Revised Estimate

Republic of the Philippines ZAMBOANGA CITY WATER DISTRICT Pilar Street, Zamboanga City Project Location Project Description Scope of Work

Cost of Project

: PROPOSED REPLACEMENT OF DON PABLO LORENZO STREET PIPELINE Don Pablo Lorenzo Street, Zamboanga City mm : Installation of 451.00 Linear Meters, 150 Ø PVC Distribution Line & Appurtenances from PPA to Inter. Don P. Lorenzo St.-Saavedra St. : Mobilization Supply & Installation of 150mmØ, 451.00 Linear Meters, PVC Distribution Line Supply & Installation of 100mmØ, 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 Pavement Supply/Construction of 7 units Valve Box Demobilization :

Php

1,829,464.00

1,829,464.00

0.00

BILL OF MATERIAL AND COST ESTIMATES Item Description I. MOBILIZATION: II. PIPELINES & APPURTENANCES: A. LAYING OF 150mmØ PVC PIPELINE W/ PARTIAL BACKFILLING: a. Materials : mm 150 Ø x 6.00m, PVC Pipe, Class 150, B/S with R.R. 50mmØ x 60m PE Tubing SDR-11, b. Labor: 2 Pipe fitter 20 Laborer c. Equipment Rental/Fuel/Oil & Lubricants: 1 Back Hoe 1 Dump Truck 1 Payloader w/operator & fuel Diesel Fuel Engine Oil

Qty.

Unit

Cost 15,000.00

75 pcs. 7.5 rolls

4,500.00 7,278.00

337,500.00 54,585.00

392,085.00

15 days 15 days

341.00 317.00

5,115.00 4,755.00

9,870.00

10,000.00 9,000.00 8,000.00 49.00 120.00

70,000.00 63,000.00 56,000.00 17,640.00 840.00

7 7 7 360 7

days days days liters liters

207,480.00 609,435.00

B. HYDRO TESTING & DISINFECTION WORKS: a. Materials : Chlorine Powder Potable Water b. Labor: 1 Pipe fitter 4 Laborer c. Vehicle/Equipment/Fuel/Oil/Lubricants: 1 Unit - Hydrotesting Machine 1 Unit - Generator Set Gasoline Engine Oil C. VALVES & FITTINGS: a. Materials : 150mmØ C.I. Body Gate Valve, (NRS), F/F 50mmØ C.I. Body Gate Valve, (NRS), F/F 200mmØ C.I. Sleeve Type Flexible Coupling, (Std.) 150mmØ C.I. Sleeve Type Flexible Coupling, (Std.) 50mmØ C.I. Sleeve Type Flexible Coupling, (Std.) 150mmØ C.I. Sleeve Type Flexible Coupling, (Spl.) (PVC-C.I.) 50mmØ C.I. Sleeve Type Flexible Coupling, (Spl.) (PVC-C.I.) 150mmØ x 150mmØ C.I. Cross Tee, M/M 200mmØ x 150mmØ C.I. Tee, M/F 150mmØ x 150mmØ C.I. Tee, M/F mm mm 150 Ø x 50 Ø C.I. Tee, M/F 150mmØ C.I. Adaptor, F/P 50mmØ C.I. Adaptor, F/P 150mmØ Mech. End Cap 200mmØ x 150mmØ PVC Reducer, Class 150, B/S with R.R. 150mmØ x 90o Long Sweep PVC Bend, Class 150, B/S with R.R. 150mmØ x 45o PVC Bend, Class 150, B/S with R.R.

Thrust Block

Portland Cement Sand Gravel b. Labor: 2 Pipe fitter 8 Laborer TOTAL DIRECT COST OF PIPELINES & APPURTENANCES

1 kg. 27 cu.m.

120.00 36.00

120.00 972.00

1,092.00

3 days 3 days

347.00 317.00

1,041.00 3,804.00

4,845.00

1 1 6 1

day day liters liter

500.00 500.00 60.00 120.00

500.00 500.00 360.00 120.00

9 1 1 9 7 13 1 4 1 7 2 1 1 1 1 1 17

pcs. pc. pc. pcs. pcs. pcs. pc. pcs. pc. pcs. pcs. pc. pc. pc. pc. pc. pcs.

10,290.00 4,444.00 3,379.00 2,225.00 749.00 3,420.00 800.00 6,618.00 4,442.00 4,960.00 3,899.00 2,610.00 2,835.00 1,985.00 786.50 2,500.00 2,300.00

92,610.00 4,444.00 3,379.00 20,025.00 5,243.00 44,460.00 800.00 26,472.00 4,442.00 34,720.00 7,798.00 2,610.00 2,835.00 1,985.00 786.50 2,500.00 39,100.00

9 bags 0.50 cu.m. 1.00 cu.m. 10 days 10 days

226.00 900.00 900.00 341.00 317.00

2,034.00 450.00 900.00 6,820.00 25,360.00

1,480.00 7,417.00

297,593.50 32,180.00 329,773.50 946,625.50

III. FIRE HYDRANTS: a. Materials : 150mmØ x 100mmØ C.I. Tee, M/F 150mmØ C.I. Sleeve Type Flexible Coupling, STD. 100mmØ C.I. Body Gate Valve, F/F (NRS) mm 150 Ø PVC Telescopic Valve Extension w/ Steel Cover 213mmØ (O.D.) x 113mmØ (I.D.) x 16mm thk. w/ 4-16mmØ Bolt Holes 6mm thk. Rubber Gasket 16mmØ x 75mm Hex. Head Stainless Bolt w/ Nut and Washer 100mmØ x 900 G.I. Elbow, Sch. 40 100mmØ x 6.00m G.I. Pipe, Sch. 40 25mm Teflon Tape 100mmØ Fire Hydrant w/ 63mmØ Hose Connector 16mmØ x 6.00m Deformed Reinforcing Steel Bars 12mmØ x 6.00m Deformed Reinforcing Steel Bars 10mmØ x 6.00m Deformed Reinforcing Steel Bars #16 G.I. Tie-wire Portland Cement Sand Gravel Concrete Neutralizer Liquid Tile Primer Liquid Tile Top Coat White Gloss Red Tinting Color Thalo Blue Tinting Color Raw Sienna Lamb Black Red Lead Paint Paint Blue (QDE) Liquid Tile Reducer 2" Paint Brush 12mm thk x 1.20m x 2.40m Ordinary Plywood 3pcs. - 2" x 2" x 8' Coco Lumber 1" C.W. Nail 4" C.W. Nail b. Labor: 1 Pipe fitter 4 Laborer TOTAL DIRECT COST OF FIRE HYDRANTS

1 1 1 1 2 1 8 1 1 4 1 3 1 4 1 4 0.50 1 1 1 0.50 1 1 1 1 0.50 0.50 1 2 1 8 0.50 0.50

pcs. pc. pcs. unit pcs. kg. pcs. pcs. pc. rolls pc. pcs. pcs. pcs. kgs. bags cu.m. cu.m. qrt. qrt. gal. pint pint pint pint gal. gal. qrt. pcs. pc. bd.ft. kgs. kgs.

3 days 3 days

4,280.00 2,225.00 6,570.00 1,580.00 470.00

4,280.00 2,225.00 6,570.00 1,580.00 940.00

70.00 60.00 420.00 4,660.00 22.00 6,620.00 370.00 219.00 122.00 65.00 226.00 900.00 900.00 84.00 156.00 787.00 100.00 100.00 100.00 100.00 440.00 520.00 92.00 28.00 550.00 17.00 65.00 65.00

70.00 480.00 420.00 4,660.00 88.00 6,620.00 1,110.00 219.00 488.00 65.00 904.00 450.00 900.00 84.00 156.00 393.50 100.00 100.00 100.00 100.00 220.00 260.00 92.00 56.00 550.00 136.00 32.50 32.50

341.00 317.00

IV. TRANSFER OF SERVICE CONNECTIONS (INDIVIDUAL TYPE TAPPED ON THE SECONDARY LINE): a. Materials : 50mmØ C.I. Body Gate Valve, (NRS), F/F 2 pcs. 2,990.00 50mmØ x 6.00m G.I. Pipe, Sch. 40 1 pc. 1,940.00 mm mm 50 Ø x 50 Ø G.I. Tee, Sch.40 29 pcs. 290.00 50mmØ x 90o G.I. Elbow, Sch. 40 4 pcs. 60.00 mm o 12 Ø x 90 G.I. Elbow, Sch. 40 58 pcs. 30.00 mm mm 50 Ø x 12 G.I. Bushing, Sch. 40 29 pcs. 80.00 50mmØ G.I. Nipple, Sch. 40 29 pcs. 110.00 12mmØ G.I. Nipple, Sch. 40 29 pcs. 20.00 12mmØ Brass Ball Valve 29 pcs. 430.00 mm 12 Ø Brass Nipple ( Tail Piece) 58 pcs. 70.00 19mmØ x 12mmØ x 90o G.I. Reducing Elbow, Sch. 40 30 pcs. 30.00 19mmØ Brass Single Adaptor ( for P.E. tubing) ISO 29 pcs. 180.00 mm 19 Ø x 150.00m P.E. Tubing, SDR 11 3 rolls 4,050.00 b. Labor: 1 Pipe fitter 8 days 341.00 6 Laborer 8 days 317.00 TOTAL DIRECT COST OF (INDIVIDUAL TYPE TAPPED ON THE SECONDARY LINE) V. STEEL WORKS (CLUSTER PROTECTOR): a. Materials : (2 Clusters-estimated) 6mm thk x 38mm x 38mm x 6.00m MS Angle Bar 2.5 #4 x 50mm x 50mm x 1.22m x 2.44m Steel Matting 1.5 19mmØ x 300mm MS Plain Round Bar 0.05 19mmØ x 400mm Sch. 40 G.I. Pipe 0.07 10mmØ x 20mm SS Triangular Head Bolt w/Nut 4 3mm Ø Welding Rod 0.5 Welding Glass #12 0.1 Acetylene Content 1 Oxygen Content 2 Hacksaw Blade 0.5 Portland Cement 1.5 Washed Sand 0.075 Gravel (G1) 0.15 10mmØ x 6.00m Rebars 3.2 Ga. 16 Tie Wire 0.5 12mm thk x 1.22m x 2.44m Ord. Plywood 0.4 6lngths.-2" x 3" x 8' Coco Lumber 4.8 6lngths.-2" x 2" x 8' Coco Lumber 3.2 4" Common Wire Nail 0.1 2½" Common Wire Nail 0.05 1½" Common Wire Nail 0.02

5 3 1 1 8 1 1 2 4 1 3 1 1 6 1 1 10 6 0.5 0.5 0.5

lgths. shts. lgths. lgths. pcs. kgs. pcs. cyl. cyl. pcs. bags cu.m cu.m lgths. kgs. shts. bdft. bdft. kgs. kgs. kgs.

852.00 1,600.00 568.00 423.00 64.00 130.00 15.00 1,400.00 700.00 50.00 230.00 900.00 900.00 161.00 70.00 556.00 18.00 18.00 55.00 55.00 55.00

1,023.00 3,804.00

5,980.00 1,940.00 8,410.00 240.00 1,740.00 2,320.00 3,190.00 580.00 12,470.00 4,060.00 900.00 5,220.00 12,150.00 2,728.00 15,216.00

4,260.00 4,800.00 568.00 423.00 512.00 130.00 15.00 2,800.00 2,800.00 50.00 690.00 900.00 900.00 966.00 70.00 556.00 180.00 108.00 27.50 27.50 27.50

34,481.50 4,827.00 39,308.50

59,200.00 17,944.00 77,144.00

Zinchromate Paint (yellow) 0.25 1 gals. Acrylic Paint (ZCWD) 0.25 1 gals. Acrylic Thinner 1.25 3 gals. Steel Brush 0.2 1 pcs. # 150 Sand Paper 0.2 1 pcs. b. Labor: 1 Mason 10 days 4 Laborer 10 days TOTAL DIRECT COST OF TRANSFER OF STEEL WORKS (CLUSTER PROTECTOR) VI. CONCRETE CUTTING & DEMOLITION: a. Labor: 1 Concrete Cutter operator 1 Jackhammer Operator 3 Contractual Laborers b. Equipment Rental/Fuel/Oil & Lubricants: 2 units - Concrete Cutter 1 unit - Backhoe w/ mounted Jack hammer w/operator Engine Oil Gasoline Diesel Fuel c. Concrete Cutting/Demolition & Excavation Fee TOTAL COST OF CONCRETE CUTTING & DEMOLITION VII. VALVE BOXES: 7 a. Materials: Portland Cement 0.8485 Washed Sand Gravel (G1) 16mmØ x 6.00m Def. Steel Bar 20 20mmØ x 6.00m Def. Steel Bar 2.25 mm 150 Ø PVC Telescopic Valve Extension w/ Steel Cover Add Mix Water Proofing Compound Hacksaw Blade No. 16 G.I. Wire 3 b. Labor: 2 Steelmen 1 Masons 6 Contractual Laborers c. Equipment Rental/Fuel/Oil & Lubricants: 1 Unit -Concrete Vibrator 1 unit - 1 Bagger Concrete Mixer Gasoline TOTAL DIRECT COST OF VALVE BOXES VIII. BACKFILLING & CONCRETE RESTORATION: a. Materials: Portland Cement Washed Sand Gravel (G1) Item 201 Item 200 Sand (Sand Bedding) 26 b. Labor: 2 Masons 12 Contractual Laborers c. Equipment Rental/Fuel/Oil & Lubricants: 1 Unit - Plate Compactor 2 Units - 1 Bagger Concrete Mixer Gasoline TOTAL DIRECT COST OF BACKFILLING & CONCRETE RESTORATION IX. DEMOBILIZATION:

700.00 850.00 426.00 20.00 13.00

700.00 850.00 1,278.00 20.00 13.00

341.00 317.00

3,410.00 12,680.00

341.00 341.00 317.00

2,046.00 2,046.00 5,706.00

9,798.00

2,000.00 10,000.00 120.00 60.00 49.00

24,000.00 60,000.00 720.00 2,880.00 16,170.00

103,770.00

40.00

9,450.00

bags cum. cum. pcs. pcs. units pcs. pcs. pcs. pcs.

230.00 850.00 850.00 330.00 590.00 1,580.00 65.00 65.00 60.00 75.00

13,570.00 2,550.00 5,100.00 46,200.00 9,440.00 15,800.00 3,835.00 3,835.00 1,800.00 1,875.00

104,005.00

12 days 12 days 12 days

337.00 337.00 250.00

8,088.00 4,044.00 18,000.00

30,132.00

9 days 9 days 72 liters

500.00 1,500.00 60.00

4,500.00 13,500.00 4,320.00

6 days 6 days 6 days 6 6 6 48 330

days days liters liters liters

236.25 sq.m.

59 3 6 140 16 10 59 59 30 25

473 22 44 75 77 104

bags cu.m. cu.m. cu.m. cu.m. cu.m.

23,671.50 16,090.00 39,761.50

9,450.00 123,018.00

22,320.00 156,457.00

220.00 900.00 900.00 800.00 800.00 900.00

104,060.00 19,800.00 39,600.00 59,748.48 61,740.10 93,600.00

378,548.58

15 days 15 days

337.00 250.00

10,110.00 45,000.00

55,110.00

8 days 8 days 64 liters

500.00 1,500.00 60.00

4,000.00 24,000.00 3,840.00

31,840.00 465,498.58 15,000.00

S U M M A R Y I. MOBILIZATION: 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 77,144.00 SECONDARY LINE): 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.

TOTAL PROJECT COST

(48,349.08)

Php 1,829,464.00

Php0.00 Prepared by :

FELIXBERTO R. CAARE, JR. Job Order Worker, CE Planning & Development Section

Approved by:

CARLOS L. PEREZ, SR. Officer-In-Charge Engineering Department

Reviewed & Checked by :

MARIE CLAIRE C. BONGO Officer-In-Charge Planning and Development Section

Certified as to Availability of Funds:

ROBERTO R. MENDOZA Assistant General Manager, FAG

Approved for Project Implementation:

LEONARDO REY D. VASQUEZ General Manager

Submitted by:

MARLI ACOSTA-DE FIESTA Officer-In-Charge Planning and Design Division

Recommending Project Implementation:

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

1,829,464.00

Republic of the Philippines ZAMBOANGA CITY WATER DISTRICT Pilar Street, Zamboanga City Project Location Project Description Scope of Work

Cost of Project

: PROPOSED REPLACEMENT OF DON PABLO LORENZO STREET PIPELINE Don Pablo Lorenzo Street, Zamboanga City mm : Installation of 451.00 Linear Meters, 150 Ø PVC Distribution Line & Appurtenances from PPA to Inter. Don P. Lorenzo St.-Saavedra St. : Mobilization mm Supply & Installation of 150 Ø, 451.00 Linear Meters, PVC Distribution Line Supply & Installation of 150mmØ, 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 Pavement Supply/Construction of 7 units Valve Box Demobilization :

Php

1,829,464.00

1,829,464.00

0.00

BILL OF MATERIAL AND COST ESTIMATES Item Description I. MOBILIZATION: II. PIPELINES & APPURTENANCES: A. LAYING OF 150mmØ PVC PIPELINE W/ PARTIAL BACKFILLING: a. Materials : 150mmØ x 6.00m, PVC Pipe, Class 150, B/S with R.R. 50mmØ x 60m PE Tubing SDR-11, Detectable Underground Warning Tape, 3"W x 1000ft/roll Polyethelyne Warning Tape, "Attention Water Main", 3"W x 1000ft/roll b. Labor: 2 Pipe fitter 20 Laborer c. Equipment Rental/Fuel/Oil & Lubricants: 1 Back Hoe 1 Dump Truck Diesel Fuel Engine Oil

Qty.

Unit

Cost 15,000.00

75 7.5 2 2

pcs. rolls rolls rolls

4,500.00 7,278.00 3,500.00 3,500.00

337,500.00 54,585.00 7,000.00 7,000.00

406,085.00

15 days 15 days

341.00 317.00

5,115.00 4,755.00

9,870.00

10,000.00 9,000.00 49.00 120.00

50,000.00 45,000.00 12,740.00 600.00

5 5 260 5

days days liters liters

108,340.00 524,295.00

B. HYDRO TESTING & DISINFECTION WORKS: a. Materials : Chlorine Powder Potable Water b. Labor: 1 Pipe fitter 4 Laborer c. Vehicle/Equipment/Fuel/Oil/Lubricants: 1 Unit - Hydrotesting Machine C. VALVES & FITTINGS: a. Materials : 150mmØ C.I. Body Gate Valve, (NRS), F/F 50mmØ C.I. Body Gate Valve, (NRS), F/F 200mmØ C.I. Sleeve Type Flexible Coupling, (Std.) 150mmØ C.I. Sleeve Type Flexible Coupling, (Std.) 50mmØ C.I. Sleeve Type Flexible Coupling, (Std.) 150mmØ C.I. Sleeve Type Flexible Coupling, (Spl.) (PVC-C.I.) 50mmØ C.I. Sleeve Type Flexible Coupling, (Spl.) (PVC-C.I.) 150mmØ x 150mmØ C.I. Cross Tee, M/M 200mmØ x 150mmØ C.I. Tee, M/F 150mmØ x 150mmØ C.I. Tee, M/F 150mmØ x 50mmØ C.I. Tee, M/F 150mmØ C.I. Adaptor, F/P 50mmØ C.I. Adaptor, F/P 150mmØ Mech. End Cap 200mmØ x 150mmØ PVC Reducer, Class 150, B/S with R.R. 150mmØ x 90o Long Sweep PVC Bend, Class 150, B/S with R.R. 150mmØ x 45o PVC Bend, Class 150, B/S with R.R.

120.00 36.00

120.00 972.00

1,092.00

3 days 3 days

347.00 317.00

1,041.00 3,804.00

4,845.00

1 day

500.00

500.00

10,290.00 4,444.00 3,379.00 2,225.00 749.00 3,420.00 800.00 6,618.00 4,442.00 4,960.00 3,899.00 2,610.00 2,835.00 1,985.00 786.50 2,500.00 2,300.00

92,610.00 4,444.00 3,379.00 20,025.00 5,243.00 44,460.00 800.00 26,472.00 4,442.00 34,720.00 7,798.00 2,610.00 2,835.00 1,985.00 786.50 2,500.00 39,100.00

9 1 1 9 7 13 1 4 1 7 2 1 1 1 1 1 17

Thrust Block

Portland Cement Sand Gravel b. Labor: 2 Pipe fitter 8 Laborer

1 kg. 27 cu.m.

pcs. pc. pc. pcs. pcs. pcs. pc. pcs. pc. pcs. pcs. pc. pc. pc. pc. pc. pcs.

9 bags 0.50 cu.m. 1.00 cu.m. 10 days 10 days

220.00 800.00 800.00 341.00 317.00

1,980.00 400.00 800.00 6,820.00 25,360.00

TOTAL DIRECT COST OF PIPELINES & APPURTENANCES

297,389.50 32,180.00 329,569.50 860,301.50

III. FIRE HYDRANTS: a. Materials : 150mmØ x 150mmØ C.I. Tee, M/F 150mmØ x 100mmØ C.I. Tee, M/F 150mmØ C.I. Sleeve Type Flexible Coupling, STD. 150mmØ C.I. Body Gate Valve, F/F (NRS)

230071603.xls.ms_office

500.00 6,437.00

1 2 3 1

Page 5 of 44

pcs. pcs. pc. pcs.

4,441.50 4,280.00 2,225.00 6,570.00

4,441.50 8,560.00 6,675.00 6,570.00

mm

150 Ø PVC Telescopic Valve Extension w/ Steel Cover 168mmØ (I.D.) x 268mmØ (O.D.) x 16mm thk. w/ 6-19mmØ Bolt Holes 6mm thk. Rubber Gasket 16mmØ x 75mm Hex. Head Stainless Bolt w/ Nut and Washer 0 150mmØ x 90 G.I. Elbow, Sch. 40 150mmØ x 6.00m G.I. Pipe, Sch. 40 25mm Teflon Tape 150mmØ Dry Type Fire Hydrant w/ 63mmØ Hose Connector and 1-100mmØ Hose Pumper Outlet (Commercial Type) 16mmØ x 6.00m Deformed Reinforcing Steel Bars 12mmØ x 6.00m Deformed Reinforcing Steel Bars 10mmØ x 6.00m Deformed Reinforcing Steel Bars #16 G.I. Tie-wire Portland Cement Sand Gravel Concrete Neutralizer Liquid Tile Primer Liquid Tile Top Coat White Gloss Red Tinting Color Thalo Blue Tinting Color Raw Sienna Lamb Black Red Lead Paint Paint Blue (QDE) Liquid Tile Reducer 2" Paint Brush 12mm thk x 1.20m x 2.40m Ordinary Plywood 3pcs. - 2" x 2" x 8' Coco Lumber 1" C.W. Nail 4" C.W. Nail b. Labor: 1 Pipe fitter 4 Laborer TOTAL DIRECT COST OF FIRE HYDRANTS

1 unit 2 pcs.

1,580.00 470.00

1,580.00 940.00

1 8 1 1 4 1

70.00 60.00 420.00 4,660.00 22.00 98,000.00

70.00 480.00 420.00 4,660.00 88.00 98,000.00

370.00 219.00 122.00 65.00 220.00 800.00 800.00 84.00 156.00 787.00 100.00 100.00 100.00 100.00 440.00 520.00 92.00 28.00 550.00 17.00 65.00 65.00

1,110.00 219.00 488.00 65.00 880.00 400.00 800.00 84.00 156.00 393.50 100.00 100.00 100.00 100.00 220.00 260.00 92.00 56.00 550.00 136.00 32.50 32.50

3 1 4 1 4 0.50 1 1 1 0.50 1 1 1 1 0.50 0.50 1 2 1 8 0.50 0.50

kg. pcs. pcs. pc. rolls unit pcs. pcs. pcs. kgs. bags cu.m. cu.m. qrt. qrt. gal. pint pint pint pint gal. gal. qrt. pcs. pc. bd.ft. kgs. kgs.

3 days 3 days

IV. TRANSFER OF SERVICE CONNECTIONS (INDIVIDUAL TYPE TAPPED ON SECONDARY LINE): a. Materials : 50mmØ x 25mmØ C.I. Saddle Clamp w/Stainless Bolts, Nuts & Washers 1 pc. 50mmØ x 19mmØ C.I. Saddle Clamp w/Stainless Bolts, Nuts & Washers 11 pcs. 25mmØ Brass Corporation Cock, ISO 1 pc. 19mmØ Brass Corporation Cock, ISO 11 pcs. mm 25 Ø Brass Single Adaptor, Pack Joint/Clamp Type, ISO 1 pc. 19mmØ Brass Single Adaptor, Pack Joint/Clamp Type, ISO 11 pcs. 25mmØ x 12mmØ G.I. Coupling, Sch. 40 1 pc. 19mmØ x 12mmØ G.I. Reducer, Sch. 40 25mmØ x 90o G.I. Elbow, Sch. 40 12mmØ x 90o G.I. Elbow, Sch. 40 25mmØ x 101mm G.I. Nipple, Sch. 40 (threaded both ends) 12mmØ x 101mm G.I. Nipple, Sch. 40 (threaded both ends) 25mmØ x 151mm G.I. Nipple, Sch. 40 (threaded both ends) 12mmØ x 151mm G.I. Nipple, Sch. 40 (threaded both ends) 25mmØ x 406mm G.I. Nipple, Sch. 40 (threaded both ends) 12mmØ x 406mm G.I. Nipple, Sch. 40 (threaded both ends) 25mmØ Brass Ball Valve 12mmØ Brass Ball Valve 25mmØ Safety Valve (Key Type) 12mmØ Safety Valve (Key Type) 25mmØ x 63mm Brass Nipple ( Tail Piece) 12mmØ x 63mm Brass Nipple ( Tail Piece) Water Meter Sealing Wire 19mm Teflon Tape 19mmØ x 150.00m P.E. Tubing, SDR 11 Portland Cement Sand Gravel b. Labor: 1 Pipe fitter 4 Laborer TOTAL DIRECT COST OF (INDIVIDUAL TYPE TAPPED ON SECONDARY LINE)

11 4 44 2 22 2 22 2 22 1 11 1 11 2 22 12 5 1 5 0.50 0.50

V. CONCRETE CUTTING & DEMOLITION: a. Labor: 1 Concrete Cutter operator 1 Jackhammer Operator 3 Contractual Laborers b. Equipment Rental/Fuel/Oil & Lubricants: 2 units - Concrete Cutter 1 unit - Backhoe w/ mounted Jack hammer w/operator Engine Oil Gasoline Diesel Fuel

230071603.xls.ms_office

roll bags cu.m. cu.m.

1,023.00 3,804.00

670.00 586.00 1,000.00 519.00 386.00 180.00 30.00

670.00 6,446.00 1,000.00 5,709.00 386.00 1,980.00 30.00

25.00 30.00 25.00 30.00 25.00 35.00 30.00 55.00 50.00 600.00 430.00 600.00 430.00 80.00 70.00 14.00 18.00 4,050.00 220.00 800.00 800.00

275.00 120.00 1,100.00 60.00 550.00 70.00 660.00 110.00 1,100.00 600.00 4,730.00 600.00 4,730.00 160.00 1,540.00 168.00 90.00 4,050.00 1,100.00 400.00 400.00

4,827.00 143,686.00

38,164.00

8 days 8 days

341.00 317.00

2,728.00 10,144.00

6 days 6 days 6 days

366.00 366.00 317.00

2,196.00 2,196.00 5,706.00

10,098.00

1,500.00 10,000.00 120.00 60.00 49.00

18,000.00 60,000.00 720.00 2,880.00 11,760.00

93,360.00

6 6 6 48 240

Page 6 of 44

pcs. pcs. pcs. pcs. pcs. pcs. pcs. pcs. pcs. pc. pcs. pc. pcs. pcs. pcs. pcs.

341.00 317.00

138,859.00

days days liters liters liters

12,872.00 51,036.00

c. Concrete Cutting/Demolition & Excavation Fee TOTAL COST OF CONCRETE CUTTING & DEMOLITION

236.25 sq.m.

VI. VALVE BOXES: 9 a. Materials: Portland Cement 0.8485 Washed Sand Gravel (G1) 16mmØ x 6.00m Def. Steel Bar 20 20mmØ x 6.00m Def. Steel Bar 2.25 mm 150 Ø PVC Telescopic Valve Extension w/ Steel Cover Add Mix Water Proofing Compound Hacksaw Blade No. 16 G.I. Wire 3

40.00

9,450.00

bags cum. cum. pcs. pcs. units pcs. pcs. pcs. pcs.

220.00 800.00 800.00 330.00 590.00 1,580.00 65.00 65.00 60.00 75.00

16,720.00 3,200.00 6,400.00 59,400.00 11,800.00 15,800.00 4,940.00 4,940.00 1,500.00 1,875.00

126,575.00

13 days 13 days 13 days

366.00 366.00 317.00

9,516.00 4,758.00 16,484.00

30,758.00

7 days 7 days 56 liters

500.00 1,500.00 60.00

3,500.00 10,500.00 3,360.00

76 4 8 180 20 10 76 76 25 25

b. Labor: 2 Steelmen 1 Masons 4 Contractual Laborers c. Equipment Rental/Fuel/Oil & Lubricants: 1 Unit -Concrete Vibrator 1 unit - 1 Bagger Concrete Mixer Gasoline TOTAL DIRECT COST OF VALVE BOXES VII. BACKFILLING & CONCRETE RESTORATION: a. Materials: Portland Cement Washed Sand Gravel (G1) Item 201 Item 200 Sand (Sand Bedding) 26

473 22 44 75 77 104

b. Labor: 2 Masons 10 Contractual Laborers c. Equipment Rental/Fuel/Oil & Lubricants: 1 Unit - Plate Compactor 2 Units - 1 Bagger Concrete Mixer Gasoline TOTAL DIRECT COST OF BACKFILLING & CONCRETE RESTORATION

bags cu.m. cu.m. cu.m. cu.m. cu.m.

9,450.00 112,908.00

17,360.00 174,693.00

220.00 900.00 900.00 800.00 800.00 800.00

104,060.00 19,800.00 39,600.00 59,748.48 61,740.10 83,200.00

368,148.58

15 days 15 days

366.00 250.00

10,980.00 37,500.00

48,480.00

8 days 8 days 40 liters

500.00 1,500.00 60.00

4,000.00 24,000.00 2,400.00

VIII. DEMOBILIZATION:

30,400.00 447,028.58 15,000.00

S U M M A R Y I. MOBILIZATION: II. PIPELINES & APPURTENANCES: III. FIRE HYDRANTS: IV. TRANSFER OF SERVICE CONNECTIONS (INDIVIDUAL TYPE TAPPED ON SECONDARY LINE): V. CONCRETE CUTTING & DEMOLITION: VI. VALVE BOXES: VII. BACKFILLING & CONCRETE RESTORATION: VIII. DEMOBILIZATION: SUB-TOTAL

15,000.00 860,301.50 143,686.00 51,036.00 112,908.00 174,693.00 447,028.58 15,000.00 1,819,653.08

Overhead Expenses, Price & Physical Cont. & Misc.

9,810.92

TOTAL PROJECT COST

Php 1,829,464.00

Php0.00 Prepared by :

FELIXBERTO R. CAARE, JR. Job Order Worker, CE Planning & Development Section

Approved by:

CARLOS L. PEREZ, SR. Officer-In-Charge Engineering Department

Reviewed & Checked by :

Submitted by:

MARIE CLAIRE C. BONGO Officer-In-Charge Planning and Development Section

MARLI ACOSTA-DE FIESTA Officer-In-Charge Planning and Design Division

Certified as to Availability of Funds:

ROBERTO R. MENDOZA Assistant General Manager, FAG

Approved for Project Implementation:

LEONARDO REY D. VASQUEZ General Manager

230071603.xls.ms_office

Page 7 of 44

Recommending Project Implementation:

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

1,829,464.00

Republic of the Philippines ZAMBOANGA CITY WATER DISTRICT Pilar Street, Zamboanga City Project Location Project Description Scope of Work:

Cost of Project

: PROPOSED REPLACEMENT OF MAYOR CESAR C. CLIMACO AVENUE PIPELINE Mayor Cesar C. Climaco Avenue, Zamboanga City : 743 Linear Meters Asphalt Overlay from Inter. of Gov. Alvarez St.-M.D. Jaldon St. to Inter. Don P. Lorenzo St.-Valderoza St. : Mobilization Restoration of 743 Linear Meters Asphalt Overlay Demobilization :

Php

1,485,189.00 BILL OF MATERIALS AND COST ESTIMATES

Item Description I. MOBILIZATION:

Qty.

Unit

Unit Cost

Cost 35,000.00

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 1 Air Compressor

0.5 day 0.5 day

1,500.00 1,500.00

750.00 750.00

1,500.00

Manpower : 2 Masons 6 Laborers

0.5 day 0.5 day

337.00 317.00

168.50 158.50

327.00

10,300.00 49.00 230.00 1,000.00

576,800.00 165,130.00 40,480.00 67,000.00

849,410.00

337.00 250.00

1,685.00 1,250.00

2,935.00

8,800.00 8,000.00 6,000.00 9,060.00

44,000.00 40,000.00 30,000.00 45,300.00

159,300.00

Item 310 (Bituminous Concrete Surface Course, 5-8% Asphalt) Materials: Asphalt SFO-Bunker Fuel Portland Cement Composite Aggregate

56 3370 176 67

drums liters bags cu.m

Manpower : 2 Masons 6 Laborers

5 days 5 days

Vehicle/Equipment: 1 Payloader 1 Pneumatic Roller 1 Asphalt Batching Plant 1 Dump truck

5 5 5 5

days days days days

TOTAL DIRECT COST OF ASPHALT OVERLAY

1,035,052.00

X. MOBILIZATION:

35,000.00

S U M M A R Y I. MOBILIZATION: II. ASPHALT OVERLAY : IX. DEMOBILIZATION SUB-TOTAL

OVERHEAD,CONTINGENCIES & MISCELLANEOUS CONTRACTOR'S PROFIT TAXES (12%)

TOTAL PROJECT COST

35,000.00 1,035,052.00 35,000.00 1,105,052.00

110,505.00 110,505.00 159,127.00

Php 1,485,189.00

Republic of the Philippines ZAMBOANGA CITY WATER DISTRICT Pilar Street, Zamboanga City Project : Location Project Description : Scope of Work

PROPOSED REPLACEMENT OF MAYOR JALDON STREET PIPELINE Mayor Jaldon Street, Zamboanga City 1,366 Linear Meters Asphalt Overlay from Inter. of Gov. Alvarez St.-to Inter. Gov. Camins Road

: Mobilization Restoration of 1,366 Linear Meters Asphalt Overlay Demobilization

Cost of Project

:

Php

2,690,091.00 BILL OF MATERIALS AND COST ESTIMATES

Item Description I. MOBILIZATION:

Qty.

Unit Unit Cost

Cost 35,000.00

II. ASPHALT OVERLAY : Materials: Item 302 (Bituminous Tack Coat)

3 drums

10,790.00

32,370.00

32,370.00

Vehicle/Equipment: 1 Asphalt Kettle w/ operator & fuel 1 Air Compressor 1 Service Vehicle

0.5 day 0.5 day 0.5 day

1,500.00 1,500.00 1,800.00

750.00 750.00 900.00

2,400.00

Manpower : 2 Masons 6 Laborers

0.5 day 0.5 day

337.00 317.00

168.50 158.50

327.00

10,300.00 49.00 230.00 1,000.00

1,102,100.00 304,045.00 74,290.00 124,000.00

1,604,435.00

337.00 250.00

3,033.00 2,250.00

5,283.00

8,800.00 8,000.00 6,000.00 9,060.00

79,200.00 72,000.00 54,000.00 81,540.00

Item 310 (Bituminous Concrete Surface Course, 5-8% Asphalt) Materials: Asphalt SFO-Bunker Fuel Portland Cement Composite Aggregate Manpower : 2 Masons 6 Laborers

107 6205 323 124

drums liters bags cu.m

9 days 9 days

Vehicle/Equipment: 1 Payloader w/operator 1 Pneumatic Roller 1 Asphalt Batching Plant 1 Dump truck TOTAL DIRECT COST OF ASPHALT OVERLAY

9 9 9 9

days days days days

III. DEMOBILIZATION:

286,740.00 1,931,555.00 35,000.00

S U M M A R Y I. MOBILIZATION: II. ASPHALT OVERLAY : III. DEMOBILIZATION: SUB-TOTAL

PRICE & PHYSICAL CONTINGENCIES CONTRACTOR'S PROFIT TAXES (12%)

TOTAL PROJECT COST

35,000.00 1,931,555.00 35,000.00 2,001,555.00

200,156.00 200,156.00

288,224.00 Php 2,690,091.00

Republic of the Philippines ZAMBOANGA CITY WATER DISTRICT Pilar Street, Zamboanga City Project : Location Project Description : Scope of Work

PROPOSED REPLACEMENT OF SAN JOSE ROAD PIPELINE San Jose Road, Zamboanga City 755 Linear Meters Asphalt Overlay from Junct. Don Basilio Navarro Street to Junct. Baliwasan Chico

: Mobilization Restoration of 755 Linear Meters Asphalt Overlay Demobilization

Cost of Project

:

Php

1,519,584.00 BILL OF MATERIALS AND COST ESTIMATES

Item Description I. MOBILIZATION:

Qty.

Unit Unit Cost

Cost 35,000.00

II. ASPHALT OVERLAY: Materials: Item 302 (Bituminous Tack Coat)

1 drum

10,790.00

10,790.00

10,790.00

Vehicle/Equipment: 1 Asphalt Kettle w/ operator & fuel 1 Air Compressor 1 Service Vehicle

0.5 day 0.5 day 0.5 day

1,500.00 1,500.00 1,800.00

750.00 750.00 900.00

2,400.00

Manpower : 2 Masons 6 Laborers

0.5 day 0.5 day

337.00 317.00

168.50 158.50

327.00

10,300.00 49.00 230.00 1,000.00

607,700.00 168,021.00 41,170.00 68,000.00

884,891.00

337.00 250.00

1,685.00 1,250.00

2,935.00

8,800.00 8,000.00 6,000.00 9,060.00

44,000.00 40,000.00 30,000.00 45,300.00

Item 310 (Bituminous Concrete Surface Course, 5-8% Asphalt) Materials: Asphalt SFO-Bunker Fuel Portland Cement Composite Aggregate Manpower : 2 Masons 6 Laborers

59 3429 179 68

drums liters bags cu.m

5 days 5 days

Vehicle/Equipment: 1 Payloader w/operator 1 Pneumatic Roller 1 Asphalt Batching Plant 1 Dump truck TOTAL DIRECT COST OF ASPHALT OVERLAY

5 5 5 5

days days days days

III. DEMOBILIZATION:

159,300.00 1,060,643.00 35,000.00

S U M M A R Y I. MOBILIZATION: II. ASPHALT OVERLAY: III. DEMOBILIZATION: SUB-TOTAL

PRICE & PHYSICAL CONTINGENCIES CONTRACTOR'S PROFIT TAXES (12%)

TOTAL PROJECT COST

35,000.00 1,060,643.00 35,000.00 1,130,643.00

113,064.00 113,064.00 162,813.00

Php 1,519,584.00

Republic of the Philippines ZAMBOANGA CITY WATER DISTRICT Pilar Street, Zamboanga City Project Location Project Description Scope of Work

Cost of Project

: PROPOSED REPLACEMENT OF DON PABLO LORENZO STREET PIPELINE Don Pablo Lorenzo Street, Zamboanga City : 451 Linear Meters Asphalt Overlay from PPA to Inter. Don P. Lorenzo St.-Saavedra St. : Mobilization Restoration of 451 Linear Meters Asphalt Overlay Demobilization :

Php

835,131.00 BILL OF MATERIAL AND COST ESTIMATES

Item Description I. MOBILIZATION:

Qty.

Unit Unit Cost

Cost 20,000.00

II. ASPHALT OVERLAY: Materials: Item 302 (Bituminous Tack Coat)

1 drum

10,790.00

10,790.00

10,790.00

Vehicle/Equipment: 1 Asphalt Kettle w/ operator & fuel 1 Air Compressor 1 Service Vehicle

0.5 day 0.5 day 0.5 day

1,500.00 1,500.00 1,800.00

750.00 750.00 900.00

2,400.00

Manpower : 2 Masons 6 Laborers

0.5 day 0.5 day

337.00 317.00

168.50 158.50

327.00

10,300.00 49.00 230.00 1,000.00

360,500.00 66,689.00 16,330.00 27,000.00

470,519.00

337.00 250.00

1,011.00 750.00

1,761.00

8,800.00 8,000.00 6,000.00 9,060.00

26,400.00 24,000.00 18,000.00 27,180.00

Item 310 (Bituminous Concrete Surface Course, 5-8% Asphalt) Materials: Asphalt SFO-Bunker Fuel Portland Cement Composite Aggregate Manpower : 2 Masons 6 Laborers

35 1361 71 27

drums liters bags cu.m

3 days 3 days

Vehicle/Equipment: 1 Payloader w/operator 1 Pneumatic Roller 1 Asphalt Batching Plant 1 Dump truck TOTAL DIRECT COST OF ASPHALT OVERLAY

3 3 3 3

days days days days

III. DEMOBILIZATION:

95,580.00 581,377.00 20,000.00

S U M M A R Y I. MOBILIZATION: II. ASPHALT OVERLAY: III. DEMOBILIZATION: SUB-TOTAL

PRICE & PHYSICAL CONTINGENCIES CONTRACTOR'S PROFIT TAXES (12%)

TOTAL PROJECT COST

20,000.00 581,377.00 20,000.00 621,377.00

62,138.00 62,138.00 89,478.00

Php 835,131.00

Republic of the Phi

ZAMBOANGA CITY WA

Pilar St., Zamboan

GANTT CHART

: : : :

PROJECT Location Project Cost Project Duration

PROPOSED REPLACEMENT OF MAYOR CESAR C. CLIMACO AVEN Mayor Cesar C. Climaco Avenue, Zamboanga City

Php4,875,948.00 60 WORKING DAYS

Particulars

Amounts

1 I. MOBILIZATION: II. PIPELINES & APPURTENANCES: A. LAYING OF 200mmØ PVC PIPELINE: B. HYDRO TESTING & DISINFECTION WORKS: C. VALVES & FITTINGS: III. BRIDGE CROSSING: IV. FIRE HYDRANTS: V. TRANSFER OF SERVICE CONNECTIONS CLUSTER TYPE: VI. STEEL WORKS (CLUSTER PROTECTOR): VII. CONCRETE CUTTING & DEMOLITION: VIII. VALVE BOXES: IX. BACKFILLING & CONCRETE RESTORATION: IX. DEMOBILIZATION

TOTAL PROJECT COST CASH OUTLAY REQUIREMENT TARGETED COMPLETION THIS PERIOD COMMULATIVE COMPLETION TO DATE Prepared by:

7

Php

20 3 8 5 3 20 20 17 17 22 8

Php Php Php Php Php Php Php Php Php Php Php

1,924,355.56 10,113.22 761,128.50 169,310.14 103,152.65 300,546.00 135,826.58 383,940.51 220,000.78 789,724.33 35,930.42

150

Php

4,875,948.00

41,918.83 #

Php99 20 20 Reviewed & Checked by:

FELIXBERTO R. CAARE, JR.

MARIE CLAIRE C. BONGO

Researcher/Analyst A (J.O.)

Officer-In-Charge Planning & Development Section

Recommending Approval for Project Implementation:

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

Republic of the Philippines

ZAMBOANGA CITY WATER DISTRICT Pilar St., Zamboanga City

R C. CLIMACO AVENUE PIPELINE

WORKING DAYS 15

30

45

60

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

#

Php992,338.94 20.35% 20.35%

#

# #

#

#

#

#

#

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#

Php2,057,309.09 42.19% 62.54%

Submitted by:

#

#

#

#

#

Php1,539,093.00 31.57% 94.11%

#

#

#

#

#

#

#

Php287,206.00 5.89% 100.00%

Approved by:

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

Approved for Project Implementation:

CARLOS L. PEREZ, SR. Officer-In-Charge Engineering Department

LEONARDO REY D. VASQUEZ General Manager

60

Php287,206.00 5.89% 100.00%

CARLOS L. PEREZ, SR.

Officer-In-Charge gineering Department

Republic of the Phi

ZAMBOANGA CITY WA

Pilar St., Zamboan

GANTT CHART

: : : :

PROJECT Location Project Cost Project Duration

PROPOSED REPLACEMENT OF MAYOR JALDON STREET PIPELINE Mayor Jaldon Street, Zamboanga City Php7,707,029.00 76 WORKING DAYS

Particulars

Amounts

I. MOBILIZATION: II. PIPELINES & APPURTENANCES: A. LAYING OF 200mmØ PVC PIPELINE: B. HYDRO TESTING & DISINFECTION WORKS: C. VALVES & FITTINGS: III. FIRE HYDRANTS: IV. TRANSFER OF SERVICE CONNECTIONS (CLUSTER TYPE): V. STEEL WORKS (CLUSTER PROTECTOR): VI. CONCRETE CUTTING & DEMOLITION: VII. VALVE BOXES: VIII. BACKFILLING & CONCRETE RESTORATION: IX. DEMOBILIZATION:

TOTAL PROJECT COST CASH OUTLAY REQUIREMENT TARGETED COMPLETION THIS PERIOD COMMULATIVE COMPLETION TO DATE Prepared by:

5

Php

36 6 14 6 40 40 24 20 29 6

Php Php Php Php Php Php Php Php Php Php

3,778,774.54 26,672.47 275,845.90 101,956.77 969,495.49 315,884.14 567,920.00 173,214.49 1,379,114.89 59,075.23

226

Php

7,707,029.00

59,075.23 #

Php

Reviewed & Checked by:

FELIXBERTO R. CAARE, JR.

MARIE CLAIRE C. BONGO

Researcher/Analyst A (J.O.)

Officer-In-Charge Planning & Development Section

Recommending Approval for Project Implementation:

ALEJO S. ROJAS, JR.

Assistant General Manager for Operations

Republic of the Philippines

ZAMBOANGA CITY WATER DISTRICT Pilar St., Zamboanga City

ON STREET PIPELINE

WORKING DAYS 19

38

57

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

#

#

#

#

#

#

#

#

Php1,908,182.72 24.76% 24.76%

#

#

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#

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#

#

#

#

#

#

#

#

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#

#

#

Php2,920,240.69 37.89% 62.65%

Submitted by:

Php1,976,365.00 25.64% 88.29% Approved by:

MARLI P. ACOSTA - DE FIESTA

CARLOS L. PEREZ, SR.

Officer-In-Charge Planning & Design Division

Officer-In-Charge Engineering Department

Approved for Project Implementation:

LEONARDO REY D. VASQUEZ

General Manager

7

76

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

6,365.00 64% 29%

CARLOS L. PEREZ, SR.

Officer-In-Charge gineering Department

Php902,241.00 11.71% 100.00%

Republic of the Phi

ZAMBOANGA CITY WA

Pilar St., Zamboan

GANTT CHART

: : : :

PROJECT Location Project Cost Project Duration

PROPOSED REPLACEMENT OF SAN JOSE ROAD PIPELINE San Jose Road, Zamboanga City Php5,489,587.00 68 WORKING DAYS

Particulars

Amounts

I. MOBILIZATION: II. PIPELINES & APPURTENANCES: A. LAYING OF 200mmØ PVC PIPELINE: B. HYDRO TESTING & DISINFECTION WORKS: C. VALVES & FITTINGS: III. FIRE HYDRANTS: IV. TRANSFER OF SERVICE CONNECTIONS CLUSTER TYPE: V. STEEL WORKS (CLUSTER PROTECTOR): VI. CONCRETE CUTTING & DEMOLITION: VII. VALVE BOXES: VIII. BACKFILLING & CONCRETE RESTORATION: IX. DEMOBILIZATION:

TOTAL PROJECT COST CASH OUTLAY REQUIREMENT TARGETED COMPLETION THIS PERIOD COMMULATIVE COMPLETION TO DATE Prepared by:

5

Php

20 3 5 5 50 40 14 15 25 6

Php Php Php Php Php Php Php Php Php Php

2,169,359.07 11,365.61 306,971.84 98,218.70 1,312,638.18 322,697.82 345,527.74 112,507.39 694,854.79 57,722.74

188

Php

5,489,587.00

57,722.74 #

Php1, 3 3 Reviewed & Checked by:

FELIXBERTO R. CAARE, JR.

MARIE CLAIRE C. BONGO

Researcher/Analyst A (J.O.)

Officer-In-Charge Planning & Development Section

Recommending Approval for Project Implementation:

ALEJO S. ROJAS, JR.

Assistant General Manager for Operations

Republic of the Philippines

ZAMBOANGA CITY WATER DISTRICT Pilar St., Zamboanga City

AD PIPELINE

WORKING DAYS 17

34

51

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

#

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Php1,816,770.61 33.09% 33.09%

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Php2,001,434.24 36.46% 69.55%

Submitted by:

Php918,798.00 16.74% 86.29%

Php42 7. 94

Approved by:

MARLI P. ACOSTA - DE FIESTA

CARLOS L. PEREZ, SR.

Officer-In-Charge Planning & Design Division

Officer-In-Charge Engineering Department

Approved for Project Implementation:

LEONARDO REY D. VASQUEZ

General Manager

68

#

#

#

#

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#

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Php429,886.00 7.83% 94.12%

CARLOS L. PEREZ, SR.

Officer-In-Charge gineering Department

Php5,166,888.85

Republic of the Philippines

ZAMBOANGA CITY WATER DISTRICT Pilar St., Zamboanga City

GANTT CHART

: : : :

PROJECT Location Project Cost Project Duration

PROPOSED REPLACEMENT OF DON PABLO LORENZO STREET PIPELINE Don Pablo Lorenzo Street, Zamboanga City Php1,829,464.00 1,829,464.00 1,819,653.08

46 WORKING DAYS

9,810.92

0.005391645 Particulars

WORKING DAYS

Amounts 23

46

I. MOBILIZATION: 7 Php 15,080.87 # # # # # # # II. PIPELINES & APPURTENANCES: A. LAYING OF 150mmØ PVC PIPELINE W/ PARTIAL BACKFILLING: 15 Php 527,121.81 ############### B. HYDRO TESTING & DISINFECTION WORKS: 3 Php 6,471.71 ### C. VALVES & FITTINGS: 10 Php 331,346.42 ########## III. FIRE HYDRANTS: 3 Php 144,460.70 ### IV. TRANSFER OF SERVICE CONNECTIONS (INDIVIDUAL TYPE TAPPED 8 Php ON SECONDARY 51,311.17 LINE): # # # # # # V. CONCRETE CUTTING & DEMOLITION: 6 Php 113,516.76 # # # # # # VI. VALVE BOXES: 13 Php 175,634.88 # # # # # # # # # # # # VII. BACKFILLING & CONCRETE RESTORATION: 15 Php 449,438.80 VIII. DEMOBILIZATION: 7 Php 15,080.87

TOTAL PROJECT COST CASH OUTLAY REQUIREMENT TARGETED COMPLETION THIS PERIOD COMMULATIVE COMPLETION TO DATE

87

Php

#

#

#

1,829,464.00 Php965,067.55 52.75% 52.75%

Prepared by:

Reviewed & Checked 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 Planning & Development Section

Officer-In-Charge Planning & Design Division

Officer-In-Charge Engineering Department

Recommending Project Implementation:

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

Submitted by:

Php850,886.08 46.51% 99.26% Approved by:

Approved for Project Implementation:

LEONARDO REY D. VASQUEZ General Manager

WORKING DAYS 46

###### Php850,886.08 46.51% 99.26%