Hand Wash Counter - By Admin
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![Page 1: Hand Wash Counter - By Admin](https://reader036.fdocuments.in/reader036/viewer/2022081516/563db8c5550346aa9a96c880/html5/thumbnails/1.jpg)
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)
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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)
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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J. Total Cost 8,734.73
k. Total Unit Cost 442.49
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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
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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
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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
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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
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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
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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
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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
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General Manager
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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
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LEONARDO REY D. VASQUEZ
General Manager