DETAILED UNIT PRICE ANALYSIS - …docshare01.docshare.tips/files/26335/263359636.pdf · DETAILED...

DETAILED UNIT PRICE ANALYSIS

PROJECT NAME: REHABILITATION OF COMFORT ROOM AT GUIWAN ELEMENTARY SCHOOL

Location: Guiwan Elementary School, Bougainvillea Road, Brgy. Guiwan, Zamboanga City

Item No./Description: SPL -1 Clearing and Grabing

Unit of Measurement: sq.m.

Output per day: 78.18 sq.m. /day

Quantity: 32.00 sq.m.

Designation No. Person

A. Labor

a. Construction Foreman/Eng'g Assist. 1

b. Skilled Laborer 4

b. Laborer 2

Sub-Total for A

Name and Capacity No. of Units

B. Equipment

N/A

Sub-Total for B

C. Total (A+B)D. Output per day = 78.18 sq.m. /day

Name and Specifications Quantity

E. Materials

N/A

Sub-Total for E

F. Direct Cost (C+E)

G. Overhead, Contingencies & Miscellaneous

H. Contractor's Profit (CP)

I. Value Added Tax (VAT)

J. Total Cost

k. Total Unit Cost


REHABILITATION OF COMFORT ROOM AT GUIWAN ELEMENTARY SCHOOL

Guiwan Elementary School, Bougainvillea Road, Brgy. Guiwan, Zamboanga City

No. of Days Daily Rate Amount

0.40 524.00 209.60

0.40 366.00 585.60

0.40 317.00 253.60

P 1,048.80


P -

1,048.80

Unit Unit Cost Amount

P -

1,048.80

12% per D.O. 22 s 2015 125.86

0% per D.O. 22 s 2015 -

0% per D.O. 22 s 2015 -

1,174.66

36.71




Item No./Description: SPL - 2 Demolition Works





A. Labor



b. Laborer 2

Sub-Total for A


B. Equipment

a. Compressor w/ Jack Hammer 1

b. Angular Grinder 1

c. Minor Tools (10% of labor cost)

Sub-Total for B



E. Activitiesa.

b. Removal of existing damaged and non-functioning water closet:

3 sets @ ground floor

3 sets @ second floor

c. Removal of existing damaged PVC Door Jamb and PVC Door

3 sets @ water closet, 1 set main door (ground floor)

3 sets @ water closet, 1 set main door (second floor)

d. Disposal of wastes and debris

Removal of existing dilapidated soil pipe at ground floor comfort room.

Sub-Total for E





J. Total Cost

k. Total Unit Cost





4 524.00 2,096.00

4 366.00 5,856.00

4 317.00 2,536.00

P 10,488.00


1 10,406.56 10,406.56

1 300.00 300.00

1,048.80

P 11,755.36

22,243.36


P -

22,243.36

12% per D.O. 22 s 2015 2,669.20

0% per D.O. 22 s 2015 -

0% per D.O. 22 s 2015 -

24,912.56

778.52




Item No./Description: 103 Layout and Excavation Works

Unit of Measurement: cu.m.

Output per day: 18.96 cu.m. /day

Quantity: 3.37 cu.m.


A. Labor



b. Laborer 2

Sub-Total for A


B. Equipment

N/A

Sub-Total for B

C. Total (A+B)D. Output per day = 18.96 cu.m. /day


E. Materials

N/A

Sub-Total for E





J. Total Cost

k. Total Unit Cost





0.20 524.00 104.80

0.20 366.00 292.80

0.20 317.00 126.80

P 524.40


P -

524.40


P -

524.40

12% per D.O. 22 s 2015 62.93

0% per D.O. 22 s 2015 -

0% per D.O. 22 s 2015 -

587.33

174.28




Item No./Description: 104 Embankment





A. Labor



b. Laborer 2

Sub-Total for A


B. Equipment

a. Plate Compactor 1

Sub-Total for B



E.

a. Filling Materials (loose volume) 4

Note: Use Filling Materials for Backfill and Fill

Sub-Total for E





J. Total Cost

Materials (25% Shrinkage Factor)

k. Total Unit Cost





0.10 524.00 52.40

0.10 366.00 146.40

0.10 317.00 63.40

P 262.20


0.10 984.00 98.40

P 98.40

360.60


cu.m. 315.00 1,260.00

P 1,260.00

1,620.60

12% per D.O. 22 s 2015 194.47

0% per D.O. 22 s 2015 -

0% per D.O. 22 s 2015 -

1,815.07

453.77




Item No./Description: 405 Structural Concrete





A. Labor



b. Laborer 2

Sub-Total for A


B. Equipment

a. Concrete Bagger Mixer 1

Sub-Total for B



E. MaterialsPortland Cement 6

Washed Sand 0.30

Gravel 0.60

Sub-Total for E





J. Total Cost

k. Total Unit Cost





0.10 524.00 52.40

0.10 366.00 146.40

0.10 317.00 63.40

P 262.20


0.10 1,376.00 137.60

P 137.60

399.80


bags 260.00 1,560.00

cu.m. 1,000.00 300.00

cu.m. 1,000.00 600.00

P 2,460.00

2,859.80

12% per D.O. 22 s 2015 343.18

0% per D.O. 22 s 2015 -

0% per D.O. 22 s 2015 -

3,202.98

5,931.44




Item No./Description: SPL - 3 Tile Works





A. Labor



b. Laborer 1

Sub-Total for A


B. Equipment

a. Angular Grinder 1

Sub-Total for B



E. Materialsa. 200mm. x 200mm. Unglazed Ceramic Floor Tiles 150

b. Portland Cement 1

c. Tile Adhesive (25kg./bag) 1

d. Tile Grout (2kg./pack) 2

f. 1

Sub-Total for E





100mm.Ø Grinding Dics

J. Total Cost

k. Total Unit Cost





4 524.00 2,096.00

4 366.00 1,464.00

4 317.00 1,268.00

P 4,828.00


4 300.00 1,200.00

P 1,200.00

6,028.00


pcs. 15.00 2,250.00

bag 260.00 260.00

bag 253.00 253.00

packs 56.00 112.00

pc. 94.00 94.00

P 2,969.00

8,997.00

12% per D.O. 22 s 2015 1,079.64

0% per D.O. 22 s 2015 -

0% per D.O. 22 s 2015 -

10,076.64

1,853.69

of 56




Item No./Description: SPL - 4 Plumbing Works

Unit of Measurement: fixtures

Output per day: 2.00 fixtures /day

Quantity: 9.00 fixtures


A. Labor



b. Laborer 2

Sub-Total for A


B. Equipment

a. Portable Electric Handrill 1

b. Portable Pipe Threader 1

Minor Tools (10% of labor cost)

Sub-Total for B

C. Total (A+B)D. Output per day = 2.00 fixtures /day


E. Materials1. Fixtures and Accessories

@ 1st Floor

a. 100mm. x 100mm. Stainless Floor Drain w/ Double Strainer 1

b. 3

@ 2nd Floor

Note: Replacing existing damaged and non-functioning plumbing fixtures

Siphonic Wasdown Watercloset, Single Flush (Trip Lever),

Round-front, Snap-on Ball cock w/ Float rod w/ Flush

valve w/ flapper and seat cover

of 56

a. 100mm. x 100mm. Stainless Floor Drain w/ Double Strainer 2

b. 3

2. Sanitary Pipes

@ 1st Floor

a. 6

b. 8

c. 2

Siphonic Wasdown Watercloset, Single Flush (Trip Lever),

Round-front, Snap-on Ball cock w/ Float rod w/ Flush

valve w/ flapper and seat cover

Note: Replacing existing dilapidated sanitary pipelines and fittings

100mm.Ø x 90o Sanitary PVC Elbow, S-1000

100mm.Ø x 100mm.Ø Sanitary PVC Wye, S-1000

100mm.Ø x 50mm.Ø Sanitary PVC Wye, S-1000

of 56

d. 12

e. 3

f. 50mm.Ø Sanitary PVC P-Trap, S-1000 2

g. 3

h. 2

i. 100mm.Ø x 3.00m. Sanitary PVC Pipe, S-1000 15

j. 100mm.Ø Sanitary PVC Coupling, S-1000 3

k. 50mm.Ø x 3.00m. Sanitary PVC Pipe, S-1000 2

l. PVC Pipe Cement Solvent (200cc/can) 5

@ 2nd Floor

a. 50mm.Ø x 3.00m. Sanitary PVC Pipe, S-1000 1

b. 50mm.Ø Sanitary PVC P-Trap, S-1000 1

c. 2

d. 100mm.Ø x 100mm.Ø Sanitary PVC Tee, S-1000 1

e. 1

f. 1

g. 100mm.Ø Sanitary PVC Coupling, S-1000 1

h. 100mm.Ø x 3.00m. Sanitary PVC Pipe, S-1000 3

i. PVC Pipe Cement Solvent (200cc/can) 1

j. 2

k. 50mm.Ø Sanitary PVC Coupling, S-1000 1

l. PVC Pipe Cement Solvent (200cc/can) 2

3. Cold Pipe

@ 1st Floor6

12mm.Ø G.I. Coupling, ANSI B16.3 Class 150-Standard 9

12mm.Ø x 12mm.Ø G.I. Tee, ANSI B16.3 Class 150-Standrad 6

17

12mm.Ø Plain Bibb Chrome Faucet 3

12mm.Ø G.I. Union Patent, ANSI B16.3 Class 150-Standard 1

19mm. Teflon Tape 8

Pipe Clamp 80

#14 x 1 1/2" Tox w/ Screw (10pcs./pack) 8

100mm.Ø x 45o Sanitary PVC Elbow, S-1000100mm.Ø Sanitary PVC Clean Out Adaptor and Plug, S-1000




100mm.Ø x 50mm.Ø Sanitary PVC Wye, S-1000100mm.Ø Sanitary PVC Clean Out Adaptor and Plug, S-1000


Note: Replacing existing cold waterline pipe at ground floor comfort room to new one (cold waterline pipe is expose to wall and should be

fastened with pipe wall fastener)

12mm.Ø x 6.00m. G.I. Pipe ASTM A53-90A Heavy Gauge

Standard

12mm.Ø x 90o G.I. Elbow, ANSI B16.3 Class 150-Standard

of 56

@ 2nd Floor

12mm.Ø Plain Bibb Chrome Faucet 2

Sub-Total for E





J. Total Cost

k. Total Unit Cost

of 56





5 524.00 2,620.00

5 366.00 3,660.00

5 317.00 3,170.00

P 9,450.00


5 300.00 1,500.00

5 500.00 2,500.00

945.00

P 4,945.00

14,395.00


unit 269.00 269.00

units 3,080.00 9,240.00

of 56

units 269.00 538.00

units 3,080.00 9,240.00

pcs. 99.00 594.00

pcs. 159.00 1,272.00

pcs. 78.00 156.00

of 56

pcs. 76.00 912.00

pcs. 78.00 234.00

pcs. 102.00 204.00

pcs. 33.00 99.00

pcs. 33.00 66.00

pcs. 693.00 10,395.00

pcs. 66.00 198.00

pcs. 260.00 520.00

can 166.00 830.00

pc. 260.00 260.00

pc. 102.00 102.00

pcs. 33.00 66.00

pc. 178.00 178.00

pc. 130.00 130.00

pc. 78.00 78.00

pc. 66.00 66.00

pcs. 693.00 2,079.00

can 166.00 166.00

pcs. 33.00 66.00

pc. 17.00 17.00

cans 166.00 332.00

pcs. 746.00 4,476.00

pcs. 18.00 162.00

pcs. 30.00 180.00

pcs. 30.00 510.00

pcs. 423.23 1,269.69

pc. 97.00 97.00

rolls 31.00 248.00

pcs. 10.00 800.00

packs 44.00 352.00

Replacing existing cold waterline pipe at ground floor comfort room to new one (cold waterline pipe is expose to wall and should be

of 56

pcs. 423.23 846.46

P 47,248.15

61,643.15

12% per D.O. 29 s 2011 7,397.18

0% per D.O. 29 s 2011 -

0% per D.O. 29 s 2011 -

69,040.33

7,671.15




Item No./Description: SPL - 5 Installation of PVC Jamb and Doors (main door and at water closet)

Unit of Measurement: sets

Output per day: 2.00 sets /day

Quantity: 10.00 sets


A. Labor



b. Laborer 1

Sub-Total for A


B. Equipment

N/A

Sub-Total for B

C. Total (A+B)D. Output per day = 2.00 sets /day


E. Materialsa. 10

b. Bathroom Lockset 2

Sub-Total for E




0.60m. x 2.10m. PVC Doors w/ PVC Jamb and complete accessories


J. Total Cost

k. Total Unit Cost




Installation of PVC Jamb and Doors (main door and at water closet)


5 524.00 2,620.00

5 366.00 1,830.00

5 317.00 1,585.00

P 6,035.00


P -

6,035.00


sets 2,530.00 25,300.00

sets 824.73 1,649.46

P 26,949.46

32,984.46

12% per D.O. 29 s 2011 3,958.14

0% per D.O. 29 s 2011 -

0% per D.O. 29 s 2011 -

36,942.60

3,694.26




Item No./Description: SPL - 6 Supply and Installation of 5.5mm thk. Glass Jalousie Window





A. Labor


Sub-Total for A


B. Equipment

N/A

Sub-Total for B



E. Materialsa. 9

Sub-Total for E




550mm x 550mm, 5.5mm thk.Clear Glass Jalousie Window w/ Aluminum Holder

Note: Include labor and equipment needed for installation.


J. Total Cost

k. Total Unit Cost




Supply and Installation of 5.5mm thk. Glass Jalousie Window


2 524.00 1,048.00

P 1,048.00


P -

1,048.00


sets 683.88 6,154.92

P 6,154.92

7,202.92

12% per D.O. 29 s 2011 864.35

0% per D.O. 29 s 2011 -

0% per D.O. 29 s 2011 -

8,067.27

2,963.18

Republic of the PhilippinesZAMBOANGA CITY WATER DISTRICT

Pilar St., Zamboanga City

GANTT CHARTPROJECT : REHABILITATION OF COMFORT ROOM AT GUIWAN ELEMENTARY SCHOOLLocation : Guiwan Elementary School, Bougainvillea Road, Brgy. Guiwan, Zamboanga CityProject Cost : Php 157,210.68 Project Duration : Twenty-two (22) Calendar DaysManpower Requirements : 7 Manpower (1-Construction Foreman/Eng'g Assist., 2-Laborers and 4-Skilled Laborers)

Work Item Amounts % PerfectedC A L E N D A R D A Y S

1 2 3 4 5

Mobilization/Demobilization PhP 1,391.24 0.88%SPL -1 Clearing and Grabing PhP 1,174.66 0.75%

SPL - 2 Demolition Works PhP 24,912.56 15.85%

SPL - 3 Tile Works PhP 10,076.64 6.41%

SPL - 4 Plumbing Works PhP 69,040.33 43.92%

SPL - 5 PhP 36,942.60 23.50%

SPL - 6 Supply and Installation of 5.5mm thk. Glass Jalousie Window PhP 8,067.27 5.13%

103 Layout and Excavation Works PhP 587.33 0.37%104 Embankment PhP 1,815.07 1.15%405 Structural Concrete PhP 3,202.98 2.04%

TOTAL PROJECT COST Php 157,210.68 100%

CASH OUTLAY REQUIREMENT Php157,210.68

TARGETED COMPLETION THIS PERIOD 100.00%

COMMULATIVE COMPLETION TO DATE 100.00%

Recommending

Prepared by: Checked & Submitted by: Approved by: Project Implementation:

FELIXBERTO R. CAARE, JR. RMP EDITO M. BAUTISTA MARLI ACOSTA-DE FIESTA ARNULFO A. ALFONSO


Researcher/Analyst A (J.O.) Officer-In-Charge Officer-In-Charge Assistant General ManagerPlanning Division Design Division Engineering and Construction Department Technical Services Group


Pilar St., Zamboanga City

REHABILITATION OF COMFORT ROOM AT GUIWAN ELEMENTARY SCHOOLGuiwan Elementary School, Bougainvillea Road, Brgy. Guiwan, Zamboanga City

C A L E N D A R D A Y S6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22

Php157,210.68

100.00%

100.00%

Recommending

Project Implementation: Approved for Project Implementation:

ARNULFO A. ALFONSO LEONARDO REY D. VASQUEZ

Assistant General Manager General ManagerTechnical Services Group


Pilar Street, Zamboanga CityStandard Form Number: SF-INFR-01

Revised on: July 28, 2004

APPROVED BUDGET FOR THE ADMIN.


Stations : Length :

DESCRIPTION QUANTITY UNIT

MARK-UPSITEM ESTIMATED IN PERCENTNO. DIRECT COST

OCM PROFIT

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

Mobilization/Demobilization 1 lot 1,391.24 0% 0%SPL -1 Clearing and Grabing 32.00 sq.m. 1,048.80 12% 0%SPL - 2 Demolition Works 32.00 sq.m. 22,243.36 12% 0%SPL - 3 Tile Works 5.44 sq.m. 8,997.00 12% 0%SPL - 4 Plumbing Works 9.00 fixtures 61,643.15 12% 0%SPL - 5 10.00 sets 32,984.46 12% 0%

SPL - 6 Supply and Installation of 5.5mm thk. Glass Jalousie Window 2.72 sq.m. 7,202.92 12% 0%

103 Layout and Excavation Works 3.37 cu.m. 524.40 12% 0%104 Embankment 4.00 cu.m. 1,620.60 12% 0%405 Structural Concrete 0.54 cu.m. 2,859.80 12% 0%

TOTAL 140,515.73

Prepared by: Checked & Reviewed by: Approved by:

FELIXBERTO R. CAARE, JR., RMP EDITO M. BAUTISTA, JR. MARLI ACOSTA - DE FIESTA

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


Planning Division Design Division Engineering & Construction Department

Approved for Project Implementation:

LEONARDO REY D. VASQUEZGeneral Manager


Pilar Street, Zamboanga CityContract Reference Number

Name of the Contract

Location of the Contract

APPROVED BUDGET FOR THE ADMIN.


Contract Duration: Twenty-two (22) Calendar Days

TOTAL MARK-UPVAT TOTAL COST

TOTAL UNIT

% VALUEINDIRECT COST COST

(8)(9) (10) (11) (12) (13)

(5)X(8) 5%((5)+(9)) (9)+(10) (5)+(11) (13)/(3)0% 0.00 0.00 0.00 1,391.24 1,391.24

12% 125.86 0.00 125.86 1,174.66 36.7112% 2,669.20 0.00 2,669.20 24,912.56 778.5212% 1,079.64 0.00 1,079.64 10,076.64 1,853.6912% 7,397.18 0.00 7,397.18 69,040.33 7,671.1512% 3,958.14 0.00 3,958.14 36,942.60 3,694.26

12% 864.35 0.00 864.35 8,067.27 2,963.18

12% 62.93 0.00 62.93 587.33 174.2812% 194.47 0.00 194.47 1,815.07 453.7712% 343.18 0.00 343.18 3,202.98 5,931.44

16,694.95 157,210.68

Recommending Project Implementation:

MARLI ACOSTA - DE FIESTA ARNULFO A. ALFONSO

Assistant General Manager

Engineering & Construction Department Technical Services Group

PROJECT/LOCATION OF PROJECT: REHABILITATION OF COMFORT ROOM AT GUIWAN ELEMENTARY SCHOOL Guiwan Elementary School, Bougainvillea Road, Brgy. Guiwan, Zamboanga City

BREAKDOWN OF EXPENDITURESI - 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 (5% of EDC, OCM and Profit) . . . . . . 3. Materials Testing 7% of 1% of OCM . . . . . . . . . . . . . .

S U B - T O T A L (CONTRACT COST)

II - ESTIMATED GOVERNMENT EXPENDITURES1. Engineering & Administrative Overhead2. POW/Site Acquisition/Pre-Engineering3. Materials to be furnished by the government4. 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: CHECKED & SUBMITTED BY:

FELIXBERTO R. CAARE, JR., RMP EDITO M. BAUTISTA, JR.

Researcher/Analyst A (J.O.) Officer - In - ChargePlanning Division Design Division

APPROVED BY: RECOMMENDING PROJECT IMPLEMENTATION:

MARLI ACOSTA - DE FIESTA ARNULFO A. ALFONSOOfficer - In - Charge Assistant General Manager

Eng'g and Construction Department Technical Services Group

APPROVED FOR PROJECT IMPLEMENTATION:


REHABILITATION OF COMFORT ROOM AT GUIWAN ELEMENTARY SCHOOL Guiwan Elementary School, Bougainvillea Road, Brgy. Guiwan, Zamboanga City

% OF TOTAL AMOUNT

0.80 1,391.24 49.88 87,041.53

19.45 33,946.60 10.39 18,136.36

9.57 16,694.95

S U B - T O T A L (CONTRACT COST) 157,210.68

0.90 1,572.11

1,572.11

4.50 7,860.53 4.50 7,860.53

100.00 174,503.86

CHECKED & SUBMITTED BY:

EDITO M. BAUTISTA, JR.

Officer - In - ChargeDesign Division

RECOMMENDING PROJECT IMPLEMENTATION:

ARNULFO A. ALFONSOAssistant General ManagerTechnical Services Group



Republic of the Philippines ZAMBOANGA CITY WATER DISTRICT

Pilar Street, Zamboanga City

INDIVIDUAL PROGRAM OF WORK

PROJECT/LOCATION OF PROJECT: APPROPRIATE:REHABILITATION OF COMFORT ROOM AT GUIWAN ELEMENTARY SCHOOL SOURCE OF FUNDS:

ISSUED OBLIGATED:Guiwan Elementary School, Bougainvillea Road, Brgy. Guiwan, Zamboanga City AUTHORITY RELEASED:

CALENDAR DAYSPROJECT CATEGORY: TO COMPLETE:

DESIRABLE STARTING DATE:School Facility

CONTRACT / /PROJECT DESCRIPTION:

Rehabilitation of existing comfort room.

MININUM EQUIPMENT REQUIRED TECHNICAL PERSONNEL REQUIREDDescription No. Description No. Description

1 Compressor w/ Jack Hammer 1 Construction Foreman/Eng'g Assist.1 Angular Grinder 1 Carpenter1 Portable Electric Drill 1 Mason1 Portable Pipe Threader 2 Plumber1 Plate Compactor 2 Laborers1 Concrete Bagger Mixer

ESTIMATED COST OF PROPOSED PROJECTS

ITEM NO. DESCRIPTION UNIT

Mobilization/Demobilization 0.99% lot

SPL -1 Clearing and Grabing 0.75% sq.m.SPL - 2 Demolition Works 15.83% sq.m.SPL - 3 Tile Works 6.40% sq.m.SPL - 4 Plumbing Works 43.87% fix.SPL - 5 23.47% sets

SPL - 6 5.13% sq.m.

103 Layout and Excavation Works 0.37% sq.m.

104 Embankment 1.15% sq.m.

405 Structural Concrete 2.04% sq.m.

TOTAL 100%

PREPARED BY: CHECKED & SUBMITTED BY:

FELIXBERTO R. CAARE, JR., RMP EDITO M. BAUTISTA, JR.Researcher/Analyst A (J.O.) Officer - In - Charge

Planning Division Design Division

% OF TOTAL

Installation of PVC Jamb and Doors (main door and at water closet)Supply and Installation of 5.5mm thk. Glass Jalousie Window

APPROVED BY: RECOMMENDING PROJECT IMPLEMENTATION:

MARLI ACOSTA - DE FIESTA ARNULFO A. ALFONSO

Officer - In - Charge Assistant General Manager

Eng'g and Construction Department Technical Services Group


LEONARDO REY D. VASQUEZ

General Manager

Republic of the Philippines ZAMBOANGA CITY WATER DISTRICT

Pilar Street, Zamboanga City

INDIVIDUAL PROGRAM OF WORK

16-Apr-15

APPROPRIATE: Php174,503.86SOURCE OF FUNDS:ISSUED OBLIGATED:AUTHORITY RELEASED:CALENDAR DAYS Twenty-two (22) Calendar DaysTO COMPLETE:DESIRABLE STARTING DATE: upon Approval

CONTRACT / / ADMINISTRATION / X /

TECHNICAL PERSONNEL REQUIREDDescription No. Description

Construction Foreman/Eng'g Assist.CarpenterMasonPlumberLaborers

ESTIMATED COST OF PROPOSED PROJECTS

QTY.DIRECT COST

TOTAL UNIT COST1.00 1,391.24 1,391.24 1,391.24

32.00 1,048.80 32.78 36.71 32.00 22,243.36 695.11 778.52 5.44 8,997.00 1,655.08 1,853.69 9.00 61,643.15 6,849.24 7,671.15

10.00 32,984.46 3,298.45 3,694.26

2.72 7,202.92 2,645.70 2,963.18

3.37 524.40 155.61 174.28

4.00 1,620.60 405.15 453.77

0.54 2,859.80 5,295.93 5,931.44

140,515.73

CHECKED & SUBMITTED BY:

EDITO M. BAUTISTA, JR.Officer - In - Charge

Design Division

ADJUSTED UNIT COST

RECOMMENDING PROJECT IMPLEMENTATION:

ARNULFO A. ALFONSO

Assistant General Manager

Technical Services Group


LEONARDO REY D. VASQUEZ

General Manager

DETAILED UNIT PRICE ANALYSIS - …docshare01.docshare.tips/files/26335/263359636.pdf · DETAILED...

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