StandPost Estimate

Project : PROPOSED CONSTRUCTION OF COMFORT ROOM AT TAMION
Location : Upper Tamion, Vitali, Zamboanga City
Scope of Work :
NON-ENGINEERING BASIC ITEMS
SUPERVISION
ENGINEERING BASIC ITEMS
I. MOBILIZATION
II. HAULING OF MATERIALS
III. LAYOUTING & EXCAVATION WORKS
IV. FORMS & SCAFFOLDING WORKS
V. CONCRETING WORKS
VI. REBAR WORKS
VII. MASONRY WORKS
VIII. TRUSSES WORKS
X. ROOFING WORKS
XI. PLUMBING WORKS
XII. PAINTING WORKS
XIII. DOORS, WINDOWS & WINDOW JAMBS & OTHERS
XIV. CONSTRUCTION OF SEPTIC TANK
XV. ELECTRICAL WORKS
XVI. DEMOBILIZATION WORKS
Cost of Project :
Qty. Unit Unit Cost Amount Total Cost
NON-ENGINEERING BASIC ITEMS
SUPERVISION
1 - Engineering Assistant 24 days 524.00 12,576.00 12,576.00
TOTAL DIRECT COST 12,576.00
OVERHEAD EXPENSES 629.00
PHYSICAL CONTINGENCIES 503.00
MISCELLANEOUS EXPENSES 126.00 1,258.00
TOTAL COST OF SUPERVISION 13,834.00
ENGINEERING BASIC ITEMS
I. MOBILIZATION 1 lot 5,000.00 5,000.00 5,000.00
TOTAL DIRECT COST 5,000.00
OVERHEAD EXPENSES 250.00
PHYSICAL CONTINGENCIES 200.00
MISCELLANEOUS EXPENSES 50.00 500.00
TOTAL COST OF ITEM I 5,500.00
II. HAULING OF MATERIALS
A. Labor:
2 - Laborers 3 days 317.00 1,902.00 1,902.00
B. Equipment Rental/Fuel:
1 - Unit Boom Truck 3 days 5,000.00 15,000.00
Diesel Fuel 150 liters 49.00 7,350.00 22,350.00
TOTAL DIRECT COST 24,252.00
OVERHEAD EXPENSES 1,213.00
PHYSICAL CONTINGENCIES 970.00
MISCELLANEOUS EXPENSES 243.00 2,426.00
TOTAL COST OF ITEM II 26,678.00
III. LAYOUTING & EXCAVATION WORKS
A. Materials:
15pcs. - 2" x 4" x 8' Coco Lumber 80 bd.ft. 20.00 1,600.00
#100 Nylon Chord (1kg./roll) 1 roll 110.00 110.00
4" C.W. Nail 1 kg. 72.00 72.00 1,782.00
B. Labor:
Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City
368,387.00 Php
BILL OF MATERIALS & COST ESTIMATES
Item Description
Page 1 of 16
4 - Laborers 2 days 317.00 2536.00
2 - Carpenters 1 day 366.00 732.00 3268.00
TOTAL DIRECT COST 5,050.00
OVERHEAD EXPENSES 253.00
PHYSICAL CONTINGENCIES 202.00
MISCELLANEOUS EXPENSES 51.00 506.00
TOTAL COST OF ITEM III 5,556.00
IV. FORMS & SCAFFOLDING WORKS
A. Materials:
30 pcs. - 2" x 3" x 10' Coco Lumber 150 bd.ft. 20.00 3,000.00
16 pcs. - 2" x 4" x 10' Coco Lumber 107 bd.ft. 20.00 2,140.00
32 pcs. - 2" x 2" x 8' Coco Lumber 85 bd.ft. 20.00 1,700.00
12mm thk. X 1.20m x 2.40m Ordinary Plywood 4 shts. 750.00 3,000.00
2" C.W. Nail 2 kgs. 70.00 140.00
3" C.W. Nail 1 kg. 67.00 67.00
4" C.W. Nail 5 kgs. 72.00 360.00 10,407.00
B. Labor:
1 - Carpenter 3 days 366.00 1,098.00
2 - Laborers 3 days 317.00 1,902.00 3,000.00
TOTAL DIRECT COST 13,407.00
OVERHEAD EXPENSES 670.00
PHYSICAL CONTINGENCIES 536.00
MISCELLANEOUS EXPENSES 134.00 1,340.00
TOTAL COST OF ITEM IV 14,747.00
V. CONCRETING WORKS
A. Materials:
Portland Cement 49 bags 230.00 11,270.00
Washed Sand 3 cu.m. 1,000.00 3,000.00
Gravel (G-3/4) 5 cu.m. 1,000.00 5,000.00 19,270.00
B. Labor:
1 - Mason 3 days 366.00 1,098.00
1 - Carpenter 3 days 366.00 1,098.00
1 - Steelman 3 days 366.00 1,098.00
1 - Plumber 3 days 366.00 1,098.00
1 - Painter 3 days 366.00 1,098.00
4 - Laborers 3 days 317.00 3,804.00 9,294.00
TOTAL DIRECT COST 28,564.00
OVERHEAD EXPENSES 1,428.00
PHYSICAL CONTINGENCIES 1,143.00
MISCELLANEOUS EXPENSES 286.00 2,857.00
TOTAL COST OF ITEM V 31,421.00
VI. REBAR WORKS
A. Materials:
12mmØ x 6.00m DRSB 49 pcs. 240.00 11,760.00
10mmØ x 6.00m DRSB 60 pcs. 165.00 9,900.00
#16 G.I. Tie-wire 14 kgs. 65.00 910.00 22,570.00
B. Labor:
1 - Steelman 3 days 366.00 1,098.00
2 - Laborers 3 days 317.00 1,902.00 3,000.00
TOTAL DIRECT COST 25,570.00
OVERHEAD EXPENSES 1,279.00
PHYSICAL CONTINGENCIES 1,023.00
MISCELLANEOUS EXPENSES 256.00 2,558.00
TOTAL COST OF ITEM VI 28,128.00
VII. MASONRY WORKS
A. Materials:
1. Wall
100mm x 200mm x 400mm CHB (NLB) 491 pcs. 14.00 6,874.00
10mmØ x 6.00m DRSB 33 pcs. 165.00 5,445.00
#16 G.I. Tie-wire 2 kgs. 65.00 130.00
Portland Cement 20 bags 230.00 4,600.00
Washed Sand 2 cu.m. 1,000.00 2,000.00 19,049.00
B. Labor:
1 - Mason 2 days 366.00 732.00
Page 2 of 16
2 - Laborers 2 days 317.00 1,268.00 2,000.00
21,049.00
2. Wall Footing
A. Materials:
150mm x 200mm x 400mm CHB (NLB) 19 pcs. 18.00 342.00
10mmØ x 6.00m DRSB 5 pcs. 165.00 825.00
Portland Cement 2 bags 230.00 460.00
Washed Sand 6 bags 30.00 180.00 1,807.00
B. Labor:
1 - Mason 1 day 366.00 366.00
1 - Laborer 1 day 317.00 317.00 683.00
2,490.00
3. Plastering Works
A. Materials:
Portland Cement 23 bags 230.00 5,290.00
Sand (for Plastering) 4 cu.m. 1,300.00 5,200.00 10,490.00
B. Labor:
1 - Mason 2 days 366.00 732.00
2 - Laborers 2 days 317.00 1,268.00 2,000.00
12,490.00
4. Tile Works
A. Materials:
200mm x 200mm Unglazed Ceramic Floor Tiles 123 pcs. 17.00 2,091.00
200mm x 200mm Glazed Ceramic Wall Tiles 391 pcs. 17.00 6,647.00
100mm x 100mm Glazed Ceramic Tiles 236 pcs. 12.00 2,832.00
Portland Cement 5 bags 230.00 1,150.00
Sand (for Plastering) 1 kg. 1,300.00 1,300.00
Tile Grout/Cement joint Filler (2kg./pack) 8 packs 68.00 544.00
100mmØ Grinding Disc 2 pcs. 101.00 202.00
6mm x 2.40 PVC Tile Trim 8 pcs. 46.00 368.00 15,134.00
B. Labor:
1 - Mason 7 days 366.00 2,562.00
2 - Laborers 7 days 317.00 4,438.00 7,000.00
C. Equipment Rental:
1 - Unit Angle Grinder 7 days 300.00 2,100.00 2,100.00
24,234.00
TOTAL DIRECT COST 60,263.00
OVERHEAD EXPENSES 3,013.00
PHYSICAL CONTINGENCIES 2,411.00
MISCELLANEOUS EXPENSES 603.00 6,027.00
TOTAL COST OF ITEM VII 66,290.00
VIII. TRUSSES WORKS
A. Materials:
6pcs. - 2" x 4" x 10' Mahogany or Equivalent Hard Wood 40 bd.ft. 32.00 1,280.00
- 2" x 4" x 8' Mahogany or Equivalent Hard Wood 64 bd.ft. 32.00 2,048.00
16mmØ x 125mm Anchor Bolts w/ Nut and Washers 12 pcs. 60.00 720.00
16mmØ x 125mm Ordinary Bolts w/ Nut and Washers 12 pcs. 40.00 480.00
6mm thk x 75mm x 75mm x 6.00m Angle Bar 1 pc. 1,800.00 1,800.00
4" C.W. Nail 2 kgs. 72.00 144.00 6,472.00
B. Labor:
1 - Carpenter 3 days 366.00 1,098.00
2 - Laborers 3 days 317.00 1,902.00 3,000.00
TOTAL DIRECT COST 9,472.00
OVERHEAD EXPENSES 474.00
PHYSICAL CONTINGENCIES 379.00
MISCELLANEOUS EXPENSES 95.00 948.00
TOTAL COST OF ITEM VIII 10,420.00
IX. CEILING WORKS
12pcs.
Page 3 of 16
A. Materials:
4.5mm thk x 1.20m x 2.40m Flexboard 7 shts. 380.00 2,660.00
12mm thk x 300mm x 1.20m Fascia Fiber Cement Board 14 pcs. 280.00 3,920.00
25mm x 2.40m Quarter C Moulding Wood 16 pcs. 180.00 2,880.00
44 pcs. - 2" x 2" x 8' Mahogany or Equivalent Hardwood 117 bd.ft. 32.00 3,744.00
4" C.W. Nail 2 kgs. 72.00 144.00
3" C.W. Nail 2 kgs. 67.00 134.00
1" Fiber Cement Board Nail 3 kgs. 98.00 294.00 13,776.00
B. Labor:
1 - Carpenter 3 days 366.00 1,098.00
1 - Laborer 3 days 317.00 951.00 2,049.00
TOTAL DIRECT COST 15,825.00
OVERHEAD EXPENSES 791.00
PHYSICAL CONTINGENCIES 633.00
MISCELLANEOUS EXPENSES 158.00 1,582.00
TOTAL COST OF ITEM IX 17,407.00
X. ROOFING WORKS
A. Materials:
Gauge 26 x 2.10m Length Corrugated Galvalume 13 shts. 580.00 7,540.00
Roofing Sheet Painted Finish (Color Blue)
Gauge 26 x 2.40m Preformed Galvalume Ridge Roll Painted Finish 2 pcs. 540.00 1,080.00
(Color Blue)
Gauge 26 x 2.40m Preformed Galvalume End Flashing Painted 4 pcs. 540.00 2,160.00
Finish (Color Blue)
2" C.W. Umbrella Roofing Nails 2 kgs. 65.00 130.00
22 pcs. - 2" x 3" x 8' Mahogany or Equivalent Hardwood 88 bd.ft. 32.00 2,816.00
4" C.W. Nail 1 kg. 72.00 72.00 13,798.00
B. Labor:
1 - Carpenter 2 days 366.00 732.00
1 - Labor 2 days 317.00 634.00 1,366.00
TOTAL DIRECT COST 15,164.00
OVERHEAD EXPENSES 758.00
PHYSICAL CONTINGENCIES 607.00
MISCELLANEOUS EXPENSES 152.00 1,517.00
TOTAL COST OF ITEM X 16,681.00
XI. PLUMBING WORKS
A. Materials:
100mmØ PVC Sanitary P- Trap, S-1,000 2 pcs. 258.00 516.00
100mmØ PVC Sanitary Clean Out Adaptor & Plug, S-1,000 2 pcs. 81.00 162.00
100mmØ x 100mmØ PVC Sanitary Wye, S-1,000 3 pcs. 166.00 498.00
100mmØ x 100mmØ PVC Sanitary Tee, S-1,000 2 pcs. 186.00 372.00
100mmØ x 50mmØ PVC Sanitary Tee, S-1,000 2 pcs. 186.00 372.00
50mmØ x 45
o
PVC Sanitary Elbow, S-1,000 2 pcs. 50.00 100.00
100mmØ x 90
o
PVC Sanitary Elbow, S-1,000 6 pcs. 104.00 624.00
50mmØ PVC Sanitary P-Trap, S-1,000 2 pcs. 107.00 214.00
50mmØ x 50mmØ Sanitary Tee, S-1,000 3 pcs. 110.00 330.00
50mmØ x 90
o
PVC Sanitary Elbow, S-1,000 3 pcs. 110.00 330.00
50mmØ x 3.00m PVC Sanitary Pipe, S-1,000 4 pcs. 416.00 1,664.00
100mmØ x 3.00m PVC Sanitary Pipe, S-1,000 3 pcs. 755.00 2,265.00
12mmØ x 6.00m G.I. Pipe, Sch. 40 3 pcs. 414.00 1,242.00
12mmØ x 12mmØ G.I. Tee, Sch. 40 8 pcs. 16.00 128.00
12mmØ G.I. Coupling, Sch. 40 5 pcs. 10.00 50.00
12mmØ x 90
o
G.I. Elbow, Sch. 40 14 pcs. 15.00 210.00
12mmØ Brass Faucet Hose Bibb 5 pcs. 391.00 1,955.00
25mm x 10.00m Teflon Tape 5 pcs. 22.00 110.00
Flush Type Water Closet w/ Complete Fittings & Accs. 2 units 3,990.00 7,980.00
Wall Mounted Type Lavatory w/ Complete Fittings & Accs. 2 units 2,415.00 4,830.00
Ceramic Tissue Holder 2 pcs. 270.00 540.00
Ceramic Soap Holder 2 pcs. 160.00 320.00
100mm x 100mm Stainless Steel C-Cover Floor Drain 2 pcs. 189.00 378.00
6mm Thk. X 0.6M x 0.6M Beveled Frameless Mirror 2 units 200.00 400.00
#5 Plastic Floor Drain side Centered Hinge Type 2 pcs. 58.00 116.00
Round Perforated cover w/ Sediment Bucket
PVC Pipe Cement Solvent, 400cc 4 cans 187.00 748.00 26,454.00
Page 4 of 16
B. Labor:
1 - Plumber 4 days 366.00 1,464.00
2 - Laborers 4 days 317.00 2,536.00 4,000.00
TOTAL DIRECT COST 30,454.00
OVERHEAD EXPENSES 1,523.00
PHYSICAL CONTINGENCIES 1,218.00
MISCELLANEOUS EXPENSES 305.00 3,046.00
TOTAL COST OF ITEM XI 33,500.00
XII. PAINTING WORKS
A. Materials:
Concrete Neutralizer 2 gals. 485.00 970.00
Solvent Based Acrylic Paint Primer 7 gals. 759.00 5,313.00
Solvent Based Acrylic Cast 2 gals. 499.00 998.00
Solvent Based Acrylic Reducer 2 gals. 424.00 848.00
Solvent Based Acrylic Top Coat (White Gloss) 7 gals. 905.00 6,335.00
Body Filler w/ Hardener 1 qrt. 867.00 867.00
Raw Sienna Tinting Color for Solvent Based Acrylic Paint 2 pints 120.00 240.00
Burnt Umber Tinting Color for Solvent Based Acrylic Paint 1 pint 120.00 120.00
Toluodine Red Tinting Color for Solvent Based Acrylic Paint 1 pint 120.00 120.00
Lamp Black Tinting Color for Solvent Based Acrylic Paint 1 pint 120.00 120.00
Lacquer thinner 1 gal. 426.00 426.00
#150 Waterproof Sand Paper 8 shts. 15.00 120.00
#120 Waterproof Sand Paper 8 shts. 15.00 120.00
Roller Brush 7" w/ Handle 1 pc. 68.00 68.00
Roller Brush Tray 1 pc. 30.00 30.00
1" Paint Brush 1 pc. 18.00 18.00
2" Paint Brush 1 pc. 25.00 25.00
4" Paint Brush 1 pc. 58.00 58.00 16,796.00
B. Labor:
1 - Painter 4 days 366.00 1,464.00
2 - Laborers 4 days 317.00 2,536.00 4,000.00
TOTAL DIRECT COST 20,796.00
OVERHEAD EXPENSES 1,040.00
PHYSICAL CONTINGENCIES 832.00
MISCELLANEOUS EXPENSES 208.00 2,080.00
TOTAL COST OF ITEM XII 22,876.00
XIII. DOORS, WINDOWS & WINDOW JAMBS & OTHERS
A. Materials:
D1 - 0.80m x 2.10m PVC Flush Type Door w/ PVC Jambs, w/ 2 units 2,438.00 4,876.00
Complete Accessories
Fab. 50mm x 100mm Wooden Jamb x 0.64m x 0.64m 2 units 1,200.00 2,400.00
(Mahogany or Equivalent Hard Wood)
Bathroom Lockset- Cylindrical 2 sets 632.00 1,264.00
Plastic Door Signage, HE & SHE 2 units 1,000.00 2,000.00
Acrylic Wall Plaque 1 unit 2,000.00 2,000.00
W1 - 5mm thk Clear Glass Jaousie Window on Aluminum Frame 2 sets 750.00 1,500.00 14,040.00
(7 Blades)
B. Labor:
1 - Carpenter 2 days 366.00 732.00
1 - Laborer 2 days 317.00 634.00 1,366.00
TOTAL DIRECT COST 15,406.00
OVERHEAD EXPENSES 770.00
PHYSICAL CONTINGENCIES 616.00
MISCELLANEOUS EXPENSES 154.00 1,540.00
TOTAL COST OF ITEM XIII 16,946.00
Page 5 of 16
XIV. CONSTRUCTION OF SEPTIC TANK
A. Materials:
100mm x 200mm x 400mm CHB (NLB) 241 pcs. 14.00 3,374.00
Portland Cement 33 bags 230.00 7,590.00
Washed Sand 3 cu.m. 1,000.00 3,000.00
Sand (for Plastering) 1 cu.m. 1,300.00 1,300.00
Gravel (G-3/4) 4 cu.m. 1,000.00 4,000.00
10mmØ x 6.00m Def. Reinforcing Steel Bars 29 pcs. 165.00 4,785.00
#16 G.I. Tie-wire 5 kgs. 65.00 325.00
10 pcs. - 2" x 3" x 8' Coco Lumber 40 bd.ft. 20.00 800.00
12mm thk x 1.20m x 2.40m Ordinary Plywood 2 pcs. 750.00 1,500.00
2" C.W. Nail 1 kg. 70.00 70.00
100mmØ PVC Sanitary Clean Out Adaptor & Plug, S-1,000 3 pcs. 81.00 243.00
100mmØ x 100mmØ PVC Sanitary Tee, S-1,000 3 pcs. 186.00 558.00
100mmØ x 3.00m PVC Sanitary Pipe, S-1,000 3 pcs. 903.00 2,709.00
PVC Pipe Cement Solvent, 400cc 1 can 187.00 187.00 30,441.00
B. Labor:
1 - Carpenters 7 days 366.00 2,562.00
2 - Masons 7 days 366.00 5,124.00
1 - Steelman 7 days 366.00 2,562.00
1 - Plumbing 7 days 366.00 2,562.00
2 - Laborers 7 days 317.00 4,438.00 17,248.00
TOTAL DIRECT COST 47,689.00
OVERHEAD EXPENSES 2,384.00
PHYSICAL CONTINGENCIES 1,908.00
MISCELLANEOUS EXPENSES 477.00 4,769.00
TOTAL COST OF ITEM XIV 52,458.00
XV. ELECTRICAL WORKS
A. Materials:
15Amps Safety Switch 1 pc. 510.00 510.00
2.0mm
2
THW Stranded Wire 25 mtrs. 29.00 725.00
18 Watts Compact Fluorescent Lamp 4 pcs. 160.00 640.00
Single Gang Switch, Flush Type w/ cover 2 pc. 64.00 128.00
Two Gang Switch, Flush Type w/ cover 1 pc. 105.00 105.00
20mmØ x 3m PVC Conduit Pipe 1 pc. 82.00 82.00
20mmØ PVC Flexible Conduit 20 mtrs. 8.00 160.00
20mmØ x 90
o
PVC Long Sweep Elbow 1 pc. 16.00 16.00
20mmØ PVC Male Adaptor 1 pc. 5.00 5.00
20mmØ PVC Locknut 1 pc. 3.00 3.00
4" x 4" Ceiling Socket with screw 3 pcs. 27.00 81.00
2" x 4" x 2" PVC Utility Box ( H.D.) 3 pcs. 20.00 60.00
4" x 4" PVC Junction Box ( H.D.) w/ Cover 4 pcs. 25.00 100.00
#16 G.I. Tie Wire 1 kg. 65.00 65.00
1/4" Camridge / Mica Tube 1 mtrs. 10.00 10.00
0.8mm x 19mm x 8m Polytype Electrical Tape 1 pc. 25.00 25.00 2,715.00
B. Labor:
1 - Skilled Worker 2 days 394.00 788.00
1 - Laborer 2 days 317.00 634.00 1,422.00
TOTAL DIRECT COST 4,137.00
OVERHEAD EXPENSES 207.00
PHYSICAL CONTINGENCIES 165.00
MISCELLANEOUS EXPENSES 41.00 413.00
TOTAL COST OF ITEM XV 4,550.00
XVI. DEMOBILIZATION WORKS
A. Labor:
4 - Laborers 1 day 317.00 1,268.00 1,268.00
TOTAL DIRECT COST 1,268.00
OVERHEAD EXPENSES 63.00
PHYSICAL CONTINGENCIES 51.00
MISCELLANEOUS EXPENSES 13.00 127.00
TOTAL COST OF ITEM XVI 1,395.00
Page 6 of 16
NON-ENGINEERING BASIC ITEMS
SUPERVISION
ENGINEERING BASIC ITEMS
I. MOBILIZATION
II. HAULING OF MATERIALS
III. LAYOUTING & EXCAVATION WORKS
IV. FORMS & SCAFFOLDING WORKS
V. CONCRETING WORKS
VI. REBAR WORKS
VII. MASONRY WORKS
VIII. TRUSSES WORKS
IX. CEILING WORKS
X. ROOFING WORKS
XI. PLUMBING WORKS
XII. PAINTING WORKS
XIII. DOORS, WINDOWS & WINDOW JAMBS & OTHERS
XIV. CONSTRUCTION OF SEPTIC TANK
XV. ELECTRICAL WORKS
XVI. DEMOBILIZATION WORKS
PROJECT COST
Prepared by: Checked & Reviewed by: Approved by:
FELIXBERTO R. CAARE, JR. MARIE CLAIRE C. BONGO MARLI ACOSTA-DE FIESTA
Reseacher/Analyst A (J.O.) Officer-In-Charge
Planning & Development Section Planning & Development Section
Certified as to Availability of Funds: Recommending Project Implementation: Approved for Project Implementation:
LUIS A. WEE ARNULFO A. ALFONSO
Department Manager C Department Manager General Manager
Accounting & Treasury Department Maintenance Department
22,876.00 Php
16,946.00 Php
52,458.00 Php
4,550.00 Php
1,395.00 Php
368,387.00 Php
Planning & Design Division
LEONARDO REY D. VASQUEZ
Officer-In-Charge
31,421.00 Php
28,128.00 Php
66,290.00 Php
10,420.00 Php
16,681.00 Php
33,500.00 Php
S U M M A R Y
5,500.00 Php
26,678.00 Php
5,556.00 Php
14,747.00 Php
13,834.00 Php
17,407.00 Php
Page 7 of 16
PROJECT : PROPOSED CONSTRUCTION OF COMFORT ROOM AT TAMION
Location : Upper Tamion, Vitali, Zamboanga City
Project Cost :
Project Duration : Twenty-four (24) Calendar Days
Manpower Requirements : 10 Manpower (1-Engineering Assistant, 4-Laborers, 1-Steelman, 1-Carpenter, 1-Mason, 1-Plumber, & 1-Painter)
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 26 27 28 29 30
NON-ENGINEERING BASIC ITEMS
SUPERVISION 3.76%
ENGINEERING BASIC ITEMS
I. MOBILIZATION 1.49% #
II. HAULING OF MATERIALS 7.24% # # #
III. LAYOUTING & EXCAVATION WORKS 1.51%
IV. FORMS & SCAFFOLDING WORKS 4.00% # # #
V. CONCRETING WORKS 8.53% # # #
VI. REBAR WORKS 7.64%
VII. MASONRY WORKS 17.99%
VIII. TRUSSES WORKS 2.83%
IX. CEILING WORKS 4.73%
X. ROOFING WORKS 4.53%
XI. PLUMBING WORKS 9.09%
XII. PAINTING WORKS 6.21% # # # #
XIII. DOORS, WINDOWS & WINDOW JAMBS & OTHERS 4.60% # #
XIV. CONSTRUCTION OF SEPTIC TANK 14.24%
XV. ELECTRICAL WORKS 1.24%
XVI. DEMOBILIZATION WORKS 0.38% #
TOTAL PROJECT COST 100%
CASH OUTLAY REQUIREMENT
TARGETED COMPLETION THIS PERIOD
COMMULATIVE COMPLETION TO DATE
Recommending
Prepared by: Reviewed & Checked by: Approved by: Project Implementation: Approved for Project Implementation:
FELIXBERTO R. CAARE, JR. MARIE CLAIRE C. BONGO MARLI ACOSTA - DE FIESTA ARNULFO A. ALFONSO LEONARDO REY D. VASQUEZ
Researcher/Analyst A (J.O.) Officer-In-Charge Officer-In-Charge Department Manager General Manager
Planning & Development Section Planning & Development Section Planning & Design Division Maintenance Department
GANTT CHART
Work Item Amounts % Perfected
28,128.00 PhP
66,290.00 PhP
14,747.00 PhP
31,421.00 PhP
13,834.00 PhP
26,678.00 PhP
5,556.00 PhP
5,500.00 PhP
368,387.00
368,387.00 Php
16,681.00 PhP
33,500.00 PhP
22,876.00 PhP
16,946.00 PhP
4,550.00 PhP
1,395.00 PhP
368,387.00 Php
17,407.00 PhP
100.00%
100.00%
Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICT
Pilar St., Zamboanga City
C A L E N D A R D A Y S
10,420.00 PhP
52,458.00 PhP
Project : PROPOSED COMMUNAL FAUCET (STAND POST) DESIGN
Location : Upper Tamion, Vitali, Zamboanga City
Scope of Work :
NON-ENGINEERING BASIC ITEMS
SUPERVISION
ENGINEERING BASIC ITEMS
#REF!
#REF!
III. LAYOUTING & EXCAVATION WORKS
IV. FORMS & SCAFFOLDING WORKS
V. CONCRETING WORKS
VI. REBAR WORKS
VII. MASONRY WORKS
#REF!
#REF!
XI. PLUMBING WORKS
#REF!
#REF!
#REF!
#REF!
#REF!
Cost of Project :
Qty. Unit Unit Cost Amount Total Cost
NON-ENGINEERING BASIC ITEMS
SUPERVISION
1 - Engineering Assistant 24 days 524.00 12,576.00 12,576.00
TOTAL DIRECT COST 12,576.00
OVERHEAD EXPENSES 629.00
PHYSICAL CONTINGENCIES 503.00
MISCELLANEOUS EXPENSES 126.00 1,258.00
TOTAL COST OF SUPERVISION 13,834.00
ENGINEERING BASIC ITEMS
III. LAYOUTING & EXCAVATION WORKS
A. Materials:
4 pcs. - 2" x 4" x 10' Coco Lumber 27 bd.ft. 21.00 567.00
1 pcs. - 2" x 3" x 10' Coco Lumber 5 bd.ft. 21.00 105.00
#100 Nylon Chord 1 roll 110.00 110.00
4" C.W. Nail 1 kg. 72.00 72.00 854.00
B. Labor:
1 - Carpenter 1 day 366.00 366.00
2 - Laborers 1 day 341.00 682.00 1,048.00
TOTAL DIRECT COST 1,902.00
OVERHEAD EXPENSES 95.00
PHYSICAL CONTINGENCIES 76.00
MISCELLANEOUS EXPENSES 19.00 190.00
TOTAL COST OF ITEM III 2,092.00
IV. FORMS & SCAFFOLDING WORKS
A. Materials:
3 pcs. - 2" x 2" x 6' Coco Lumber 6 bd.ft. 21.00 126.00
7 pcs. - 2" x 2" x 8' Coco Lumber 19 bd.ft. 21.00 399.00
6 pcs. - 2" x 4" x 6' Coco Lumber 24 bd.ft. 21.00 504.00
12mm thk. X 1.20m x 2.40m Ordinary Plywood 1 sht. 750.00 750.00
2" C.W. Nail 1 kg. 70.00 70.00
4" C.W. Nail 2 kgs. 72.00 144.00 1,993.00
Republic of the Philippines
ZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City
#REF!
BILL OF MATERIALS & COST ESTIMATES
Item Description
Page 9 of 16
B. Labor:
1 - Carpenter 3 days 366.00 1,098.00
1 - Laborer 3 days 341.00 1,023.00 2,121.00
TOTAL DIRECT COST 4,114.00
OVERHEAD EXPENSES 206.00
PHYSICAL CONTINGENCIES 165.00
MISCELLANEOUS EXPENSES 41.00 412.00
TOTAL COST OF ITEM IV 4,526.00
V. CONCRETING WORKS
A. Materials:
Portland Cement 16 bags 235.00 3,760.00
Washed Sand 1 cu.m. 1,000.00 1,000.00
Gravel (G-3/4) 2 cu.m. 1,000.00 2,000.00 6,760.00
B. Labor:
1 - Mason/Steelman 3 days 366.00 1,098.00
1 - Carpenter 3 days 366.00 1,098.00
1 - Plumber 3 days 366.00 1,098.00
2 - Laborers 3 days 341.00 2,046.00 5,340.00
TOTAL DIRECT COST 12,100.00
OVERHEAD EXPENSES 1,210.00
PHYSICAL CONTINGENCIES 484.00
MISCELLANEOUS EXPENSES 121.00 1,815.00
TOTAL COST OF ITEM V 13,915.00
VI. REBAR WORKS
A. Materials:
10mmØ x 6.00m DRSB 13 pcs. 165.00 2,145.00
Hacksaw Blade 3 pcs. 53.00 159.00
#16 G.I. Tie-wire 4 kgs. 65.00 260.00 2,564.00
B. Labor:
1 - Mason/Steelman 1 day 366.00 366.00 366.00
TOTAL DIRECT COST 2,930.00
OVERHEAD EXPENSES 293.00
PHYSICAL CONTINGENCIES 117.00
MISCELLANEOUS EXPENSES 29.00 439.00
TOTAL COST OF ITEM VI 3,369.00
VII. MASONRY WORKS
A. Materials:
100mmØ Gravel 1 cu.m. 795.00 795.00
Washed Sand 0.20 cu.m. 1,000.00 200.00 995.00
B. Labor:
1 - Mason/Steelman 1 day 366.00 366.00
2 - Laborers 1 day 341.00 682.00 1,048.00
TOTAL DIRECT COST 2,043.00
OVERHEAD EXPENSES 204.00
PHYSICAL CONTINGENCIES 82.00
MISCELLANEOUS EXPENSES 20.00 306.00
TOTAL COST OF ITEM VII 2,349.00
XI. PLUMBING WORKS
A. Materials:
12mm.Ø x 63mm. Brass Tail Piece 2 pcs. 66.00 132.00
12mm.Ø x 90
o
ANSI B16.3 Class 150 Std. G.I. Elbow 5 pcs. 17.00 85.00
12mm.Ø Brass Safety Valve, w/ Lock Head (Key Type) 1 pc. 253.00 253.00
12mm.Ø Brass Ball Valve, w/ Lock Wing 1 pc. 219.00 219.00
19mm.Ø x 12mm. ANSI B16.3 Class 150 Std. G.I. Reducer 1 pc. 11.00 11.00
19mm.Ø Brass Single Adaptor, Pack Joint/Clamp Type 1 pc. 250.00 250.00
12mm.Ø ANSI B16.3 Class 150 Std. G.I. Coupling 3 pcs. 9.00 27.00
12mm.Ø x 12mm.Ø ANSI B16.3 Class 150 Std. G.I. Tee 1 pc. 15.00 15.00
12mm.Ø Brass Faucet Hose Bibb 2 pcs. 138.00 276.00
12mm.Ø x 75mm. ASTM A53-90A G.I. Nipple 2 pcs. 33.00 66.00
12mm.Ø x 50mm. ASTM A53-90A G.I. Nipple 2 pcs. 22.00 44.00
12mm.Ø x 250mm. ASTM A53-90A G.I. Nipple 1 pc. 110.00 110.00
12mm.Ø x 200mm. ASTM A53-90A G.I. Nipple 1 pc. 88.00 88.00
12mm.Ø x 1.00m. ASTM A53-90A G.I. Nipple (Standard BSP Thread, Both Ends) 1 pc. 63.00 63.00
12mm.Ø Water Meter 1 pc. 1,720.00 1,720.00
25mm x 10.00m Teflon Tape 4 pcs. 28.00 112.00
100mm x 100mm Stainless Steel C-Cover Floor Drain 1 pc. 189.00 189.00
50mm.Ø x 60.00m P.E. Pipe Tubing, SDR-11 20 mtrs. 126.00 2,520.00 6,180.00
Page 10 of 16
B. Labor:
1 - Plumber 1 day 366.00 366.00 366.00
TOTAL DIRECT COST 6,546.00
OVERHEAD EXPENSES 327.00
PHYSICAL CONTINGENCIES 262.00
MISCELLANEOUS EXPENSES 65.00 654.00
TOTAL COST OF ITEM XI 7,200.00
NON-ENGINEERING BASIC ITEMS
SUPERVISION
ENGINEERING BASIC ITEMS
##
##
III. LAYOUTING & EXCAVATION WORKS
IV. FORMS & SCAFFOLDING WORKS
V. CONCRETING WORKS
VI. REBAR WORKS
VII. MASONRY WORKS
##
##
##
XI. PLUMBING WORKS
##
##
##
##
##
PROJECT COST
Prepared by: Checked & Reviewed by: Approved by:
FELIXBERTO R. CAARE, JR. MARIE CLAIRE C. BONGO MARLI ACOSTA-DE FIESTA
Reseacher/Analyst A (J.O.) Principal Engineer C
Planning & Development Section Planning & Development Section
Recommending Project Implementation: Approved for Project Implementation:
ARNULFO A. ALFONSO LEONARDO REY D. VASQUEZ
Department Manager General Manager
Maintenance Department
Officer-In-Charge
Planning & Design Division
#REF!
#REF!
#REF!
#REF!
#REF!
2,349.00 Php
#REF!
#REF!
#REF!
7,200.00 Php
#REF!
2,092.00 Php
4,526.00 Php
13,915.00 Php
3,369.00 Php
S U M M A R Y
13,834.00 Php
#REF!
#REF!
Page 11 of 16
a. L: 2.20 m.
W: 1.40 m.
t: 0.10 m.
V: 0.31 cu.m.
b. L: 7.20 m.
W: 0.10 m.
t: 0.10 m.
V: 0.07 cu.m.
Vt: 0.38 cu.m.
STONE MASONRY PAD
a. L: 2.60 m.
W: 1.80 m.
t: 0.20 m.
V: 1.00 cu.m.
FAUCET PEDESTAL
a. L: 0.20 m.
W: 0.20 m.
H: 0.90 m.
V: 0.04 cu.m.
METER CONC. BOX
a. Floor
L: 0.70 m.
W: 0.70 m.
t: 0.10 m.
V: 0.05 cu.m.
b. wall
A: 0.24 sq.m.
h: 0.40 m.
V: 0.10 cu.m.
1.57 cu.m. - Total Volume of Concrete
16 - Portland Cement (bags)
1 - Washed Sand (cu.m.)
SPLASH BASIN
2 - Gravel (cu.m.)
FORMS AND SCAFFOLDINGS
a. 2" x 4" x 6' 6 pcs. 24 bd.ft.
b. 2" x 2" x 8' 7 pcs. 19 bd.ft.
c. 4" C.W.N. 1 kg.
FAUCET PEDESTAL
a. 5mm thk. X 1.20m x 2.40m. Ordinary Plywood 1 pc.
b. 2" x 2" x 6' 3 pcs.
d. 2" C.W.N. 1 kg.
e. 4" C.W.N. 1 kg.
REBAR WORKS
a. SPLASH BASIN
@ 2.20m Length
10 pcs. - 10mmØ x 2.20m rebars
5 pcs. - 10mmØ x 6.00m rebars
@ 1.40m Length
15 pcs. - 10mmØ x 1.40m rebars
4 pcs. - 10mmØ x 6.00m rebars
tie-wire
2 kgs. - #16 G.I. tie-wire
b. FAUCET PEDESTAL
@ main bars
1 pcs. - 10mmØ x 6.00m rebars
@ ties
1 pcs. - 10mmØ x 6.00m rebars
tie-wire
1 kgs. - #16 G.I. tie-wire
c. METER BOX
@ 1.50m
1 pc. - 10mmØ x 6.00m rebars
1 pc. - 10mmØ x 6.00m rebars
tie-wire
0.5 kgs. - #16 G.I. tie-wire
MASONRY WORKS
SPLASH BASIN
Concrete Pad
1.00 cu.m. - 75mmØ Boulders
EXCAVATION
a. Masonry Pad
Vol.: 0.94 cu.m.
b. Meter box
Vol.: 0.15 cu.m.
Volt: 1.1 cu.m.
3210
4.285714286
5.6
4.92
2.6
0.171428571
4.5
4.8