zamboanga city water district gantt chart...

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

#

## #

# ##

# #

##

# # ## # # # #

# # # #


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% # # # # #


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% #
















GANTT CHART

166,072.22Php

Work Item Amount % Perfected



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% # # # # #


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% #













100.00%

100.00%


Resources Department




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


IV.

A. Equipment Rental:

1 - Dump Truck days 4 10,816.00 43,264.00

43,264.00

B. Labor:



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


V. 0.12 cu.m.

A. Materials:



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



2 - Laborers day 0.50 317.00 317.00

500.00


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:


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


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


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


1,196.00

B. Labor:

1 - Mason day 0.20 366.00 73.20

73.20


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



Note: Provide fastener to in place the Stainless Steel Water Drinking Fountain to wall & pad

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



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 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


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


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


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




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




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


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


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


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



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



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


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



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


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





CONCRETE RESTORATION

Eng'g & Construction/Environment & Water Resources

Departments

PLUMBING WORKS

CONCRETE CUTTING & BREAKING

CONCRETING WORKS

MASONRY WORKS

SUPPLY AND INSTALLATION OF DRINKING



REINFORCING STEEL BAR

PERMIT/FEES

PROFIT % VALUE

(6) (7) (8)


(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




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


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


TOTAL COST








Stations :


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









PROPOSED DRINKING FOUNTAIN AT MARIA CLARA JARDIN





Fr. Eosebio Road, Pasonanca, Zamboanga City



VATIN PERCENT

OCM PROFIT % VALUE

(1) (2) (3) (4) (5) (6) (7) (8)


PERMIT/FEES




CONCRETING WORKS

MASONRY WORKS


FOUNTAIN

PLUMBING WORKS



Departments

ASPHALT RESTORATION

ASPHALT CUTTING & BREAKING





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.







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


Departments

4,091.02

8,816.04

16,562.85



Stations :


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








PIPELAYING WORKS



Departments

VALVES/FITTINGS & INTERCONNECTION

WORKS


FOUNTAIN

PLUMBING WORKS



CONCRETING WORKS

MASONRY WORKS

PUBLIC SAFETY



PERMIT/FEES

PROFIT % VALUE

(6) (7) (8)


(1) (2) (3) (4) (5)

Abong-abong Park, Zamboanga City



VATIN PERCENT

OCM

PROPOSED DRINKING FOUNTAIN AT CESAR C. CLIMACO ABONG-ABONG FREEDOM PARK








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


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


TOTAL COST






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



% OF TOTAL AMOUNT



I - ESTIMATED COST

A. DIRECT COST:


2. Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

2.1 Supply Delivery . . . . . . . . . . . . . . . . . . . . . . . . .




B.1. INDIRECT COST:


2. Profit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .











S U B - T O T A L




Contract Cost) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
















4.18 5,658.16

10.03 13,579.58

100.00 135,448.90


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



% OF TOTAL AMOUNT



I - ESTIMATED COST

A. DIRECT COST:


2. Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

2.1 Supply Delivery . . . . . . . . . . . . . . . . . . . . . . . . .




B.1. INDIRECT COST:


2. Profit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .











S U B - T O T A L




Contract Cost) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
















4.18 28,580.99

10.03 68,594.38

100.00 684,184.35


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



% 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 / /


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%




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





INDIVIDUAL PROGRAM OF WORK


upon Approval

Drinking Fountain

PROJECT DESCRIPTION:

Description Description Description Description

Dump Truck

Concurrent - O.I.C.


EFREN C. SALVACION

Concurrent - O.I.C.

Eng'g & Construction/Environment & Water Resources Department

ARNULFO A. ALFONSO

Assistant General Manager


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)


SOURCE OF FUNDS:

ISSUED OBLIGATED:

AUTHORITY RELEASED:






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%




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



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


MININUM EQUIPMENT REQUIRED TECHNICAL PERSONNEL REQUIRED












Researcher/Analyst A (J.O.) Concurrent - O.I.C.

Planning & Development Section Eng'g & Construction/Environment & Water Resources Department



11-Dec-14

(Date)


SOURCE OF FUNDS:

ISSUED OBLIGATED:

AUTHORITY RELEASED:






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



TOTALUNIT QTY.

DIRECT COST

Tamper Rammer

Angular Grinder Hydrotesting Machine Painter

Concrete Cutter

Description Description Description





PROPOSED DRINKING FOUNTAIN AT CESAR C. CLIMACO ABONG-

ABONG FREEDOM PARK


Description

Dump Truck Concrete Breaker w/ Compressor Welder Construction Foreman/Eng'g Assist.

upon Approval

Drinking Fountain


MININUM EQUIPMENT REQUIRED TECHNICAL PERSONNEL REQUIRED

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