Project : PROPOSED REPLACEMENT OF DON PABLO LORENZO STREET PIPELINE Location Don Pablo Lorenzo Street, Zamboanga City
Project Description : Installation of 451.00 Linear Meters, 150mmØ PVC Distribution Line & Appurtenances
from PPA to Inter. Don P. Lorenzo St.-Saavedra St. Scope of Work :
Mobilization
Supply & Installation of 150mmØ, 451.00 Linear Meters, PVC Distribution Line
Supply & Installation of 100mmØ, 2 - Units Fire Hydrants
Supply & Transfer of 7 unitsExisting 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
Cost of Project : 0.00
Qty. Unit Cost
I. MOBILIZATION: 15,000.00
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. 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 :
150mmØ C.I. Body Gate Valve, (NRS), F/F 9 pcs. 10,290.00 92,610.00
50mmØ C.I. Body Gate Valve, (NRS), F/F 1 pc. 4,444.00 4,444.00
200mmØ C.I. Sleeve Type Flexible Coupling, (Std.) 1 pc. 3,379.00 3,379.00
150mmØ C.I. Sleeve Type Flexible Coupling, (Std.) 9 pcs. 2,225.00 20,025.00
50mmØ C.I. Sleeve Type Flexible Coupling, (Std.) 7 pcs. 749.00 5,243.00
150mmØ C.I. Sleeve Type Flexible Coupling, (Spl.) (PVC-C.I.) 13 pcs. 3,420.00 44,460.00
50mmØ C.I. Sleeve Type Flexible Coupling, (Spl.) (PVC-C.I.) 1 pc. 800.00 800.00
150mmØ x 150mmØ C.I. Cross Tee, M/M 4 pcs. 6,618.00 26,472.00
200mmØ x 150mmØ C.I. Tee, M/F 1 pc. 4,442.00 4,442.00
150mmØ x 150mmØ C.I. Tee, M/F 7 pcs. 4,960.00 34,720.00
150mmØ x 50mmØ C.I. Tee, M/F 2 pcs. 3,899.00 7,798.00
150mmØ C.I. Adaptor, F/P 1 pc. 2,610.00 2,610.00
50mmØ C.I. Adaptor, F/P 1 pc. 2,835.00 2,835.00
150mmØ Mech. End Cap 1 pc. 1,985.00 1,985.00
200mmØ x 150mmØ PVC Reducer, Class 150, B/S with R.R. 1 pc. 786.50 786.50
150mmØ x 90o Long Sweep PVC Bend, Class 150, B/S with R.R. 1 pc. 2,500.00 2,500.00
150mmØ x 45o PVC Bend, Class 150, B/S with R.R. 17 pcs. 2,300.00 39,100.00
Thrust Block
Portland 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
ZAMBOANGA CITY WATER DISTRICT Pilar Street, Zamboanga City
1,829,464.00
Php 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 4,280.00
150mmØ 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
150mmØ 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
10mmØ x 6.00m Deformed Reinforcing Steel Bars 4 pcs. 122.00 488.00
#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 :
50mmØ C.I. Body Gate Valve, (NRS), F/F 2 pcs. 2,990.00 5,980.00
50mmØ x 6.00m G.I. Pipe, Sch. 40 1 pc. 1,940.00 1,940.00 50mmØ x 50mmØ G.I. Tee, Sch.40 29 pcs. 290.00 8,410.00 50mmØ x 90o G.I. Elbow, Sch. 40 4 pcs. 60.00 240.00 12mmØ x 90o G.I. Elbow, Sch. 40 58 pcs. 30.00 1,740.00 50mmØ x 12mm G.I. Bushing, Sch. 40 29 pcs. 80.00 2,320.00 50mmØ G.I. Nipple, Sch. 40 29 pcs. 110.00 3,190.00 12mmØ G.I. Nipple, Sch. 40 29 pcs. 20.00 580.00
12mmØ Brass Ball Valve 29 pcs. 430.00 12,470.00
12mmØ Brass Nipple ( Tail Piece) 58 pcs. 70.00 4,060.00
19mmØ x 12mmØ x 90o G.I. Reducing Elbow, Sch. 40 30 pcs. 30.00 900.00
19mmØ Brass Single Adaptor ( for P.E. tubing) ISO 29 pcs. 180.00 5,220.00
19mmØ 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
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 150mmØ 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
6 Contractual Laborers 12 days 250.00 18,000.00 30,132.00
c. Equipment Rental/Fuel/Oil & Lubricants:
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
12 Contractual Laborers 15 days 250.00 45,000.00 55,110.00
c. Equipment Rental/Fuel/Oil & Lubricants:
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
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 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 : PROPOSED REPLACEMENT OF DON PABLO LORENZO STREET PIPELINE Location Don Pablo Lorenzo Street, Zamboanga City
Project Description : Installation of 451.00 Linear Meters, 150mmØ PVC Distribution Line & Appurtenances
from PPA to Inter. Don P. Lorenzo St.-Saavedra St. Scope of Work :
Mobilization
Supply & Installation of 150mmØ, 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
Cost of Project : 0.00
Qty. Unit Cost
I. MOBILIZATION: 15,000.00
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. 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
c. Equipment Rental/Fuel/Oil & Lubricants:
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 :
150mmØ C.I. Body Gate Valve, (NRS), F/F 9 pcs. 10,290.00 92,610.00
50mmØ C.I. Body Gate Valve, (NRS), F/F 1 pc. 4,444.00 4,444.00
200mmØ C.I. Sleeve Type Flexible Coupling, (Std.) 1 pc. 3,379.00 3,379.00
150mmØ C.I. Sleeve Type Flexible Coupling, (Std.) 9 pcs. 2,225.00 20,025.00
50mmØ C.I. Sleeve Type Flexible Coupling, (Std.) 7 pcs. 749.00 5,243.00
150mmØ C.I. Sleeve Type Flexible Coupling, (Spl.) (PVC-C.I.) 13 pcs. 3,420.00 44,460.00
50mmØ C.I. Sleeve Type Flexible Coupling, (Spl.) (PVC-C.I.) 1 pc. 800.00 800.00
150mmØ x 150mmØ C.I. Cross Tee, M/M 4 pcs. 6,618.00 26,472.00
200mmØ x 150mmØ C.I. Tee, M/F 1 pc. 4,442.00 4,442.00
150mmØ x 150mmØ C.I. Tee, M/F 7 pcs. 4,960.00 34,720.00
150mmØ x 50mmØ C.I. Tee, M/F 2 pcs. 3,899.00 7,798.00
150mmØ C.I. Adaptor, F/P 1 pc. 2,610.00 2,610.00
50mmØ C.I. Adaptor, F/P 1 pc. 2,835.00 2,835.00
150mmØ Mech. End Cap 1 pc. 1,985.00 1,985.00
200mmØ x 150mmØ PVC Reducer, Class 150, B/S with R.R. 1 pc. 786.50 786.50
150mmØ x 90o Long Sweep PVC Bend, Class 150, B/S with R.R. 1 pc. 2,500.00 2,500.00
150mmØ x 45o PVC Bend, Class 150, B/S with R.R. 17 pcs. 2,300.00 39,100.00
Thrust Block
Portland 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
1,829,464.00 Php
BILL OF MATERIAL AND COST ESTIMATES Item Description
ZAMBOANGA CITY WATER DISTRICT Pilar Street, Zamboanga City
150mmØ 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
12mmØ x 6.00m Deformed Reinforcing Steel Bars 1 pcs. 219.00 219.00
10mmØ x 6.00m Deformed Reinforcing Steel Bars 4 pcs. 122.00 488.00
#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 :
50mmØ x 25mmØ C.I. Saddle Clamp w/Stainless Bolts, Nuts & Washers 1 pc. 670.00 670.00
50mmØ x 19mmØ C.I. Saddle Clamp w/Stainless Bolts, Nuts & Washers 11 pcs. 586.00 6,446.00
25mmØ Brass Corporation Cock, ISO 1 pc. 1,000.00 1,000.00
19mmØ Brass Corporation Cock, ISO 11 pcs. 519.00 5,709.00
25mmØ Brass Single Adaptor, Pack Joint/Clamp Type, ISO 1 pc. 386.00 386.00
19mmØ Brass Single Adaptor, Pack Joint/Clamp Type, ISO 11 pcs. 180.00 1,980.00
25mmØ x 12mmØ G.I. Coupling, Sch. 40 1 pc. 30.00 30.00
19mmØ x 12mmØ G.I. Reducer, Sch. 40 11 pcs. 25.00 275.00
25mmØ x 90o G.I. Elbow, Sch. 40 4 pcs. 30.00 120.00
12mmØ x 90o G.I. Elbow, Sch. 40 44 pcs. 25.00 1,100.00
25mmØ x 101mm G.I. Nipple, Sch. 40 (threaded both ends) 2 pcs. 30.00 60.00
12mmØ x 101mm G.I. Nipple, Sch. 40 (threaded both ends) 22 pcs. 25.00 550.00
25mmØ x 151mm G.I. Nipple, Sch. 40 (threaded both ends) 2 pcs. 35.00 70.00
12mmØ x 151mm G.I. Nipple, Sch. 40 (threaded both ends) 22 pcs. 30.00 660.00
25mmØ x 406mm G.I. Nipple, Sch. 40 (threaded both ends) 2 pcs. 55.00 110.00
12mmØ x 406mm G.I. Nipple, Sch. 40 (threaded both ends) 22 pcs. 50.00 1,100.00
25mmØ Brass Ball Valve 1 pc. 600.00 600.00
12mmØ Brass Ball Valve 11 pcs. 430.00 4,730.00
25mmØ Safety Valve (Key Type) 1 pc. 600.00 600.00
12mmØ Safety Valve (Key Type) 11 pcs. 430.00 4,730.00
25mmØ x 63mm Brass Nipple ( Tail Piece) 2 pcs. 80.00 160.00
12mmØ 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
19mmØ x 150.00m P.E. Tubing, SDR 11 1 roll 4,050.00 4,050.00
Portland Cement 5 bags 220.00 1,100.00
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
3 Contractual Laborers 6 days 317.00 5,706.00 10,098.00
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
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
150mmØ 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
4 Contractual Laborers 13 days 317.00 16,484.00 30,758.00
c. Equipment Rental/Fuel/Oil & Lubricants:
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:
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. 800.00 83,200.00 368,148.58
b. Labor:
2 Masons 15 days 366.00 10,980.00
10 Contractual Laborers 15 days 250.00 37,500.00 48,480.00
c. Equipment Rental/Fuel/Oil & Lubricants:
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
I. MOBILIZATION: 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 Engineering Department
Approved for Project Implementation:
LEONARDO REY D. VASQUEZ 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 FELIXBERTO R. CAARE, JR. MARIE CLAIRE C. BONGO
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
I. MOBILIZATION: 35,000.00
Republic of the Philippines ZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City
1,485,189.00 Php
BILL OF MATERIALS AND COST ESTIMATES Item Description
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
Portland Cement 176 bags 230.00 40,480.00
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
I. 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
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 :
Qty. Unit Unit Cost Cost
I. MOBILIZATION: 35,000.00
Republic of the Philippines ZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City
2,690,091.00 Php
BILL OF MATERIALS AND COST ESTIMATES Item Description
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 0.5 day 1,500.00 750.00
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
Item 310 (Bituminous Concrete Surface Course, 5-8% Asphalt) Materials:
Asphalt 107 drums 10,300.00 1,102,100.00
SFO-Bunker Fuel 6205 liters 49.00 304,045.00
Portland Cement 323 bags 230.00 74,290.00
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 Pneumatic Roller 9 days 8,000.00 72,000.00
1 Asphalt Batching Plant 9 days 6,000.00 54,000.00
1 Dump truck 9 days 9,060.00 81,540.00 286,740.00
TOTAL DIRECT COST OF ASPHALT OVERLAY 1,931,555.00
III. DEMOBILIZATION: 35,000.00
I. MOBILIZATION: 35,000.00
II. ASPHALT OVERLAY : 1,931,555.00
III. DEMOBILIZATION: 35,000.00
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
Project : PROPOSED REPLACEMENT OF SAN JOSE ROAD PIPELINE
Location San Jose Road, Zamboanga City
Project Description : 755 Linear Meters Asphalt Overlay
from Junct. Don Basilio Navarro Street to Junct. Baliwasan Chico Scope of Work :
Mobilization
Restoration of 755 Linear Meters Asphalt Overlay Demobilization
Cost of Project :
Qty. Unit Unit Cost Cost
I. MOBILIZATION: 35,000.00
Republic of the Philippines ZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City
1,519,584.00 Php
BILL OF MATERIALS AND COST ESTIMATES Item Description
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 0.5 day 1,500.00 750.00
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
Item 310 (Bituminous Concrete Surface Course, 5-8% Asphalt) Materials:
Asphalt 59 drums 10,300.00 607,700.00
SFO-Bunker Fuel 3429 liters 49.00 168,021.00
Portland Cement 179 bags 230.00 41,170.00
Composite Aggregate 68 cu.m 1,000.00 68,000.00 884,891.00
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 w/operator 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 1,060,643.00
III. DEMOBILIZATION: 35,000.00
I. MOBILIZATION: 35,000.00
II. ASPHALT OVERLAY: 1,060,643.00
III. DEMOBILIZATION: 35,000.00
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
Project : PROPOSED REPLACEMENT OF DON PABLO LORENZO STREET PIPELINE Location Don Pablo Lorenzo Street, Zamboanga City
Project Description : 451 Linear Meters Asphalt Overlay
from PPA to Inter. Don P. Lorenzo St.-Saavedra St. Scope of Work :
Mobilization
Restoration of 451 Linear Meters Asphalt Overlay Demobilization
Cost of Project :
Qty. Unit Unit Cost Cost
I. MOBILIZATION: 20,000.00
835,131.00 Php
BILL OF MATERIAL AND COST ESTIMATES Item Description
Republic of the Philippines ZAMBOANGA CITY WATER DISTRICT
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 0.5 day 1,500.00 750.00
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
Item 310 (Bituminous Concrete Surface Course, 5-8% Asphalt) Materials:
Asphalt 35 drums 10,300.00 360,500.00
SFO-Bunker Fuel 1361 liters 49.00 66,689.00
Portland Cement 71 bags 230.00 16,330.00
Composite Aggregate 27 cu.m 1,000.00 27,000.00 470,519.00
Manpower :
2 Masons 3 days 337.00 1,011.00
6 Laborers 3 days 250.00 750.00 1,761.00
Vehicle/Equipment:
1 Payloader w/operator 3 days 8,800.00 26,400.00
1 Pneumatic Roller 3 days 8,000.00 24,000.00
1 Asphalt Batching Plant 3 days 6,000.00 18,000.00
1 Dump truck 3 days 9,060.00 27,180.00 95,580.00
TOTAL DIRECT COST OF ASPHALT OVERLAY 581,377.00
III. DEMOBILIZATION: 20,000.00
I. MOBILIZATION: 20,000.00
II. ASPHALT OVERLAY: 581,377.00
III. DEMOBILIZATION: 20,000.00
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
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
#
II. PIPELINES & APPURTENANCES:
A. LAYING OF 200
mmØ 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:
135,826.58
Php
Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICT
Pilar St., Zamboanga City
GANTT CHART
Php4,875,948.00
Particulars
Amounts
WORKING DAYS
169,310.14
Php
15
103,152.65
Php
300,546.00
Php
383,940.51
Php
220,000.78
Php
789,724.33
Php
41,918.83
Php
1,924,355.56
Php
10,113.22
Php
761,128.50
Php
35,930.42
Php
4,875,948.00
Php
Php992,338.94
20.35%
20.35%
FELIXBERTO R. CAARE, JR.
MARIE CLAIRE C. BONGO
Researcher/Analyst A (J.O.)
Officer-In-Charge
Planning & Development Section
ALEJO S. ROJAS, JR.
PROPOSED REPLACEMENT OF MAYOR CESAR C. CLIMACO AVENUE PIPELINE
# # # # # #
# # # # # # # # # # # # # # # # # # # #
# # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # #Submitted by:
Approved by:
MARLI P. ACOSTA - DE FIESTA
Engineering Department
Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICT
Pilar St., Zamboanga City
WORKING DAYS
30
45
60
15
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
LEONARDO REY D. VASQUEZ
General Manager
Engineering Department
Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICT
Pilar St., Zamboanga City
WORKING DAYS
60
Php287,206.00
5.89%
100.00%
CARLOS L. PEREZ, SR.
Officer-In-Charge
PROJECT
:
PROPOSED REPLACEMENT OF MAYOR JALDON STREET PIPELINE
Location
:
Mayor Jaldon Street, Zamboanga City
Project Cost
:
Project Duration
:
76 WORKING DAYS
I. MOBILIZATION:
5
#
II. PIPELINES & APPURTENANCES:
A. LAYING OF 200mmØ PVC PIPELINE:
36
B. HYDRO TESTING & DISINFECTION WORKS:
6
C. VALVES & FITTINGS:
14
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
TOTAL PROJECT COST
226
CASH OUTLAY REQUIREMENT
TARGETED COMPLETION THIS PERIOD
COMMULATIVE COMPLETION TO DATE
Prepared by:
Reviewed & Checked by:
Approved for Project Implementation:
Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICT
Pilar St., Zamboanga City
GANTT CHART
315,884.14
Php
275,845.90
Php
101,956.77
Php
969,495.49
Php
Php7,707,029.00
Particulars
Amounts
WORKING DAYS
19
59,075.23
Php
3,778,774.54
Php
26,672.47
Php
567,920.00
Php
173,214.49
Php
1,379,114.89
Php
59,075.23
Php
7,707,029.00
Php
Php1,908,182.72
24.76%
24.76%
FELIXBERTO R. CAARE, JR.
MARIE CLAIRE C. BONGO
Researcher/Analyst A (J.O.)
Officer-In-Charge
Planning & Development Section
Recommending Approval for Project Implementation:
PROPOSED REPLACEMENT OF MAYOR JALDON STREET PIPELINE
# # # #
# # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # #
# #
# #
# #
# # # #
# # # #
# # # # # #
# # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # #Submitted by:
Approved by:
MARLI P. ACOSTA - DE FIESTA
Engineering Department
Approved for Project Implementation:
LEONARDO REY D. VASQUEZ
Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICT
Pilar St., Zamboanga City
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%
CARLOS L. PEREZ, SR.
Officer-In-Charge
Officer-In-Charge
# # # # # # # # # # # # # # # # # # # # # #
Engineering Department
Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICT
Pilar St., Zamboanga City
WORKING DAYS
57
76
Php1,976,365.00
Php902,241.00
25.64%
11.71%
88.29%
100.00%
CARLOS L. PEREZ, SR.
Officer-In-Charge
PROJECT
:
PROPOSED REPLACEMENT OF SAN JOSE ROAD PIPELINE
Location
:
San Jose Road, Zamboanga City
Project Cost
:
Project Duration
:
68 WORKING DAYS
I. MOBILIZATION:
5
#
II. PIPELINES & APPURTENANCES:
A. LAYING OF 200mmØ PVC PIPELINE:
20
B. HYDRO TESTING & DISINFECTION WORKS:
3
C. VALVES & FITTINGS:
5
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
TOTAL PROJECT COST
188
CASH OUTLAY REQUIREMENT
TARGETED COMPLETION THIS PERIOD
COMMULATIVE COMPLETION TO DATE
Prepared by:
Reviewed & Checked by:
Approved for Project Implementation:
322,697.82
Php
Php1,816,770.61
33.09%
33.09%
Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICT
17
WORKING DAYS
Pilar St., Zamboanga City
GANTT CHART
Php5,489,587.00
Particulars
Amounts
57,722.74
Php
2,169,359.07
Php
694,854.79
Php
57,722.74
Php
5,489,587.00
Php
11,365.61
Php
306,971.84
Php
98,218.70
Php
1,312,638.18
Php
345,527.74
Php
112,507.39
Php
FELIXBERTO R. CAARE, JR.
MARIE CLAIRE C. BONGO
Recommending Approval for Project Implementation:
ALEJO S. ROJAS, JR.
Researcher/Analyst A (J.O.)
Officer-In-Charge
PROPOSED REPLACEMENT OF SAN JOSE ROAD PIPELINE
# # # #
# # # # # # # # # # # # # # # # # # # #
# # #
# # # # #
# # # # #
# # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # #Submitted by:
Approved by:
MARLI P. ACOSTA - DE FIESTA
Engineering Department
Approved for Project Implementation:
LEONARDO REY D. VASQUEZ
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%
Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICT
17
34
51
68
WORKING DAYS
Pilar St., Zamboanga City
86.29%
94.12%
CARLOS L. PEREZ, SR.
Officer-In-Charge
Officer-In-Charge
# # # # # # # # # # # # # # # # # #