Hand Wash Counter - By Admin

DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:

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

Item No./Description: 103 Layout and Excavation Works

Unit of Measurement: cu.m.

Output per day: 18.96 cu.m. /day

Quantity: 1.84 cu.m.

Designation No. Person No. of Days Daily Rate Amount

A. Labor

a. Construction Foreman/Eng'g Assist. 1 0.10 524.00 52.40

b. Skilled Laborer 4 0.10 366.00 146.40

b. Laborer 4 0.10 317.00 126.80

Sub-Total for A P 325.60

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) 325.60 D. Output per day = 18.96 cu.m. /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materials

a. 2pcs. - 2" x 4" x 10' Coco Lumber 0.0252 cu.m. 8,899.44 223.98

b. 2pcs. - 2" x 3" x 10' Coco Lumber 0.0944 cu.m. 8,899.44 840.11

c. 4" C.W. Nail 0.80 kg. 85.00 68.00

d. Nylon Chord 1 roll 35.00 35.00

Sub-Total for E P 1,167.09

F. Direct Cost (C+E) 1,492.69

G. Overhead, Contingencies & Miscellaneous 5% per D.O. 22 s 2015 74.63

H. Contractor's Profit (CP) 0% per D.O. 22 s 2015 -

I. Value Added Tax (VAT) 0% per D.O. 22 s 2015 -

J. Total Cost 1,567.32

k. Total Unit Cost 851.81

CONSTRUCTION OF 1 - UNIT HAND WASHING COUNTER DETACHED (10

UNITS OF FAUCET)

DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:

Location:

Item No./Description: 104 Embankment

Unit of Measurement: cu.m.

Output per day: 40.00 cu.m. /day

Quantity: 2.00 cu.m.

Designation No. Person No. of Days Daily Rate Amount

A. Labor

a. Construction Foreman/Eng'g Assist. 1 0.10 524.00 52.40

b. Skilled Laborer 4 0.10 366.00 146.40

b. Laborer 4 0.10 317.00 126.80

Sub-Total for A P 325.60

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

B. Equipment

a. Plate Compactor 1 0.10 984.00 98.40

Sub-Total for B P 98.40

C. Total (A+B) 424.00 D. Output per day = 40.00 cu.m. /day

Name and Specifications Quantity Unit Unit Cost Amount

E.

a. Filling Materials (loose volume) 2 cu.m. 380.00 760.00

Note: Use Filling Materials for Backfill and Fill

Sub-Total for E P 760.00

F. Direct Cost (C+E) 1,184.00

G. Overhead, Contingencies & Miscellaneous 5% per D.O. 22 s 2015 59.20

H. Contractor's Profit (CP) 0% per D.O. 22 s 2015 -

I. Value Added Tax (VAT) 0% per D.O. 22 s 2015 -

J. Total Cost 1,243.20

k. Total Unit Cost 621.60

CONSTRUCTION OF 1 - UNIT HAND WASHING COUNTER DETACHED (10 UNITS OF FAUCET)Guiwan Elementary School, Bougainvillea Road, Brgy. Guiwan, Zamboanga City

Materials (25% Shrinkage Factor)

Page 3 of 26

DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:

Location:

Item No./Description: 404 Reinforcing Steel

Unit of Measurement: kgs.

Output per day: 609.84 kgs. /day

Quantity: 161.14 kgs.

Designation No. Person No. of Days Daily Rate Amount

A. Labor

a. Construction Foreman/Eng'g Assist. 1 0.30 524.00 157.20

b. Skilled Laborer 10 0.30 366.00 1,098.00

b. Laborer 6 0.30 317.00 570.60

Sub-Total for A P 1,825.80

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

B. Equipment

a. Bar Cutter 1 0.30 1,758.00 527.40

b. Bar Bender 1 0.30 2,812.00 843.60

Sub-Total for B P 1,371.00

C. Total (A+B) 3,196.80 D. Output per day = 609.84 kgs. /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materials

1. Column Footing

11.37 kgs. 42.40 482.00

#16 G.I. Tie-wire 0.40 kg. 59.00 23.60

2. Wall Footings

8.53 kgs. 42.40 361.59

5.91 kgs. 32.43 191.73

#16 G.I. Tie-wire 0.40 kg. 59.00 23.60

3. Columns

22.17 kgs. 42.40 939.92

7.38 kgs. 32.43 239.20

#16 G.I. Tie-wire 1.60 kgs. 59.00 94.40

4. Roof Beams

17.05 kgs. 42.40 722.84

11.82 kgs. 32.43 383.45

#16 G.I. Tie-wire 1.20 kgs. 59.00 70.80

5. Brace Beam

14.78 kgs. 32.43 479.45

CONSTRUCTION OF 1 - UNIT HAND WASHING COUNTER DETACHED (10 UNITS OF FAUCET)Guiwan Elementary School, Bougainvillea Road, Brgy. Guiwan, Zamboanga City

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

12mm.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

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

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

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

Page 4 of 26

#16 G.I. Tie-wire 0.80 kg. 59.00 47.20

6. Lintel Beam

5.92 kgs. 32.43 191.99

#16 G.I. Tie-wire 0.40 kg. 59.00 23.60

7. Concrete Lavatory

26.64 kgs. 32.43 863.94

#16 G.I. Tie-wire 1.20 kg. 59.00 70.80

8. Floor Slab

14.78 kgs. 32.43 479.45

14.78 kgs. 40.54 599.34

#16 G.I. Tie-wire 0.80 kg. 59.00 47.20

Sub-Total for E P 6,336.09

F. Direct Cost (C+E) 9,532.89

G. Overhead, Contingencies & Miscellaneous 5% per D.O. 22 s 2015 476.64

H. Contractor's Profit (CP) 0% per D.O. 22 s 2015 -

I. Value Added Tax (VAT) 0% per D.O. 22 s 2015 -

J. Total Cost 10,009.53

k. Total Unit Cost 62.12

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

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

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

10mm.Ø x 7.50m. Def. Reinforcing Steel

Page 5 of 26

DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:

Location:

Item No./Description: 405 Structural Concrete

Unit of Measurement: cu.m.

Output per day: 4.41 cu.m./day

Quantity: 2.93 cu.m.

Designation No. Person No. of Days Daily Rate Amount

A. Labor

a. Construction Foreman/Eng'g Assist. 1 0.70 524.00 366.80

b. Skilled Laborer 10 0.70 366.00 2,562.00

b. Laborer 6 0.70 317.00 1,331.40

Sub-Total for A P 4,260.20

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

B. Equipment

a. Concrete Bagger Mixer 1 0.70 1,376.00 963.20

Sub-Total for B P 963.20

C. Total (A+B) 5,223.40 D. Output per day = 4.41 cu.m. /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materials

1. Column Footing

Volume: 0.14 cu.m.

Portland Cement 1 bag 260.00 260.00

Washed Sand 0.07 cu.m. 950.00 66.50

Gravel 0.14 cu.m. 950.00 133.00

2. Wall Footings

Volume: 0.16 cu.m.

Portland Cement 2 bags 260.00 520.00

Washed Sand 0.08 cu.m. 950.00 76.00

Gravel 0.16 cu.m. 950.00 152.00

3. Columns

Volume: 0.19 cu.m.

Portland Cement 2 bags 260.00 520.00

Washed Sand 0.10 cu.m. 950.00 95.00

Gravel 0.20 cu.m. 950.00 190.00

4. Roof Beam

Volume: 0.08 cu.m.

Portland Cement 1 bag 260.00 260.00

CONSTRUCTION OF 1 - UNIT HAND WASHING COUNTER DETACHED (10 UNITS OF FAUCET)Guiwan Elementary School, Bougainvillea Road, Brgy. Guiwan, Zamboanga City

Page 6 of 26

Washed Sand 0.04 cu.m. 950.00 38.00

Gravel 0.08 cu.m. 950.00 76.00

5. Brace Beam

Volume: 0.06 cu.m.

Portland Cement 1 bags 260.00 260.00

Washed Sand 0.03 cu.m. 950.00 28.50

Gravel 0.06 cu.m. 950.00 57.00

6. Floor Slab

Volume: 1.82 cu.m.

Portland Cement 18 bags 260.00 4,680.00

Washed Sand 0.90 cu.m. 950.00 855.00

Gravel 1.80 cu.m. 950.00 1,710.00

7. Lintel Beam

Volume: 0.26 cu.m.

Portland Cement 3 bags 260.00 780.00

Washed Sand 0.13 cu.m. 950.00 123.50

Gravel 0.26 cu.m. 950.00 247.00

8. Concrete Lavatory

Volume: 0.22 cu.m.

Portland Cement 2 bags 260.00 520.00

Washed Sand 0.11 cu.m. 950.00 104.50

Gravel 0.22 cu.m. 950.00 209.00

Waterproofing (900 grams/pack) 2 packs 33.00 66.00

7. Forms12mm. Thk. x 1.20m. x 2.40m. Ordinary Plywood 3 shts. 871.00 2,613.00

19pcs. - 2" x 3" x 10' Coco Lumber 76 bd.ft. 20.00 1,520.00

4pcs. - 2" x 3" x 8' Coco Lumber 3 bd.ft. 20.00 60.00

2" C.W. Nail 2 kgs. 84.00 189.00

4" C.W. Nail 1 kg. 77.00 77.00

Sub-Total for E P 16,486.00

F. Direct Cost (C+E) 21,709.40

G. Overhead, Contingencies & Miscellaneous 5% per D.O. 22 s 2015 1,085.47

H. Contractor's Profit (CP) 0% per D.O. 22 s 2015 -

I. Value Added Tax (VAT) 0% per D.O. 22 s 2015 -

J. Total Cost 22,794.87

k. Total Unit Cost 7,770.11

Page 7 of 26

DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:

Location:

Item No./Description: SPL - 1 Roofing Works

Unit of Measurement: sq.m.

Output per day: 5.37 sq.m./day

Quantity: 10.09 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 6 2 366.00 4,392.00

b. Laborer 4 2 317.00 2,536.00

Sub-Total for A P 7,976.00

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) 14,832.00 D. Output per day = 5.37 sq.m. /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materials

1. Trusses4 pcs. 1,130.00 4,520.00

6011 Welding Rod 0.5 kg. 144.00 72.00

2. Channel Purlins

#14 x 50mm. x 75mm. x 6.00m. G.I. C-Purlins 4 pcs. 532.00 2,128.00

1 pc. 1,130.00 1,130.00

2 pcs. 175.00 350.00

6011 Welding Rod 0.5 kg. 144.00 72.00

3. Fascia Framing and Backing

2mm. Thk. x 20mm. x 20mm. x 6.0m. Angle Bar 5 pcs. 526.00 2,630.00

6011 Welding Rod 0.5 kg. 144.00 72.00

4. Roofing Sheets, Gutters and Ridge Rolls2 pcs. 506.00 1,012.00

2 pcs. 802.00 1,604.00

80 pcs. 4.50 360.00

CONSTRUCTION OF 1 - UNIT HAND WASHING COUNTER DETACHED (10 UNITS OF FAUCET)Guiwan Elementary School, Bougainvillea Road, Brgy. Guiwan, Zamboanga City

4mm. Thk. x 50mm. x 50mm. x 6.00m. M.S. Angle

Bar

4mm. Thk. x 50mm. x 50mm. x 6.00m. M.S. Angle

Bar (Cleat Angle)

10mm.Ø x 6.00m. Plain Round Bar (Sag Rod)

0.4mm. Thk. x 0.40m. x 2.40m. Galvalume Ridge Roll, Pre-painted0.4mm. Thk. x 0.45m. x 3.65m. Galvalume Spanish Flashing, Pre-painted

3mm.Ø x 10mm. Alum. Blind Rivet

Page 8 of 26

7 shts. 1,574.00 11,018.00

182 pcs. 2.00 364.00

100mm.Ø Grinding Wheel 4 pcs. 135.00 540.00

Sub-Total for E P 25,872.00

F. Direct Cost (C+E) 40,704.00

G. Overhead, Contingencies & Miscellaneous 5% per D.O. 22 s 2015 2,035.20

H. Contractor's Profit (CP) 0% per D.O. 22 s 2015 -

I. Value Added Tax (VAT) 0% per D.O. 22 s 2015 -

J. Total Cost 42,739.20

k. Total Unit Cost 4,234.96

0.4mm. Thk. x 800mm. x 1.83m. Ordinary Corrugated (915) Galvalume Roofing Sheet, Pre-painted4mm x 38mm Tekscrew (for metal) w/ neoprene washer

DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:

Location:

Item No./Description: SPL - 2a Setting of 100mm. CHB

Unit of Measurement: sq.m.

Output per day: 10.00 sq.m./day

Quantity: 8.49 sq.m.

Designation No. Person No. of Days Daily Rate Amount

A. Labor

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

b. Skilled Laborer 1 1 366.00 366.00

b. Laborer 2 1 317.00 634.00

Sub-Total for A P 1,524.00

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) 1,524.00 D. Output per day = 10.00 sq.m. /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materials

a. 100mm. x 200mm. x 400mm. CHB (NLB) 86 pcs. 14.00 1,204.00

b. Washed Sand 0.32 cu.m. 950.00 304.00

c. Portland Cement 5 bags 260.00 1,300.00

d. 6 pcs. 120.00 720.00

e. #16 G.I. Tie-wire 1 kg. 59.00 59.00

f. Hacksaw Blade 3 pcs. 50.00 150.00

Sub-Total for E P 3,737.00

F. Direct Cost (C+E) 5,261.00

G. Overhead, Contingencies & Miscellaneous 5% per D.O. 22 s 2015 263.05

H. Contractor's Profit (CP) 0% per D.O. 22 s 2015 -

I. Value Added Tax (VAT) 0% per D.O. 22 s 2015 -

J. Total Cost 5,524.05

k. Total Unit Cost 650.50

CONSTRUCTION OF 1 - UNIT HAND WASHING COUNTER DETACHED (10 UNITS OF FAUCET)Guiwan Elementary School, Bougainvillea Road, Brgy. Guiwan, Zamboanga City

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

DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:

Location:

Item No./Description: SPL - 3a Ceiling Joist and Hangers

Unit of Measurement: sq.m.

Output per day: 16.00 sq.m./day

Quantity: 8.07 sq.m.

Designation No. Person No. of Days Daily Rate Amount

A. Labor

a. Construction Foreman/Eng'g Assist. 1 0.5 524.00 262.00

b. Skilled Laborer 1 0.5 366.00 183.00

b. Laborer 1 0.5 317.00 158.50

Sub-Total for A P 603.50

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) 603.50 D. Output per day = 16.00 sq.m. /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materialsa. 25pcs. - 2" x 2" x 8' Mahogany Wood 53 bd.ft. 41.00 2,173.00

b. 4" C.W. Nail 1 kg. 85.00 85.00

Sub-Total for E P 2,258.00

F. Direct Cost (C+E) 2,861.50

G. Overhead, Contingencies & Miscellaneous 5% per D.O. 22 s 2015 143.08

H. Contractor's Profit (CP) 0% per D.O. 22 s 2015 -

I. Value Added Tax (VAT) 0% per D.O. 22 s 2015 -

J. Total Cost 3,004.58

k. Total Unit Cost 372.15

CONSTRUCTION OF 1 - UNIT HAND WASHING COUNTER DETACHED (10 UNITS OF FAUCET)Guiwan Elementary School, Bougainvillea Road, Brgy. Guiwan, Zamboanga City

DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:

Location:

Item No./Description: SPL - 3b Installation of Ceiling Board

Unit of Measurement: sq.m.

Output per day: 30.00 sq.m./day

Quantity: 8.07 sq.m.

Designation No. Person No. of Days Daily Rate Amount

A. Labor

a. Construction Foreman/Eng'g Assist. 1 0.30 524.00 157.20

b. Skilled Laborer 1 0.30 366.00 109.80

b. Laborer 1 0.30 317.00 95.10

Sub-Total for A P 362.10

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) 362.10 D. Output per day = 30.00 sq.m. /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materialsa. 6mm. Thk. x 1.20m. x 2.40m. Marine Plywood 3 shts. 509.00 1,527.00

b. 2" Finishing Nails 1 kg. 94.00 94.00

Sub-Total for E P 1,621.00

F. Direct Cost (C+E) 1,983.10

G. Overhead, Contingencies & Miscellaneous 5% per D.O. 22 s 2015 99.16

H. Contractor's Profit (CP) 0% per D.O. 22 s 2015 -

I. Value Added Tax (VAT) 0% per D.O. 22 s 2015 -

J. Total Cost 2,082.26

k. Total Unit Cost 257.91

CONSTRUCTION OF 1 - UNIT HAND WASHING COUNTER DETACHED (10

UNITS OF FAUCET)Guiwan Elementary School, Bougainvillea Road, Brgy. Guiwan, Zamboanga City

DETAILED UNIT PRICE ANALYSIS

Location:

Item No./Description: SPL - 3c Installation of Fascia Board

Unit of Measurement: sq.m.

Output per day: 30.00 sq.m./day

Quantity: 9.19 sq.m.

Designation No. Person No. of Days Daily Rate Amount

A. Labor

a. Construction Foreman/Eng'g Assist. 1 0.30 524.00 157.20

b. Skilled Laborer 1 0.30 366.00 109.80

b. Laborer 1 0.30 317.00 95.10

Sub-Total for A P 362.10

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

B. Equipment

a. Electric Handrill 1 0.30 300.00 90.00

Minor Tools (10% of Labor Cost) 36.00

Sub-Total for B P 126.00

C. Total (A+B) 488.10 D. Output per day = 30.00 sq.m. /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materialsa.

5 pcs. 352.00 1,760.00

b. 40 pcs. 2.00 80.00

Sub-Total for E P 1,840.00

F. Direct Cost (C+E) 2,328.10

G. Overhead, Contingencies & Miscellaneous 5% per D.O. 22 s 2015 116.41

H. Contractor's Profit (CP) 0% per D.O. 22 s 2015 -

I. Value Added Tax (VAT) 0% per D.O. 22 s 2015 -

J. Total Cost 2,444.51

k. Total Unit Cost 265.94

CONSTRUCTION OF 1 - UNIT HAND WASHING COUNTER DETACHED (10 UNITS OF FAUCET)Guiwan Elementary School, Bougainvillea Road, Brgy. Guiwan, Zamboanga City

12mm. Thk. x 300mm. x 2.40m. Fiber Cement Fascia Board

32mm. Long Galvanized/Zinc-coated Fiber Cement Screw

DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:

Location:

Item No./Description: SPL - 4 Tile Works

Unit of Measurement: sq.m.

Output per day: 1.52 sq.m./day

Quantity: 5.10 sq.m.

Designation No. Person No. of Days Daily Rate Amount

A. Labor

a. Construction Foreman/Eng'g Assist. 1 3.35 524.00 1,756.78

b. Skilled Laborer 1 3.35 366.00 1,227.06

b. Laborer 1 3.35 317.00 1,062.78

Sub-Total for A P 4,046.63

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

B. Equipment

a. Angular Grinder 1 3.35 300.00 1,005.79

Sub-Total for B P 1,005.79

C. Total (A+B) 5,052.42 D. Output per day = 1.52 sq.m. /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materialsa. 200mm. x 200mm. Glazed Ceramic Wall Tiles 140 pcs. 15.00 2,100.00

b. Portland Cement 1 bag 260.00 260.00

c. Tile Adhesive (25kg./bag) 1 bag 253.00 253.00

d. Tile Grout (2kg./pack) 2 packs 56.00 112.00

e. 6mm. x 2.40m. Tile Trim Plain 5 pcs. 40.00 200.00

f. 1 pc. 94.00 94.00

Sub-Total for E P 3,019.00

F. Direct Cost (C+E) 8,071.42

G. Overhead, Contingencies & Miscellaneous 5% per D.O. 22 s 2015 403.57

H. Contractor's Profit (CP) 0% per D.O. 22 s 2015 -

I. Value Added Tax (VAT) 0% per D.O. 22 s 2015 -

J. Total Cost 8,474.99

k. Total Unit Cost 1,663.07

CONSTRUCTION OF 1 - UNIT HAND WASHING COUNTER DETACHED (10 UNITS OF FAUCET)Guiwan Elementary School, Bougainvillea Road, Brgy. Guiwan, Zamboanga City

100mm.Ø Grinding Dics

DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:

Location:

Item No./Description: SPL - 5 Plastering Works (16mm. Thk.)

Unit of Measurement: sq.m.

Output per day: 12.00 sq.m./day

Quantity: 11.58 sq.m.

Designation No. Person No. of Days Daily Rate Amount

A. Labor

a. Construction Foreman/Eng'g Assist. 1 0.96 524.00 505.49

b. Skilled Laborer 2 0.96 366.00 706.14

b. Laborer 2 0.96 317.00 611.60

Sub-Total for A P 1,823.22

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) 1,823.22 D. Output per day = 12.00 sq.m. /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materialsa. Portland Cement 3 bags 260.00 780.00 b. Sand (for plastering) 0.20 cu.m. 1,300.00 260.00

c. 6mm.Ø Washed Pebbles 2 bags 473.00 946.00

Sub-Total for E P 1,986.00

F. Direct Cost (C+E) 3,809.22

G. Overhead, Contingencies & Miscellaneous 5% per D.O. 22 s 2015 190.46

H. Contractor's Profit (CP) 0% per D.O. 22 s 2015 -

I. Value Added Tax (VAT) 0% per D.O. 22 s 2015 -

J. Total Cost 3,999.68

k. Total Unit Cost 345.51

CONSTRUCTION OF 1 - UNIT HAND WASHING COUNTER DETACHED (10

UNITS OF FAUCET)Guiwan Elementary School, Bougainvillea Road, Brgy. Guiwan, Zamboanga City

Note: One out of 3 bags of cement will be used on pavers

DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:

Location:

Item No./Description: SPL - 6 Painting Works

Unit of Measurement: sq.m.

Output per day: 54.40 sq.m./day

Quantity: 19.74 sq.m.

Designation No. Person No. of Days Daily Rate Amount

A. Labor

a. Construction Foreman/Eng'g Assist. 1 0.36 524.00 190.14

b. Skilled Laborer 2 0.36 366.00 265.62

b. Laborer 1 0.36 317.00 115.03

Sub-Total for A P 570.79

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) 570.79 D. Output per day = 54.40 sq.m. /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materialsa. Concrete Neutralizer 1 gal. 297.00 297.00 b. Solvent Based Acrylic Cast 1 gal. 438.00 438.00

c. Solvent Based Acrylic Primer 2 gals. 743.00 1,486.00

d. Solvent Based Acrylic Top Coat White 4 gals. 783.00 3,132.00

Solvent Based Thermoplastic Acrylic Rasin:

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

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

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

h. Liquid Tile Venetian Red 1 can 110.00 110.00

i. Liquid Tile Thalo Blue 1 can 110.00 110.00

j. Body Filler w/ Hardener 1 gal. 554.00 554.00

k. Solvent Based Acrylic Reducer 2 gals. 385.00 770.00

l. #120 Sand Paper 8 pcs. 16.00 128.00

m. #150 Sand Paper 8 pcs. 16.00 128.00

n. 7" Roller Brush w/ Handle 1 pcs. 35.00 35.00

o. 4" Paint Brush 2 pcs. 85.00 170.00

p. 2" Paint Brush 2 pcs. 30.00 60.00

Sub-Total for E P 7,748.00

F. Direct Cost (C+E) 8,318.79

G. Overhead, Contingencies & Miscellaneous 5% per D.O. 29 s 2011 415.94

H. Contractor's Profit (CP) 0% per D.O. 29 s 2011 -

I. Value Added Tax (VAT) 0% per D.O. 29 s 2011 -

CONSTRUCTION OF 1 - UNIT HAND WASHING COUNTER DETACHED (10 UNITS OF FAUCET)Guiwan Elementary School, Bougainvillea Road, Brgy. Guiwan, Zamboanga City

J. Total Cost 8,734.73

k. Total Unit Cost 442.49

DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:

Location:

Item No./Description: SPL - 7 Wall Siding Installation

Unit of Measurement: sq.m.

Output per day: 54.40 sq.m./day

Quantity: 1.42 sq.m.

Designation No. Person No. of Days Daily Rate Amount

A. Labor

a. Construction Foreman/Eng'g Assist. 1 0.03 524.00 15.72

b. Skilled Laborer 1 0.03 366.00 10.98

b. Laborer 1 0.03 317.00 9.51

Sub-Total for A P 36.21

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) 36.21 D. Output per day = 54.40 sq.m. /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materialsa. 6mm. Thk. x 1.20m. x 2.40m. Marine Plywood 1 sht. 509.00 509.00

b. 6pcs. - 2" x 2" x 8' Mahogany Wood 16 bd.ft. 41.00 656.00

c. 4" C.W. Nail 0.25 kg. 85.00 21.25

Sub-Total for E P 1,186.25

F. Direct Cost (C+E) 1,222.46

G. Overhead, Contingencies & Miscellaneous 5% per D.O. 22 s 2015 61.12

H. Contractor's Profit (CP) 0% per D.O. 22 s 2015 -

I. Value Added Tax (VAT) 0% per D.O. 22 s 2015 -

J. Total Cost 1,283.58

k. Total Unit Cost 903.93

CONSTRUCTION OF 1 - UNIT HAND WASHING COUNTER DETACHED (10 UNITS OF FAUCET)Guiwan Elementary School, Bougainvillea Road, Brgy. Guiwan, Zamboanga City

Page 18 of 26

DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:

Location:

Item No./Description: SPL - 8 Plumbing Works

Unit of Measurement: fixtures

Output per day: 1.33 fixture/day

Quantity: 4.00 fixtures

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 1 3 366.00 1,098.00

b. Laborer 1 3 317.00 951.00

Sub-Total for A P 3,621.00

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

B. Equipment

a. Portable Electric Handrill 1 3 300.00 900.00

b. Portable Pipe Threader 1 3 500.00 1,500.00

Minor Tools (10% of labor cost) 362.10

Sub-Total for B P 2,762.10

C. Total (A+B) 6,383.10 D. Output per day = 1.33 fixtures/day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materials1. Fixtures and Accessories

4 units 269.00 1,076.00

2. Sanitary Pipes

100mm.Ø x 50mm.Ø Sanitary PVC Tee, S-100 2 pcs. 116.00 232.00

100mm.Ø x 3.00m. Sanitary PVC Pipe, S-1000 1 pc. 693.00 693.00

50mm.Ø x 3.00m. Sanitary PVC Pipe, S-1000 2 pcs. 260.00 520.00

100mm.Ø Sanitary PVC Coupling, S-1000 1 pc. 66.00 66.00

50mm.Ø Sanitary PVC P-Trap, S-1000 4 pcs. 102.00 408.00

50mm.Ø x 50mm.Ø Sanitary PVC Tee, S-1000 2 pcs. 46.00 92.00

2 pcs. 33.00 66.00

1 pcs. 76.00 76.00

1 pc. 78.00 78.00

PVC Pipe Cement Solvent (200cc/can) 3 cans 166.00 498.00

3. Cold Pipe2 pcs. 23.00 46.00

8 pcs. 30.00 240.00

CONSTRUCTION OF 1 - UNIT HAND WASHING COUNTER DETACHED (10

UNITS OF FAUCET)Guiwan Elementary School, Bougainvillea Road, Brgy. Guiwan, Zamboanga City

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

50mm.Ø x 90o Sanitary PVC Elbow, S-1000

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

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

Standard12mm.Ø x 12mm.Ø G.I. Tee, ANSI B16.3 Class 150-Standrad

Page 19 of 26

1 pc. 97.00 97.00

12mm.Ø Water Meter Stand Set 1 pc. 1,675.00 1,675.00

2 pcs. 746.00 1,492.00

8 pcs. 18.00 144.00

12mm.Ø G.I. Cap, ANSI B16.3 Class 150-Standard 1 pc. 11.00 11.00

12mm.Ø Faucet - Plain Bibb 6 pcs. 359.00 2,154.00

19mm. Teflon Tape 5 rolls 31.00 155.00

Sub-Total for E P 9,819.00

F. Direct Cost (C+E) 16,202.10

G. Overhead, Contingencies & Miscellaneous 5% per D.O. 29 s 2011 810.11

H. Contractor's Profit (CP) 0% per D.O. 29 s 2011 -

I. Value Added Tax (VAT) 0% per D.O. 29 s 2011 -

J. Total Cost 17,012.21

k. Total Unit Cost 4,253.05

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

12mm.Ø x 6.00m. G.I. Pipe ASTM A53-90A Heavy Gauge Standard12mm.Ø G.I. Coupling, ANSI B16.3 Class 150-Standard

DETAILED UNIT PRICE ANALYSIS

PROJECT NAME:

Location:

Item No./Description: SPL - 9 Scaffolding Works

Unit of Measurement: sq.m.

Output per day: 5.20 sq.m. /day

Quantity: 4.46 sq.m.

Designation No. Person No. of Days Daily Rate Amount

A. Labor

a. Construction Foreman/Eng'g Assist. 1 0.86 524.00 450.64

b. Skilled Laborer 1 0.86 366.00 314.76

b. Laborer 1 0.86 317.00 272.62

Sub-Total for A P 1,038.02

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) 1,038.02 D. Output per day = 5.20 sq.m. /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materialsa. 10pcs. - 2" x 4" x 10' Coco Lumber 0.15812 cu.m. 8,899.44 1,407.18

b. 7pcs. - 2" x 3" x 10' Coco Lumber 0.08260 cu.m. 8,899.44 735.09

c. 4" C.W. Nail 2 kgs. 85.00 170.00

Sub-Total for E P 2,312.27

F. Direct Cost (C+E) 3,350.29

G. Overhead, Contingencies & Miscellaneous 5% per D.O. 29 s 2011 167.51

H. Contractor's Profit (CP) 0% per D.O. 29 s 2011 -

I. Value Added Tax (VAT) 0% per D.O. 29 s 2011 -

J. Total Cost 3,517.81

k. Total Unit Cost 788.75

CONSTRUCTION OF 1 - UNIT HAND WASHING COUNTER DETACHED (10

UNITS OF FAUCET)Guiwan Elementary School, Bougainvillea Road, Brgy. Guiwan, Zamboanga City

Republic of the PhilippinesZAMBOANGA CITY WATER DISTRICT

Pilar St., Zamboanga City

GANTT CHARTPROJECT : CONSTRUCTION OF 1 - UNIT HAND WASHING COUNTER DETACHED (10 UNITS OF FAUCET)Location : Guiwan Elementary School, Bougainvillea Road, Brgy. Guiwan, Zamboanga CityProject Cost : Php 143,805.89 Project Duration : Thirty (30) Calendar DaysManpower Requirements : 11 Manpower (1-Construction Foreman/Eng'g Assist., 4-Laborer and 6-Skilled Laborer)

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

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

Mobilization/Demobilization PhP 1,356.66 0.94%103 Layout and Excavation Works PhP 1,567.32 1.09%

104 Embankment PhP 1,243.20 0.86%

404 Reinforcing Steel Bar PhP 10,009.53 6.96%

405 Structural Concrete PhP 22,794.87 15.85%

SPL-1 Roofing Works PhP 47,359.20 32.93%

SPL-2a Setting of 100mm. Thk. CHB PhP 5,524.05 3.84%

SPL-3a Ceiling Joist and Hangers PhP 3,734.01 2.60%SPL-3b Installation of Ceiling Board PhP 2,616.71 1.82%SPL-3c Installation of Fascia Board PhP 3,001.74 2.09%SPL-4 Tile Works PhP 10,050.60 6.99%SPL-5 Plastering Works (16mm. Thk.) PhP 3,999.68 2.78%SPL-6 Painting Works PhP 8,734.73 6.07%SPL-7 Wall Siding Installation PhP 1,283.58 0.89%SPL-8 Plumbing Works PhP 17,012.21 11.83%SPL-9 Scaffolding Works PhP 3,517.80 2.45%

TOTAL PROJECT COST Php 143,805.89 100%

CASH OUTLAY REQUIREMENT Php143,805.89

TARGETED COMPLETION THIS PERIOD 100.00%

COMMULATIVE COMPLETION TO DATE 100.00%

Recommending

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

FELIXBERTO R. CAARE, JR. RMP EDITO M. BAUTISTA MARLI ACOSTA-DE FIESTA ARNULFO A. ALFONSO LEONARDO REY D. VASQUEZResearcher/Analyst A (J.O.) Officer-In-Charge Officer-In-Charge Assistant General Manager General ManagerPlanning Division Design Division Engineering and Construction DepartmentTechnical Services Group

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 ADMIN.

CONSTRUCTION OF 1 - UNIT HAND WASHING COUNTER DETACHED (10 UNITS OF FAUCET)Guiwan Elementary School, Bougainvillea Road, Brgy. Guiwan, Zamboanga City

Stations : Length : Contract Duration: Thirty (30) Calendar Days

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) 5%((5)+(9)) (9)+(10) (5)+(11) (13)/(3)Mobilization/Demobilization 1 lot 1,356.66 0% 0% 0% 0.00 0.00 0.00 1,356.66 1,356.66

103 Layout and Excavation Works 1.84 cu.m. 1,492.69 5% 0% 5% 74.63 0.00 74.63 1,567.32 851.80104 Embankment 2.00 cu.m. 1,184.00 5% 0% 5% 59.20 0.00 59.20 1,243.20 621.60404 Reinforcing Steel Bar 161.14 kgs. 9,532.89 5% 0% 5% 476.64 0.00 476.64 10,009.53 62.12405 Structural Concrete 2.93 cu.m. 21,709.40 5% 0% 5% 1,085.47 0.00 1,085.47 22,794.87 7,770.11

SPL-1 Roofing Works 10.09 sq.m. 45,104.00 5% 0% 5% 2,255.20 0.00 2,255.20 47,359.20 4,693.68SPL-2a Setting of 100mm. Thk. CHB 8.49 sq.m. 5,261.00 5% 0% 5% 263.05 0.00 263.05 5,524.05 650.50SPL-3a Ceiling Joist and Hangers 10.09 sq.m. 3,556.20 5% 0% 5% 177.81 0.00 177.81 3,734.01 370.07SPL-3b Installation of Ceiling Board 10.09 sq.m. 2,492.10 5% 0% 5% 124.61 0.00 124.61 2,616.71 259.34SPL-3c Installation of Fascia Board 11.49 sq.m. 2,858.80 5% 0% 5% 142.94 0.00 142.94 3,001.74 261.25SPL-4 Tile Works 6.37 sq.m. 9,572.00 5% 0% 5% 478.60 0.00 478.60 10,050.60 1,577.80SPL-5 Plastering Works (16mm. Thk.) 11.58 sq.m. 3,809.22 5% 0% 5% 190.46 0.00 190.46 3,999.68 345.51SPL-6 Painting Works 19.74 sq.m. 8,318.79 5% 0% 5% 415.94 0.00 415.94 8,734.73 442.49SPL-7 Wall Siding Installation 1.42 sq.m. 1,222.46 5% 0% 5% 61.12 0.00 61.12 1,283.58 903.93SPL-8 Plumbing Works 4.00 fixtures 16,202.10 5% 0% 5% 810.11 0.00 810.11 17,012.21 4,253.05SPL-9 Scaffolding Works 4.46 sq.m. 3,350.29 5% 0% 5% 167.51 0.00 167.51 3,517.80 788.75

TOTAL 137,022.60 6,783.29 143,805.90

Prepared by: Checked & Reviewed by: Approved by: Recommending Project Implementation:

FELIXBERTO R. CAARE, JR., RMP EDITO M. BAUTISTA, JR. 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 & Construction DepartmentTechnical Services Group

Approved for Project Implementation:

LEONARDO REY D. VASQUEZGeneral Manager

PROJECT/LOCATION OF PROJECT: CONSTRUCTION OF 1 - UNIT HAND WASHING COUNTER DETACHED (10 UNITS OF FAUCET)

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

BREAKDOWN OF EXPENDITURES % OF TOTAL AMOUNTI - ESTIMATED COST

A. DIRECT COST:1. Mobilization/Demobilization . . . . . . . . . . . . . . . . . . . . . 0.99 1,356.66 2. Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 63.03 86,147.70

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

3. Labor (including fringe benefits) . . . . . . . . . . . . . . . . . . 21.00 28,700.77 4. Equipment Expenses . . . . . . . . . . . . . . . . . . . . . . . . . 9.65 13,182.49

B.1. INDIRECT COST:1. Overhead contingency Miscellaneous . . . . . . . . . . . . . . 4.68 6,401.55 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) 135,789.20

II - ESTIMATED GOVERNMENT EXPENDITURES1. Engineering & Administrative Overhead 0.65 882.63 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

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 100.00 136,671.83

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

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:

LEONARDO REY D. VASQUEZ

General Manager

Republic of the Philippines ZAMBOANGA CITY WATER DISTRICT

Pilar Street, Zamboanga City

INDIVIDUAL PROGRAM OF WORK

31-Mar-15

PROJECT/LOCATION OF PROJECT: APPROPRIATE: Php136,671.83SOURCE OF FUNDS:ISSUED OBLIGATED:AUTHORITY RELEASED:CALENDAR DAYS Thirty (30) Calendar Days

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

School FacilityCONTRACT / / ADMINISTRATION / X /

PROJECT DESCRIPTION:Construction of 10 Units Faucet Hand Washing Counter

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

1 Construction Foreman/Eng'g Assist.1 Carpenter 1 Plumber1 Steelman1 Welder1 Painter1 Masons4 Laborers

ESTIMATED COST OF PROPOSED PROJECTS

ITEM NO. DESCRIPTION UNIT QTY.DIRECT COST

TOTAL UNIT COSTMobilization/Demobilization 0.99% lot 1.00 1,356.66 1,356.66 1,356.66

103 Layout and Excavation Works 1.09% cu.m. 1.84 1,492.69 811.24 851.81 104 Embankment 0.86% cu.m. 2.00 1,184.00 592.00 621.60 404 Reinforcing Steel Bar 6.96% kgs. 161.14 9,532.89 59.16 62.12 405 Structural Concrete 15.84% cu.m. 2.93 21,709.40 7,400.11 7,770.11

SPL-1 Roofing Works 32.92% sq.m. 10.09 45,104.00 4,470.17 4,234.96 SPL-2a Setting of 100mm. Thk. CHB 3.84% sq.m. 8.49 5,261.00 619.52 650.50 SPL-3a Ceiling Joist and Hangers 2.60% sq.m. 10.09 3,556.20 352.45 372.15

SPL-3b Installation of Ceiling Board 1.82% sq.m. 10.09 2,492.10 246.99 257.91

SPL-3c Installation of Fascia Board 2.09% sq.m. 11.49 2,858.80 248.81 265.94

SPL-4 Tile Works 6.99% sq.m. 6.37 9,572.00 1,502.67 1,663.07

SPL-5 Plastering Works (16mm. Thk.) 2.78% sq.m. 11.58 3,809.22 329.06 345.51

SPL-6 Painting Works 6.07% sq.m. 19.74 8,318.79 421.42 442.49

SPL-7 Wall Siding Installation 0.89% sq.m. 1.42 1,222.46 860.89 903.93

SPL-8 Plumbing Works 11.82%fixtures 4.00 16,202.10 4,050.53 4,253.05

SPL-9 Scaffolding Works 2.45% sq.m. 4.46 3,350.29 751.19 788.75

TOTAL 100% 137,022.60

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

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

APPROVED FOR PROJECT IMPLEMENTATION:

CONSTRUCTION OF 1 - UNIT HAND WASHING COUNTER DETACHED (10 UNITS OF FAUCET)

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

% OF TOTAL

ADJUSTED UNIT COST

LEONARDO REY D. VASQUEZ

General Manager