Republic of the PhilippinesZAMBOANGA CITY WATER DISTRICT

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

Revised on: July 28, 2004 Name of the Contract

Location of the Contract

APPROVED BUDGET FOR THE CONTRACT

Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Concrete Perimeter FenceZamboanga City

Stations : Length : Contract Duration:

DESCRIPTION QUANTITY UNIT

MARK-UPSTOTAL MARK-UP

VAT TOTAL COSTITEM ESTIMATED IN PERCENT TOTAL UNITNO. DIRECT COST

OCM PROFIT % VALUEINDIRECT COST COST

(1) (2) (3) (4) (5) (6) (7) (8)(9) (10) (11) (12) (13)

(5)X(8) 12%((5)+(9)) (9)+(10) (5)+(11) (13)/(3)Mobilization/Demobilization 17,077.18 0% 0% 0% 0.00 0.00 0.00 17,077.18

103 Layout and Excavation Works 86.15 cu.m. 49,823.01 12% 12% 24% 11,957.52 7,413.66 19,371.18 69,194.19 803.18104 Embankment 52 cu.m. 99,808.80 12% 12% 24% 23,954.11 14,851.55 38,805.66 138,614.46 2,665.66404 Reinforcing Steel Bar 5,811.31 kgs. 318,943.15 12% 12% 24% 76,546.36 47,458.74 124,005.10 442,948.25 76.22405 Structural Concrete 46.53 cu.m. 295,045.00 12% 12% 24% 70,810.80 43,902.70 114,713.50 409,758.50 8,806.33

SPL-2a Setting of 100mm. Thk. CHB (fence) 598.50 sq.m. 318,206.51 12% 12% 24% 76,369.56 47,349.13 123,718.69 441,925.20 738.39SPL-2b Setting of 150mm. Thk. CHB (fence) 88.80 sq.m. 76,084.44 12% 12% 24% 18,260.26 11,321.36 29,581.62 105,666.06 1,189.93SPL-3 Plastering Works (16mm thk., both faces) 1,325.25 sq.m. 272,664.00 12% 12% 24% 65,439.36 40,572.40 106,011.76 378,675.76 285.74SPL-4 24.16 cu.m. 105,385.70 12% 12% 24% 25,292.57 15,681.39 40,973.96 146,359.66 6,057.93

SPL-5a 11.48 sq.m. 49,863.00 12% 12% 24% 11,967.12 7,419.61 19,386.73 69,249.73 6,032.21

SPL-5b 1.59 sq.m. 20,991.00 12% 12% 24% 5,037.84 3,123.46 8,161.30 29,152.30 18,306.00

SPL-6 Painting Works 611.57 sq.m. 100,903.25 12% 12% 24% 24,216.78 15,014.40 39,231.18 140,134.43 229.14TOTAL 1,724,795.04 663,960.68 2,388,755.72

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-ChargePlanning Division Design Division Engineering & Construction Department

Recommending Project Implementation: Approved for Project Implementation:

ARNULFO A. ALFONSO LEONARDO REY D. VASQUEZ

Assistant General Manager General ManagerTechnical Services Group

Forms and Scaffolding (fabrication, placing and dismantling)Fabrication and Installation of Steel Gate (1.75m. x

6.56m.)Fabrication and Installation of Steel Gate (0.91m. x

1.75m.)

PROJECT/LOCATION OF PROJECT:

Zamboanga City

BREAKDOWN OF EXPENDITURES % OF TOTAL AMOUNTI - ESTIMATED COST

A. DIRECT COST:1. Mobilization/Demobilization . . . . . . . . . . . . . . . . . . . . . 0.64 17,077.18 2. Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45.20 1,198,455.30

2.1 Supply Delivery . . . . . . . . . . . . . . . . . . . . . . . . .2.2 Testing Materials . . . . . . . . . . . . . . . . . . . . . . . .

3. Labor (including fringe benefits) . . . . . . . . . . . . . . . . . . 15.24 404,108.60 4. Equipment Expenses . . . . . . . . . . . . . . . . . . . . . . . . . 3.97 105,153.96

B.1. INDIRECT COST:1. Overhead contingency Miscellaneous . . . . . . . . . . . . . . 7.73 204,926.14 2. Profit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7.73 204,926.14

B.2. VAT & INCIDENTAL EXPENSES:1. Comprehensive All Risk Insurance . . . . . . . . . . . . . . . .2. Value Added Tax (12% of EDC, OCM and Profit) . . . . . . 9.58 254,108.42 3. Materials Testing 7% of 1% of OCM . . . . . . . . . . . . . .

S U B - T O T A L (CONTRACT COST) 2,388,755.74

II - ESTIMATED GOVERNMENT EXPENDITURES1. Engineering & Administrative Overhead 0.90 23,887.56 2. 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 23,887.56

III - CONTINGENCIES/RESERVED:

1. Physical (up to 5% of the Estimated Contract Cost) . . . . . . . 4.50 119,437.79

2. Price Escalation (up to 12% of the Estimated 4.50 119,437.79 Contract Cost) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3. Preliminary Engineering . . . . . . . . . . . . . . . . . . . . . . . . . .

TOTAL ESTIMATED PROJECT COST 100.00 2,651,518.88

PREPARED BY: APPROVED BY:

FELIXBERTO R. CAARE, JR., RMP MARLI ACOSTA - DE FIESTAResearcher/Analyst A (J.O.) Officer - In - Charge

Planning Division

CHECKED & REVIEWED BY: RECOMMENDING PROJECT IMPLEMENTATION:

EDITO M. BAUTISTA, JR. ARNULFO A. ALFONSOOfficer - In - Charge Assistant General Manager

Design Division Technical Services Group

APPROVED FOR PROJECT IMPLEMENTATION:

LEONARDO REY D. VASQUEZ

Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Concrete Perimeter Fence

Engineering & Construction Department

General Manager

Republic of the Philippines ZAMBOANGA CITY WATER DISTRICT

Pilar Street, Zamboanga City

INDIVIDUAL PROGRAM OF WORK

28-Feb-15

PROJECT/LOCATION OF PROJECT: APPROPRIATE: Php2,651,518.88SOURCE OF FUNDS:ISSUED OBLIGATED:AUTHORITY RELEASED:CALENDAR DAYS

PROJECT CATEGORY: TO COMPLETE:DESIRABLE STARTING DATE: upon Approval

Concrete Perimeter FenceCONTRACT /X/ ADMINISTRATION / /

PROJECT DESCRIPTION:Construction of 222.00 Linear Meters of Concrete Perimeter Fence w/ Steel Gate

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

1 Construction Foreman/Eng'g Assist.4 Carpenters2 Steelman1 Welder2 Painter4 Masons8 Laborers

ESTIMATED COST OF PROPOSED PROJECTS

ITEM NO. DESCRIPTION UNIT QTY.DIRECT COST

TOTAL UNIT COST103 Layout and Excavation Works 2.92% cu.m. 86.15 49,823.01 578.33 803.18 104 Embankment 5.84% cu.m. 52.00 99,808.80 1,919.40 2,665.66 404 Reinforcing Steel Bar 18.68% kgs. 5,811.31 318,943.15 54.88 76.22 405 Structural Concrete 17.28% cu.m. 46.53 295,045.00 6,340.96 8,806.33

SPL - 2a Setting of 100mm. Thk. CHB 18.63% sq.m. 598.50 318,206.51 531.67 738.39 SPL - 2b Setting of 150mm. Thk. CHB 4.46% sq.m. 88.80 76,084.44 856.81 1,189.93 SPL - 3 Plastering Works (16mm thk., both faces) 15.97% sq.m. 1,325.25 272,664.00 205.75 285.74 SPL - 4 6.17% cu.m. 24.16 105,385.70 4,361.99 6,057.93

SPL - 5a 2.92% sq.m. 11.48 49,863.00 4,343.47 6,032.21

SPL - 5b 1.23% sq.m. 1.59 20,991.00 13,181.16 18,306.00

SPL - 6 Painting Works 5.91% sq.m. 611.57 100,903.25 164.99 229.14

TOTAL 100% ###

PREPARED BY: APPROVED BY:

FELIXBERTO R. CAARE, JR., RMP MARLI ACOSTA - DE FIESTAResearcher/Analyst A (J.O.) Officer - In - Charge

Planning Division

CHECKED & REVIEWED BY: RECOMMENDING PROJECT IMPLEMENTATION:

EDITO M. BAUTISTA, JR. ARNULFO A. ALFONSO

Officer - In - Charge Assistant General Manager

Design Division Technical Services Group

APPROVED FOR PROJECT IMPLEMENTATION:

Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) -

Construction of Concrete Perimeter Fence

% OF TOTAL

ADJUSTED UNIT COST

Forms and Scaffolding (fabrication, placing and dismantling)Fabrication and Installation of Steel Gate (1.75m. x 6.56m.)Fabrication and Installation of Steel Gate

(0.91m. x 1.75m.)

Engineering & Construction Department

LEONARDO REY D. VASQUEZ

General Manager

DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:

Item No./Description: 103 Layout and Excavation Works

Unit of Measurement: cu.m.

Output per day: 18.96 cu.m. /day

Quantity: 86.15 cu.m.

Designation No. Person No. of Days Daily Rate Amount

A. Labor

a. Construction Foreman/Eng'g Assist. 1 5 524.00 2,620.00

b. Skilled Laborer 2 5 366.00 3,660.00

b. Laborer 8 5 317.00 12,680.00

Sub-Total for A P 18,960.00

Name and Capacity No. of Units No. of Days Daily Rate Amount

B. Equipment

N/A

Sub-Total for B P -

C. Total (A+B) 18,960.00 D. Output per day = 18.96 cu.m. /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materials

a. 148 pcs. - 2" x 4" x 8' Coco Lumber 1.86259 cu.m. 8,899.44 16,576.01

b. 148 pcs. - 2" x 3" x 8' Coco Lumber 1.39694 cu.m. 8,899.44 12,432.00

c. 4" C.W. Nail 21 kgs. 85.00 1,785.00

d. Nylon Chord 2 rolls 35.00 70.00

Sub-Total for E P 30,863.01

F. Direct Cost (C+E) 49,823.01

G. Overhead, Contingencies & Miscellaneous 12% per D.O. 29 s 2011 5,978.76

H. Contractor's Profit (CP) 12% per D.O. 29 s 2011 5,978.76

I. Value Added Tax (VAT) 12% per D.O. 29 s 2011 7,413.66

J. Total Cost 69,194.20

k. Total Unit Cost 803.18

Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Concrete Perimeter Fence

DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:

Item No./Description: 104 Embankment

Unit of Measurement: cu.m.

Output per day: 40.00 cu.m. /day

Quantity: 52.00 cu.m.

Designation No. Person No. of Days Daily Rate Amount

A. Labor

a. Construction Foreman/Eng'g Assist. 1 1.30 524.00 681.20

b. Skilled Laborer 2 1.30 366.00 951.60

b. Laborer 8 1.30 317.00 3,296.80

Sub-Total for A P 4,929.60

Name and Capacity No. of Units No. of Days Daily Rate Amount

B. Equipment

a. Plate Compactor 1 1.30 984.00 1,279.20

Sub-Total for B P 1,279.20

C. Total (A+B) 6,208.80 D. Output per day = 40.00 cu.m. /day

Name and Specifications Quantity Unit Unit Cost Amount

E.

a. Filling Materials (loose volume) 52 cu.m. 1,800.00 93,600.00

Note: Use Filling Materials for Backfill and Fill

Sub-Total for E P 93,600.00

F. Direct Cost (C+E) 99,808.80

G. Overhead, Contingencies & Miscellaneous 12% per D.O. 29 s 2011 11,977.06

H. Contractor's Profit (CP) 12% per D.O. 29 s 2011 11,977.06

I. Value Added Tax (VAT) 12% per D.O. 29 s 2011 14,851.55

J. Total Cost 138,614.46

k. Total Unit Cost 2,665.66

Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Concrete Perimeter Fence

Materials (25% Shrinkage Factor)

DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:

Item No./Description: 404 Reinforcing Steel Bar

Unit of Measurement: kgs.

Output per day: 640.00 kgs. /day

Quantity: 5,811.31 kgs.

Designation No. Person No. of Days Daily Rate Amount

A. Labor

a. Construction Foreman/Eng'g Assist. 1 9 524.00 4,716.00

b. Skilled Laborer 8 9 366.00 26,352.00

b. Laborer 8 9 317.00 22,824.00

Sub-Total for A P 53,892.00

Name and Capacity No. of Units No. of Days Daily Rate Amount

B. Equipment

a. Bar Cutter 1 9 1,758.00 15,822.00

b. Bar Bender 1 9 2,812.00 25,308.00

c. Cargo Truck (10T, 270Hp) 1 0.61 8,816.00 5,377.76

Sub-Total for B P 46,507.76

C. Total (A+B) 100,399.76

D. Output per day = 640.00 kgs. /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materials

1. Column Footing

858.43 kgs. 34.77 29,847.68

#16 G.I. Tie-wire 15 kgs. 63.00 945.00

2. Wall Footings

436.90 kgs. 40.21 17,567.59

206.98 kgs. 34.90 7,223.46

#16 G.I. Tie-wire 19 kgs. 63.00 1,197.00

3. Columns

1,868.35 kgs. 34.77 64,962.60

1,255.53 kgs. 34.90 43,818.04

#16 G.I. Tie-wire 77 kgs. 63.00 4,851.00

4. Lintel Beams

788.54 kgs. 40.21 31,707.35

396.58 kgs. 34.90 13,840.67

#16 G.I. Tie-wire 41 kgs. 63.00 2,583.00

Sub-Total for E P 218,543.39

F. Direct Cost (C+E) 318,943.15

G. Overhead, Contingencies & Miscellaneous 12% per D.O. 29 s 2011 38,273.18

H. Contractor's Profit (CP) 12% per D.O. 29 s 2011 38,273.18

I. Value Added Tax (VAT) 12% per D.O. 29 s 2011 47,458.74

Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Concrete Perimeter Fence

16mm.Ø x 6.00m. Def. Reinforcing Steel

12mm.Ø x 6.00m. Def. Reinforcing Steel

10mm.Ø x 6.00m. Def. Reinforcing Steel

16mm.Ø x 6.00m. Def. Reinforcing Steel

10mm.Ø x 6.00m. Def. Reinforcing Steel

12mm.Ø x 6.00m. Def. Reinforcing Steel

10mm.Ø x 6.00m. Def. Reinforcing Steel

J. Total Cost 442,948.25

k. Total Unit Cost 76.22

DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:

Item No./Description: 405 Structural Concrete

Unit of Measurement: cu.m.

Output per day: 3.50 cu.m./day

Quantity: 46.53 cu.m.

Designation No. Person No. of Days Daily Rate Amount

A. Labor

a. Construction Foreman/Eng'g Assist. 1 13 524.00 6,812.00

b. Skilled Laborer 3 13 366.00 14,274.00

b. Laborer 8 13 317.00 32,968.00

Sub-Total for A P 54,054.00

Name and Capacity No. of Units No. of Days Daily Rate Amount

B. Equipment

a. Concrete Bagger Mixer 1 13 1,376.00 17,888.00

b. Concrete Vibrator 1 13 1,191.00 15,483.00

Sub-Total for B P 33,371.00

C. Total (A+B) 87,425.00 D. Output per day = 3.50 cu.m. /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materials

1. Column Footing

Volume: 12.38 cu.m.

Portland Cement 124 bags 260.00 32,240.00

Washed Sand 6.50 cu.m. 1,000.00 6,500.00

Gravel 13 cu.m. 1,000.00 13,000.00

7.50 cu.m. 1,000.00 7,500.00

2. Wall Footings

Volume: 9.99 cu.m.

Portland Cement 100 bags 260.00 26,000.00

Washed Sand 5 cu.m. 1,000.00 5,000.00

Gravel 10 cu.m. 1,000.00 10,000.00

7 cu.m. 1,000.00 7,000.00

3. Columns

Volume: 17.50 cu.m.

Portland Cement 176 bags 260.00 45,760.00

Washed Sand 9.20 cu.m. 1,000.00 9,200.00

Gravel 17.50 cu.m. 1,000.00 17,500.00

4. Lintel Beam

Volume: 6.66 cu.m.

Portland Cement 67 bags 260.00 17,420.00

Washed Sand 3.50 cu.m. 1,000.00 3,500.00

Gravel 7 cu.m. 1,000.00 7,000.00

Sub-Total for E P 207,620.00

F. Direct Cost (C+E) 295,045.00

G. Overhead, Contingencies & Miscellaneous 12% per D.O. 29 s 2011 35,405.40

H. Contractor's Profit (CP) 12% per D.O. 29 s 2011 35,405.40

I. Value Added Tax (VAT) 12% per D.O. 29 s 2011 43,902.70

J. Total Cost 409,758.50

Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Concrete Perimeter Fence

100mm.Ø Boulders (bedding)

100mm.Ø Boulders (bedding)

k. Total Unit Cost 8,806.33

DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:

Item No./Description: SPL - 2a Setting of 100mm. Thk. CHB (fence)

Unit of Measurement: sq.m.

Output per day: 42.00 sq.m. /day

Quantity: 598.50 sq.m.

Designation No. Person No. of Days Daily Rate Amount

A. Labor

a. Construction Foreman/Eng'g Assist. 1 14 524.00 7,336.00

b. Skilled Laborer 3 14 366.00 15,372.00

b. Laborer 6 14 317.00 26,628.00

Sub-Total for A P 49,336.00

Name and Capacity No. of Units No. of Days Daily Rate Amount

B. Equipment

N/A

Sub-Total for B P -

C. Total (A+B) 49,336.00 D. Output per day = 42.00 sq.m. /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materials

a. 100mm. x 200mm. x 400mm. CHB (NLB) 7,482 pcs. 14.00 104,748.00

b. Washed Sand 26 cu.m. 1,000.00 26,000.00

c. Portland Cement 313 bags 260.00 81,380.00

d. 1,579.90 kgs. 34.90 55,138.51

e. #16 G.I. Tie-wire 20 kgs. 63.00 1,260.00

f. Hacksaw Blade 8 pcs. 43.00 344.00

Sub-Total for E P 268,870.51

F. Direct Cost (C+E) 318,206.51

G. Overhead, Contingencies & Miscellaneous 12% per D.O. 29 s 2011 38,184.78

H. Contractor's Profit (CP) 12% per D.O. 29 s 2011 38,184.78

I. Value Added Tax (VAT) 12% per D.O. 29 s 2011 47,349.13

J. Total Cost 441,925.20

k. Total Unit Cost 738.39

Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Concrete Perimeter Fence

10mm.Ø x 6.00m. Def. Reinforcing Steel Bar

DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:

Item No./Description: SPL - 2b Setting of 150mm. Thk. CHB (fence)

Unit of Measurement: sq.m.

Output per day: 30.00 sq.m. /day

Quantity: 88.80 sq.m.

Designation No. Person No. of Days Daily Rate Amount

A. Labor

a. Construction Foreman/Eng'g Assist. 1 3 524.00 1,572.00

b. Skilled Laborer 3 3 366.00 3,294.00

b. Laborer 6 3 317.00 5,706.00

Sub-Total for A P 10,572.00

Name and Capacity No. of Units No. of Days Daily Rate Amount

B. Equipment

N/A

Sub-Total for B P -

C. Total (A+B) 10,572.00 D. Output per day = 30.00 sq.m. /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materials

a. 150mm. x 200mm. x 400mm. CHB (NLB) 1,110 pcs. 18.50 20,535.00

b. Washed Sand 7.50 cu.m. 1,000.00 7,500.00

c. Portland Cement 90 bags 260.00 23,400.00

d. 341.12 kgs. 40.21 13,716.44

e. #16 G.I. Tie-wire 3 kgs. 63.00 189.00

f. Hacksaw Blade 4 pcs. 43.00 172.00

Sub-Total for E P 65,512.44

F. Direct Cost (C+E) 76,084.44

G. Overhead, Contingencies & Miscellaneous 12% per D.O. 29 s 2011 9,130.13

H. Contractor's Profit (CP) 12% per D.O. 29 s 2011 9,130.13

I. Value Added Tax (VAT) 12% per D.O. 29 s 2011 11,321.36

J. Total Cost 105,666.06

k. Total Unit Cost 1,189.93

Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Concrete Perimeter Fence

12mm.Ø x 6.00m. Def. Reinforcing Steel Bar

DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:

Item No./Description: SPL - 3 Plastering Works (16mm thk., both faces)

Unit of Measurement: sq.m.

Output per day: 48.00 sq.m. /day

Quantity: 1,325.25 sq.m.

Designation No. Person No. of Days Daily Rate Amount

A. Labor

a. Construction Foreman/Eng'g Assist. 1 28 524.00 14,672.00

b. Skilled Laborer 8 28 366.00 81,984.00

b. Laborer 8 28 317.00 71,008.00

Sub-Total for A P 167,664.00

Name and Capacity No. of Units No. of Days Daily Rate Amount

B. Equipment

N/A

Sub-Total for B P -

C. Total (A+B) 167,664.00 D. Output per day = 48.00 sq.m. /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materialsa. Portland Cement 255 bags 260.00 66,300.00

b. Sand (for plastering) 21.50 cu.m. 1,800.00 38,700.00

Sub-Total for E P 105,000.00

F. Direct Cost (C+E) 272,664.00

G. Overhead, Contingencies & Miscellaneous 12% per D.O. 29 s 2011 32,719.68

H. Contractor's Profit (CP) 12% per D.O. 29 s 2011 32,719.68

I. Value Added Tax (VAT) 12% per D.O. 29 s 2011 40,572.40

J. Total Cost 378,675.76

k. Total Unit Cost 285.74

Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Concrete Perimeter Fence

DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:

Item No./Description: SPL - 4 Forms and Scaffolding (fabrication, placing and dismantling)

Unit of Measurement: cu.m.

Output per day: 7.00 cu.m./day

Quantity: 24.16 cu.m.

Designation No. Person No. of Days Daily Rate Amount

A. Labor

a. Construction Foreman/Eng'g Assist. 1 3 524.00 1,572.00

b. Skilled Laborer 4 3 366.00 4,392.00

b. Laborer 8 3 317.00 7,608.00

Sub-Total for A P 13,572.00

Name and Capacity No. of Units No. of Days Daily Rate Amount

B. Equipment

N/A

Sub-Total for B P -

C. Total (A+B) 13,572.00 D. Output per day = 7.00 cu.m. /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materials1. Forms

203 pcs - 2" x 3" x 12' Coco Lumber 1,217 bd.ft. 21.00 25,557.00

12mm. Thk. x 1.20m. x 2.40m. Ordinary Plywood 42 shts. 589.00 24,738.00

2" C.W. Nail 32 kgs. 45.00 1,440.00

4" C.W. Nail 55 kgs. 42.30 2,326.50

2. Scaffolding

122 pcs. - 2" x 4" x 12' Coco Lumber 974 bd.ft. 21.00 20,454.00

91 pcs. - 2" x 3" x 8' Coco Lumber 365 bd.ft. 21.00 7,665.00

122 pcs. - 2" x 2' x 10' Coco Lumber 406 bd.ft. 21.00 8,526.00

4" C.W. Nail 26 kgs. 42.30 1,107.20

Sub-Total for E P 91,813.70

F. Direct Cost (C+E) 105,385.70

G. Overhead, Contingencies & Miscellaneous 12% per D.O. 29 s 2011 12,646.28

H. Contractor's Profit (CP) 12% per D.O. 29 s 2011 12,646.28

I. Value Added Tax (VAT) 12% per D.O. 29 s 2011 15,681.39

J. Total Cost 146,359.66

k. Total Unit Cost 6,057.93

Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Concrete Perimeter Fence

DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:

Item No./Description: SPL - 5a Fabrication and Installation of Steel Gate (1.75m. x 6.56m.)

Unit of Measurement: sq.m.

Output per day: 2.30 sq.m. /day

Quantity: 11.48 sq.m.

Designation No. Person No. of Days Daily Rate Amount

A. Labor

a. Construction Foreman/Eng'g Assist. 1 5 524.00 2,620.00

b. Skilled Laborer 1 5 366.00 1,830.00

b. Laborer 1 5 317.00 1,585.00

Sub-Total for A P 6,035.00

Name and Capacity No. of Units No. of Days Daily Rate Amount

B. Equipment

a. Welding Machine 1 5 3,128.00 15,640.00

b. Angular Grinder 1 5 300.00 1,500.00

Sub-Total for B P 17,140.00

C. Total (A+B) 23,175.00 D. Output per day = 2.30 sq.m. /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materialsa. 5 pcs. 2,850.00 14,250.00

b. 10mm. x 10mm. x 6.00m. Square Bar 32 pcs. 230.00 7,360.00

c. 6mm. Thk. x 100mm. x 6.00m. Flat Bar 1 pc. 1,092.00 1,092.00

d. 6011 Welding Rod 4 kgs. 140.00 560.00

e. 2 pcs. 94.00 188.00

f. Hacksaw Blade 2 pcs. 63.00 126.00

g. 1 pc. 1,365.00 1,365.00

h. 1 pc. 1,747.00 1,747.00

Sub-Total for E P 26,688.00

F. Direct Cost (C+E) 49,863.00

G. Overhead, Contingencies & Miscellaneous 12% per D.O. 29 s 2011 5,983.56

H. Contractor's Profit (CP) 12% per D.O. 29 s 2011 5,983.56

I. Value Added Tax (VAT) 12% per D.O. 29 s 2011 7,419.61

J. Total Cost 69,249.73

k. Total Unit Cost 6,032.21

Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Concrete Perimeter Fence

50mm.Ø x 6.00m. G.I. Pipe, ASTM 53-90A Heavy Duty Standard

100mm.Ø Grinding Dics

25mm.Ø x 6.00m. MS Plain Round Bar32mm.Ø x 6.00m. G.I. Pipe, ASTM 53-90A Heavy

Duty Standard

DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:

Item No./Description: SPL - 5b Fabrication and Installation of Steel Gate (0.91m. x 1.75m.)

Unit of Measurement: sq.m.

Output per day: 0.795 sq.m. /day

Quantity: 1.59 sq.m.

Designation No. Person No. of Days Daily Rate Amount

A. Labor

a. Construction Foreman/Eng'g Assist. 1 2 524.00 1,048.00

b. Skilled Laborer 1 2 366.00 732.00

b. Laborer 1 2 317.00 634.00

Sub-Total for A P 2,414.00

Name and Capacity No. of Units No. of Days Daily Rate Amount

B. Equipment

a. Welding Machine 1 2 3,128.00 6,256.00

b. Angular Grinder 1 2 300.00 600.00

Sub-Total for B P 6,856.00

C. Total (A+B) 9,270.00 D. Output per day = 0.795 sq.m. /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materialsa. 2 pcs. 2,850.00 5,700.00

b. 10mm. x 10mm. x 6.00m. Square Bar 6 pcs. 230.00 1,380.00

c. 6mm. Thk. x 100mm. x 6.00m. Flat Bar 1 pc. 1,092.00 1,092.00

d. 6011 Welding Rod 2 kgs. 140.00 280.00

e. 1 pc. 94.00 94.00

f. Hacksaw Blade 1 pc. 63.00 63.00

g. 1 pc. 1,365.00 1,365.00

h. 1 pc. 1,747.00 1,747.00

Sub-Total for E P 11,721.00

F. Direct Cost (C+E) 20,991.00

G. Overhead, Contingencies & Miscellaneous 12% per D.O. 29 s 2011 2,518.92

H. Contractor's Profit (CP) 12% per D.O. 29 s 2011 2,518.92

I. Value Added Tax (VAT) 12% per D.O. 29 s 2011 3,123.46

J. Total Cost 29,152.30

k. Total Unit Cost 18,306.00

Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Concrete Perimeter Fence

50mm.Ø x 6.00m. G.I. Pipe, ASTM 53-90A Heavy Duty Standard

100mm.Ø Grinding Dics

25mm.Ø x 6.00m. MS Plain Round Bar32mm.Ø x 6.00m. G.I. Pipe, ASTM 53-90A Heavy

Duty Standard

DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:

Item No./Description: SPL - 6 Painting Works

Unit of Measurement: sq.m.

Output per day: 54.40 sq.m. /day

Quantity: 611.57 sq.m.

Designation No. Person No. of Days Daily Rate Amount

A. Labor

a. Construction Foreman/Eng'g Assist. 1 12 524.00 6,288.00

b. Skilled Laborer 2 12 366.00 8,784.00

b. Laborer 2 12 317.00 7,608.00

Sub-Total for A P 22,680.00

Name and Capacity No. of Units No. of Days Daily Rate Amount

B. Equipment

N/A

Sub-Total for B P -

C. Total (A+B) 22,680.00 D. Output per day = 54.40 sq.m. /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materialsa. Concrete Neutralizer 5 gals. 297.00 1,485.00 b. Solvent Based Acrylic Cast 15 gals. 438.00 6,570.00

c. Solvent Based Acrylic Primer 28 gals. 743.00 20,804.00

d. Solvent Based Acrylic Top Coat White 48 gals. 783.00 37,584.00

Solvent Based Thermoplastic Acrylic Rasin:

e. Raw Sienna (1L/can) 4 can 110.00 440.00

f. Hansa Yellow (1L/can) 4 can 110.00 440.00

g. Black (1L/can) 4 can 110.00 440.00

h. Liquid Tile Venetian Red 4 can 110.00 440.00

i. Liquid Tile Thalo Blue 4 can 110.00 440.00

j. Solvent Based Acrylic Reducer 19 gals. 385.00 7,315.00

k. Metal Primer 1 gal. 427.00 427.00

l. Body Filler w/ Hardener 1 liter 138.25 138.25

m. Quick Dry Enamel Color Blue 2 gals. 475.00 950.00

n. 7" Roller Brush w/ Handle 5 pcs. 35.00 175.00

o. 4" Paint Brush 5 pcs. 85.00 425.00

p. 2" Paint Brush 5 pcs. 30.00 150.00

Sub-Total for E P 78,223.25

F. Direct Cost (C+E) 100,903.25

G. Overhead, Contingencies & Miscellaneous 12% per D.O. 29 s 2011 12,108.39

H. Contractor's Profit (CP) 12% per D.O. 29 s 2011 12,108.39

I. Value Added Tax (VAT) 12% per D.O. 29 s 2011 15,014.40

J. Total Cost 140,134.43

k. Total Unit Cost 229.14

Upgrading of Existing PVC Pipelines, Redevelopment of Water and Sanitation System for ZC Conflict Area (Tiao Him) - Construction of Concrete Perimeter Fence