w/ Handle 2 sets 45.00 90.00 2" Paint Brush 2 pcs. 20.00 40.00Steel Brush 1 pc. 25.00 25.00



11. WATER PROOFING WORKS FOR TOP SLAB


Supply & Installation of Bituminous Membrane Polyester Reinforced Waterproofing 37.7 sq.m. 1,000.00 37,700.00TOTAL COST OF WATER PROOFING WORKS FOR TOP SLAB

12. SUPPLY & INST. OF 40GPD HYPOCHLORINATOR"CHEM-TECH" heavy Duty Hypochlorinator with 100 liters Solution Tankwith stirrer, series 200, designed to deliver 40 GPD(max) vs. 125 psig, 1 unit ### 90,000.00mechanical diaphragm type and oil bathed gear assembly, driven by electric motor, 230V, single phase, 60 Hz. With complete standardsuction & 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

Provision for Chlorinator Injection Fittings: 50mm.Ø G.I. Coupling, ANSI B16.3 Class 150 1 pc. 52.00 52.00 50mm.Ø x 150mm G.I. Nipple, ASTM A53-90A Heavy Gauge Std. 1 pc. 91.00 91.00 50mm.Ø G.I. Cap, ANSI B16.3 Class 150 1 pc. 63.00 63.00 19mm.Ø G.I. Coupling, ANSI B16.3 Class 150 1 pc. 11.00 11.00 19mm.Ø x 12mm.Ø G.I. Bushing, ANSI B16.3 Class 150 1 pc. 11.00 11.00 12mm.Ø G.I. Plug, ANSI B16.3 Class 150 1 pc. 6.00 6.00

Pressure Gauge Assembly: 12mm.Ø G.I. Tee, ANSI B16.3 Class 150 2 pc. 11.00 22.00 12mm.Ø G.I. Coupling, ANSI B16.3 Class 150 2 pc. 9.00 18.00 12mm.Ø x 100mm G.I. Nipple, ASTM A53-90A Heavy Gauge Std. 2 pc. 15.00 30.00 12mm.Ø x 6mmØ G.I. Bushing, ANSI B16.3 Class 150 2 pc. 10.00 20.00 12mm.Ø G.I. Plug, ANSI B16.3 Class 150 2 pc. 13.00 26.00 12mm.Ø Brass Ball Valve 2 pc. 130.00 260.00 63mm.Ø Oil-filled Pressure Gauge (0-150 psi) 2 pc. 2,000.00 4,000.00

Labor: Cutting & Welding works of B.I. Discharge Pipes, installation of Appurtenances, preparation of Pressure Gauge assy. and provision for Chlorinator Injection Fitting 1 l.s. ### 18,922.00

TOTAL COST OF SUPPLY & INST. OF 40GPD HYPOCHLORINATOR W/ COMPLETE ACCESSORIES

TOTAL COST OF CONST. OF THREE HUNDRED 300.00 CU.M. CONCRETE GROUND T 5,656,397.00

III. CONST. OF CONCRETE PERIMETER FENCE 1. CLEARING/LAYOUTING & EXCAVATION WORKS a. Materials:

Nylon Chord #100 2 rolls 300.00 600.0012mm Clear Level Hose 40 mtrs 25.00 1,000.00

b. Labor:1 - Skilled Worker 3 days 366.00 1,098.004 - Contractual Laborers 3 days 317.00 3,804.00


2. CONCRETING WORKS (14.80 Cu.M.)a. Materials :F1 (7 Units)

Portland Cement 19 bags 245.00 4,655.00Washed Sand 1 cu.m. 1,000.00 1,000.00Gravel 2 cu.m. 1,000.00 2,000.00150mm Boulders 1 cu.m. 1,000.00 1,000.00

F2 (14 Units)Portland Cement 21 bags 245.00 5,145.00Washed Sand 1 cu.m. 1,000.00 1,000.00Gravel 2 cu.m. 1,000.00 2,000.00150mm Boulders 2 cu.m. 1,000.00 2,000.00



RW-1 (L = 18.00 m.)Portland Cement 151 bags 230.00 34,651.80Washed Sand 7.37 cu.m. 1,000.00 7,365.60Gravel 14.7 cu.m. 1,000.00 14,731.20

RW-2 (L = 47.00 m.)Portland Cement 299 bags 230.00 68,805.65Washed Sand 13.9 cu.m. 1,000.00 13,855.60Gravel 27.7 cu.m. 1,000.00 27,711.20


b. Labor:2 - Masons 6 days 366.00 4,392.00

10 - Contractual Laborer 6 days 317.00 19,020.00

c. Equipment Rental/Fuel/Oil & Lubricants:1 - Unit - One - Bagger Mixer 6 days 1,500.00 9,000.001 - Unit - Concrete Vibrator 6 days 800.00 4,800.00

Premium Gasoline 120 ltrs. 60.00 7,200.00TOTAL COST OF CONCRETE WORKS

3. REINFORCED STEEL WORKS (1,940.10 KGS.)a. Materials :F1 (7 Units)

16mmØ x 6.00m Def. Reinforcing Steel Bars 14 pcs. 480.00 6,720.00#16 G.I. Tie-wire 2 kgs. 65.00 130.00Hacksaw Blade 4 pcs. 65.00 260.00

F2 (14 Units)16mmØ x 6.00m Def. Reinforcing Steel Bars 24 pcs. 480.00 11,520.00#16 G.I. Tie-wire 3 kgs. 65.00 195.00Hacksaw Blade 6 pcs. 65.00 390.00

C1 & C1-A (7 Units)16mmØ x 6.00m Def. Reinforcing Steel Bars 28 pcs. 450.00 12,600.0010mmØ x 6.00m Def. Reinforcing Steel Bars 40 pcs. 165.00 6,600.00#16 G.I. Tie-wire 7 kgs. 65.00 455.00Hacksaw Blade 6 pcs. 65.00 390.00

C2 & C2-A (14 Units)16mmØ x 6.00m Def. Reinforcing Steel Bars 56 pcs. 480.00 26,880.0010mmØ x 6.00m Def. Reinforcing Steel Bars 78 pcs. 190.00 14,820.00#16 G.I. Tie-wire 18 kgs. 65.00 1,170.00Hacksaw Blade 8 pcs. 65.00 520.00

RW-1 (L = 18.00 m.)16mmØ x 6.00m Def. Reinforcing Steel Bars 94 pcs. 480.00 45,120.0012mmØ x 6.00m Def. Reinforcing Steel Bars 64 pcs. 270.00 17,280.00#16 G.I. Tie-wire 6.25 kgs. 65.00 406.19

RW-2 (L = 47.00 m.)16mmØ x 6.00m Def. Reinforcing Steel Bars 210 pcs. 480.00 100,800.0012mmØ x 6.00m Def. Reinforcing Steel Bars 151 pcs. 270.00 40,770.00#16 G.I. Tie-wire ### kgs. 65.00 1,798.42

b. Labor:2 -Steel Man 15 days 366.00 10,980.004 - Laborer 15 days 317.00 19,020.00

c. Equipment:1 - Unit Bar Cutter 15 days 300.00 4,500.001 - Unit Bar Bender 15 days 300.00 4,500.00

TOTAL DIRECT COST OF REBAR WORKS

4. MASONRY WORKS:a. Materials :

Portland Cement 110 bags 245.00 26,950.00Washed Sand 5 cu.m. 1,000.00 5,000.00Fine sand (for plastering) 3 cu.m. 1,400.00 4,200.00100mm thk Concrete Hollow Blocks (NLB) 893 pcs. 17.00 15,181.00150mm thk Concrete Hollow Blocks (LB) 143 pcs. 24.00 3,432.0010mmØ x 6.00m Def. Reinforcing Steel Bars 25 pcs. 190.00 4,750.00#16 G.I. Tie-wire 4 kgs. 65.00 260.00Hacksaw Blade 6 pcs. 65.00 390.00

b. Labor:2 - Masons 14 days 366.00 10,248.002 - Laborers 14 days 317.00 8,876.00


5. FORMS & SCAFFOLDING WORKS:a. Materials :

16 shts. 975.00 15,600.0060 - pcs - 2" x 4" x 10' Coco Lumber 400 bd.ft. 20.00 8,000.0080 - pcs - 2" x 3" x 10' Coco Lumber 400 bd.ft. 20.00 8,000.00

100 - pcs - 2" x 2" x 10' Coco Lumber 333 bd.ft. 20.00 6,660.004" C.W. Nails 8 kgs. 70.00 560.003" C.W. Nails 6 kgs. 70.00 420.001-1/2" C.W. Nails 5 kgs. 65.00 325.00

b. Labor:1 - Carpenter 15 days 366.00 5,490.00

12mm Thk. X 1.20m x 2.40m Ordinary Plywood


2 - Laborer 15 days 317.00 9,510.00TOTAL COST OF FORMS & SCAFFOLDING WORKS:

6. STEEL WORKS:a. Materials :

50mmØ x 6.0m G.I. Pipe. (ASTM A53 90A-Heavy Gauge Standard) 16 pcs. 1,720.00 27,520.006mm thk x 38mm x 6.00m M.S. Flat Bar 16 pcs. 880.00 14,080.0012mm x 12mm x 6.00m M.S. Square Bar 76 pcs. 270.00 20,520.00#4 x 50mm Mesh x 1.20m x 2.40m B.I. Steel Matting 25 pcs. 1,400.00 35,000.006011 Welding Rod 15 kgs. 160.00 2,400.00Hacksaw Blade 30 pcs. 65.00 1,950.00

b. Labor:1 -Welder 20 days 366.00 7,320.004 - Laborer 20 days 317.00 25,360.00

c. Equipment Rental:1 - Unit Welding Machine 20 days 2,200.00 44,000.001 - Unit Disk Grinder 20 days 300.00 6,000.00

4" Grinder Wheel 4 pcs. 180.00 720.00TOTAL COST OF STEEL WORKS:


Concrete Neutralizer 4 gals. 320.00 1,280.00Solvent Based Acrylic Paint Primer 10 gals. 1,050.00 10,500.00Solvent Based Acrylic Paint Top Coat (White Gloss) 20 gals. 1,050.00 21,000.00Solvent Based Acrylic Reducer 7 gals. 420.00 2,940.00Red Lead Metal Primer 4 gals. 570.00 2,280.00Quick Dry Enamel Blue 4 gals. 620.00 2,480.00Paint Thinner 2 gals. 360.00 720.00Red Tinting Color for Solvent Based Acrylic Paint 2 pints 105.00 210.00Raw Sienna Tinting Color for Solvent Based Acrylic Paint 8 pints 105.00 840.00Thalo Blue Tinting Color for Solvent Based Acrylic Paint 2 pints 105.00 210.00Lamp Black Tinting Color for Solvent Based Acrylic Paint 2 pints 105.00 210.00#120 Sand Paper 2 doz. 150.00 300.00#150 Sand Paper 2 doz. 150.00 300.007" Paint Roller w/ Tray 2 sets 45.00 90.001" Paint Brush 2 pcs. 15.00 30.002" Paint Brush 2 pcs. 20.00 40.004" Paint Brush 3 pcs. 40.00 120.00Steel Brush 3 pcs. 25.00 75.00

b Labor:2 - Painter 12 days 317.00 7,608.002 - Laborer 12 days 317.00 7,608.00


8. SIGNAGE WITH STAND & FRAMEa. Materials:Panaflex Signage w/ Aluminum Framing, Lighting and Accessories 1 set ### 13,000.00 12mm. x 150mm. Stainless Steel Bolt (Type 304) w/ Nuts & Washers∅ 8 pcs. 80.00 640.00 6mm Thk x 200mm x 200mm Fabricated Base Plate w/ 4-16mm Bolt Hole (Attach∅ 2 pcs. 1,800.00 3,600.00

Shop Drawing)100mm. x 6.00m G.I. Pipe, ASTM 53 A90 Heavy Gauge - Standard∅ 1 pc. 3,450.00 3,450.00 10mm. x 25mm. Stainless Steel Bolt (Type 304) w/ Nuts & Washers∅ 12 pcs. 35.00 420.00 b. Labor:

2 - Skilled Worker 2 day 366.00 1,464.00 2 - Laborer 2 day 317.00 1,268.00

TOTAL COST OF SIGNAGE

TOTAL COST OF CONCRETE PERIMETER FENCE 782,690.05

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

4 - Laborer 1 day 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 245.00 1,470.00Washed Sand 0.25 cu.m. 1,000.00 250.00Gravel (G1) 0.5 cu.m. 1,000.00 500.00

C2-A (2 Units)Portland Cement 7 bags 245.00 1,715.00Washed Sand 0.5 cu.m. 1,000.00 500.00Gravel (G1) 0.75 cu.m. 1,000.00 750.00

WF (11.00 ln.m.)Portland Cement 5 bags 245.00 1,225.00

D2598

Engr. Bautista: other footing is included in Perimeter Fence


Washed Sand 0.25 cu.m. 1,000.00 250.00Gravel (G1) 0.5 cu.m. 1,000.00 500.00

Floor Lintel Beam (11.00 ln.m.)Portland Cement 4 bags 245.00 980.00Washed Sand 0.25 cu.m. 1,000.00 250.00Gravel (G1) 0.5 cu.m. 1,000.00 500.00

Slab on Fill (0.10m x 12.65 Sq.m.)Portland Cement 12 bags 245.00 2,940.00Washed Sand 0.5 cu.m. 1,000.00 500.00Gravel (G1) 1 cu.m. 1,000.00 1,000.00

Door/Window Lintel Beam (10.00 ln.m.)Portland Cement 3 bags 245.00 735.00Washed Sand 0.25 cu.m. 1,000.00 250.00Gravel (G1) 0.25 cu.m. 1,000.00 250.00

RCBPortland Cement 12 bags 245.00 2,940.00Washed Sand 0.5 cu.m. 1,000.00 500.00Gravel (G1) 1 cu.m. 1,000.00 1,000.00

Roof Slab (18.70 sq.m.)Portland Cement 23 bags 245.00 5,635.00Washed Sand 1 cu.m. 1,000.00 1,000.00Gravel (G1) 2 cu.m. 1,000.00 2,000.00

False Beam (10.50 ln.m.)Portland Cement 4 bags 245.00 980.00Washed Sand 0.25 cu.m. 1,000.00 250.00Gravel (G1) 0.25 cu.m. 1,000.00 250.00

b. Labors:1 Mason 4 days 366.00 1,464.008 - Laborers 4 days 317.00 10,144.00

c. Equipment Rental:1 - Unit One - Bagger Mixer 4 days 1,500.00 6,000.001 - Unit Concrete Vibrator 4 days 500.00 2,000.00

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


16mmØ x 6.00m Def. Reinforcing Steel Bars 4 pcs. 480.00 1,920.00#16 G.I. Tie-wire 1 kg. 65.00 65.00Hacksaw Blade 2 pcs. 65.00 130.00

C2-A (2 Units)16mmØ x 6.00m Def. Reinforcing Steel Bars 8 pcs. 480.00 3,840.0010mmØ x 6.00m Def. Reinforcing Steel Bars 11 pcs. 190.00 2,090.00#16 G.I. Tie-wire 1 kg. 65.00 65.00Hacksaw Blade 2 pcs. 65.00 130.00

WF (11.00 ln.m.)12mmØ x 6.00m Def. Reinforcing Steel Bars 3 pcs. 270.00 810.0010mmØ x 6.00m Def. Reinforcing Steel Bars 5 pcs. 190.00 950.00#16 G.I. Tie-wire 2 kgs. 65.00 130.00Hacksaw Blade 2 pcs. 65.00 130.00

Floor Lintel Beam (11.00 ln.m.)12mmØ x 6.00m Def. Reinforcing Steel Bars 9 pcs. 270.00 2,430.0010mmØ x 6.00m Def. Reinforcing Steel Bars 7 pcs. 190.00 1,330.00#16 G.I. Tie-wire 2 kgs. 65.00 130.00Hacksaw Blade 2 pcs. 65.00 130.00

Slab on Fill (0.10m x 12.65 Sq.m.)10mmØ x 6.00m Def. Reinforcing Steel Bars 19 pcs. 190.00 3,610.00#16 G.I. Tie-wire 1 kg. 65.00 65.00Hacksaw Blade 3 pcs. 65.00 195.00

Door/Window Lintel Beam (10.00 ln.m.)12mmØ x 6.00m Def. Reinforcing Steel Bars 4 pcs. 270.00 1,080.0010mmØ x 6.00m Def. Reinforcing Steel Bars 4 pcs. 190.00 760.00#16 G.I. Tie-wire 1 kg. 65.00 65.00Hacksaw Blade 1 pc. 65.00 65.00

RCB16mmØ x 6.00m Def. Reinforcing Steel Bars 22 pcs. 480.00 10,560.0010mmØ x 6.00m Def. Reinforcing Steel Bars 30 pcs. 190.00 5,700.00#16 G.I. Tie-wire 7 kgs. 65.00 455.00


Hacksaw Blade 10 pc. 65.00 650.00

Roof Slab12mmØ x 6.00m Def. Reinforcing Steel Bars 65 pcs. 270.00 17,550.00#16 G.I. Tie-wire 6 kgs. 65.00 390.00Hacksaw Blade 10 pcs. 65.00 650.00

False Beam (10.50 ln.m.)12mmØ x 6.00m Def. Reinforcing Steel Bars 5 pcs. 270.00 1,350.0010mmØ x 6.00m Def. Reinforcing Steel Bars 8 pcs. 190.00 1,520.00#16 G.I. Tie-wire 3 kgs. 65.00 195.00Hacksaw Blade 3 pcs. 65.00 195.00

b. Labors:1 -Steelman 14 days 366.00 5,124.002 -Contractual Laborers 14 days 317.00 8,876.00

c. Equipment Rental:1 - Unit Bar Bender 14 days 300.00 4,200.00

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 245.00 17,885.00Washed Sand 3.5 cu.m. 1,000.00 3,500.00Fined Sand (For Plastering) 2 cu.m. 1,400.00 2,800.00100mm x 200mm x 400mm Hollow Block (NLB) 640 pcs. 17.00 10,880.00150mm x 200mm x 400mm Hollow Block (LB) 230 pcs. 24.00 5,520.0010mmØ x 6.00m. Def. Steel Bars 42 pcs. 190.00 7,980.00# 16 G.I. Tie Wire 3 kgs. 75.00 225.00Hacksaw Blade 12 pcs. 65.00 780.00

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) 390 pcs. 16.00 6,240.00 400mm x 400mm Granite Tiles (White) 54 pcs. 255.00 13,770.00 Tile Adhesive (25Kg/Bag) 5 bags 305.00 1,525.00 Tile Grout (2 Kg./Pack) 5 bags 85.00 425.00 PVC Tile Trim (White) 7 pcs. 65.00 455.00 4" Grinding Wheel 1 pc. 180.00 180.00


c. Equipment Rental:1 - Unit Tile Cutter 5 days 300.00 1,500.00 1 - Unit Angular Grinder 5 days 300.00 1,500.00

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 Jamb 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 :

E2733

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

E2734

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


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


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 6,660.00

80 pcs. - 2" x 3" x 10' Coco Lumber 400 bd.ft. 20.00 8,000.0080 pcs. - 2" x 4" x 10' Coco Lumber 400 bd.ft. 20.00 8,000.00

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. Labors:1 -Carpenter 12 days 366.00 4,392.001 -Contractual Laborers 12 days 317.00 3,804.00

TOTAL DIRECT COST OF SCAFFOLDING & FORM WORKS

7. PLUMBING WORKS7.1. Storm Drainage Pipe50mmØ 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 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 Teflon 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 4 days 366.00 1,464.002 -Contractual Laborers 4 days 317.00 2,536.00


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

50mmØ x 900 PVC Bend, Series 1000

100mmØ x 450 PVC Sanitary Elbow, Series 1000100mmØ x 900 PVC Sanitary Elbow, Series 1000

50mmØ x 900 PVC Bend, Series 1,000

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

9. STEEL WORKS (WINDOW GRILLES)


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

b. Labors:1 -Welder 3 days 394.00 1,182.002 -Contractual Laborers 3 days 317.00 1,902.00

c. Equipment:1 - Unit Welding Machine w/ Cutting Outfit 3 days 2,200.00 6,600.001 Unit Disk Grinder 3 days 300.00 900.00

4" Grinding Disk 4 pcs. 180.00 720.00TOTAL 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)


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. 143.00 286.00Quick 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



12. CONSTRUCTION OF SEPTIC VAULT (SEALED)12.1. CONCRETE & REINFORCED STEEL WORKSa.Materials:

1. Bottom SlabPortland Cement 6 bags 245.00 1,470.00Washed Sand 0.25 cu.m. 1,000.00 250.00Gravel (G1) 0.5 cu.m. 1,000.00 500.00Concrete Water Proofing Compound 6 packs 35.00 210.0010mmØ x 6.00m. Def. Reinforcing Steel Bars 5 pcs. 190.00 950.00#16 G.I. Tie Wire 1 kg. 75.00 75.00

2.1.2. Top SlabPortland Cement 3 bags 245.00 735.00Washed Sand 0.25 cu.m. 1,000.00 250.00Gravel (G1) 0.25 cu.m. 1,000.00 250.00Concrete Water Proofing Compound 3 packs 35.00 105.0010mmØ x 6.00m. Def. Reinforcing Steel Bars 10 pcs. 190.00 1,900.00#16 G.I. Tie Wire 2 kgs. 75.00 150.00

b.Labors:1 - Mason 2 days 366.00 732.002 - Contractual Laborer 2 days 317.00 1,268.00

12.2. MASONRY WORKSa.Materials:

100mm x 200mm x 400mm Concrete Hollow Block (NLB) 160 pcs. 17.00 2,720.00


Portland Cement 16 bags 245.00 3,920.00Washed Sand 1 cu.m. 1,000.00 1,000.00Fine Sand (For Plastering) 0.5 cu.m. 1,400.00 700.0010mmØ x 6.00m. Def. Reinforcing Steel Bars 14 pcs. 190.00 2,660.00#16 G.I. Tie Wire 2 kgs. 75.00 150.00

b.Labors:1 - Mason 2 days 366.00 732.001 - Contractual Laborer 2 days 317.00 634.00

12.3. CARPENTRY WORKSa. Materials:Forms & Scaffolding


4" C.W. Nail 2 kgs. 70.00 140.003" C.W. Nail 2 kgs. 70.00 140.001-1/2"" C.W. Nail 1 kg. 65.00 65.00

b. Labor:1 - Carpenter 2 days 366.00 732.001 - Contractual Laborer 2 days 317.00 634.00

12.4. Bituminous Membrane Polyester Reinforced Water Proofing 15.7 sq.m. 1,000.00 15,700.00TOTAL COST OF CONSTRUCTION OF SEPTIC VAULT

TOTAL COST OF OPERATOR'S ROOM Php 456,996.00

V. CONSTRUCTION OF GUARD HOUSE (2.89 SQ. M.)1. EXCAVATION WORKS (1.60 CU.M.)a. Laborers

2 - Laborers 1 day 317.00 634.00TOTAL COST OF EXCAVATION WORKS

2. CONCRETE WORKS (3.00 Cu.M.)a. Material:

F (4 Units)Portland Cement 5 bags 245.00 1,225.00 Washed Sand 0.25 cu.m. 1,000.00 250.00 Gravel (G1) 0.5 cu.m. 1,000.00 500.00

C (4 Units)Portland Cement 3 bags 245.00 735.00 Washed Sand 0.13 cu.m. 1,000.00 125.00 Gravel (G1) 0.25 cu.m. 1,000.00 250.00

WF (5.60 Ln.M.)Portland Cement 3 bags 245.00 735.00 Washed Sand 0.13 cu.m. 1,000.00 125.00 Gravel (G1) 0.25 cu.m. 1,000.00 250.00

Floor Lintel Beam (6.90 Ln. M.)Portland Cement 3 bags 245.00 735.00 Washed Sand 0.13 cu.m. 1,000.00 125.00 Gravel (G1) 0.25 cu.m. 1,000.00 250.00

Door & Window Lintel Beam (4.20 Ln.M.)Portland Cement 2 bags 245.00 490.00 Washed Sand 0.13 cu.m. 1,000.00 125.00 Gravel (G1) 0.13 cu.m. 1,000.00 125.00

Concrete Floor Slab (2.25 Sq.M.)Portland Cement 3 bags 245.00 735.00 Washed Sand 0.13 cu.m. 1,000.00 125.00 Gravel (G1) 0.25 cu.m. 1,000.00 250.00

Reinforced Concrete Beam Portland Cement 3 bags 245.00 735.00 Washed Sand 0.13 cu.m. 1,000.00 125.00 Gravel (G1) 0.25 cu.m. 1,000.00 250.00

Roof Slab & Overhang Portland Cement 6 bags 245.00 1,470.00 Washed Sand 0.25 cu.m. 1,000.00 250.00 Gravel (G1) 0.5 cu.m. 1,000.00 500.00

False Beam (0.10 x 0.25m x 20.50 ln.m.)Portland Cement 5 bags 245.00 1,225.00 Washed Sand 0.25 cu.m. 1,000.00 250.00 Gravel (G1) 0.5 cu.m. 1,000.00 500.00

b. Labor:


1 -Mason 3 days 366.00 1,098.00 4 - Laborer 3 days 317.00 3,804.00

c. Equipment:1 - Unit One - Bagger Mixer 3 days 1,500.00 4,500.00 1 - Unit Concrete Vibrator 3 days 800.00 2,400.00


3. REINFORCED STEEL WORKS ( 660.00 KGS.)a. Materials:

F (4 Units)16mm.Ø x 6.00m Deformed Reinf. Steel Bar 5 pcs 480.00 2,400.00 #16 G.I. Tie Wire 0.5 kg. 75.00 37.50 Hacksaw Blade 2 pcs. 65.00 130.00

C (4 Units)16mm.Ø x 6.00m Deformed Reinf. Steel Bar 16 pcs 480.00 7,680.00 10mm.Ø x 6.00m Deformed Reinf. Steel Bar 9 pcs 190.00 1,710.00 #16 G.I. Tie Wire 3.5 kgs. 75.00 262.50 Hacksaw Blade 3 pcs. 65.00 195.00

WF (5.60 Ln.M.)12mm.Ø x 6.00m Deformed Reinf. Steel Bar 2 pcs 270.00 540.00 10mm.Ø x 6.00m Deformed Reinf. Steel Bar 3 pcs 190.00 570.00 #16 G.I. Tie Wire 0.5 kg. 75.00 37.50 Hacksaw Blade 2 pcs. 65.00 130.00

Floor Lintel Beam (6.90 Ln. M.)12mm.Ø x 6.00m Deformed Reinf. Steel Bar 5 pcs 270.00 1,350.00 10mm.Ø x 6.00m Deformed Reinf. Steel Bar 4 pcs 190.00 760.00 #16 G.I. Tie Wire 1.5 kgs. 75.00 112.50 Hacksaw Blade 2 pcs. 65.00 130.00

Door & Window Lintel Beam (4.20 Ln.M.)12mm.Ø x 6.00m Deformed Reinf. Steel Bar 2 pcs. 270.00 540.00 10mm.Ø x 6.00m Deformed Reinf. Steel Bar 2 pcs. 190.00 380.00 #16 G.I. Tie Wire 0.5 kg. 75.00 38.00 Hacksaw Blade 1 pc. 65.00 65.00

Concrete Floor Slab (2.25 Sq.M.)10mm.Ø x 6.00m Deformed Reinf. Steel Bar 4 pcs 190.00 760.00 #16 G.I. Tie Wire 1 kg. 75.00 75.00 Hacksaw Blade 1 pc. 65.00 65.00

Reinforced Concrete Beam 16mm.Ø x 6.00m Deformed Reinf. Steel Bar 8 pcs 480.00 3,840.00 10mm.Ø x 6.00m Deformed Reinf. Steel Bar 10 pcs 190.00 1,900.00 #16 G.I. Tie Wire 2 kgs. 75.00 150.00 Hacksaw Blade 4 pcs. 65.00 260.00

Roof Slab & Overhang12mm.Ø x 6.00m Deformed Reinf. Steel Bar 24 pcs 270.00 6,480.00 #16 G.I. Tie Wire 3 kgs. 75.00 225.00 Hacksaw Blade 8 pcs. 65.00 520.00

False Beam (0.10 x 0.25m x 20.50 ln.m.)12mm.Ø x 6.00m Deformed Reinf. Steel Bar 12 pcs 240.00 2,880.00 10mm.Ø x 6.00m Deformed Reinf. Steel Bar 11 pcs 190.00 2,090.00 #16 G.I. Tie Wire 4 kgs. 75.00 300.00 Hacksaw Blade 8 pcs. 65.00 520.00

b. Labor:1 -Steelman 8 days 366.00 2,928.00 2 - Laborer 8 days 317.00 5,072.00

TOTAL COST OF REINFORCED STEEL WORKS

4. MASONRY WORKS4.1. Laying of CHB (17.60 Sq. M.)a. Material:

150mm x 200mm x 400mm CHB (LB) 42 pcs. 24.00 1,008.00 100mm x 200mm x 400mm CHB (NLB) 185 pcs. 17.00 3,145.00 Portland Cement 16 bags 245.00 3,920.00 Washed Sand 1.25 cu.m. 1,000.00 1,250.00 10mm.Ø x 6.00m Deformed Reinf. Steel Bar 12 pcs. 190.00 2,280.00 #16 G.I. Tie Wire 5 kgs. 75.00 375.00 Hacksaw Blade 8 pcs. 65.00 520.00

b. Labor:1 - Mason 3 days 366.00 1,098.00 1 - Laborer 3 days 317.00 951.00

4.2. Plastering Works (53.25 Sq.M.)a. Material


Portland Cement 10 bags 245.00 2,450.00 Fine Sand (For Plastering) 0.75 cu.m. 1,400.00 1,050.00



5. TILE WORKS (2.56 Sq. M.)a. Material:400mm x 400mm Granite Tiles 17 pcs. 255.00 4,335.00 Tile Adhesive (25Kg/Bag) 1 bag 305.00 305.00 Tile Grout (2 Kg./Pack) 1 bag 85.00 85.00 4" Grinding Wheel 1 pc. 180.00 180.00

b. Labor:1 - Mason 2 days 366.00 732.00 1 - Laborer 2 days 317.00 634.00

c. Equipment Rental:1 - Unit Tile Cutter 2 days 300.00 600.00 1 - Angular Grinder 2 days 300.00 600.00

TOTAL COST OF TILE WORKS

6. FORM & SCAFFOLDING WORKSa. Materials:

40 pcs. - 2" x 2" x 10" Coco Lumber 133 bd.ft. 20.00 2,660.00 40 pcs. - 2" x 3" x 10" Coco Lumber 200 bd.ft. 20.00 4,000.00 20 pcs. - 2" x 4" x 10" Coco Lumber 133 bd.ft. 20.00 2,660.00

12mm Thk x 1.20 m x 2.40 m Ordinary Plywood 8 shts. 975.00 7,800.00 1-1/2" C.W. Nail 2 kgs. 65.00 130.00 3" C.W. Nail 3 kgs. 70.00 210.00 4" C.W. Nail 3 kgs. 70.00 210.00


TOTAL COST OF FORM & SCAFFOLDING WORKS

7. CARPENTRY WORKS7.1. Intallation of Pre-Fabricated of Doors & Windows:a. Material:Prefabricated - 0.60m x 2.10m Pannel Type Door, 50mm x 150mm Mahogany Wood Doo 1 unit 4,400.00 4,400.00

& 38mm Thick Door Board w/ 50mm x 100mm Mahogany Wood Door JambPrefabricated - 0.70m x 1.165m 1-Pannel Window Jamb, 50mm x 150mm Mahogany Wo 2 units 800.00 1,600.00 Chrome Heavy Duty Door Knob 1 unit 950.00 950.00 Stainless Door Stopper 1 unit 170.00 170.00 4" x 3" Loose Pin Hinges w/ Screw 4 pcs. 140.00 560.00 4" C.W. Nail 1 kg. 70.00 70.00

b. Labor:1 - Carpenter 2 days 366.00 732.00 1 - Laborer 2 days 317.00 634.00

7.2. Fabrication of Cabineta. Material:

Cabinet Handle (Chrome) 5 pcs. 160.00 800.00 Cabinet Concealed Hinges w/ Screw 10 pcs. 60.00 600.00

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 5 shts. 1,100.00 5,500.00 6mm Thk x 1.20m x 2.40m Plyboard 2 shts. 420.00 840.00 3" C.W. Nail 2 kgs. 70.00 140.00 1" C.W. Finishing Nail 2 kgs. 75.00 150.00



8. STEEL WORKSa. Material:

10mm x 10mm x 6.00m M.S. Square Bar 1 pc. 260.00 260.00 12mm x 12mm x 6.00m M.S. Square Bar 4 pcs. 311.00 1,244.00 6mm Thk x 50mm x 6.00m M.S. Flat Bar 2 pcs. 880.00 1,760.00 Hacksaw Blade 4 pcs. 65.00 260.00 6011 Welding Rod 8 kgs 160.00 1,280.00 Industrial Oxygen (Content) 2 cyls. 750.00 1,500.00 Acetylene (Content) 1 cyl. 1,500.00 1,500.00

b. Labor:1 - Welder 3 days 394.00 1,182.00 1 - Laborer 3 days 317.00 951.00


c. Equipment Rental/Fuel:1 - Unit Welding Machine w/ Cutting Outfit 3 days 2,200.00 6,600.00 1 - Unit Disk Grinder 3 days 400.00 1,200.00

4" Grinding Wheel 1 pc. 180.00 180.00TOTAL COST OF STEEL WORKS

9 GLASS WORKS (LUMP SUM)Supply & Installation of 5.5 mm Thk x 13 Blades x 0.60m width Smoke Glass Jalousies

w/ Aluminum Holder 2 sets 800.00 1,600.00TOTAL DIRECT COST OF GLASS WORK (LUMP SUM)

10. PLUMBING WORKSa. Materials:

50mmØ x 3.00m. PVC Sanitary Pipe Series 1000 2 pcs. 306.00 612.003 pcs. 45.00 135.00

50mmØ PVC Coupling, Series 1000 2 pcs. 80.00 160.00PVC Solvent Cement 1 qrt. 334.00 334.00100mm x 100mmStainless Floor Drain 1 pc. 68.00 68.00

b. Labors:1 - Plumber 1 day 366.00 366.001 - Contractual Laborers 1 day 317.00 317.00


11. WATERPROOFING WORKS (LUMP SUM)Bituminous Membrane Polyester Reinforced Waterproofing 2.9 sq.mtr. 1,000.00 2,900.00TOTAL DIRECT COST OF WATERPROOFING WORKS (LUMP SUM)


Concrete Neutralizer 1 gal. 320.00 320.00 Solvent Based Acrylic Paint Primer 2 gals. 1,050.00 2,100.00 Solvent Based Acrylic Cast 1 gal. 400.00 400.00 Solvent Based Acrylic Paint Top Coat White Gloss 4 gals. 1,050.00 4,200.00 Solvent Based Acrylic Paint Reducer 1 gal. 420.00 420.00 Body Filler w/ Hardener 1 gal. 520.00 520.00 #150 Sand Paper 1 doz. 150.00 150.00 #120 Sand Paper 1 doz. 150.00 150.00 Raw Sienna Tinting Color for Solvent Based Acrylic Paint 1 pint 105.00 105.00 Thalo Blue Tinting Color for Solvent Based Acrylic Paint 1 pint 105.00 105.00 Lamp Black Tinting Color for Solvent Based Acrylic Paint 1 pint 105.00 105.00 Steel Brush 1 pc. 25.00 25.00 3" Paint Brush 1 pc. 30.00 30.00 2" Paint Brush 1 pc. 20.00 20.00

b. Labors:1 - Painter 5 days 366.00 1,830.001 - Laborer 5 days 317.00 1,585.00


TOTAL COST OF CONSTRUCTION OF GUARD HOUSE 175,801.00

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

1. CONCRETE & REINFORCED STEEL WORKSa.Materials:1.1 Wall

Portland Cement 12 bags 245.00 2,940.00Washed Sand 0.5 cu.m. 1,000.00 500.00Gravel (G1) 1.25 cu.m. 1,000.00 1,250.0010mmØ x 6.00m. Deformed Reinf. Steel Bar 18 pcs. 190.00 3,420.0012mmØ x 6.00m. Deformed Reinf. Steel Bar 8 pcs. 270.00 2,160.00#16 G.I. Tie Wire 3 kgs. 75.00 225.00

1.2 Roof SlabPortland Cement 7 bags 245.00 1,715.00Washed Sand 0.25 cu.m. 1,000.00 250.00Gravel (G1) 0.5 cu.m. 1,000.00 500.00Concrete Water Proofing Compound (900 g) 7 packs 35.00 245.00


1.3 Floor SlabPortland Cement 3 bags 245.00 735.00Washed Sand 0.25 cu.m. 1,000.00 250.00Gravel (G1) 0.5 cu.m. 1,000.00 500.00

7 pcs. 190.00 1,330.00#16 G.I. Tie Wire 1 kg. 75.00 75.00

1.4. Door Lintel BeamPortland Cement 2 bags 245.00 490.00Washed Sand 0.13 cu.m. 1,000.00 125.00





Gravel (G1) 0.13 cu.m. 1,000.00 125.001 pc. 270.00 270.001 pc. 190.00 190.00

#16 G.I. Tie Wire 1 kgs. 75.00 75.00



2. MASONRY WORKSa.Materials:1. CHB Laying & Plastering Works

100mm x 200mm x 400mm CHB (NLB) 70 pcs. 17.00 1,190.00Portland Cement 10 bags 245.00 2,450.00Washed Sand 0.25 cu.m. 1,000.00 250.00Fine Sand (For Plastering) 0.5 cu.m. 1,400.00 700.0010mm dia x 6.00m Deformed Reinf. Steel Bar 5 pcs. 190.00 950.00#16 G.I. Tie Wire 1 kg. 75.00 75.00

b.Labor:1 - Mason 3 days 366.00 1,098.001 - Contractual Laborers 3 days 317.00 951.00


3. CARPENTRY WORKS3.1 Installation of Pre-Fabricated PVC Door a.Materials:

Pre-fabricated 800mm x 2100mm PVC Door w/ Jamb, Door Knob, Hinges & Screw 1 unit 2,200.00 2,200.00Stainless Door Knob (Heavy Duty) 1 unit 950.00 950.00

3.2. Forms & Scaffolding Worksa. Materials:


4" C.W. Nail 4 kgs. 70.00 280.003" C.W. Nail 4 kgs. 70.00 280.001-1/2" C.W. Nail 2 kgs. 65.00 130.00

b.Labor:1 - Carpenter 4 days 366.00 1,464.002 - Laborer 4 days 317.00 2,536.00



Solvent Based Acrylic Paint Primer 1 gal. 1,050.00 1,050.00Solvent Based Acrylic Cast 1 gal. 500.00 500.00Solvent Based Acrylic Top Coat White Gloss Paint 2 gals. 1,050.00 2,100.00Solvent Based Acrylic Paint Reducer 1 gal. 420.00 420.00Red Tinting Color for Solvent Based Acrylic Paint 1 pint 105.00 105.00Raw Sienna Tinting Color for Solvent Based Acrylic Paint 1 pint 105.00 105.00Thalo Blue Tinting Color for Solvent Based Acrylic Paint 1 pint 105.00 105.00Lamp Black Tinting Color for Solvent Based Acrylic Paint 1 pint 105.00 105.003" Paint Brush 1 pc. 30.00 30.00

b. Labors:1 - Painter 3 days 317.00 951.001 - Laborer 3 days 317.00 951.00


5. WATER PROOFING WORKS (LUMP SUM)6.21 sq.mtr. 1,000.00 6,210.00

TOTAL COST OF WATER PROOFING WORKS

TOTAL COST OF CHLORINE ROOM 69,126.00

VII. CONSTRUCTION OF 200MM Ø & 300MM Ø RCCP DRAINAGE SYSTEM1. CATCH BASIN/MANHOLE1.1. EXCAVATION WORKSb. Labor:

1 - Skilled Worker 3 days 366.00 1,098.004 - Laborer 3 days 317.00 3,804.00


1.2. CONCRETE & REINFORCED STEEL WORKSa. Materials:

Portland Cement 28 bags 245.00 6,860.00Washed Sand 1.5 cu.m. 1,000.00 1,500.00Gravel (G1) 3 cu.m. 1,000.00 3,000.0010mmØ x 6.00m Deformed Reinf. Steel Bar 26 pcs. 190.00 4,940.00#16 G.I. Tie Wire 2 kgs. 75.00 150.00





1.3. MASONRY WORKSa. Materials:

100mm x 200mm x 400mm CHB (NLB) 330 pcs. 17.00 5,610.00Portland Cement 14 bags 245.00 3,430.00Washed Sand 2 cu.m. 1,000.00 2,000.00Fine Sand (For Plastering) 1 cu.m. 1,400.00 1,400.00



2. LAYING OF 200mm Ø & 300mmØ RCCP a. Materials:

300mmØ x 1.0m RCCP 22 pcs. 1,078.00 23,716.00200mmØ x 1.0m RCCP 16 pcs. 748.00 11,968.00Portland Cement 9 bags 245.00 2,205.00Washed Sand 0.5 cu.m. 1,000.00 500.00


TOTAL COST OF LAYING OF 200mm Ø & 300mmØ RCCP

TOTAL COST OF CONSTRUCTION OF 300MM Ø RCCP DRAINAGE SYSTEM 102,740.00

VIII. CONSTRUCTION OF CONCRETE CATWALK/DRIVE WAY 1. Concrete Walk Pada. Materials:

Portland Cement 21 bags 245.00 5,145.00Washed Sand 1.25 cu.m. 1,000.00 1,250.00Gravel (G1) 2.5 cu.m. 1,000.00 2,500.0010mmØ x 6.00m Def. Reinf. Steel Bar 25 pcs. 190.00 4,750.00#16 G.I. Tie-wire 3 kgs. 65.00 195.00Hacksaw Blade 4 pcs. 65.00 260.00

2. 150mm Thk Concrete Driveway (106 Sq.M.)a. Materials:

Portland Cement 141 bags 245.00 34,545.00Washed Sand 7 cu.m. 1,000.00 7,000.00Gravel (G1) 10.5 cu.m. 1,000.00 10,500.00Item 201 (Aggregates Base Course) 25 cu.m. 800.00 20,000.00Item 200 (Aggregates Sub-Base Course) 25 cu.m. 450.00 11,250.00

8 pcs. - 1" x 6" x 8' Coco Lumber 32 bd.ft. 20.00 640.0040 pcs. - 2" x 2" x 8' Coco Lumber 107 bd.ft. 20.00 2,140.00

4" C.W. Nail 2 kgs. 70.00 140.003" C.W. Nail 2 kgs. 70.00 140.00



TOTAL COST OF CONSTRUCTION OF CONCRETE CATWALK/DRIVE WAY

IX. CONSTRUCTION OF 59.00 LN.M. RIPRAP1. Layout & Excavation Works:a. Labor:

2 - Skilled Workers 5 days 366.00 3,660.008 - Laborer 5 days 317.00 12,680.00

2. Masonry Works:a. Materials:

150mmØ Boulder 179 cu.m. 900.00 161,100.00Portland Cement 230 bags 245.00 56,350.00Washed Sand 25.5 cu.m. 1,000.00 25,500.0012mmØ x 6.00m Def. Reinf. Steel Bar 140 pcs. 270.00 37,800.00#16 G.I. Tie-wire 3 kgs. 65.00 195.00Hacksaw Blade 6 pcs. 65.00 390.0075mmØ x 3.00m Sanitary Pipe Series-1000 9 pcs. 473.00 4,257.00




TOTAL COST OF CONSTRUCTION OF 59.00 LN.M. RIPRAP

X. LANDSCAPING WORKSa. Materials:

Garden Soil 6 cu.m. 1,200.00 7,200.00Carabao Grass 35 sq.m. 320.00 11,200.00


c. Equipment Rental:1 - Unit Compact Hand Roller 5 days 7,200.00 36,000.00

TOTAL COST OF LANDSCAPING WORKS

XI. ELECTRICAL WORKSTOTAL NUMBER OF OUTLETS311. MOBILIZATION/DEMOBILIZATION 1 lot 2,000.00 2,000.00

2. SUPPLY, TESTING & INSTALLATION OF KW-HR METER, RACEWAY AND ACCESSORIESa. Material

Kiliwatthour Meter (Digital), 250 Volts, Single Phase, Assembly, 1 assy. 8,160.00 8,160.00 GE Class 200, 5 jaw, complete w/ Rectangular Base

Testing/Calibration FEE 1 lot 100.00 100.00 25mmØ Entrance Cap 1 pc. 41.00 41.00 25mmØ x 3m RSC Conduit Pipe 1 pc. 367.00 367.00 25mmØ RSC Male Adaptor 1 pc. 8.00 8.00 25mmØ Locknut 1 pc. 6.00 6.00 25mmØ Conduit Pipe Clamp 4 pc. 7.00 28.00 Single Wire, Secondary Rack w/ Spool Insulator 1 pc. 142.00 142.00

b. Labor:1 - Skilled Worker 1 day 366.00 366.00 1 - Laborer 1 day 317.00 317.00

Direct Cost

3. SUPPLY & INSTALLATION OF ELECTRICAL FACILITIES FOR OPERATORS ROOMa. Material

60 Amperes Main Circuit Breaker, Single Phase, 250 Volts, Panel Board 1 set 5,766.00 5,766.00 enclosed in Powder Coated Finished Panel Boxwith 5 Single Phase Branches of: 1 sets - 15 Amps. Branch 4 sets - 20 Amps. Branch

60 mtrs. 84.00 5,040.00 92 mtrs. 32.00 2,944.00 75 mtrs. 23.00 1,725.00

25mmØ Entrance Cap 1 pc. 41.00 41.00 25mmØ x 3m PVC Conduit Pipe 1 pc. 131.00 131.00

1 pc. 26.00 26.00 25mmØ PVC Male Adaptor 1 pc. 8.00 8.00 25mmØ Locknut 1 pc. 6.00 6.00 20mmØ Flexible Conduit 48 mtrs. 8.00 384.00 20mmØ x 3m PVC Conduit Pipe 15 pcs. 86.00 1,290.00

10 pcs. 17.00 170.00 20mmØ PVC Male Adaptor 12 pcs. 6.00 72.00 20mmØ PVC Coupling 8 pcs. 5.00 40.00 20mmØ Locknut 12 pcs. 4.00 48.00 Single Wire, Secondary Rack w/ Spool Insulator 1 pc. 142.00 142.00 Surface Type Reflectorized/Mirrorized Fluorescent Luminaire with 1x40 Watts Fl 2 pcs. 1,132.00 2,264.00 23 Watts 3U CFL with Capsule 3 pcs. 148.00 444.00 18" Ceiling Orbit Fan, Industrial Type 1 pc. 5,477.00 5,477.00 Switch 1-Gang w/ plate (flush type), w/ Led Set, 10A, 250V 1 pc. 71.00 71.00 Switch 2-Gang w/ plate (flush type), w/ Led Set, 10A, 250V 2 pcs. 107.00 214.00 Ceiling Socket with screw 3 pcs. 31.00 93.00 Duplex Convenience Outlet w/ plate (flush type) 3 pcs. 107.00 321.00 Duplex Convenience Outlet w/ plate - weatherproof (flush type) 1 pc. 173.00 173.00 2" x 4" x 2" PVC Utility Box ( H.D.) 7 pcs. 21.00 147.00 4" x 4" PVC Junction Box ( H.D.) w/ Cover 9 pcs. 24.00 216.00 #16 G.I. Tie Wire 3 kgs. 75.00 225.00 PVC Solvent Cement 1 qrt. 460.00 460.00 1/4" Camridge / Mica Tube 1 mtrs. 13.00 13.00 0.8mm x 19mm x 8m Polytype Electrical Tape 5 pcs. 25.00 125.00 0.8mm x 19mm x 8m Rubber Tape 2 pcs. 102.00 204.00


Direct Cost

4. SUPPLY & INSTALLATION OF ELECTRICAL FACILITIES FOR GUARD HOUSE & CHLORINATOR ROOM

8.0mm2 THW Stranded Wire3.5mm2 TW Stranded Wire2.0mm2 TW Stranded Wire




a. Material35W E27 CFL Weather Proof Street Light 1 pc. 500.00 500.00

1 roll 4,725.00 4,725.00 20mmØ Flexible Conduit 16 pcs. 8.00 128.00 20mmØ x 3m PVC Conduit Pipe 15 pcs. 86.00 1,290.00

10 pcs. 17.00 170.00 20mmØ PVC Male Adaptor 12 pcs. 6.00 72.00 20mmØ PVC Coupling 8 pcs. 5.00 40.00 20mmØ Locknut 12 pcs. 4.00 48.00 Surface Type Reflectorized/Mirrorized Fluorescent Luminaire with 1x20 Watts Fl 1 pc. 977.00 977.00 23 Watts 3U CFL with Capsule 3 pcs. 148.00 444.00 23 Watts PAR 38 Floodlight CFL bulb with Par Lamp Holder 1 pc. 928.00 928.00 Switch 1-Gang w/ plate (flush type), w/ Led Set, 10A, 250V 1 pc. 71.00 71.00 Switch 2-Gang w/ plate (flush type), w/ Led Set, 10A, 250V 1 pc. 107.00 107.00 Switch 3-Gang w/ plate (flush type), w/ Led Set, 10A, 250V 1 pc. 143.00 143.00 Ceiling Socket with screw 4 pcs. 31.00 124.00 Duplex Convenience Outlet w/ plate (flush type) 2 pcs. 107.00 214.00 2" x 4" x 2" PVC Utility Box ( H.D.) 5 pcs. 21.00 105.00 4" x 4" PVC Junction Box ( H.D.) w/ Cover 13 pcs. 24.00 312.00 #16 G.I. Tie Wire 2 kgs. 75.00 150.00 PVC Solvent Cement 1 qrt. 460.00 460.00 1/4" Camridge / Mica Tube 0.5 mtr. 13.00 7.00 0.8mm x 19mm x 8m Polytype Electrical Tape 5 pcs. 25.00 125.00 0.8mm x 19mm x 8m Rubber Tape 2 pcs. 102.00 204.00


Direct Cost

5. SUPPLY & INSTALLATION OF ELECTRICAL FACILITIES FOR SIGNAGE AND PERIMETER LIGHTINGSa. Material

2 rolls 4,725.00 9,450.00 20mmØ x 3m PVC Conduit Pipe 35 pcs. 86.00 3,010.00

8 pcs. 17.00 136.00 20mmØ PVC Male Adaptor 36 pcs. 6.00 216.00 20mmØ PVC Coupling 18 pcs. 5.00 90.00 20mmØ Locknut 12 pcs. 4.00 48.00 Perimeter post lamp with cage, globe type, (250mmx250mm)

complete assembly with 23 watts Capsulated CFL 6 sets 1,770.00 10,620.00 4" x 4" PVC Junction Box ( H.D.) w/ Cover 16 pcs. 24.00 384.00 #16 G.I. Tie Wire 3 kgs. 75.00 225.00 PVC Solvent Cement 1 qrt. 460.00 460.00 1/4" Camridge / Mica Tube 2 mtrs. 13.00 26.00 0.8mm x 19mm x 8m Polytype Electrical Tape 5 pc. 25.00 125.00 0.8mm x 19mm x 8m Rubber Tape 2 pc. 102.00 204.00


Direct Cost

TOTAL COST OF ELECTRICAL WORKS 90,496.00

Sizing Requirements:





*All sizes referred herein for ordinary plywood should mean commercially avaiable measurements with tolerance of ± 1mm.


S U M M A R Y

A. NON ENGINEERING BASIC COSTI. MATERIAL TESTING 43,400.00II. BUILDING PERMIT FEE 30,000.00III. CONST. OF TWO (2.00) UNITS TEMPORARY FACILITY 36,731.00IV. SUPERVISION 251,520.00

1. CONSTRUCTION OF 300 CU.M. GROUND RESERVOIR AT SITIO BANDERA, DULIAN, Z.C.

I. MOBILIZATION/DEMOBILIZATION/HAULING OF MATERIAL 376,040.00II. CONSTRUCTION OF 300.00 CU.M. GROUND TANK

1. CLEARING/ LAYOUT & EXCAVATION WORKS (262.00 Cu.M.) 52,520.002. SCAFFOLDING & FORM WORKS 431,430.003. CONCRETE WORKS (148.20 Cu.M.) ###4. REINFORCED STEEL WORKS (23,329.60 KGS.) ###5. MASONRY WORKS (762.00 Sq.M.) 64,352.006. STEEL WORKS 328,425.007. DISINFECTION/LEAKAGE TEST & GROUTING LEAK 65,000.008. SUPPLY & INST. OF GATE VALVES, DIFFERENTIAL FLOAT CONTROL VALVE & APPURTENANCES 867,418.009. SUPPLY & INSTALLATION OF TWO UNITS - 100MMØ FLOW METER & CONST OF CONCRETE VALVE BOX674,299.0010. PAINTING WORKS (223.00 Sq.M.) 69,465.0011. WATER PROOFING WORKS FOR TOP SLAB 37,700.0012. SUPPLY & INST. OF 40GPD HYPOCHLORINATOR 113,532.00

III. CONST. OF CONCRETE PERIMETER FENCE 1. CLEARING/LAYOUTING & EXCAVATION WORKS 6,502.002. CONCRETING WORKS (14.80 Cu.M.) 100,607.003. REINFORCED STEEL WORKS (1,940.10 KGS.) 148,100.004. MASONRY WORKS: 79,287.005. FORMS & SCAFFOLDING WORKS: 54,565.006. STEEL WORKS: 184,870.007. PAINTING WORKS 58,841.008. SIGNAGE WITH STAND & FRAME 23,842.00

IV. CONSTRUCTION OF (12.40 SQ. MTR.) OPERATOR'S ROOM1. EXCAVATION WORKS (3.98 Cu.M.) 1,268.002. CONCRETE WORKS (8.50 Cu M.) 48,728.003. REINFORCED STEEL WORKS (1,093.10 KGS.) 77,535.004. MASONRY WORKS 106,583.005. CARPENTRY WORKS 33,572.006. SCAFFOLDING & FORM WORKS 49,786.007. PLUMBING WORKS 24,585.008. GLASS WORKS (LUMP SUM) 3,700.009. STEEL WORKS (WINDOW GRILLES) 20,645.0010. WATER PROOFING WORKS (LUMP SUM) 11,000.0011. PAINTING WORKS (120.00 Sq. M.) 30,947.0012. CONSTRUCTION OF SEPTIC VAULT (SEALED) 48,647.00

V. CONSTRUCTION OF GUARD HOUSE (2.89 SQ. M.)1. EXCAVATION WORKS (1.60 CU.M.) 634.002. CONCRETE WORKS (3.00 Cu.M.) 24,262.003. REINFORCED STEEL WORKS ( 660.00 KGS.) 45,133.004. MASONRY WORKS 20,779.005. TILE WORKS (2.56 Sq. M.) 7,471.006. FORM & SCAFFOLDING WORKS 20,402.007. CARPENTRY WORKS 20,646.008. STEEL WORKS 17,917.009 GLASS WORKS (LUMP SUM) 1,600.0010. PLUMBING WORKS 1,992.0011. WATERPROOFING WORKS (LUMP SUM) 2,900.0012. PAINTING WORKS (48.00 Sq. M.) 12,065.00

VI. CONSTRUCTION OF (2.73 SQ. MTR.) CHLORINE ROOM1. CONCRETE & REINFORCED STEEL WORKS 29,455.002. MASONRY WORKS 7,664.003. CARPENTRY WORKS 19,375.004. PAINTING WORKS 6,422.00


5. WATER PROOFING WORKS (LUMP SUM) 6,210.00

VII. CONSTRUCTION OF 200MM Ø & 300MM Ø RCCP DRAINAGE SYSTEM 102,740.00

VIII. CONSTRUCTION OF CONCRETE CATWALK/DRIVE WAY 138,099.00

IX. LANDSCAPING WORKS 61,230.00

X. ELECTRICAL WORKS 90,496.00

2. CONSTRUCTION OF 300 CU.M. GROUND RESERVOIR AT BALUNO, Z.C.

I. MOBILIZATION/DEMOBILIZATION/HAULING OF MATERIAL 376,040.00II. CONSTRUCTION OF 300.00 CU.M. GROUND TANK

1. CLEARING & EXCAVATION WORKS (262.00 Cu.M.) 52,520.002. SCAFFOLDING & FORM WORKS 431,430.003. CONCRETE WORKS (148.20 Cu.M.) ###4. REINFORCED STEEL WORKS (23,329.60 KGS.) ###5. MASONRY WORKS (762.00 Sq.M.) 64,352.006. STEEL WORKS 328,425.007. DISINFECTION/LEAKAGE TEST & GROUTING LEAK 65,000.008. SUPPLY & INST. OF GATE VALVES, DIFFERENTIAL FLOAT CONTROL VALVE & APPURTENANCES ###9. SUPPLY & INSTALLATION OF TWO UNITS - 100MMØ FLOW METER & CONST OF CONCRETE VALVE BOX674,299.0010. PAINTING WORKS (223.00 Sq.M.) 69,465.0011. WATER PROOFING WORKS FOR TOP SLAB 37,700.0012. SUPPLY & INST. OF 40GPD HYPOCHLORINATOR 113,532.00

III. CONST. OF CONCRETE PERIMETER FENCE 1. CLEARING/LAYOUTING & EXCAVATION WORKS 6,502.002. CONCRETING WORKS (14.80 Cu.M.) 253,133.053. REINFORCED STEEL WORKS (1,940.10 KGS.) 121,650.004. MASONRY WORKS: 79,287.005. FORMS & SCAFFOLDING WORKS: 54,565.006. STEEL WORKS: 184,870.007. PAINTING WORKS 58,841.008. SIGNAGE WITH STAND & FRAME 23,842.00

IV. CONSTRUCTION OF (12.40 SQ. MTR.) OPERATOR'S ROOM1. EXCAVATION WORKS (3.98 Cu.M.) 1,268.002. CONCRETE WORKS (8.50 Cu M.) 48,728.003. REINFORCED STEEL WORKS (1,093.10 KGS.) 77,535.004. MASONRY WORKS 106,583.005. CARPENTRY WORKS 33,572.006. SCAFFOLDING & FORM WORKS 49,786.007. PLUMBING WORKS 24,585.008. GLASS WORKS (LUMP SUM) 3,700.009. STEEL WORKS (WINDOW GRILLES) 20,645.0010. WATER PROOFING WORKS (LUMP SUM) 11,000.0011. PAINTING WORKS (120.00 Sq. M.) 30,947.0012. CONSTRUCTION OF SEPTIC VAULT (SEALED) 48,647.00

V. CONSTRUCTION OF GUARD HOUSE (2.89 SQ. M.)1. EXCAVATION WORKS (1.60 CU.M.) 634.002. CONCRETE WORKS (3.00 Cu.M.) 24,262.003. REINFORCED STEEL WORKS ( 660.00 KGS.) 45,133.004. MASONRY WORKS 20,779.005. TILE WORKS (2.56 Sq. M.) 7,471.006. FORM & SCAFFOLDING WORKS 20,402.007. CARPENTRY WORKS 20,646.008. STEEL WORKS 17,917.009 GLASS WORKS (LUMP SUM) 1,600.0010. PLUMBING WORKS 1,992.0011. WATERPROOFING WORKS (LUMP SUM) 2,900.0012. PAINTING WORKS (48.00 Sq. M.) 12,065.00

VI. CONSTRUCTION OF (2.73 SQ. MTR.) CHLORINE ROOM1. CONCRETE & REINFORCED STEEL WORKS 29,455.002. MASONRY WORKS 7,664.003. CARPENTRY WORKS 19,375.004. PAINTING WORKS 6,422.005. WATER PROOFING WORKS (LUMP SUM) 6,210.00

VII. CONSTRUCTION OF 200MM Ø & 300MM Ø RCCP DRAINAGE SYSTEM ###

VIII. CONSTRUCTION OF CONCRETE CATWALK/DRIVE WAY 138,099.00

IX. CONSTRUCTION OF 59.00 LN.M. RIPRAP 459,432.00

X. LANDSCAPING WORKS 61,230.00

XI. ELECTRICAL WORKS 90,496.00DIRECT COSTOCMCONTRACTOR'S PROFIT (10%)


VAT (12%)TOTAL PROJECT COST Php 21,413,665.80

Prepared by: Reviewed & Checked by: Submitted by:

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

Senior Engineer A (C.E.) Principal Engineer C Division Manager C

Planning & Design Division Planning & Design Section

ARIANN D. GODINEZJ.O. - Senior Engineer A (E.E.)

MARK BENEDICT C. REYESJ.O. - Senior Engineer A (M.E.)

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

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

Division Manager C Department Manager C General Manager A

Planning & Design Section Maintenance Department





CONST. OF TWO UNITS - THREE HUNDRED (300.00) CUBIC RESERVOIR TANK AT SITIO BANDERA, BRGY. DULIAN & AT BR

9. SUPPLY & INSTALLATION OF TWO UNITS - 100MMØ FLOW METER & CONST OF CONCRETE VALVE BOX


9. SUPPLY & INSTALLATION OF TWO UNITS - 100MMØ FLOW METER & CONST OF CONCRETE VALVE BOX

12,000.00


22,400.00

9,000.00 43,400.00

30,000.00 30,000.00

33,999.00

2,732.00 36,731.00

251,520.00 ###

50,000.00

38,040.00

288,000.00 ###

7,320.00

45,200.00 52,520.00


311,430.00

120,000.00 ###

16,260.00

13,000.00

20,950.00

1,323.00

12,550.00

21,000.00

1,110.00

7,890.00

6,760.00

68,280.00

84,860.00


65,300.00

6,900.00


318,060.00

7,685.00

249,728.00

169,600.00 ###

42,025.00

29,410.00

1,035.00

19,415.00

65,235.00

61,400.00

1,365.00

77,952.00

125,435.00

59,325.00

25,280.00

16,186.00


7,506.00


627,060.00

14,305.00

103,816.00

22,800.00 ###

34,300.00

30,052.00 64,352.00

133,110.00

69,580.00

4,355.00

42,660.00

78,720.00 ###

59,000.00


6,000.00 65,000.00

711,500.00

74,440.00

26,728.00

-

-

-

-

-


37,590.00

9,360.00

7,800.00 ###

586,807.00

71,250.00

16,242.00 ###


48,975.00


20,490.00 69,465.00

37,700.00 37,700.00

94,610.00

18,922.00 ###

1,600.00

4,902.00 6,502.00

8,655.00

10,145.00

9,500.00

13,300.00


8,665.00

5,930.00

23,412.00

21,000.00 ###

7,110.00

12,105.00

20,045.00

43,390.00

9,725.00

16,725.00

30,000.00

9,000.00 ###

60,163.00

19,124.00 79,287.00


39,565.00

15,000.00 54,565.00

101,470.00

32,680.00

50,720.00 ###

43,625.00

15,216.00 58,841.00

21,110.00

2,732.00 23,842.00


1,268.00 1,268.00

Note: Other Column Footing, Column, Wall Footing & Floor Lintel Beam are already included in Perimeter Fence Estimates

2,220.00

2,965.00

1,975.00

1,730.00

4,440.00

1,235.00

4,440.00

8,635.00

1,480.00

11,608.00

8,000.00 48,728.00

Note: Other Column Footing, Column, Wall Footing & Floor Lintel Beam are already included in Perimeter Fence Estimates

2,115.00

6,125.00

2,020.00


4,020.00


3,870.00

1,970.00

17,365.00

18,590.00

3,260.00

14,000.00

4,200.00 77,535.00

49,570.00

19,124.00

22,595.00

12,294.00

3,000.00 ###

13,800.00


10,010.00

3,615.00

6,147.00 33,572.00

41,590.00

8,196.00 49,786.00

2,880.00

7,650.00

2,240.00

7,815.00


4,000.00 24,585.00


3,700.00 3,700.00

2,331.00

7,010.00

3,084.00

8,220.00 20,645.00

11,000.00 11,000.00

24,117.00

6,830.00 30,947.00

3,455.00


3,390.00

2,000.00

11,150.00

1,366.00

10,220.00

1,366.00

15,700.00 48,647.00

Php 456,996.00

634.00 634.00

1,975.00

1,110.00

1,110.00

1,110.00

740.00

1,110.00

1,110.00


2,220.00


1,975.00

4,902.00

6,900.00 24,262.00

2,567.50

9,847.50

1,277.50

2,352.50

1,023.00

900.00

6,150.00

7,225.00

5,790.00

8,000.00 45,133.00

12,498.00


2,049.00

3,500.00

2,732.00 20,779.00

4,905.00

1,366.00

1,200.00 7,471.00

17,670.00

2,732.00 20,402.00

7,750.00

1,366.00

8,115.00

3,415.00 20,646.00


7,804.00

2,133.00

7,980.00 17,917.00

1,600.00 1,600.00

1,309.00

683.00 1,992.00

2,900.00 2,900.00

8,650.00

3,415.00 12,065.00

175,801.00


10,495.00

7,795.00

2,890.00

1,275.00

7,000.00 29,455.00

5,615.00

2,049.00 7,664.00

3,150.00

12,225.00

4,000.00 19,375.00


4,520.00

1,902.00 6,422.00

6,210.00 6,210.00

4,902.00 4,902.00

16,450.00

5,464.00 21,914.00

12,440.00

4,781.00 17,221.00

38,389.00

20,314.00 58,703.00


14,100.00

86,355.00

26,144.00

11,500.00 ###

18,400.00

6,830.00

36,000.00 61,230.00

2,000.00

8,852.00

683.00 9,535.00


28,280.00

4,781.00 33,061.00

11,344.00

4,781.00 16,125.00

24,994.00

4,781.00 29,775.00

90,496.00


50,000.00

38,040.00

288,000.00 ###

7,320.00

45,200.00 52,520.00

311,430.00

120,000.00 ###

16,260.00

13,000.00

20,950.00

1,323.00

12,550.00

21,000.00

1,110.00


7,890.00

6,760.00

68,280.00

84,860.00

65,300.00

6,900.00

318,060.00

7,685.00

249,728.00

169,600.00 ###

42,025.00

29,410.00

1,035.00

19,415.00


65,235.00

61,400.00

1,365.00

77,952.00

125,435.00

59,325.00

25,280.00

16,186.00

7,506.00

627,060.00

14,305.00

103,816.00

22,800.00 ###

34,300.00

30,052.00 64,352.00


133,110.00

69,580.00

4,355.00

42,660.00

78,720.00 ###

59,000.00

6,000.00 65,000.00

710,242.00

74,440.00


26,728.00

193,784.00

178,862.00

210,662.00

36,990.00

9,360.00

7,800.00 ###


586,807.00

71,250.00

16,242.00 ###

48,975.00

20,490.00 69,465.00


37,700.00 37,700.00

94,610.00

18,922.00 ###

1,600.00

4,902.00 6,502.00

8,655.00

10,145.00

9,500.00

13,300.00

56,748.60

110,372.45


23,412.00

21,000.00 ###

7,110.00

12,105.00

20,045.00

43,390.00

30,000.00

9,000.00 ###

60,163.00

19,124.00 79,287.00

39,565.00


15,000.00 54,565.00

101,470.00

32,680.00

50,720.00 ###

43,625.00

15,216.00 58,841.00

21,110.00

2,732.00 23,842.00

1,268.00 1,268.00

2,220.00

2,965.00


1,975.00

1,730.00

4,440.00

1,235.00

4,440.00

8,635.00

1,480.00

11,608.00

8,000.00 48,728.00

2,115.00

6,125.00

2,020.00

4,020.00

3,870.00

1,970.00


17,365.00

18,590.00

3,260.00

14,000.00

4,200.00 77,535.00

49,570.00

19,124.00

22,595.00

12,294.00

3,000.00 ###

13,800.00

10,010.00


3,615.00

6,147.00 33,572.00

41,590.00

8,196.00 49,786.00

2,880.00

7,650.00

2,240.00

7,815.00

4,000.00 24,585.00

3,700.00 3,700.00


2,331.00

7,010.00

3,084.00

8,220.00 20,645.00

11,000.00 11,000.00

24,117.00

6,830.00 30,947.00

3,455.00

3,390.00

2,000.00


11,150.00

1,366.00

10,220.00

1,366.00

15,700.00 48,647.00

Php 456,996.00

634.00 634.00

1,975.00

1,110.00

1,110.00

1,110.00

740.00

1,110.00

1,110.00

2,220.00

1,975.00


4,902.00

6,900.00 24,262.00

2,567.50

9,847.50

1,277.50

2,352.50

1,023.00

900.00

6,150.00

7,225.00

5,790.00

8,000.00 45,133.00

12,498.00

2,049.00


3,500.00

2,732.00 20,779.00

4,905.00

1,366.00

1,200.00 7,471.00

17,670.00

2,732.00 20,402.00

7,750.00

1,366.00

8,115.00

3,415.00 20,646.00

7,804.00

2,133.00


7,980.00 17,917.00

1,600.00 1,600.00

1,309.00

683.00 1,992.00

2,900.00 2,900.00

8,650.00

3,415.00 12,065.00

175,801.00

10,495.00

7,795.00

2,890.00


1,275.00

7,000.00 29,455.00

5,615.00

2,049.00 7,664.00

3,150.00

12,225.00

4,000.00 19,375.00

4,520.00

1,902.00 6,422.00

6,210.00 6,210.00

4,902.00 4,902.00

16,450.00


5,464.00 21,914.00

12,440.00

4,781.00 17,221.00

38,389.00

20,314.00 58,703.00

14,100.00

86,355.00

26,144.00

11,500.00 ###

16,340.00

285,592.00

100,000.00


57,500.00 ###

18,400.00

6,830.00

36,000.00 61,230.00

2,000.00

8,852.00

683.00 9,535.00

28,280.00

4,781.00 33,061.00


11,344.00

4,781.00 16,125.00

24,994.00

4,781.00 29,775.00

90,496.00

All sizes referred herein for ordinary plywood should mean commercially avaiable measurements with tolerance of ± 1mm.


S U M M A R Y

###

###

###

###

###

###


69,126.00

###

###

61,230.00

90,496.00

###

###

###

###

175,801.00

69,126.00

102,740.00

138,099.00

459,432.00

61,230.00

90,496.00 #########


### Php 21,413,665.80

MARLI P. ACOSTA - DE FIESTA

Division Manager C

Planning & Design Section

Approved for project Implementation:

Documents

Sprinkler 3rd Floor DUPA