Post on 13-May-2020
PROJECT : PROPOSED DRINKING FOUNTAIN AT CESAR C. CLIMACO ABONG-ABONG FREEDOM PARKLocation : Abong-abong Park, Zamboanga City
Project Cost :
Project Duration : THIRTY-EIGHT (38) Calendar Days
Manpower Requirements : 22 Manpower (1-Construction Foreman/Engineering Assistant, 12-Laborers, 1-Steelman, 2-Carpenters, 1-Plumber, 1-Operator, 1-Mason, 1-Painter, 1-Pipefitter & 1-Welder)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
I. MOBILIZATION/DEMOBILIZATION 3,650.58Php 0.64% # # # #
II. PERMIT/FEES 212.00Php 0.04% # # # # #
III. PUBLIC SAFETY 30,675.50Php 5.37% # # # # # #IV. HAULING OF MATERIALS 62,798.13Php 10.99% # # # #V. LAY-OUT AND EXCAVATION 1,482.58Php 0.26% ##VI. REINFORCING STEEL BAR 536.70Php 0.09%
VII. CONCRETING WORKS 5,798.11Php 1.01%
VIII. MASONRY WORKS 10,478.31Php 1.83%
IX. SUPPLY AND INSTALLATION OF DRINKING FOUNTAIN 34,298.88Php 6.00%
X. PLUMBING WORKS 7,332.04Php 1.28%
XI. CONCRETE CUTTING & BREAKING 16,262.97Php 2.85% # #XII. PIPELAYING WORKS 207,452.36Php 36.29% # # # # # # # # # # # # # #
1. Trenching and Excavation
2. Laying of 50mm.Ø PE Pipe, SDR-11
3. Initial Backfilling
XIII. CONCRETE RESTORATION 6,887.06Php 1.20%
XIV. VALVES/FITTINGS & INTERCONNECTION WORKS 29,277.47Php 5.12%
XV. HYDROTESTING AND DISINFECTION WORKS 17,396.29Php 3.04%
XVI. FINAL BACKFILLING AND COMPACTION 42,438.37Php 7.42%XVII. BRIDGE CROSSING 94,642.50Php 16.56% #
TOTAL PROJECT COST 571,619.85Php 100%
CASH OUTLAY REQUIREMENT
TARGETED COMPLETION THIS PERIOD
COMMULATIVE COMPLETION TO DATE
Prepared by: Checked & Reviewed by: Submitted by: Approved by:
FELIXBERTO R. CAARE, JR. EDITO M. BAUTISTA, JR. MARLI ACOSTA - DE FIESTA EFREN C. SALVACION
Researcher/ Analyst A (J.O.) Officer-In-Charge Concurrent Officer-In-Charge Concurrent Officer-In-Charge
Planning & Development Section Planning & Development Section Planning & Design Division
Recommending Project Implementation: Approved for Project Implementation:
ARNULFO A. ALFONSO LEONARDO REY D. VASQUEZ
Assistant General Manager General Manager
Technical Services Group
Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICT
Pilar St., Zamboanga City
GANTT CHART
571,619.85Php
Work Item Amount % Perfected
252,917.84
44.25%
44.25%
Eng'g & Construction/Environment & Water
C A L E N D A R D A Y S
318,702.01
55.75%
100.00%
22 Manpower (1-Construction Foreman/Engineering Assistant, 12-Laborers, 1-Steelman, 2-Carpenters, 1-Plumber, 1-Operator, 1-Mason, 1-Painter, 1-Pipefitter & 1-Welder)
25 26 27 28 29 30 31 32 33 34 35 36 37 38
#
## #
# ##
# #
##
# # ## # # # #
# # # #
C A L E N D A R D A Y S
318,702.01
55.75%
100.00%
PROJECT : PROPOSED DRINKING FOUNTAIN AT MARIA CLARA JARDINLocation : Fr. Eosebio Road, Pasonanca, Zamboanga City
Project Cost :
Project Duration : NINETEEN (19) Calendar Days
Manpower Requirements : 10 Manpower (1-Construction Foreman/Engineering Assistant, 4-Laborers, 1-Steelman, 1-Carpenter, 1-Plumber, 1-Operator, & 1-Mason)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
I. MOBILIZATION/DEMOBILIZATION 1,025.37Php 0.62% # # # # #
II. PERMIT/FEES 432.00Php 0.26% # # # # #
III. HAULING OF MATERIALS 31,399.07Php 18.91% # #IV. LAY-OUT AND EXCAVATION 1,482.58Php 0.89% #V. REINFORCING STEEL BAR 536.70Php 0.32% ##VI. CONCRETING WORKS 5,798.00Php 3.49% # #
VII. MASONRY WORKS 10,478.31Php 6.31% # #VIII. SUPPLY AND INSTALLATION OF DRINKING FOUNTAIN 34,298.88Php 20.65% #IX. PLUMBING WORKS 19,247.00Php 11.59% #X. CONCRETE CUTTING & BREAKING 31,904.40Php 19.21% # # #XI. ASPHALT CUTTING & BREAKING 8,816.04Php 5.31% #XII. CONCRETE RESTORATION 16,562.85Php 9.97% #XIII. ASPHALT RESTORATION 4,091.02Php 2.46% #
TOTAL PROJECT COST 166,072.22Php 100%
CASH OUTLAY REQUIREMENT
TARGETED COMPLETION THIS PERIOD
COMMULATIVE COMPLETION TO DATE
Prepared by: Checked & Reviewed by: Submitted by: Approved by:
FELIXBERTO R. CAARE, JR. EDITO M. BAUTISTA, JR. MARLI ACOSTA - DE FIESTA EFREN C. SALVACION
Researcher/ Analyst A (J.O.) Officer-In-Charge Concurrent Officer-In-Charge Concurrent Officer-In-Charge
Planning & Development Section Planning & Development Section Planning & Design Division
Recommending Project Implementation: Approved for Project Implementation:
ARNULFO A. ALFONSO LEONARDO REY D. VASQUEZ
Assistant General Manager General Manager
Technical Services Group
Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICT
Pilar St., Zamboanga City
GANTT CHART
166,072.22Php
Work Item Amount % Perfected
Eng'g & Construction/Environment & Water
C A L E N D A R D A Y S
166,072.22
100.00%
100.00%
PROJECT : PROPOSED DRINKING FOUNTAIN AT PASEO DEL MARLocation : N.S. Valderroza St., Zamboanga City
Project Cost :
Project Duration : SEVENTEEN (17) Calendar Days
Manpower Requirements : 10 Manpower (1-Construction Foreman/Engineering Assistant, 4-Laborers, 1-Steelman, 1-Carpenter, 1-Plumber, 1-Operator, & 1-Mason)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
I. MOBILIZATION/DEMOBILIZATION 623.64Php 0.55% # # # # #
II. PERMIT/FEES 116.93Php 0.10% # # # # #
III. HAULING OF MATERIALS 31,399.07Php 27.75% # #IV. LAY-OUT AND EXCAVATION 1,482.58Php 1.31% #V. REINFORCING STEEL BAR 536.70Php 0.47% ##VI. CONCRETING WORKS 5,798.00Php 5.12% # #
VII. MASONRY WORKS 10,478.31Php 9.26% # #VIII. SUPPLY AND INSTALLATION OF DRINKING FOUNTAIN 34,298.88Php 30.31% #IX. PLUMBING WORKS 8,253.17Php 7.29% #X. CONCRETE CUTTING & BREAKING 15,952.20Php 14.10% # #XI. CONCRETE RESTORATION 4,223.70Php 3.73% #
TOTAL PROJECT COST 113,163.18Php 100%
CASH OUTLAY REQUIREMENT
TARGETED COMPLETION THIS PERIOD
COMMULATIVE COMPLETION TO DATE
Prepared by: Checked & Reviewed by: Submitted by: Approved by:
FELIXBERTO R. CAARE, JR. EDITO M. BAUTISTA, JR. MARLI ACOSTA - DE FIESTA EFREN C. SALVACION
Researcher/ Analyst A (J.O.) Officer-In-Charge Concurrent Officer-In-Charge Concurrent Officer-In-Charge
Planning & Development Section Planning & Development Section Planning & Design Division
Recommending Project Implementation: Approved for Project Implementation:
ARNULFO A. ALFONSO LEONARDO REY D. VASQUEZ
Assistant General Manager General Manager
Technical Services Group
100.00%
100.00%
Eng'g & Construction/Environment & Water
Resources Department
Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICT
Pilar St., Zamboanga City
GANTT CHART
113,163.18Php
Work Item Amount % PerfectedC A L E N D A R D A Y S
113,163.18
Project: PROPOSED DRINKING FOUNTAIN AT CESAR C. CLIMACO ABONG-ABONG FREEDOM PARKLocation: Abong-abong Park, Zamboanga City
Project Description:
Construction and installation of 1.6mm. Thk. Stainless Steel Drinking Fountain w/ concrete pad and wall protection.
Pipelaying of 521.80 Linear Meters - 50mm.Ø P.E Tubing, SDR-11 Pipeline
Bridge Crossing of 46.70 Linear Meters - 50mm.Ø G.I, ASTM A53-90A Heavy Gauge Standard, Pipeline
Scope of Works:
a. Excavation Works
b. Plumbing Works
c. Steel Works
d. Concreting Works
e. Masonry Works
f. Pipelaying Works
g. Installation of Drinking Foutain
Cost of Project: Php571,619.85
ITEM
NO.UNIT QTY. UNIT COST AMOUNT
I. lot 1 3,650.58 3,650.58
3,650.58
DIRECT COST 3,650.58
II.
Excavation Permit sq.m. 5.30 40.00 212.00
212.00
DIRECT COST 212.00
III.
A. Materials:
Wooden A- Frame Barricades (40 Sets)
12mm thk x 1.20m x 2.40m Ordinary Plywood shts. 5 589.00 2,945.00
60 pcs. - 2" x 2" x 10' Coco Lumber bd.ft. 333 20.00 6,660.00
2" C.W. Nail kgs. 5 45.00 225.00
4" C.W. Nail kgs. 5 42.30 211.50
Gloss Latex Paint (Black) gals. 5 640.00 3,200.00
Gloss Latex Paint (Caterpillar Yellow) gals. 5 640.00 3,200.00
Baby Roller w/ Tray pc. 1 98.00 98.00
1/4" Lettering Brush pc. 1 250.00 250.00
1/2" Lettering Brush pc. 1 350.00 350.00
2" Paint Brush pcs. 2 30.00 60.00
3" Width Reflectorized Sticker ln.ft. 100 35.00 3,500.00
3" Paint Brush pcs. 1 40.00 40.00
Pole Barricade
Portland Cement bags 2 250.00 500.00
Washed Sand bags 4 30.00 120.00
Gravel (G-1) bags 6 30.00 180.00
14pcs. - 2" x 2" x 10' Coco Lumber bd.ft. 47 20.00 940.00
22,479.50
B. Labor:
2 - Carpenter days 6 366.00 4,392.00
2 - Laborers days 6 317.00 3,804.00
8,196.00
DIRECT COST 30,675.50
IV.
A. Equipment Rental:
1 - Dump Truck days 4 10,816.00 43,264.00
43,264.00
B. Labor:
Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City
D E S C R I P T I O N
MOBILIZATION/DEMOBILIZATION
HAULING OF MATERIALS
PUBLIC SAFETY
PERMIT/FEES
5/27Pricelist Database as of March, 2014
Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012
4 - Laborers days 4 317.00 5,072.00
5,072.00
DIRECT COST 48,336.00
V. 0.12 cu.m.
A. Materials:
4pcs. - 2" x 2" x 10' Coco Lumber bd.ft. 13 20.00 260.00
2pcs. - 2" x 4" x 8' Coco Lumber bd.ft. 11 20.00 220.00
4" C.W. Nail kg. 0.50 42.30 21.15
Nylon Chord roll 1 140.00 140.00
641.15
B. Labor:
1 - Carpenter day 0.50 366.00 183.00
LAY-OUT AND EXCAVATION
6/27Pricelist Database as of March, 2014
Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012
2 - Laborers day 0.50 317.00 317.00
500.00
DIRECT COST 1,141.15
VI. REINFORCING STEEL BAR 7.39 kgs.
A. Materials:
10mm.Ø x 6.00m. Def. Reinforcing Steel Bar pcs. 2 129.00 258.00
#16 G.I. Tie-wire kg. 1 62.50 62.50
Hacksaw Blade pc. 1 56.00 56.00
376.50
B. Labor:
1 - Steelman day 0.10 366.00 36.60
36.60
DIRECT COST 413.10
VII. CONCRETING WORKS 0.2 cu.m.
A. Materials:
Portland Cement bags 2 250.00 500.00
Washed Sand cu.m. 0.1 1,000.00 100.00
Gravel (G-1) cu.m. 0.2 1,000.00 200.00
12mm. Thk. x 1.20m. x 2.40m. Ordinary Plywood sht. 1 589.00 589.00
6pcs. - 2" x 2" x 8' Coco Lumber bd.ft. 16 20.00 320.00
2" C.W. Nail kg. 0.25 45.00 11.25
4" C.W. Nail kg. 0.25 42.30 10.58
1,730.83
B. Labor:
1 - Mason days 2 366.00 732.00
1 - Carpenter days 2 366.00 732.00
2 - Laborers days 2 317.00 1,268.00
2,732.00
DIRECT COST 4,462.83
VIII. MASONRY WORKS 2.44 sq.m.
1. TILE INSTALLATION (at wall, both side)
A. Materials:
4"Ø Grinding Wheel pc. 1 135.00 135.00
19mm. Thk. x 600mm. x 600mm. Marble Tiles pcs. 6 900.00 5,400.00
Tile Adhesive (25kg/bag) pcs. 1 278.00 278.00
5,813.00
B. Labor:
1 - Mason day 1 366.00 366.00
1 - Laborer day 1 317.00 317.00
683.00
C. Equipment Rental:
1 - Unit Angular Grinder day 1 300.00 300.00
300.00
2. PEBBLE WASHOUT INSTALLATION (at pad)
A. Materials:
6mm.Ø Dark Gray Pebbles bags 2 473.00 946.00
Portland Cement bags 1 250.00 250.00
1,196.00
B. Labor:
1 - Mason day 0.20 366.00 73.20
73.20
DIRECT COST 8,065.20
IX. SUPPLY AND INSTALLATION OF DRINKING FOUNTAIN
A. Labor & Materials:
1.6mm. Thk. Stainless Steel Water Drinking Fountain w/: unit 1 26,400.00 26,400.00
a. Stainless Steel Basket Strainer
b. Push Button Polished Stainless Steel Bubbler Valve, Drinking Fountain Faucet w/
a 3/8"Ø or 10mm.Ø IPS inlet connectionc. complete cold water pipeline and fittings
d. complete sanitary pipe and fittings for drain
e. Complete w/ fixing brackets
f. 1.6mm. Thk. Stainless Steel Shroud
7/27Pricelist Database as of March, 2014
Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012
Note: Provide fastener to in place the Stainless Steel Water Drinking Fountain to wall & pad
26,400.00
DIRECT COST 26,400.00
X. PLUMBING WORKS
1. DRAINAGE (tap at existing drainage system)
A. Materials:
50mmØ x 3.00m. PVC Sanitary Pipe, S-1,000 pcs. 3 384.00 1,152.00
50mm.Ø PVC Sanitary Coupling, S-1,000 pcs. 2 16.00 32.00
PVC Cement Solvent (100ml/can) can 1 103.00 103.00
1,287.00
8/27Pricelist Database as of March, 2014
Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012
B. Labor:
1 - Plumber day 0.50 366.00 183.00
183.00
2. Water Supply Tapping (tap at proposed water pipeline distribution)
50mm.Ø Brass Single Adaptor, Pack Joint/Clamp Type pc. 1 654.00 654.00
50mm.Ø x 25mm.Ø G.I. Reducer, ANSI B16.3 Class 150 - Standard pc. 1 320.00 320.00
25mm.Ø x 75mm. G.I. Nipple, ASTM A53-90A Heavy Gauge Standard pc. 1 25.00 25.00
25mm.Ø x 12mm.Ø G.I. Reducer, ANSI B16.3 Class 150 - Standard pc. 1 31.00 31.00
12mm.Ø x 152mm. G.I. Nipple, ASTM A53-90A Heavy Gauge Standard pcs. 2 33.00 66.00
12mm.Ø x 406mm. G.I. Nipple, ASTM A53-90A Heavy Gauge Standard pcs. 2 77.00 154.00
12mm.Ø x 90o G.I. Elbow, ANSI B16.3 Class 150 - Standard pcs. 5 23.00 115.00
12mm.Ø Safety Valve pc. 1 142.00 142.00
12mm.Ø x 101mm. G.I. Nipple, ASTM A53-90A Heavy Gauge Standard pcs. 2 21.00 42.00
25mm. Teflon Tape rolls 2 37.25 74.50
12mm.Ø x 63mm. Brass Tail Piece pcs. 2 341.00 682.00
12mm.Ø Brass Ball Valve pc. 1 159.00 159.00
12mm.Ø G.I. Union Pataent, ANSI B16.3 Class 150 - Standard pc. 1 51.00 51.00
12mm.Ø Water Meter pc. 1 975.00 975.00
3,490.50
B. Labor:
1 - Plumber day 1 366.00 366.00
1 - Laborer day 1 317.00 317.00
683.00
DIRECT COST 5,643.50
XI. CONCRETE CUTTING & BREAKING 30 ln.m.
1. Concrete Cutting
A. Labor:
1 - Operator day 0.60 317.00 190.20
1 - Laborer day 0.60 317.00 190.20
380.40
B. Fuel/Equipment Rental:
1 - Concrete Cutter day 0.60 1,758.00 1,054.80
Premium Gasoline liters 2 48.50 97.00
1,151.80
2. Concrete Breaking
A. Fuel/Equipment Rental:
1 - Concrete Breaker w/ Compressor day 1 9,514.48 9,514.48
Diesel Fuel liters 18 46.50 837.00
10,351.48
B. Labor:
1 - Operator day 1.00 317.00 317.00
1 - Laborer day 1.00 317.00 317.00
634.00
DIRECT COST 12,517.68
XII. PIPELAYING WORKS 522 ln.m.
1. Trenching and Excavation
A. Labor:
1 - Pipefitter days 14 341.00 4,774.00
12 - Laborer days 14 317.00 53,256.00
58,030.00
2. Laying of 50mm.Ø PE Pipe, SDR-11
A. Materials:
50mm.Ø x 60.00m. P.E. Tubing, SDR-11 rolls 9 8,170.00 73,530.00
50mm.Ø C.I. Sleeve Type Flexible Coupling, Std. (P.E.) pcs. 8 939.00 7,512.00
81,042.00
B. Labor:
1 - Pipefitter day 3 317.00 951.00
12 - Laborer day 3 317.00 11,412.00
12,363.00
3. Initial Backfilling
A. Labor:
1 - Pipefitter day 2 317.00 634.00
12 - Laborers day 2 317.00 7,608.00
8,242.00
9/27Pricelist Database as of March, 2014
Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012
DIRECT COST 159,677.00
XIII. CONCRETE RESTORATION 1.06 cu.m.
A. Materials
Portland Cement bags 11 250.00 2,750.00
Washed Sand cu.m. 0.6 1,000.00 600.00
Gravel (G-1) cu.m. 1 1,000.00 1,000.00
4,350.00
B. Labor:
1 - Mason day 1 317.00 317.00
2 - Laborers day 1 317.00 634.00
951.00
DIRECT COST 5,301.00
10/27Pricelist Database as of March, 2014
Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012
XIV. VALVES/FITTINGS & INTERCONNECTION WORKS
A. Materials
100mm.Ø x 50mm.Ø C.I. Tee, M/F, Flange End in accordance w/ ANSI B16.1
Class 125
pc. 1 5,455.00 5,455.00
100mm.Ø C.I. Sleeve Type Flexible Coupling, Std. (PVC) pc. 1 1,939.00 1,939.00
50mm.Ø C.I. Body Gate Valve, NRS, PN16, F/F, Flange End in accordance w/ ANSI
B16.1 Class 125
pc. 1 3,782.00 3,782.00
16mm.Ø x 75mm. Hex. Head Stainless Steel Bolts, w/ Nut & Washer pcs. 8 102.00 816.00
6mm. Thk. Rubber Gasket kgs. 8 140.00 1,120.00
50mm.Ø C.I. Adaptor, F/P, Flange End in accordance w/ ANSI B16.1 Class 125 pc. 1 1,126.00 1,126.00
50mm.Ø C.I. Sleeve Type Flexible Coupling, Std. (PE) pc. 1 939.00 939.00
150mm.Ø C.I. Valve Box Cover pc. 1 913.00 913.00
150mm.Ø x 6.00m. PVC Pipe, Class 150, B/S w/ R.R. pc. 1 4,340.00 4,340.00
12mm.Ø x 6.00m. Def. Reinforcing Steel Bar pc. 1 214.00 214.00
Portland Cement bag 1 250.00 250.00
Washed Sand cu.m. 0.10 1,000.00 100.00
Gravel (G-1) cu.m. 0.20 1,000.00 200.00
21,194.00
B. Labor:
1 - Pipefitter day 1 341.00 341.00
1 - Mason day 1 366.00 366.00
2 - Laborers day 1 317.00 634.00
1,341.00
DIRECT COST 22,535.00
XV. HYDROTESTING AND DISINFECTION WORKS 569 ln.m.
A. Materials
50mm.Ø C.I. Mechanical End Cap pcs. 2 1,120.00 2,240.00
50mm.Ø x 19mm.Ø C.I. Saddle Clamp, w/ Stainless Bolts, w/ Nut & Washer w/
Rubber
pcs. 2 278.00 556.00
19mm.Ø G.I. End Plug (ANSI B16.3 Class 150 - Standard) pcs. 2 19.00 38.00
19mm.Ø Brass Corporation Cock, ISO pcs. 2 237.00 474.00
19mm.Ø P.E. Pipe Tubing, SDR-11 ln.m. 20 45.00 900.00
Portable Water cu.m. 12 54.00 648.00
Chlorine Granules kgs. 0.5 250.00 125.00
4,981.00
B. Labor:
1 - Pipefitter day 3 341.00 1,023.00
4 - Laborers day 3 317.00 3,804.00
4,827.00
C. Fuel/Equipment Rental:
1 - Unit Hydrotesting Machine days 3 1,000.00 3,000.00
Premium Gasoline liters 12 48.50 582.00
3,582.00
DIRECT COST 13,390.00
XVI. FINAL BACKFILLING AND COMPACTION 522 ln.m.
A. Labor:
1 - Pipefitter day 5 341.00 1,705.00
12 - Laborers day 5 317.00 19,020.00
20,725.00
B. Fuel/Equipment Rental:
2 - Units Tamper Rammer days 5 1,000.00 10,000.00
Premium Gasoline liters 40 48.50 1,940.00
11,940.00
DIRECT COST 32,665.00
XVII. BRIDGE CROSSING
A. Materials
50mm.Ø x 6.00m. G.I. Pipe, ASTM A53-90A Heavy Gauge Standard pcs. 8 2,850.00 22,800.00
50mm.Ø G.I. Coupling, ANSI B16.3, Class 150 - Standard pcs. 7 104.00 728.00
25mm. Teflon Tape rolls 15 37.25 558.75
50mm.Ø x 45o G.I. Bend, ANSI B16.3, Class 150 - Standard pcs. 8 231.00 1,848.00
12mm.Ø x 6.00m. Plain Round Bar pcs. 22 245.00 5,390.00
6mm. Thk . 50mm. X 6.00m. Flat Bar pcs. 2 690.00 1,380.00
12mm.Ø x 150mm. G.I. Bolt Heavy Duty w/ Nut & Washer pcs. 96 45.00 4,320.00
50mm.Ø C.I. Sleeve Type Flexible Coupling, Spl. (P.E.-G.I.) pcs. 2 1,853.00 3,706.00
11/27Pricelist Database as of March, 2014
Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012
Metal Primer Paint gals. 2 427.00 854.00
Quick Dry Enamel Paint, Blue gals. 2 607.00 1,214.00
2" Paint Brush pcs. 2 30.00 60.00
Paint Thinner gal. 1 256.00 256.00
Hacksaw Blade pcs. 3 56.00 168.00
4"Ø Grinding Wheel pcs. 2 135.00 270.00
6011 Welding Rod kg. 1 144.00 144.00
Portland Cement bag 1 250.00 250.00
Washed Sand cu.m. 0.10 1,000.00 100.00
Gravel (G-1) cu.m. 0.20 1,000.00 200.00
44,246.75
B. Labor:
1 - Pipefitter days 5 341.00 1,705.00
1 - Welder days 5 317.00 1,585.00
12/27Pricelist Database as of March, 2014
Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012
1 - Painter days 5 366.00 1,830.00
4 - Laborer days 5 317.00 6,340.00
11,460.00
C. Fuel/Equipment Rental:
1 - Unit Angular Grinder days 5 300.00 1,500.00
1 - Unit Welding Machine days 5 3,128.00 15,640.00
17,140.00
DIRECT COST 72,846.75
I. MOBILIZATION/DEMOBILIZATION 3,650.58PhP
II. PERMIT/FEES 212.00PhP
III. PUBLIC SAFETY 30,675.50PhP
IV. HAULING OF MATERIALS 48,336.00PhP
V. LAY-OUT AND EXCAVATION 1,141.15PhP
VI. REINFORCING STEEL BAR 413.10PhP
VII. CONCRETING WORKS 4,462.83PhP
VIII. MASONRY WORKS 8,065.20PhP
IX. SUPPLY AND INSTALLATION OF DRINKING FOUNTAIN 26,400.00PhP
X. PLUMBING WORKS 5,643.50PhP
XI. CONCRETE CUTTING & BREAKING 12,517.68PhP
XII. PIPELAYING WORKS 159,677.00PhP
XIII. CONCRETE RESTORATION 5,301.00PhP
XIV. VALVES/FITTINGS & INTERCONNECTION WORKS 22,535.00PhP
XV. HYDROTESTING AND DISINFECTION WORKS 13,390.00PhP
XVI. FINAL BACKFILLING AND COMPACTION 32,665.00PhP
XVII. BRIDGE CROSSING 72,846.75PhP
TOTAL DIRECT COST: 447,932.29
OCM (6%): 24,803.66
Contractors Profit (10%): 41,339.42
Value Added Tax (12%): 57,544.48
TOTAL PROJECT COST: 571,619.85PhP
Prepared by: Checked & Reviewed by: Submitted by:
FELIXBERTO R. CAARE, JR. EDITO M. BAUTISTA, JR. MARLI ACOSTA - DE FIESTA
Researcher/Analyst A (J.O.) Officer-In-Charge Concurrent - O.I.C.
Planning and Development Section Planning and Development Section Planning and Design Division
Approved by: Recommending Project Implementation: Approved for Project Implementation:
EFREN C. SALVACION ARNULFO A. ALFONSO LEONARDO REY D. VASQUEZ
Concurrent - O.I.C. Assistant General Manager General Manager
Eng'g & Const'n/Environment & Water Technical Services Group
Resources Department
S U M M A R Y
13/27Pricelist Database as of March, 2014
Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012
Standard Form Number: SF-INFR-01
Revised on: July 28, 2004
Stations :
Length : Contract Duration:
ITEM ESTIMATED
NO. DIRECT COST
(9) (10)
(5)X(8) 12%((5)+(9))
I 1.00 lot 623.64 0% 0% 0% 0.00 0.00
II 2.92 sq.m. 116.93 0% 0% 0% 0.00 0.00
III 1.00 lot 24,168.00 6% 10% 16% 3,866.88 3,364.19
IV 0.12 cu.m. 1,141.15 6% 10% 16% 182.58 158.85
V 7.39 kgs. 413.10 6% 10% 16% 66.10 57.50
VI 0.20 cu.m. 4,462.75 6% 10% 16% 714.04 621.21
VII 2.44 sq.m. 8,065.20 6% 10% 16% 1,290.43 1,122.68
VIII 1.00 unit 26,400.00 6% 10% 16% 4,224.00 3,674.88
IX 1.00 unit 6,352.50 6% 10% 16% 1,016.40 884.27
X 8.12 ln.m. 12,278.48 6% 10% 16% 1,964.56 1,709.16
XI. 0.58 cu.m. 3,251.00 6% 10% 16% 520.16 452.54
TOTAL 87,272.75
Prepared by: Checked & Reviewed by: Submitted by: Approved by:
FELIXBERTO R. CAARE, JR., RMP EDITO M. BAUTISTA, JR. MARLI ACOSTA - DE FIESTA EFREN C. SALVACION
Researcher/ Analyst A (J.O.) Officer-In-Charge Concurrent - O.I.C. Concurrent - O.I.C.
Planning & Development Section Planning & Development Section Planning and Design Division
Recommending Project Implementation: Approved for Project Implementation:
ARNULFO A. ALFONSO LEONARDO REY D. VASQUEZ
Assistant General Manager General Manager
Technical Services Group
CONCRETE RESTORATION
Eng'g & Construction/Environment & Water Resources
Departments
PLUMBING WORKS
CONCRETE CUTTING & BREAKING
CONCRETING WORKS
MASONRY WORKS
SUPPLY AND INSTALLATION OF DRINKING
HAULING OF MATERIALS
LAY-OUT AND EXCAVATION
REINFORCING STEEL BAR
PERMIT/FEES
PROFIT % VALUE
(6) (7) (8)
MOBILIZATION/DEMOBILIZATION
(1) (2) (3) (4) (5)
N.S. Valderroza St., Zamboanga City
DESCRIPTION QUANTITY UNIT
MARK-UPSTOTAL MARK-UP
VATIN PERCENT
OCM
PROPOSED DRINKING FOUNTAIN AT PASEO DEL MAR
Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City
APPROVED BUDGET FOR THE CONTRACT
Contract Reference Number
Name of the Contract
Location of the Contract
Contract Duration: 17 Calendar Days
TOTAL UNIT
INDIRECT COST COST
(11) (13)
(9)+(10) (13)/(3)
0.00 623.64
0.00 40.00
7,231.07 31,399.07
341.43 12,354.83
123.60 72.63
1,335.25 28,990.00
2,413.11 4,294.39
7,898.88 34,298.88
1,900.67 8,253.17
3,673.72 1,964.56
972.70 7,282.24
25,890.43 129,573.41
EFREN C. SALVACION
Concurrent - O.I.C.
4,223.70113,163.18
Eng'g & Construction/Environment & Water Resources
Departments
8,253.17
15,952.20
5,798.00
10,478.31
34,298.88
31,399.07
1,482.58
536.70
116.93
(12)
(5)+(11)
623.64
N.S. Valderroza St., Zamboanga City
TOTAL COST
PROPOSED DRINKING FOUNTAIN AT PASEO DEL MAR
Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City
APPROVED BUDGET FOR THE CONTRACT
Standard Form Number: SF-INFR-01
Revised on: July 28, 2004
Stations :
Length : Contract Duration:
ITEM ESTIMATED
NO. DIRECT COST
(9) (10)
(5)X(8) 12%((5)+(9))
I 1.00 lot 1,025.37 0% 0% 0% 0.00 0.00
II 10.80 sq.m. 432.00 0% 0% 0% 0.00 0.00
III 1.00 lot 24,168.00 6% 10% 16% 3,866.88 3,364.19
IV 0.12 cu.m. 1,141.15 6% 10% 16% 182.58 158.85
V 7.39 kgs. 413.10 6% 10% 16% 66.10 57.50
VI 0.20 cu.m. 4,462.75 6% 10% 16% 714.04 621.21
VII 2.44 sq.m. 8,065.20 6% 10% 16% 1,290.43 1,122.68
VIII 1.00 unit 26,400.00 6% 10% 16% 4,224.00 3,674.88
IX 1.00 unit 14,814.50 6% 10% 16% 2,370.32 2,062.18
X 30.00 ln.m. 24,556.96 6% 10% 16% 3,929.11 3,418.33
XI 14.00 ln.m. 6,785.74 6% 10% 16% 1,085.72 944.58
XII 2.16 cu.m. 12,748.50 6% 10% 16% 2,039.76 1,774.59
XIII 5.04 sq.m. 3,148.88 6% 10% 16% 503.82 438.32
TOTAL 128,162.15
Prepared by: Checked & Reviewed by: Submitted by: Approved by:
FELIXBERTO R. CAARE, JR., RMP EDITO M. BAUTISTA, JR. MARLI ACOSTA - DE FIESTA EFREN C. SALVACION
Researcher/ Analyst A (J.O.) Officer-In-Charge Concurrent - O.I.C. Concurrent - O.I.C.
Planning & Development Section Planning & Development Section Planning and Design Division
Recommending Project Implementation: Approved for Project Implementation:
ARNULFO A. ALFONSO LEONARDO REY D. VASQUEZ
Assistant General Manager General Manager
Technical Services Group
PROPOSED DRINKING FOUNTAIN AT MARIA CLARA JARDIN
Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City
APPROVED BUDGET FOR THE CONTRACT
Fr. Eosebio Road, Pasonanca, Zamboanga City
DESCRIPTION QUANTITY UNIT
MARK-UPSTOTAL MARK-UP
VATIN PERCENT
OCM PROFIT % VALUE
(1) (2) (3) (4) (5) (6) (7) (8)
MOBILIZATION/DEMOBILIZATION
PERMIT/FEES
HAULING OF MATERIALS
LAY-OUT AND EXCAVATION
REINFORCING STEEL BAR
CONCRETING WORKS
MASONRY WORKS
SUPPLY AND INSTALLATION OF DRINKING
FOUNTAIN
PLUMBING WORKS
CONCRETE CUTTING & BREAKING
Eng'g & Construction/Environment & Water Resources
Departments
ASPHALT RESTORATION
ASPHALT CUTTING & BREAKING
CONCRETE RESTORATION
Contract Reference Number
Name of the Contract
Location of the Contract
Contract Duration: 19 Calendar Days
TOTAL UNIT
INDIRECT COST COST
(11) (13)
(9)+(10) (13)/(3)
0.00 1,025.37
0.00 40.00
7,231.07 31,399.07
341.43 12,354.83
123.60 72.61
1,335.25 28,990.00
2,413.11 4,294.39
7,898.88 34,298.88
4,432.50 19,247.00
7,347.44 1,063.48
2,030.30 629.72
3,814.35 7,667.99
942.14 811.71
37,910.07 141,895.04
EFREN C. SALVACION
Concurrent - O.I.C.
PROPOSED DRINKING FOUNTAIN AT MARIA CLARA JARDIN
Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City
APPROVED BUDGET FOR THE CONTRACT
Fr. Eosebio Road, Pasonanca, Zamboanga City
TOTAL COST
(12)
(5)+(11)
1,025.37
432.00
31,399.07
1,482.58
536.70
5,798.00
10,478.31
34,298.88
19,247.00
31,904.40
166,072.22
Eng'g & Construction/Environment & Water Resources
Departments
4,091.02
8,816.04
16,562.85
Standard Form Number: SF-INFR-01
Revised on: July 28, 2004
Stations :
Length : Contract Duration:
ITEM ESTIMATED
NO. DIRECT COST
(9) (10)
(5)X(8) 12%((5)+(9))
I 1.00 lot 3,650.58 0% 0% 0% 0.00 0.00
II 5.30 sq.m. 212.00 0% 0% 0% 0.00 0.00
III 1.00 unit 30,675.50 0% 0% 0% 0.00 0.00
IV 1.00 lot 48,336.00 6% 10% 16% 7,733.76 6,728.37
V 0.12 cu.m. 1,141.15 6% 10% 16% 182.58 158.85
VI 7.39 kgs. 413.10 6% 10% 16% 66.10 57.50
VII 0.20 cu.m. 4,462.83 6% 10% 16% 714.05 621.23
VIII 2.44 sq.m. 8,065.20 6% 10% 16% 1,290.43 1,122.68
IX 1.00 unit 26,400.00 6%
10%
16% 4,224.00
3,674.88
X 1.00 unit 5,643.50 6% 10% 16% 902.96 785.58
XI 30.00 ln.m. 12,517.68 6% 10% 16% 2,002.83 1,742.46
XII 522 ln.m. 159,677.00 6% 10% 16% 25,548.32 22,227.04
XIII 1.06 cu.m. 5,301.00 6% 10% 16% 848.16 737.90
XIV 1.00 unit 22,535.00 6% 10% 16% 3,605.60 3,136.87
XV HYDROTESTING AND DISINFECTION WORKS 569.00 ln.m. 13,390.00 6% 10% 16% 2,142.40 1,863.89
XVI FINAL BACKFILLING AND COMPACTION 522.00 ln.m. 32,665.00 6% 10% 16% 5,226.40 4,546.97
XVII BRIDGE CROSSING 46.7 ln.m. 72,846.75 6% 10% 16% 11,655.48 10,140.27
TOTAL 447,932.29
Prepared by: Checked & Reviewed by: Submitted by: Approved by:
FELIXBERTO R. CAARE, JR., RMP EDITO M. BAUTISTA, JR. MARLI ACOSTA - DE FIESTA EFREN C. SALVACION
Researcher/ Analyst A (J.O.) Officer-In-Charge Concurrent - O.I.C. Concurrent - O.I.C.
Planning & Development Section Planning & Development Section Planning and Design Division
Recommending Project Implementation: Approved for Project Implementation:
ARNULFO A. ALFONSO LEONARDO REY D. VASQUEZ
Assistant General Manager General Manager
PIPELAYING WORKS
CONCRETE RESTORATION
Eng'g & Construction/Environment & Water Resources
Departments
VALVES/FITTINGS & INTERCONNECTION
WORKS
SUPPLY AND INSTALLATION OF DRINKING
FOUNTAIN
PLUMBING WORKS
CONCRETE CUTTING & BREAKING
REINFORCING STEEL BAR
CONCRETING WORKS
MASONRY WORKS
PUBLIC SAFETY
HAULING OF MATERIALS
LAY-OUT AND EXCAVATION
PERMIT/FEES
PROFIT % VALUE
(6) (7) (8)
MOBILIZATION/DEMOBILIZATION
(1) (2) (3) (4) (5)
Abong-abong Park, Zamboanga City
DESCRIPTION QUANTITY UNIT
MARK-UPSTOTAL MARK-UP
VATIN PERCENT
OCM
PROPOSED DRINKING FOUNTAIN AT CESAR C. CLIMACO ABONG-ABONG FREEDOM PARK
Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City
APPROVED BUDGET FOR THE CONTRACT
Technical Services Group
Contract Reference Number
Name of the Contract
Location of the Contract
Contract Duration:
TOTAL UNIT
INDIRECT COST COST
(11) (13)
(9)+(10) (13)/(3)
0.00 3,650.58
0.00 40.00
0.00 30,675.50
14,462.13 62,798.13
341.43 12,354.83
123.60 72.63
1,335.28 28,990.53
2,413.11 4,294.39
7,898.88 34,298.88
1,688.54 7,332.04
3,745.29 542.10
47,775.36 397.42
1,586.06 6,497.23
6,742.47 29,277.47
4,006.29 30.57
9,773.37 81.30
21,795.75 2,026.61
123,687.56 191,944.25
EFREN C. SALVACION
Concurrent - O.I.C.
207,452.36
6,887.06
571,619.85
Eng'g & Construction/Environment & Water Resources
Departments
29,277.47
17,396.29
42,438.37
94,642.50
34,298.88
7,332.04
16,262.97
536.70
5,798.11
10,478.31
30,675.50
62,798.13
1,482.58
212.00
(12)
(5)+(11)
3,650.58
Abong-abong Park, Zamboanga City
TOTAL COST
PROPOSED DRINKING FOUNTAIN AT CESAR C. CLIMACO ABONG-ABONG FREEDOM PARK
Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City
APPROVED BUDGET FOR THE CONTRACT
PROJECT/LOCATION OF PROJECT:
BREAKDOWN OF EXPENDITURES
I - ESTIMATED COST
A. DIRECT COST:
1. Mobilization/Demobilization . . . . . . . . . . . . . . . . . . . . .
2. Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
2.1 Supply Delivery . . . . . . . . . . . . . . . . . . . . . . . . .
2.2 Testing Materials . . . . . . . . . . . . . . . . . . . . . . . .
3. Labor (including fringe benefits) . . . . . . . . . . . . . . . . . .
4. Equipment Expenses . . . . . . . . . . . . . . . . . . . . . . . . .
B.1. INDIRECT COST:
1. Overhead contingency Miscellaneous . . . . . . . . . . . . . .
2. Profit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
B.2. VAT & INCIDENTAL EXPENSES:
1. Comprehensive All Risk Insurance . . . . . . . . . . . . . . . .
2. Value Added Tax (12% of EDC, OCM and Profit) . . . . . .
3. Materials Testing 7% of 1% of OCM . . . . . . . . . . . . . .
II - ESTIMATED GOVERNMENT EXPENDITURES
1. Engineering & Administrative Overhead
2. POW/Site Acquisition/Pre-Engineering
3. Materials to be furnished by the government
4. Materials Quality Control & Hydrology (MQCH)
5. Retention for RO & C.O.
S U B - T O T A L
III - CONTINGENCIES/RESERVED:
1. Physical (up to 5% of the Estimated Contract Cost) . . . . . . .
2. Price Escalation (up to 12% of the Estimated
Contract Cost) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
3. Preliminary Engineering . . . . . . . . . . . . . . . . . . . . . . . . . .
TOTAL ESTIMATED PROJECT COST
PREPARED BY: APPROVED BY:
CHECKED & REVIEWED BY: RECOMMENDING PROJECT IMPLEMENTATION:
SUBMITTED BY: APPROVED FOR PROJECT IMPLEMENTATION:
Concurrent - O.I.C. General Manager
Planning & Design Division
8,303.61
19,928.67
4.19
10.06
100.00 198,129.13
Planning & Development Section Technical Services Group
MARLI ACOSTA - DE FIESTA LEONARDO REY D. VASQUEZ
Officer - In - Charge Assistant General Manager
EDITO M. BAUTISTA, JR. ARNULFO A. ALFONSO
Planning & Development Section Eng'g & Construction/Environment &
Water Resources Departments
S U B - T O T A L (CONTRACT COST) 166,072.22
1.93 3,824.63
3,824.63
FELIXBERTO R. CAARE, JR., RMP EFREN C. SALVACION
Sr. Researcher/Analyst A (J.O.) Concurrent - O.I.C.
8.90 17,637.31
3.84 7,602.29
6.40 12,670.48
27.27 54,036.20
9.56 18,936.80
0.74 1,457.37
27.12 53,731.78
PROPOSED DRINKING FOUNTAIN AT MARIA CLARA JARDIN
Fr. Eosebio Road, Pasonanca, Zamboanga City
% OF TOTAL AMOUNT
PROJECT/LOCATION OF PROJECT:
BREAKDOWN OF EXPENDITURES
I - ESTIMATED COST
A. DIRECT COST:
1. Mobilization/Demobilization . . . . . . . . . . . . . . . . . . . . .
2. Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
2.1 Supply Delivery . . . . . . . . . . . . . . . . . . . . . . . . .
2.2 Testing Materials . . . . . . . . . . . . . . . . . . . . . . . .
3. Labor (including fringe benefits) . . . . . . . . . . . . . . . . . .
4. Equipment Expenses . . . . . . . . . . . . . . . . . . . . . . . . .
B.1. INDIRECT COST:
1. Overhead contingency Miscellaneous . . . . . . . . . . . . . .
2. Profit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
B.2. VAT & INCIDENTAL EXPENSES:
1. Comprehensive All Risk Insurance . . . . . . . . . . . . . . . .
2. Value Added Tax (12% of EDC, OCM and Profit) . . . . . .
3. Materials Testing 7% of 1% of OCM . . . . . . . . . . . . . .
II - ESTIMATED GOVERNMENT EXPENDITURES
1. Engineering & Administrative Overhead
2. POW/Site Acquisition/Pre-Engineering
3. Materials to be furnished by the government
4. Materials Quality Control & Hydrology (MQCH)
5. Retention for RO & C.O.
S U B - T O T A L
III - CONTINGENCIES/RESERVED:
1. Physical (up to 5% of the Estimated Contract Cost) . . . . . . .
2. Price Escalation (up to 12% of the Estimated
Contract Cost) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
3. Preliminary Engineering . . . . . . . . . . . . . . . . . . . . . . . . . .
TOTAL ESTIMATED PROJECT COST
PREPARED BY: APPROVED BY:
CHECKED & REVIEWED BY: RECOMMENDING PROJECT IMPLEMENTATION:
SUBMITTED BY: APPROVED FOR PROJECT IMPLEMENTATION:
Concurrent - O.I.C. General Manager
Planning & Design Division
MARLI ACOSTA - DE FIESTA LEONARDO REY D. VASQUEZ
Officer - In - Charge Assistant General Manager
Planning & Development Section Technical Services Group
EDITO M. BAUTISTA, JR. ARNULFO A. ALFONSO
FELIXBERTO R. CAARE, JR., RMP EFREN C. SALVACION
Sr. Researcher/Analyst A (J.O.) Concurrent - O.I.C.
Planning & Development Section Eng'g & Construction/Environment &
Water Resources Departments
4.18 5,658.16
10.03 13,579.58
100.00 135,448.90
S U B - T O T A L (CONTRACT COST) 113,163.18
2.25 3,047.98
3,047.98
8.89 12,045.28
3.83 5,191.93
6.39 8,653.22
24.56 33,259.48
6.89 9,328.80
0.55 740.57
32.44 43,943.90
PROPOSED DRINKING FOUNTAIN AT PASEO DEL MAR
N.S. Valderroza St., Zamboanga City
% OF TOTAL AMOUNT
PROJECT/LOCATION OF PROJECT:
BREAKDOWN OF EXPENDITURES
I - ESTIMATED COST
A. DIRECT COST:
1. Mobilization/Demobilization . . . . . . . . . . . . . . . . . . . . .
2. Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
2.1 Supply Delivery . . . . . . . . . . . . . . . . . . . . . . . . .
2.2 Testing Materials . . . . . . . . . . . . . . . . . . . . . . . .
3. Labor (including fringe benefits) . . . . . . . . . . . . . . . . . .
4. Equipment Expenses . . . . . . . . . . . . . . . . . . . . . . . . .
B.1. INDIRECT COST:
1. Overhead contingency Miscellaneous . . . . . . . . . . . . . .
2. Profit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
B.2. VAT & INCIDENTAL EXPENSES:
1. Comprehensive All Risk Insurance . . . . . . . . . . . . . . . .
2. Value Added Tax (12% of EDC, OCM and Profit) . . . . . .
3. Materials Testing 7% of 1% of OCM . . . . . . . . . . . . . .
II - ESTIMATED GOVERNMENT EXPENDITURES
1. Engineering & Administrative Overhead
2. POW/Site Acquisition/Pre-Engineering
3. Materials to be furnished by the government
4. Materials Quality Control & Hydrology (MQCH)
5. Retention for RO & C.O.
S U B - T O T A L
III - CONTINGENCIES/RESERVED:
1. Physical (up to 5% of the Estimated Contract Cost) . . . . . . .
2. Price Escalation (up to 12% of the Estimated
Contract Cost) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
3. Preliminary Engineering . . . . . . . . . . . . . . . . . . . . . . . . . .
TOTAL ESTIMATED PROJECT COST
PREPARED BY: APPROVED BY:
CHECKED & REVIEWED BY: RECOMMENDING PROJECT IMPLEMENTATION:
SUBMITTED BY: APPROVED FOR PROJECT IMPLEMENTATION:
Concurrent - O.I.C. General Manager
Planning & Design Division
MARLI ACOSTA - DE FIESTA LEONARDO REY D. VASQUEZ
Officer - In - Charge Assistant General Manager
Planning & Development Section Technical Services Group
EDITO M. BAUTISTA, JR. ARNULFO A. ALFONSO
FELIXBERTO R. CAARE, JR., RMP EFREN C. SALVACION
Sr. Researcher/Analyst A (J.O.) Concurrent - O.I.C.
Planning & Development Section Eng'g & Construction/Environment &
Water Resources Departments
4.18 28,580.99
10.03 68,594.38
100.00 684,184.35
S U B - T O T A L (CONTRACT COST) 571,619.85
2.25 15,389.13
15,389.13
8.41 57,544.48
3.63 24,803.66
6.04 41,339.42
12.82 87,729.28
20.04 137,112.20
0.56 3,862.58
32.04 219,228.23
PROPOSED DRINKING FOUNTAIN AT CESAR C. CLIMACO ABONG-ABONG FREEDOM PARK
Abong-abong Park, Zamboanga City
% OF TOTAL AMOUNT
11-Dec-14
(Date)
PROJECT/LOCATION OF PROJECT: APPROPRIATE:
SOURCE OF FUNDS:
ISSUED OBLIGATED:
AUTHORITY RELEASED:
CALENDAR DAYS 17 Calendar Days
PROJECT CATEGORY: TO COMPLETE:
DESIRABLE STARTING DATE:
CONTRACT /X/ ADMINISTRATION / /
Construction and installation of 1.6mm. Thk. Stainless Steel Drinking Fountain w/ concrete pad and wall protection.
No. No. No.
1 11 1 Steelman
1 Concrete Cutter 1 Carpenter
1 Concrete Breaker w/ Compressor 1 Mason1 Plumber1 Operator4 Laborers
UNIT COST
27.93% 24,168.00
1.32% 9,509.58 12,354.83
0.48% 55.90 72.635.16% 22,313.75 28,990.00
9.32% 3,305.41 4,294.39
30.51% 26,400.00 34,298.88
7.34% 6,352.50 8,253.17
14.19% 1,512.13 1,964.56
3.76% 5,605.17 7,282.24
100%
PREPARED BY: APPROVED BY:
CHECKED & REVIEWED BY: RECOMMENDING PROJECT IMPLEMENTATION:
SUBMITTED BY: APPROVED FOR PROJECT IMPLEMENTATION:
TOTAL 86,532.18
Angular Grinder
X Concrete Cutting and Breaking ln.m. 8.12 12,278.48
XI Concrete Restoration cu.m. 0.58 3,251.00
VIII Supply and Installation of Drinking Fountain unit 1.00 26,400.00
IX Plumbing Works unit 1.00 6,352.50
VI Concreting Works cu.m. 0.20 4,462.75
VII Masonry Works sq.m. 2.44 8,065.20
IV Lay-out and Excavation Work cu.m. 0.12 1,141.15
V Reinforcing Steel Bar kgs. 7.39 413.10
III Hauling of Materials lot 1.00 24,168.00
ESTIMATED COST OF PROPOSED PROJECTS
ITEM NO. DESCRIPTION% OF
TOTALUNIT QTY.
DIRECT COST ADJUSTED
UNIT COSTTOTAL
Construction Foreman/Eng'g Assist.
MARLI ACOSTA - DE FIESTA
N.S. Valderroza St., Zamboanga City
Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City
INDIVIDUAL PROGRAM OF WORK
PROPOSED DRINKING FOUNTAIN AT PASEO DEL MAR
upon Approval
Drinking Fountain
PROJECT DESCRIPTION:
Description Description Description Description
Dump Truck
Concurrent - O.I.C.
Planning & Design Division
EFREN C. SALVACION
Concurrent - O.I.C.
Eng'g & Construction/Environment & Water Resources Department
ARNULFO A. ALFONSO
Assistant General Manager
Technical Services Group
LEONARDO REY D. VASQUEZ
General Manager
FELIXBERTO R. CAARE, JR., RMP
Researcher/Analyst A (J.O.)
Planning & Development Section
EDITO M. BAUTISTA, JR.
Officer - In - Charge
Planning & Development Section
11-Dec-14
(Date)
PROJECT/LOCATION OF PROJECT: APPROPRIATE:
SOURCE OF FUNDS:
ISSUED OBLIGATED:
AUTHORITY RELEASED:
CALENDAR DAYS 19 Calendar Days
PROJECT CATEGORY: TO COMPLETE:
DESIRABLE STARTING DATE:
CONTRACT /X/ ADMINISTRATION / /
Construction and installation of 1.6mm. Thk. Stainless Steel Drinking Fountain w/ concrete pad and wall protection.
No. No. No.
1 1 1
1 1 1 Steelman
1 1 1 Carpenter
1 1 1 Mason1 1 1 Plumber
1 1 Operator1 4 Laborers
UNIT COST
19.56% 24,168.00
0.92% 9,509.58 12,354.83
0.33% 55.90 72.613.61% 22,313.75 28,990.00
6.53% 3,305.41 4,294.39
21.37% 26,400.00 34,298.88
11.99% 14,814.50 19,247.00
19.88% 818.57 1,063.48
5.49% 484.70 629.72
10.32% 5,902.08 7,667.99
2.55% 624.78 811.71
100%
PREPARED BY: APPROVED BY:
CHECKED & REVIEWED BY: RECOMMENDING PROJECT IMPLEMENTATION:
SUBMITTED BY: APPROVED FOR PROJECT IMPLEMENTATION:
sq.m. 5.04 3,148.88
TOTAL 123,555.90
XI Asphalt Cutting & Breaking ln.m. 14.00 6,785.74
XIII Asphalt Restoration
X Concrete Cutting and Breaking ln.m. 30.00 24,556.96
XII Concrete Restoration cu.m. 2.16 12,748.50
VIII Supply and Installation of Drinking Fountain unit 1.00 26,400.00
IX Plumbing Works unit 1.00 14,814.50
VI Concreting Works cu.m. 0.20 4,462.75
VII Masonry Works sq.m. 2.44 8,065.20
IV Lay-out and Excavation Work cu.m. 0.12 1,141.15
V Reinforcing Steel Bar kgs. 7.39 413.10
TOTAL
III Hauling of Materials lot 1.00 24,168.00
ESTIMATED COST OF PROPOSED PROJECTS
ITEM NO. DESCRIPTION% OF
TOTALUNIT QTY.
DIRECT COST ADJUSTED
UNIT COST
Concrete Bagger Mixer
Description Description Description Description
Concrete Breaker w/ Compressor Construction Foreman/Eng'g Assist.Dump Truck
Asphalt Distributor
Power Boom
Asphalt Paver
Water Truck
Tandem Steel Roller
Angular Grinder
Concrete Cutter
Dump Truck
Tamper Rammer
upon Approval
Drinking Fountain
PROJECT DESCRIPTION:
MININUM EQUIPMENT REQUIRED TECHNICAL PERSONNEL REQUIRED
Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City
INDIVIDUAL PROGRAM OF WORK
PROPOSED DRINKING FOUNTAIN AT MARIA CLARA JARDIN
Fr. Eosebio Road, Pasonanca, Zamboanga City
Planning & Development Section Technical Services Group
MARLI ACOSTA - DE FIESTA LEONARDO REY D. VASQUEZ
Concurrent - O.I.C. General Manager
Planning & Design Division
FELIXBERTO R. CAARE, JR., RMP EFREN C. SALVACION
Researcher/Analyst A (J.O.) Concurrent - O.I.C.
Planning & Development Section Eng'g & Construction/Environment & Water Resources Department
EDITO M. BAUTISTA, JR. ARNULFO A. ALFONSO
Officer - In - Charge Assistant General Manager
11-Dec-14
(Date)
PROJECT/LOCATION OF PROJECT: APPROPRIATE:
SOURCE OF FUNDS:
ISSUED OBLIGATED:
AUTHORITY RELEASED:
CALENDAR DAYS 38 Calendar Days
PROJECT CATEGORY: TO COMPLETE:
DESIRABLE STARTING DATE:
CONTRACT /X/ ADMINISTRATION / /
Construction and installation of 1.6mm. Thk. Stainless Steel Drinking Fountain w/ concrete pad and wall protection.
Pipelaying of 521.80 Linear Meters - 50mm.Ø P.E Tubing, SDR-11 Pipeline
Bridge Crossing of 46.70 Linear Meters - 50mm.Ø G.I, ASTM A53-90A Heavy Gauge Standard, Pipeline
No. No. No.
1 1 11 1 1 Steelman
1 2 Carpenter
2 1 Mason1 Plumber1 Operator
12 Laborers
1 Pipefitter
UNIT COST
8.26% 30,675.50
13.02% 48,336.00
0.31% 9,509.58 12,354.830.11% 55.90 72.63
1.20% 22,314.13 28,990.53
2.17% 3,305.41 4,294.39
7.11% 26,400.00 34,298.88
1.52% 5,643.50 7,332.04
3.37% 417.26 542.10
43.01% 305.89 397.42
1.43% 5,000.94 6,497.23
6.07% 22,535.00 29,277.47
3.61% 23.53 30.57
8.80% 62.58 81.30
19.62% 1,559.89 2,026.61
100%
22,535.00
TOTAL 371,222.96
XVII Bridge Crossing ln.m. 46.70 72,846.75
XII Pipelaying Works ln.m. 522.00 159,677.00
XIII Concrete Restoration cu.m.
XVI Final Backfilling and Compaction ln.m. 522.00 32,665.00
XV Hydrotesting and Disinfection Works ln.m. 569.00 13,390.00
1.06 5,301.00
XIV Valves/Fittings & Interconnection Works unit 1.00
X Plumbing Works unit 1.00 5,643.50
XI Concrete Cutting & Breaking ln.m. 30.00 12,517.68
VIII Masonry Works sq.m. 2.44 8,065.20
IX Supply and Installation of Drinking Fountain unit 1.00 26,400.00
VI Reinforcing Steel Bar kgs. 7.39 413.10
VII Concreting Works cu.m. 0.20 4,462.83
IV Hauling of Materials lot 1.00 48,336.00
V Lay-out and Excavation cu.m. 0.12 1,141.15
ADJUSTED
UNIT COSTTOTAL
III Public Safety lot 1.00 30,675.50
ESTIMATED COST OF PROPOSED PROJECTS
ITEM NO. DESCRIPTION% OF
TOTALUNIT QTY.
DIRECT COST
Tamper Rammer
Angular Grinder Hydrotesting Machine Painter
Concrete Cutter
Description Description Description
Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City
INDIVIDUAL PROGRAM OF WORK
PROPOSED DRINKING FOUNTAIN AT CESAR C. CLIMACO ABONG-
ABONG FREEDOM PARK
Abong-abong Park, Zamboanga City
Description
Dump Truck Concrete Breaker w/ Compressor Welder Construction Foreman/Eng'g Assist.
upon Approval
Drinking Fountain
PROJECT DESCRIPTION:
MININUM EQUIPMENT REQUIRED TECHNICAL PERSONNEL REQUIRED