revised estimate

Project : PROPOSED REPLACEMENT OF DON PABLO LORENZO STREET PIPELINE

Location Don Pablo Lorenzo Street, Zamboanga City

Project Description : Installation of 451.00 Linear Meters, 150mm

Ø PVC Distribution Line & Appurtenances

from PPA to Inter. Don P. Lorenzo St.-Saavedra St.

Scope of Work :

Mobilization

Supply & Installation of 150mm

Ø, 451.00 Linear Meters, PVC Distribution Line


Ø, 2 - Units Fire Hydrants

Supply & Transfer of 7 units Existing Service Connections

Demolition of 474.00 Square Meters, Concrete & Asphalt Pavement

Supply & Restoration of 54.00 Cubic Meters, Concrete PavementSupply/Construction of 7 units Valve BoxDemobilization

Cost of Project : 0.00

Qty. Unit Cost

I. MOBILIZATION: 15,000.00

II. PIPELINES & APPURTENANCES:

A. LAYING OF 150mm

Ø PVC PIPELINE W/ PARTIAL BACKFILLING:

a. Materials :

150mm

Ø x 6.00m, PVC Pipe, Class 150, B/S with R.R. 75 pcs. 4,500.00 337,500.00

50mmØ x 60m PE Tubing SDR-11, 7.5 rolls 7,278.00 54,585.00 392,085.00

b. Labor:

2 Pipe fitter 15 days 341.00 5,115.00

20 Laborer 15 days 317.00 4,755.00 9,870.00

c. Equipment Rental/Fuel/Oil & Lubricants:

1 Back Hoe 7 days 10,000.00 70,000.00

1 Dump Truck 7 days 9,000.00 63,000.00

1 Payloader w/operator & fuel 7 days 8,000.00 56,000.00

Diesel Fuel 360 liters 49.00 17,640.00

Engine Oil 7 liters 120.00 840.00 207,480.00

609,435.00

B. HYDRO TESTING & DISINFECTION WORKS:

a. Materials :

Chlorine Powder 1 kg. 120.00 120.00

Potable Water 27 cu.m. 36.00 972.00 1,092.00

b. Labor:

1 Pipe fitter 3 days 347.00 1,041.00

4 Laborer 3 days 317.00 3,804.00 4,845.00

c. Vehicle/Equipment/Fuel/Oil/Lubricants:

1 Unit - Hydrotesting Machine 1 day 500.00 500.00

1 Unit - Generator Set 1 day 500.00 500.00

Gasoline 6 liters 60.00 360.00

Engine Oil 1 liter 120.00 120.00 1,480.00

7,417.00

C. VALVES & FITTINGS:

a. Materials :

150mm

Ø C.I. Body Gate Valve, (NRS), F/F 9 pcs. 10,290.00 92,610.00

50mm

Ø C.I. Body Gate Valve, (NRS), F/F 1 pc. 4,444.00 4,444.00

200mm

Ø C.I. Sleeve Type Flexible Coupling, (Std.) 1 pc. 3,379.00 3,379.00

150mm

Ø C.I. Sleeve Type Flexible Coupling, (Std.) 9 pcs. 2,225.00 20,025.00

50mm

Ø C.I. Sleeve Type Flexible Coupling, (Std.) 7 pcs. 749.00 5,243.00

150mm

Ø C.I. Sleeve Type Flexible Coupling, (Spl.) (PVC-C.I.) 13 pcs. 3,420.00 44,460.00

50mm

Ø C.I. Sleeve Type Flexible Coupling, (Spl.) (PVC-C.I.) 1 pc. 800.00 800.00

150mm

Ø x 150mm

Ø C.I. Cross Tee, M/M 4 pcs. 6,618.00 26,472.00

200mm

Ø x 150mm

Ø C.I. Tee, M/F 1 pc. 4,442.00 4,442.00

150mm

Ø x 150mm

Ø C.I. Tee, M/F 7 pcs. 4,960.00 34,720.00

150mm

Ø x 50mm

Ø C.I. Tee, M/F 2 pcs. 3,899.00 7,798.00

150mm

Ø C.I. Adaptor, F/P 1 pc. 2,610.00 2,610.00

50mm

Ø C.I. Adaptor, F/P 1 pc. 2,835.00 2,835.00

150mm

Ø Mech. End Cap 1 pc. 1,985.00 1,985.00

200mm

Ø x 150mm

Ø PVC Reducer, Class 150, B/S with R.R. 1 pc. 786.50 786.50

150mm

Ø x 90o Long Sweep PVC Bend, Class 150, B/S with R.R. 1 pc. 2,500.00 2,500.00

150mm

Ø x 45o PVC Bend, Class 150, B/S with R.R. 17 pcs. 2,300.00 39,100.00

Thrust BlockPortland Cement 9 bags 226.00 2,034.00

Sand 0.50 cu.m. 900.00 450.00

Gravel 1.00 cu.m. 900.00 900.00 297,593.50

b. Labor:

2 Pipe fitter 10 days 341.00 6,820.00

8 Laborer 10 days 317.00 25,360.00 32,180.00

329,773.50

TOTAL DIRECT COST OF PIPELINES & APPURTENANCES 946,625.50

Republic of the Philippines

ZAMBOANGA CITY WATER DISTRICT

Pilar Street, Zamboanga City

1,829,464.00Php 1,829,464.00

BILL OF MATERIAL AND COST ESTIMATES

Item Description

III. FIRE HYDRANTS:

a. Materials :

150mmØ x 100mmØ C.I. Tee, M/F 1 pcs. 4,280.00 4,280.00150mmØ C.I. Sleeve Type Flexible Coupling, STD. 1 pc. 2,225.00 2,225.00

100mmØ C.I. Body Gate Valve, F/F (NRS) 1 pcs. 6,570.00 6,570.00

150mm

Ø PVC Telescopic Valve Extension w/ Steel Cover 1 unit 1,580.00 1,580.00

213mmØ (O.D.) x 113mmØ (I.D.) x 16mm thk. w/ 4-16mmØ 2 pcs. 470.00 940.00

Bolt Holes

6mm thk. Rubber Gasket 1 kg. 70.00 70.00

16mmØ x 75mm Hex. Head Stainless Bolt w/ Nut and Washer 8 pcs. 60.00 480.00

100mmØ x 900 G.I. Elbow, Sch. 40 1 pcs. 420.00 420.00

100mmØ x 6.00m G.I. Pipe, Sch. 40 1 pc. 4,660.00 4,660.00

25mm Teflon Tape 4 rolls 22.00 88.00

100mmØ Fire Hydrant w/ 63mmØ Hose Connector 1 pc. 6,620.00 6,620.00

16mmØ x 6.00m Deformed Reinforcing Steel Bars 3 pcs. 370.00 1,110.00

12mmØ x 6.00m Deformed Reinforcing Steel Bars 1 pcs. 219.00 219.00


#16 G.I. Tie-wire 1 kgs. 65.00 65.00

Portland Cement 4 bags 226.00 904.00

Sand 0.50 cu.m. 900.00 450.00

Gravel 1 cu.m. 900.00 900.00

Concrete Neutralizer 1 qrt. 84.00 84.00

Liquid Tile Primer 1 qrt. 156.00 156.00

Liquid Tile Top Coat White Gloss 0.50 gal. 787.00 393.50

Red Tinting Color 1 pint 100.00 100.00

Thalo Blue Tinting Color 1 pint 100.00 100.00

Raw Sienna 1 pint 100.00 100.00

Lamb Black 1 pint 100.00 100.00

Red Lead Paint 0.50 gal. 440.00 220.00

Paint Blue (QDE) 0.50 gal. 520.00 260.00

Liquid Tile Reducer 1 qrt. 92.00 92.00

2" Paint Brush 2 pcs. 28.00 56.00

12mm thk x 1.20m x 2.40m Ordinary Plywood 1 pc. 550.00 550.00

3pcs. - 2" x 2" x 8' Coco Lumber 8 bd.ft. 17.00 136.00

1" C.W. Nail 0.50 kgs. 65.00 32.50

4" C.W. Nail 0.50 kgs. 65.00 32.50 34,481.50

b. Labor:

1 Pipe fitter 3 days 341.00 1,023.00

4 Laborer 3 days 317.00 3,804.00 4,827.00

TOTAL DIRECT COST OF FIRE HYDRANTS 39,308.50

IV. TRANSFER OF SERVICE CONNECTIONS (INDIVIDUAL TYPE TAPPED ON THE SECONDARY LINE):

a. Materials :

50mm


50mm

Ø x 6.00m G.I. Pipe, Sch. 40 1 pc. 1,940.00 1,940.00

50mm

Ø x 50mm

Ø G.I. Tee, Sch.40 29 pcs. 290.00 8,410.00

50mm

Ø x 90o G.I. Elbow, Sch. 40 4 pcs. 60.00 240.00

12mm

Ø x 90o G.I. Elbow, Sch. 40 58 pcs. 30.00 1,740.00

50mm

Ø x 12mm

G.I. Bushing, Sch. 40 29 pcs. 80.00 2,320.00

50mm

Ø G.I. Nipple, Sch. 40 29 pcs. 110.00 3,190.00

12mm

Ø G.I. Nipple, Sch. 40 29 pcs. 20.00 580.00

12mm

Ø Brass Ball Valve 29 pcs. 430.00 12,470.00

12mm

Ø Brass Nipple ( Tail Piece) 58 pcs. 70.00 4,060.00

19mm

Ø x 12mm

Ø x 90o G.I. Reducing Elbow, Sch. 40 30 pcs. 30.00 900.00

19mm

Ø Brass Single Adaptor ( for P.E. tubing) ISO 29 pcs. 180.00 5,220.00

19mm

Ø x 150.00m P.E. Tubing, SDR 11 3 rolls 4,050.00 12,150.00 59,200.00

b. Labor:

1 Pipe fitter 8 days 341.00 2,728.00

6 Laborer 8 days 317.00 15,216.00 17,944.00

TOTAL DIRECT COST OF (INDIVIDUAL TYPE TAPPED ON THE SECONDARY LINE) 77,144.00

V. STEEL WORKS (CLUSTER PROTECTOR):

a. Materials : (2 Clusters-estimated)

6mm thk x 38mm x 38mm x 6.00m MS Angle Bar 2.5 5 lgths. 852.00 4,260.00

#4 x 50mm x 50mm x 1.22m x 2.44m Steel Matting 1.5 3 shts. 1,600.00 4,800.00

19mmØ x 300mm MS Plain Round Bar 0.05 1 lgths. 568.00 568.00

19mmØ x 400mm Sch. 40 G.I. Pipe 0.07 1 lgths. 423.00 423.00

10mmØ x 20mm SS Triangular Head Bolt w/Nut 4 8 pcs. 64.00 512.00

3mm Ø Welding Rod 0.5 1 kgs. 130.00 130.00

Welding Glass #12 0.1 1 pcs. 15.00 15.00

Acetylene Content 1 2 cyl. 1,400.00 2,800.00

Oxygen Content 2 4 cyl. 700.00 2,800.00

Hacksaw Blade 0.5 1 pcs. 50.00 50.00

Portland Cement 1.5 3 bags 230.00 690.00

Washed Sand 0.075 1 cu.m 900.00 900.00

Gravel (G1) 0.15 1 cu.m 900.00 900.00

10mmØ x 6.00m Rebars 3.2 6 lgths. 161.00 966.00

Ga. 16 Tie Wire 0.5 1 kgs. 70.00 70.00

12mm thk x 1.22m x 2.44m Ord. Plywood 0.4 1 shts. 556.00 556.00

6lngths.-2" x 3" x 8' Coco Lumber 4.8 10 bdft. 18.00 180.00

6lngths.-2" x 2" x 8' Coco Lumber 3.2 6 bdft. 18.00 108.00

4" Common Wire Nail 0.1 0.5 kgs. 55.00 27.50

2½" Common Wire Nail 0.05 0.5 kgs. 55.00 27.50

1½" Common Wire Nail 0.02 0.5 kgs. 55.00 27.50

Zinchromate Paint (yellow) 0.25 1 gals. 700.00 700.00

Acrylic Paint (ZCWD) 0.25 1 gals. 850.00 850.00

Acrylic Thinner 1.25 3 gals. 426.00 1,278.00

Steel Brush 0.2 1 pcs. 20.00 20.00

# 150 Sand Paper 0.2 1 pcs. 13.00 13.00 23,671.50

b. Labor:

1 Mason 10 days 341.00 3,410.00

4 Laborer 10 days 317.00 12,680.00 16,090.00

TOTAL DIRECT COST OF TRANSFER OF STEEL WORKS (CLUSTER PROTECTOR) 39,761.50

VI. CONCRETE CUTTING & DEMOLITION:

a. Labor:

1 Concrete Cutter operator 6 days 341.00 2,046.00

1 Jackhammer Operator 6 days 341.00 2,046.00

3 Contractual Laborers 6 days 317.00 5,706.00 9,798.00

b. Equipment Rental/Fuel/Oil & Lubricants:

2 units - Concrete Cutter 6 days 2,000.00 24,000.00

1 unit - Backhoe w/ mounted Jack hammer w/operator 6 days 10,000.00 60,000.00

Engine Oil 6 liters 120.00 720.00

Gasoline 48 liters 60.00 2,880.00

Diesel Fuel 330 liters 49.00 16,170.00 103,770.00

c. Concrete Cutting/Demolition & Excavation Fee 236.25 sq.m. 40.00 9,450.00 9,450.00

TOTAL COST OF CONCRETE CUTTING & DEMOLITION 123,018.00

VII. VALVE BOXES: 7

a. Materials:

Portland Cement 0.8485 59 bags 230.00 13,570.00

Washed Sand 3 cum. 850.00 2,550.00

Gravel (G1) 6 cum. 850.00 5,100.00

16mmØ x 6.00m Def. Steel Bar 20 140 pcs. 330.00 46,200.00

20mmØ x 6.00m Def. Steel Bar 2.25 16 pcs. 590.00 9,440.00

150mm

Ø PVC Telescopic Valve Extension w/ Steel Cover 10 units 1,580.00 15,800.00

Add Mix 59 pcs. 65.00 3,835.00

Water Proofing Compound 59 pcs. 65.00 3,835.00

Hacksaw Blade 30 pcs. 60.00 1,800.00

No. 16 G.I. Wire 3 25 pcs. 75.00 1,875.00 104,005.00

b. Labor:

2 Steelmen 12 days 337.00 8,088.00

1 Masons 12 days 337.00 4,044.00



1 Unit -Concrete Vibrator 9 days 500.00 4,500.00

1 unit - 1 Bagger Concrete Mixer 9 days 1,500.00 13,500.00

Gasoline 72 liters 60.00 4,320.00 22,320.00

TOTAL DIRECT COST OF VALVE BOXES 156,457.00

VIII. BACKFILLING & CONCRETE RESTORATION:

a. Materials:

Portland Cement 473 bags 220.00 104,060.00

Washed Sand 22 cu.m. 900.00 19,800.00

Gravel (G1) 44 cu.m. 900.00 39,600.00

Item 201 75 cu.m. 800.00 59,748.48

Item 200 77 cu.m. 800.00 61,740.10

Sand (Sand Bedding) 26 104 cu.m. 900.00 93,600.00 378,548.58

b. Labor:

2 Masons 15 days 337.00 10,110.00



1 Unit - Plate Compactor 8 days 500.00 4,000.00

2 Units - 1 Bagger Concrete Mixer 8 days 1,500.00 24,000.00

Gasoline 64 liters 60.00 3,840.00 31,840.00

TOTAL DIRECT COST OF BACKFILLING & CONCRETE RESTORATION 465,498.58

IX. DEMOBILIZATION: 15,000.00


II. PIPELINES & APPURTENANCES: 946,625.50

III. FIRE HYDRANTS: 39,308.50

IV. TRANSFER OF SERVICE CONNECTIONS (INDIVIDUAL TYPE TAPPED ON THE SECONDARY LINE): 77,144.00

V. STEEL WORKS (CLUSTER PROTECTOR): 39,761.50

VI. CONCRETE CUTTING & DEMOLITION: 123,018.00

VII. VALVE BOXES: 156,457.00

VIII. BACKFILLING & CONCRETE RESTORATION: 465,498.58

IX. DEMOBILIZATION: 15,000.00

SUB-TOTAL 1,877,813.08

Overhead Expenses, Price & Physical Cont. & Misc. (48,349.08)

TOTAL PROJECT COST Php 1,829,464.00 1,829,464.00

Php0.00

Prepared by : Reviewed & Checked by : Submitted by:

MARLI ACOSTA-DE FIESTA

Officer-In-Charge

Planning and Design Division

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

CARLOS L. PEREZ, SR. ROBERTO R. MENDOZA

Officer-In-Charge Assistant General Manager, FAG Assistant General Manager, Operations

Engineering Department

Approved for Project Implementation:

LEONARDO REY D. VASQUEZ

General Manager

FELIXBERTO R. CAARE, JR. MARIE CLAIRE C. BONGO

Job Order Worker, CE Officer-In-Charge

Planning & Development Section Planning and Development Section

ALEJO S. ROJAS, JR.

S U M M A R Y



Project Description : Installation of 451.00 Linear Meters, 150mm

Ø PVC Distribution Line & Appurtenances


Scope of Work :

Mobilization


Ø, 451.00 Linear Meters, PVC Distribution Line


Ø, 1 - Unit Fire Hydrant

Supply & Transfer of 7 units Existing Service Connections

Demolition of 208.00 Square Meters, Concrete & Asphalt Pavement

Supply & Restoration of 54.00 Cubic Meters, Concrete PavementSupply/Construction of 7 units Valve BoxDemobilization

Cost of Project : 0.00

Qty. Unit Cost



A. LAYING OF 150mm

Ø PVC PIPELINE W/ PARTIAL BACKFILLING:

a. Materials :

150mm

Ø x 6.00m, PVC Pipe, Class 150, B/S with R.R. 75 pcs. 4,500.00 337,500.00

50mmØ x 60m PE Tubing SDR-11, 7.5 rolls 7,278.00 54,585.00

Detectable Underground Warning Tape, 3"W x 1000ft/roll 2 rolls 3,500.00 7,000.00

Polyethelyne Warning Tape, "Attention Water Main", 3"W x 1000ft/roll 2 rolls 3,500.00 7,000.00 406,085.00

b. Labor:

2 Pipe fitter 15 days 341.00 5,115.00

20 Laborer 15 days 317.00 4,755.00 9,870.00


1 Back Hoe 5 days 10,000.00 50,000.00

1 Dump Truck 5 days 9,000.00 45,000.00

Diesel Fuel 260 liters 49.00 12,740.00

Engine Oil 5 liters 120.00 600.00 108,340.00

524,295.00

B. HYDRO TESTING & DISINFECTION WORKS:

a. Materials :

Chlorine Powder 1 kg. 120.00 120.00

Potable Water 27 cu.m. 36.00 972.00 1,092.00

b. Labor:

1 Pipe fitter 3 days 347.00 1,041.00

4 Laborer 3 days 317.00 3,804.00 4,845.00

c. Vehicle/Equipment/Fuel/Oil/Lubricants:

1 Unit - Hydrotesting Machine 1 day 500.00 500.00 500.00

6,437.00

C. VALVES & FITTINGS:

a. Materials :

150mm


50mm

Ø C.I. Body Gate Valve, (NRS), F/F 1 pc. 4,444.00 4,444.00

200mm

Ø C.I. Sleeve Type Flexible Coupling, (Std.) 1 pc. 3,379.00 3,379.00

150mm

Ø C.I. Sleeve Type Flexible Coupling, (Std.) 9 pcs. 2,225.00 20,025.00

50mm

Ø C.I. Sleeve Type Flexible Coupling, (Std.) 7 pcs. 749.00 5,243.00

150mm

Ø C.I. Sleeve Type Flexible Coupling, (Spl.) (PVC-C.I.) 13 pcs. 3,420.00 44,460.00

50mm

Ø C.I. Sleeve Type Flexible Coupling, (Spl.) (PVC-C.I.) 1 pc. 800.00 800.00

150mm

Ø x 150mm

Ø C.I. Cross Tee, M/M 4 pcs. 6,618.00 26,472.00

200mm

Ø x 150mm

Ø C.I. Tee, M/F 1 pc. 4,442.00 4,442.00

150mm

Ø x 150mm

Ø C.I. Tee, M/F 7 pcs. 4,960.00 34,720.00

150mm

Ø x 50mm

Ø C.I. Tee, M/F 2 pcs. 3,899.00 7,798.00

150mm

Ø C.I. Adaptor, F/P 1 pc. 2,610.00 2,610.00

50mm

Ø C.I. Adaptor, F/P 1 pc. 2,835.00 2,835.00

150mm

Ø Mech. End Cap 1 pc. 1,985.00 1,985.00

200mm

Ø x 150mm

Ø PVC Reducer, Class 150, B/S with R.R. 1 pc. 786.50 786.50

150mm

Ø x 90o Long Sweep PVC Bend, Class 150, B/S with R.R. 1 pc. 2,500.00 2,500.00

150mm

Ø x 45o PVC Bend, Class 150, B/S with R.R. 17 pcs. 2,300.00 39,100.00

Thrust BlockPortland Cement 9 bags 220.00 1,980.00

Sand 0.50 cu.m. 800.00 400.00

Gravel 1.00 cu.m. 800.00 800.00 297,389.50

b. Labor:

2 Pipe fitter 10 days 341.00 6,820.00

8 Laborer 10 days 317.00 25,360.00 32,180.00

329,569.50

TOTAL DIRECT COST OF PIPELINES & APPURTENANCES 860,301.50

III. FIRE HYDRANTS:

a. Materials :

150mmØ x 150mmØ C.I. Tee, M/F 1 pcs. 4,441.50 4,441.50

150mmØ x 100mmØ C.I. Tee, M/F 2 pcs. 4,280.00 8,560.00

150mmØ C.I. Sleeve Type Flexible Coupling, STD. 3 pc. 2,225.00 6,675.00

150mmØ C.I. Body Gate Valve, F/F (NRS) 1 pcs. 6,570.00 6,570.00

1,829,464.00 1,829,464.00Php


Item Description




230071603.xls.ms_office of 44

150mm

Ø PVC Telescopic Valve Extension w/ Steel Cover 1 unit 1,580.00 1,580.00

168mmØ (I.D.) x 268mmØ (O.D.) x 16mm thk. w/ 6-19mmØ 2 pcs. 470.00 940.00

Bolt Holes

6mm thk. Rubber Gasket 1 kg. 70.00 70.00

16mmØ x 75mm Hex. Head Stainless Bolt w/ Nut and Washer 8 pcs. 60.00 480.00

150mmØ x 900 G.I. Elbow, Sch. 40 1 pcs. 420.00 420.00

150mmØ x 6.00m G.I. Pipe, Sch. 40 1 pc. 4,660.00 4,660.00

25mm Teflon Tape 4 rolls 22.00 88.00

150mmØ Dry Type Fire Hydrant w/ 63mmØ Hose Connector and 1 unit 98,000.00 98,000.00

1-100mmØ Hose Pumper Outlet (Commercial Type)

16mmØ x 6.00m Deformed Reinforcing Steel Bars 3 pcs. 370.00 1,110.00



#16 G.I. Tie-wire 1 kgs. 65.00 65.00

Portland Cement 4 bags 220.00 880.00

Sand 0.50 cu.m. 800.00 400.00

Gravel 1 cu.m. 800.00 800.00

Concrete Neutralizer 1 qrt. 84.00 84.00

Liquid Tile Primer 1 qrt. 156.00 156.00

Liquid Tile Top Coat White Gloss 0.50 gal. 787.00 393.50

Red Tinting Color 1 pint 100.00 100.00

Thalo Blue Tinting Color 1 pint 100.00 100.00

Raw Sienna 1 pint 100.00 100.00

Lamb Black 1 pint 100.00 100.00

Red Lead Paint 0.50 gal. 440.00 220.00

Paint Blue (QDE) 0.50 gal. 520.00 260.00

Liquid Tile Reducer 1 qrt. 92.00 92.00

2" Paint Brush 2 pcs. 28.00 56.00

12mm thk x 1.20m x 2.40m Ordinary Plywood 1 pc. 550.00 550.00

3pcs. - 2" x 2" x 8' Coco Lumber 8 bd.ft. 17.00 136.00

1" C.W. Nail 0.50 kgs. 65.00 32.50

4" C.W. Nail 0.50 kgs. 65.00 32.50 138,859.00

b. Labor:

1 Pipe fitter 3 days 341.00 1,023.00

4 Laborer 3 days 317.00 3,804.00 4,827.00

TOTAL DIRECT COST OF FIRE HYDRANTS 143,686.00

IV. TRANSFER OF SERVICE CONNECTIONS (INDIVIDUAL TYPE TAPPED ON SECONDARY LINE):

a. Materials :

50mm

Ø x 25mmØ C.I. Saddle Clamp w/Stainless Bolts, Nuts & Washers 1 pc. 670.00 670.00

50mm

Ø x 19mmØ C.I. Saddle Clamp w/Stainless Bolts, Nuts & Washers 11 pcs. 586.00 6,446.00

25mm

Ø Brass Corporation Cock, ISO 1 pc. 1,000.00 1,000.00

19mm

Ø Brass Corporation Cock, ISO 11 pcs. 519.00 5,709.00

25mm

Ø Brass Single Adaptor, Pack Joint/Clamp Type, ISO 1 pc. 386.00 386.00

19mm

Ø Brass Single Adaptor, Pack Joint/Clamp Type, ISO 11 pcs. 180.00 1,980.00

25mm

Ø x 12mm

Ø G.I. Coupling, Sch. 40 1 pc. 30.00 30.00

19mm

Ø x 12mm

Ø G.I. Reducer, Sch. 40 11 pcs. 25.00 275.00

25mm

Ø x 90o G.I. Elbow, Sch. 40 4 pcs. 30.00 120.00

12mm

Ø x 90o G.I. Elbow, Sch. 40 44 pcs. 25.00 1,100.00

25mm

Ø x 101mm G.I. Nipple, Sch. 40 (threaded both ends) 2 pcs. 30.00 60.00

12mm


25mm


12mm


25mm


12mm

Ø x 406mm G.I. Nipple, Sch. 40 (threaded both ends) 22 pcs. 50.00 1,100.00

25mm

Ø Brass Ball Valve 1 pc. 600.00 600.00

12mm

Ø Brass Ball Valve 11 pcs. 430.00 4,730.00

25mm

Ø Safety Valve (Key Type) 1 pc. 600.00 600.00

12mm

Ø Safety Valve (Key Type) 11 pcs. 430.00 4,730.00

25mm

Ø x 63mm Brass Nipple ( Tail Piece) 2 pcs. 80.00 160.00

12mm

Ø x 63mm Brass Nipple ( Tail Piece) 22 pcs. 70.00 1,540.00

Water Meter Sealing Wire 12 pcs. 14.00 168.00

19mm Teflon Tape 5 18.00 90.00

19mm

Ø x 150.00m P.E. Tubing, SDR 11 1 roll 4,050.00 4,050.00


Sand 0.50 cu.m. 800.00 400.00

Gravel 0.50 cu.m. 800.00 400.00 38,164.00

b. Labor:

1 Pipe fitter 8 days 341.00 2,728.00

4 Laborer 8 days 317.00 10,144.00 12,872.00

TOTAL DIRECT COST OF (INDIVIDUAL TYPE TAPPED ON SECONDARY LINE) 51,036.00

V. CONCRETE CUTTING & DEMOLITION:

a. Labor:

1 Concrete Cutter operator 6 days 366.00 2,196.00

1 Jackhammer Operator 6 days 366.00 2,196.00


b. Equipment Rental/Fuel/Oil & Lubricants:

2 units - Concrete Cutter 6 days 1,500.00 18,000.00

1 unit - Backhoe w/ mounted Jack hammer w/operator 6 days 10,000.00 60,000.00

Engine Oil 6 liters 120.00 720.00

Gasoline 48 liters 60.00 2,880.00

Diesel Fuel 240 liters 49.00 11,760.00 93,360.00


c. Concrete Cutting/Demolition & Excavation Fee 236.25 sq.m. 40.00 9,450.00 9,450.00

TOTAL COST OF CONCRETE CUTTING & DEMOLITION 112,908.00

VI. VALVE BOXES: 9

a. Materials:

Portland Cement 0.8485 76 bags 220.00 16,720.00

Washed Sand 4 cum. 800.00 3,200.00

Gravel (G1) 8 cum. 800.00 6,400.00

16mmØ x 6.00m Def. Steel Bar 20 180 pcs. 330.00 59,400.00

20mmØ x 6.00m Def. Steel Bar 2.25 20 pcs. 590.00 11,800.00

150mm

Ø PVC Telescopic Valve Extension w/ Steel Cover 10 units 1,580.00 15,800.00

Add Mix 76 pcs. 65.00 4,940.00

Water Proofing Compound 76 pcs. 65.00 4,940.00

Hacksaw Blade 25 pcs. 60.00 1,500.00

No. 16 G.I. Wire 3 25 pcs. 75.00 1,875.00 126,575.00

b. Labor:

2 Steelmen 13 days 366.00 9,516.00

1 Masons 13 days 366.00 4,758.00



1 Unit -Concrete Vibrator 7 days 500.00 3,500.00

1 unit - 1 Bagger Concrete Mixer 7 days 1,500.00 10,500.00

Gasoline 56 liters 60.00 3,360.00 17,360.00

TOTAL DIRECT COST OF VALVE BOXES 174,693.00

VII. BACKFILLING & CONCRETE RESTORATION:

a. Materials:


Washed Sand 22 cu.m. 900.00 19,800.00

Gravel (G1) 44 cu.m. 900.00 39,600.00

Item 201 75 cu.m. 800.00 59,748.48

Item 200 77 cu.m. 800.00 61,740.10

Sand (Sand Bedding) 26 104 cu.m. 800.00 83,200.00 368,148.58

b. Labor:

2 Masons 15 days 366.00 10,980.00



1 Unit - Plate Compactor 8 days 500.00 4,000.00

2 Units - 1 Bagger Concrete Mixer 8 days 1,500.00 24,000.00

Gasoline 40 liters 60.00 2,400.00 30,400.00

TOTAL DIRECT COST OF BACKFILLING & CONCRETE RESTORATION 447,028.58

VIII. DEMOBILIZATION: 15,000.00


II. PIPELINES & APPURTENANCES: 860,301.50

III. FIRE HYDRANTS: 143,686.00

IV. TRANSFER OF SERVICE CONNECTIONS (INDIVIDUAL TYPE TAPPED ON SECONDARY LINE): 51,036.00

V. CONCRETE CUTTING & DEMOLITION: 112,908.00

VI. VALVE BOXES: 174,693.00

VII. BACKFILLING & CONCRETE RESTORATION: 447,028.58

VIII. DEMOBILIZATION: 15,000.00

SUB-TOTAL 1,819,653.08

Overhead Expenses, Price & Physical Cont. & Misc. 9,810.92

TOTAL PROJECT COST Php 1,829,464.00 1,829,464.00

Php0.00

Prepared by : Reviewed & Checked by : Submitted by:

MARLI ACOSTA-DE FIESTA

Officer-In-Charge

Planning and Design Division

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

CARLOS L. PEREZ, SR. ROBERTO R. MENDOZA

Officer-In-Charge Assistant General Manager, FAG Assistant General Manager, Operations




General Manager

S U M M A R Y

ALEJO S. ROJAS, JR.

Job Order Worker, CE Officer-In-Charge

Planning & Development Section Planning and Development Section



Project : PROPOSED REPLACEMENT OF MAYOR CESAR C. CLIMACO AVENUE PIPELINE

Location Mayor Cesar C. Climaco Avenue, Zamboanga City

Project Description : 743 Linear Meters Asphalt Overlay

from Inter. of Gov. Alvarez St.-M.D. Jaldon St. to Inter. Don P. Lorenzo St.-Valderoza St.

Scope of Work: :

Mobilization

Restoration of 743 Linear Meters Asphalt Overlay

Demobilization

Cost of Project :

Qty. Unit Unit Cost Cost





1,485,189.00Php

BILL OF MATERIALS AND COST ESTIMATES

Item Description

II. ASPHALT OVERLAY :

Materials:

Item 302 (Bituminous Tack Coat) 2 drums 10,790.00 21,580.00 21,580.00

Vehicle/Equipment:

1 Asphalt Kettle w/ operator & fuel 0.5 day 1,500.00 750.00

1 Air Compressor 0.5 day 1,500.00 750.00 1,500.00

Manpower :

2 Masons 0.5 day 337.00 168.50

6 Laborers 0.5 day 317.00 158.50 327.00

Item 310 (Bituminous Concrete Surface Course, 5-8% Asphalt)

Materials:

Asphalt 56 drums 10,300.00 576,800.00

SFO-Bunker Fuel 3370 liters 49.00 165,130.00


Composite Aggregate 67 cu.m 1,000.00 67,000.00 849,410.00

Manpower :

2 Masons 5 days 337.00 1,685.00

6 Laborers 5 days 250.00 1,250.00 2,935.00

Vehicle/Equipment:

1 Payloader 5 days 8,800.00 44,000.00

1 Pneumatic Roller 5 days 8,000.00 40,000.00

1 Asphalt Batching Plant 5 days 6,000.00 30,000.00

1 Dump truck 5 days 9,060.00 45,300.00 159,300.00

TOTAL DIRECT COST OF ASPHALT OVERLAY 1,035,052.00

X. MOBILIZATION: 35,000.00


II. ASPHALT OVERLAY : 1,035,052.00

IX. DEMOBILIZATION 35,000.00

SUB-TOTAL 1,105,052.00

OVERHEAD,CONTINGENCIES & MISCELLANEOUS 110,505.00 CONTRACTOR'S PROFIT 110,505.00 TAXES (12%) 159,127.00

TOTAL PROJECT COST Php 1,485,189.00

S U M M A R Y

Project : PROPOSED REPLACEMENT OF MAYOR JALDON STREET PIPELINE

Location Mayor Jaldon Street, Zamboanga City

Project Description : 1,366 Linear Meters Asphalt Overlay

from Inter. of Gov. Alvarez St.-to Inter. Gov. Camins Road

Scope of Work :

Mobilization

Restoration of 1,366 Linear Meters Asphalt Overlay

Demobilization

Cost of Project :






2,690,091.00Php


Item Description

II. ASPHALT OVERLAY :

Materials:

Item 302 (Bituminous Tack Coat) 3 drums 10,790.00 32,370.00 32,370.00

Vehicle/Equipment:


1 Air Compressor 0.5 day 1,500.00 750.00

1 Service Vehicle 0.5 day 1,800.00 900.00 2,400.00

Manpower :

2 Masons 0.5 day 337.00 168.50

6 Laborers 0.5 day 317.00 158.50 327.00


Materials:

Asphalt 107 drums 10,300.00 1,102,100.00



Composite Aggregate 124 cu.m 1,000.00 124,000.00 1,604,435.00

Manpower :

2 Masons 9 days 337.00 3,033.00

6 Laborers 9 days 250.00 2,250.00 5,283.00

Vehicle/Equipment:

1 Payloader w/operator 9 days 8,800.00 79,200.00



1 Dump truck 9 days 9,060.00 81,540.00 286,740.00


III. DEMOBILIZATION: 35,000.00


II. ASPHALT OVERLAY : 1,931,555.00


SUB-TOTAL 2,001,555.00

PRICE & PHYSICAL CONTINGENCIES 200,156.00 CONTRACTOR'S PROFIT 200,156.00

TAXES (12%) 288,224.00 TOTAL PROJECT COST Php 2,690,091.00

S U M M A R Y

Project : PROPOSED REPLACEMENT OF SAN JOSE ROAD PIPELINE

Location San Jose Road, Zamboanga City


from Junct. Don Basilio Navarro Street to Junct. Baliwasan Chico

Scope of Work :

Mobilization


Demobilization

Cost of Project :






1,519,584.00Php


Item Description

II. ASPHALT OVERLAY:

Materials:

Item 302 (Bituminous Tack Coat) 1 drum 10,790.00 10,790.00 10,790.00

Vehicle/Equipment:




Manpower :

2 Masons 0.5 day 337.00 168.50

6 Laborers 0.5 day 317.00 158.50 327.00


Materials:

Asphalt 59 drums 10,300.00 607,700.00




Manpower :

2 Masons 5 days 337.00 1,685.00

6 Laborers 5 days 250.00 1,250.00 2,935.00

Vehicle/Equipment:




1 Dump truck 5 days 9,060.00 45,300.00 159,300.00




II. ASPHALT OVERLAY: 1,060,643.00


SUB-TOTAL 1,130,643.00

PRICE & PHYSICAL CONTINGENCIES 113,064.00 CONTRACTOR'S PROFIT 113,064.00 TAXES (12%) 162,813.00

TOTAL PROJECT COST Php 1,519,584.00

S U M M A R Y





Scope of Work :

Mobilization


Demobilization

Cost of Project :



835,131.00Php


Item Description




II. ASPHALT OVERLAY:

Materials:

Item 302 (Bituminous Tack Coat) 1 drum 10,790.00 10,790.00 10,790.00

Vehicle/Equipment:




Manpower :

2 Masons 0.5 day 337.00 168.50

6 Laborers 0.5 day 317.00 158.50 327.00


Materials:

Asphalt 35 drums 10,300.00 360,500.00




Manpower :

2 Masons 3 days 337.00 1,011.00

6 Laborers 3 days 250.00 750.00 1,761.00

Vehicle/Equipment:




1 Dump truck 3 days 9,060.00 27,180.00 95,580.00

TOTAL DIRECT COST OF ASPHALT OVERLAY 581,377.00



II. ASPHALT OVERLAY: 581,377.00


SUB-TOTAL 621,377.00

PRICE & PHYSICAL CONTINGENCIES 62,138.00 CONTRACTOR'S PROFIT 62,138.00 TAXES (12%) 89,478.00

TOTAL PROJECT COST Php 835,131.00

S U M M A R Y

PROJECT : PROPOSED REPLACEMENT OF MAYOR CESAR C. CLIMACO AVENUE PIPELINE

Location : Mayor Cesar C. Climaco Avenue, Zamboanga City

Project Cost :

Project Duration : 60 WORKING DAYS

I. MOBILIZATION: 7 #


A. LAYING OF 200mm

Ø PVC PIPELINE: 20

B. HYDRO TESTING & DISINFECTION WORKS: 3

C. VALVES & FITTINGS: 8

III. BRIDGE CROSSING: 5

IV. FIRE HYDRANTS: 3

V. TRANSFER OF SERVICE CONNECTIONS CLUSTER TYPE: 20

VI. STEEL WORKS (CLUSTER PROTECTOR): 20

VII. CONCRETE CUTTING & DEMOLITION: 17

VIII. VALVE BOXES: 17

IX. BACKFILLING & CONCRETE RESTORATION: 22

IX. DEMOBILIZATION 8

TOTAL PROJECT COST 150

CASH OUTLAY REQUIREMENT

TARGETED COMPLETION THIS PERIOD

COMMULATIVE COMPLETION TO DATE

Prepared by: Reviewed & Checked by:

135,826.58Php


ZAMBOANGA CITY WATER DISTRICTPilar St., Zamboanga City

GANTT CHART

Php4,875,948.00

Particulars AmountsWORKING DAYS

169,310.14Php

15

103,152.65Php

300,546.00Php

383,940.51Php

220,000.78Php

789,724.33Php

41,918.83Php

1,924,355.56Php

10,113.22Php

761,128.50Php

35,930.42Php

4,875,948.00Php

Php992,338.94

20.35%

20.35%


Researcher/Analyst A (J.O.) Officer-In-Charge

Planning & Development Section

Recommending Approval for Project Implementation: Approved for Project Implementation:

ALEJO S. ROJAS, JR.

Assistant General Manager for Operations

PROPOSED REPLACEMENT OF MAYOR CESAR C. CLIMACO AVENUE PIPELINE

# # # # # #

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

# # #

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

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

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

Submitted by: Approved by:

MARLI P. ACOSTA - DE FIESTA




WORKING DAYS

30 45 6015

Php992,338.94 Php2,057,309.09 Php1,539,093.00 Php287,206.00

20.35% 42.19% 31.57% 5.89%

20.35% 62.54% 94.11% 100.00%

CARLOS L. PEREZ, SR.

Officer-In-Charge Officer-In-Charge

Planning & Design Division



General Manager




WORKING DAYS

60

Php287,206.00

5.89%

100.00%


Officer-In-Charge


PROJECT : PROPOSED REPLACEMENT OF MAYOR JALDON STREET PIPELINE

Location : Mayor Jaldon Street, Zamboanga City

Project Cost :




A. LAYING OF 200mmØ PVC PIPELINE: 36



III. FIRE HYDRANTS: 6

IV. TRANSFER OF SERVICE CONNECTIONS (CLUSTER TYPE): 40

V. STEEL WORKS (CLUSTER PROTECTOR): 40

VI. CONCRETE CUTTING & DEMOLITION: 24

VII. VALVE BOXES: 20

VIII. BACKFILLING & CONCRETE RESTORATION: 29

IX. DEMOBILIZATION: 6









GANTT CHART

315,884.14Php

275,845.90Php

101,956.77Php

969,495.49Php

Php7,707,029.00

Particulars AmountsWORKING DAYS

19

59,075.23Php

3,778,774.54Php

26,672.47Php

567,920.00Php

173,214.49Php

1,379,114.89Php

59,075.23Php

7,707,029.00Php

Php1,908,182.72

24.76%

24.76%




Recommending Approval for Project Implementation:

ALEJO S. ROJAS, JR.

PROPOSED REPLACEMENT OF MAYOR JALDON STREET PIPELINE

# # # #

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

# # # # # #

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

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

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

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

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








WORKING DAYS

19 38 57

Php1,908,182.72 Php2,920,240.69 Php1,976,365.00

24.76% 37.89% 25.64%

24.76% 62.65% 88.29%




General Manager

# # # # # # # # # # #

# # # # # # # # # # #




WORKING DAYS

57 76

Php1,976,365.00 Php902,241.00

25.64% 11.71%

88.29% 100.00%


Officer-In-Charge

PROJECT : PROPOSED REPLACEMENT OF SAN JOSE ROAD PIPELINE

Location : San Jose Road, Zamboanga City

Project Cost :




A. LAYING OF 200mmØ PVC PIPELINE: 20



III. FIRE HYDRANTS: 5

IV. TRANSFER OF SERVICE CONNECTIONS CLUSTER TYPE: 50

V. STEEL WORKS (CLUSTER PROTECTOR): 40

VI. CONCRETE CUTTING & DEMOLITION: 14

VII. VALVE BOXES: 15

VIII. BACKFILLING & CONCRETE RESTORATION: 25

IX. DEMOBILIZATION: 6







322,697.82Php

Php1,816,770.61

33.09%

33.09%



17

WORKING DAYS

Pilar St., Zamboanga City

GANTT CHART

Php5,489,587.00

Particulars Amounts

57,722.74Php

2,169,359.07Php

694,854.79Php

57,722.74Php

5,489,587.00Php

11,365.61Php

306,971.84Php

98,218.70Php

1,312,638.18Php

345,527.74Php

112,507.39Php


Recommending Approval for Project Implementation:

ALEJO S. ROJAS, JR.



PROPOSED REPLACEMENT OF SAN JOSE ROAD PIPELINE

# # # #

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

# # #

# # # # #

# # # # #

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

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

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

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






Php918,798.00

16.74%

Php429,886.00

7.83%

Php1,816,770.61

33.09%

33.09%

Php2,001,434.24

36.46%

69.55%



17 34 51 68

WORKING DAYS


86.29% 94.12%




General Manager

# # # # # # # # #

# # # # # # # # #


Php5,166,888.85

Php429,886.00

7.83%



68

WORKING DAYS


94.12%


Officer-In-Charge

PROJECT : PROPOSED REPLACEMENT OF DON PABLO LORENZO STREET PIPELINE

Location : Don Pablo Lorenzo Street, Zamboanga City

Project Cost : 1,829,464.00

Project Duration : 46 WORKING DAYS 1,819,653.08

9,810.92

0.005391645

I. MOBILIZATION: 7 # # # # # # #


A. LAYING OF 150mmØ PVC PIPELINE W/ PARTIAL BACKFILLING:15 # # # # # # # # # # # # # # #

B. HYDRO TESTING & DISINFECTION WORKS: 3 # # #

C. VALVES & FITTINGS: 10 # # # # # # # # # #

III. FIRE HYDRANTS: 3 # # #

IV. TRANSFER OF SERVICE CONNECTIONS (INDIVIDUAL TYPE TAPPED ON SECONDARY LINE): 8 # # # # # # # #

V. CONCRETE CUTTING & DEMOLITION: 6 # # # # # #

VI. VALVE BOXES: 13 # # # # # # # # # # # #

VII. BACKFILLING & CONCRETE RESTORATION: 15

VIII. DEMOBILIZATION: 7 #





Prepared by: Reviewed & Checked by: Submitted by: Approved by:

FELIXBERTO R. CAARE, JR. MARIE CLAIRE C. BONGO MARLI P. ACOSTA - DE FIESTA CARLOS L. PEREZ, SR.

Researcher/Analyst A (J.O.) Officer-In-Charge Officer-In-Charge Officer-In-Charge

Planning & Development Section Planning & Design Division Engineering Department

Recommending Project Implementation: Approved for Project Implementation:

ALEJO S. ROJAS, JR. LEONARDO REY D. VASQUEZ

Assistant General Manager for Operations General Manager



527,121.81Php

6,471.71Php

331,346.42Php

144,460.70Php

15,080.87Php

GANTT CHART

Php1,829,464.00

Particulars Amounts

23

WORKING DAYS

46

15,080.87Php

51,311.17Php

113,516.76Php

175,634.88Php

52.75% 46.51%

52.75%

449,438.80Php

99.26%

Php965,067.55 Php850,886.08

1,829,464.00Php

# # # # # #

WORKING DAYS

46

46.51%

99.26%

Php850,886.08

revised estimate

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