gabion wall @ intake

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Republic of the PhilippinesZAMBOANGA CITY WATER DISTRICT

Pilar Street, Zamboanga City

Project : PROPOSED CONSTRUCTION OF COMFORT ROOM AT TAMIONLocation : Upper Tamion, Vitali, Zamboanga CityScope of Work:

NON-ENGINEERING BASIC ITEMSSUPERVISION

ENGINEERING BASIC ITEMSI. MOBILIZATIONII. HAULING OF MATERIALSIII. LAYOUTING & EXCAVATION WORKSIV. FORMS & SCAFFOLDING WORKSV. CONCRETING WORKSVI. REBAR WORKSVII. MASONRY WORKSVIII. TRUSSES WORKSX. ROOFING WORKSXI. PLUMBING WORKSXII. PAINTING WORKSXIII. DOORS, WINDOWS & WINDOW JAMBS & OTHERSXIV. CONSTRUCTION OF SEPTIC TANKXV. ELECTRICAL WORKSXVI. DEMOBILIZATION WORKS

Cost of Project: Php 368,379.00

BILL OF MATERIALS & COST ESTIMATES

Item Description Qty. Unit Unit Cost Amount


1 - Engineering Assistant 24 days 524.00 12,576.00 TOTAL DIRECT COST

OVERHEAD EXPENSES 629.00 PHYSICAL CONTINGENCIES 503.00 MISCELLANEOUS EXPENSES 126.00

TOTAL COST OF SUPERVISION

ENGINEERING BASIC ITEMSI. MOBILIZATION 1 lot 5,000.00 5,000.00

TOTAL DIRECT COSTOVERHEAD EXPENSES 250.00 PHYSICAL CONTINGENCIES 200.00 MISCELLANEOUS EXPENSES 50.00

TOTAL COST OF ITEM I

II. HAULING OF MATERIALSA. Labor:

2 - Laborers 3 days 317.00 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 TOTAL DIRECT COST

OVERHEAD EXPENSES 1,213.00 PHYSICAL CONTINGENCIES 970.00 MISCELLANEOUS EXPENSES 243.00

TOTAL COST OF ITEM II

III. LAYOUTING & EXCAVATION WORKSA. 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

B. Labor:4 - Laborers 2 days 317.00 2536.00 2 - Carpenters 1 day 366.00 732.00

TOTAL DIRECT COSTOVERHEAD EXPENSES 253.00

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PHYSICAL CONTINGENCIES 202.00 MISCELLANEOUS EXPENSES 51.00

TOTAL COST OF ITEM III

IV. FORMS & SCAFFOLDING WORKSA. 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

B. Labor:1 - Carpenter 3 days 366.00 1,098.00 2 - Laborers 3 days 317.00 1,902.00


TOTAL COST OF ITEM IV

V. CONCRETING WORKSA. 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

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

TOTAL DIRECT COSTOVERHEAD EXPENSES 1,428.00PHYSICAL CONTINGENCIES 1,143.00MISCELLANEOUS EXPENSES 286.00

TOTAL COST OF ITEM V

VI. REBAR WORKSA. 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

B. Labor:

1 - Steelman 3 days 366.00 1,098.00

2 - Laborers 3 days 317.00 1,902.00 TOTAL DIRECT COST

OVERHEAD EXPENSES 1,279.00 PHYSICAL CONTINGENCIES 1,023.00 MISCELLANEOUS EXPENSES 256.00

TOTAL COST OF ITEM VI

VII. MASONRY WORKSA. Materials:1. Wall100mm 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

B. Labor:1 - Mason 2 days 366.00 732.00 2 - Laborers 2 days 317.00 1,268.00

2. Wall FootingA. 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

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Washed Sand 6 bags 30.00 180.00

B. Labor:

1 - Mason 1 day 366.00 366.00

1 - Laborer 1 day 317.00 317.00

3. Plastering WorksA. Materials:Portland Cement 23 bags 230.00 5,290.00 Sand (for Plastering) 4 cu.m. 1,300.00 5,200.00

B. Labor:

1 - Mason 2 days 366.00 732.00

2 - Laborers 2 days 317.00 1,268.00

4. Tile WorksA. 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

B. Labor:

1 - Mason 7 days 366.00 2,562.00

2 - Laborers 7 days 317.00 4,438.00

C. Equipment Rental:

1 - Unit Angle Grinder 7 days 300.00 2,100.00

TOTAL DIRECT COST

OVERHEAD EXPENSES 3,013.00

PHYSICAL CONTINGENCIES 2,411.00

MISCELLANEOUS EXPENSES 603.00

TOTAL COST OF ITEM VII

VIII. TRUSSES WORKS

A. Materials:

6pcs- 2" x 4" x 10' Mahogany or Equivalent Hard Wood 40 bd.ft. 32.00 1,280.00

12pcs. - 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

B. Labor:

1 - Carpenter 3 days 366.00 1,098.00

2 - Laborers 3 days 317.00 1,902.00

TOTAL DIRECT COST

OVERHEAD EXPENSES 474.00

PHYSICAL CONTINGENCIES 379.00


TOTAL COST OF ITEM VIII

IX. CEILING WORKS

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

B. Labor:

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1 - Carpenter 3 days 366.00 1,098.00

1 - Laborer 3 days 317.00 951.00

TOTAL DIRECT COST




TOTAL COST OF ITEM IX

X. ROOFING WORKSA. 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 F 2 pcs. 540.00 1,080.00 (Color Blue)Gauge 26 x 2.40m Preformed Galvalume End Flashing Painte 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

B. Labor:1 - Carpenter 2 days 366.00 732.00 1 - Labor 2 days 317.00 634.00


TOTAL COST OF ITEM X

XI. PLUMBING WORKSA. 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

2 pcs. 50.00 100.00 6 pcs. 103.00 618.00

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

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

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 BucketPVC Pipe Cement Solvent, 400cc 4 cans 187.00 748.00

B. Labor:1 - Plumber 4 days 366.00 1,464.00 2 - Laborers 4 days 317.00 2,536.00

TOTAL DIRECT COSTOVERHEAD EXPENSES 1,522.00 PHYSICAL CONTINGENCIES 1,218.00 MISCELLANEOUS EXPENSES 304.00

TOTAL COST OF ITEM XI

XII. PAINTING WORKSA. 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

50mmØ x 45o PVC Sanitary Elbow, S-1,000100mmØ x 90o PVC Sanitary Elbow, S-1,000

50mmØ x 90o PVC Sanitary Elbow, S-1,000

12mmØ x 90o G.I. Elbow, Sch. 40

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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

B. Labor:1 - Painter 4 days 366.00 1,464.00 2 - Laborers 4 days 317.00 2,536.00

TOTAL DIRECT COSTOVERHEAD EXPENSES 1,040.00 PHYSICAL CONTINGENCIES 832.00 MISCELLANEOUS EXPENSES 208.00

TOTAL COST OF ITEM XII

XIII. DOORS, WINDOWS & WINDOW JAMBS & OTHERSA. Materials:D1 - 0.80m x 2.10m PVC Flush Type Door w/ PVC Jambs, w/ 2 units 2,438.00 4,876.00

Fab. 50mm x 100mm Wooden Jamb x 0.64m x 0.64m 2 units 1,200.00 2,400.00

Bathroom Lockset- Cylindrical 2 sets 632.00 1,264.00Plastic Door Signage, HE & SHE 2 units 1,000.00 2,000.00Acrylic Wall Plaque 1 unit 2,000.00 2,000.00W1 - 5mm thk Clear Glass Jaousie Window on Aluminum Fra 2 sets 750.00 1,500.00

B. Labor:1 - Carpenter 2 days 366.00 732.00 1 - Laborer 2 days 317.00 634.00


TOTAL COST OF ITEM XIII

Complete Accessories

(Mahogany or Equivalent Hard Wood)

(7 Blades)

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XIV. CONSTRUCTION OF SEPTIC TANKA. 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

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 TOTAL DIRECT COST

OVERHEAD EXPENSES 2,384.00 PHYSICAL CONTINGENCIES 1,908.00 MISCELLANEOUS EXPENSES 477.00

TOTAL COST OF ITEM XIV

XV. ELECTRICAL WORKSA. Materials:15Amps Safety Switch 1 pc. 510.00 510.00

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

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

B. Labor:1 - Skilled Worker 2 days 394.00 788.00 1 - Laborer 2 days 317.00 634.00

TOTAL DIRECT COSTOVERHEAD EXPENSES 207.00PHYSICAL CONTINGENCIES 165.00MISCELLANEOUS EXPENSES 41.00

TOTAL COST OF ITEM XV

XVI. DEMOBILIZATION WORKSA. Labor:

4 - Laborers 1 day 317.00 1,268.00 TOTAL DIRECT COST

OVERHEAD EXPENSES 63.00PHYSICAL CONTINGENCIES 51.00MISCELLANEOUS EXPENSES 13.00

TOTAL COST OF ITEM XVI

2.0mm2 THW Stranded Wire

20mmØ x 90o PVC Long Sweep Elbow

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S U M M A R Y

NON-ENGINEERING BASIC ITEMSSUPERVISION Php 13,834.00

ENGINEERING BASIC ITEMSI. MOBILIZATION Php 5,500.00 II. HAULING OF MATERIALS Php 26,678.00 III. LAYOUTING & EXCAVATION WORKS Php 5,556.00 IV. FORMS & SCAFFOLDING WORKS Php 14,747.00 V. CONCRETING WORKS Php 31,421.00 VI. REBAR WORKS Php 28,128.00 VII. MASONRY WORKS Php 66,290.00 VIII. TRUSSES WORKS Php 10,420.00 IX. CEILING WORKS Php 17,407.00 X. ROOFING WORKS Php 16,681.00 XI. PLUMBING WORKS Php 33,492.00 XII. PAINTING WORKS Php 22,876.00 XIII. DOORS, WINDOWS & WINDOW JAMBS & OTHERS Php 16,946.00 XIV. CONSTRUCTION OF SEPTIC TANK Php 52,458.00 XV. ELECTRICAL WORKS Php 4,550.00 XVI. DEMOBILIZATION WORKS Php 1,395.00

PROJECT COST Php 368,379.00

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 Officer-In-Charge

Planning & Development Section Planning & Development Section Planning & Design Division

Certified as to Availability of Funds: Recommending Project Implementation: Approved for Project Implementation:

LUIS A. WEE ARNULFO A. ALFONSO LEONARDO REY D. VASQUEZDepartment Manager C Department Manager General ManagerAccounting & Treasury Department Maintenance Department

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Total Cost

12,576.00 12,576.00

1,258.00 13,834.00

5,000.00 5,000.00

500.00 5,500.00

1,902.00

22,350.00 24,252.00

2,426.00 26,678.00

1,782.00

3268.00 5,050.00

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506.005,556.00

10,407.00

3,000.00 13,407.00

1,340.0014,747.00

19,270.00

9,294.00 28,564.00

2,857.00 31,421.00

22,570.00

3,000.00 25,570.00

2,558.00 28,128.00

19,049.00

2,000.00 21,049.00

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1,807.00

683.00

2,490.00

10,490.00

2,000.00

12,490.00

15,134.00

7,000.00

2,100.00

24,234.00

60,263.00

6,027.00

66,290.00

6,472.00

3,000.00

9,472.00

948.00

10,420.00

13,776.00

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2,049.00

15,825.00

1,582.00

17,407.00

13,798.00

1,366.00 15,164.00

1,517.00 16,681.00

26,448.00

4,000.00 30,448.00

3,044.00 33,492.00

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16,796.00

4,000.00 20,796.00

2,080.00 22,876.00

14,040.00

1,366.00 15,406.00

1,540.00 16,946.00

of 90

30,441.00

17,248.00 47,689.00

4,769.00 52,458.00

2,715.00

1,422.00 4,137.00

413.00 4,550.00

1,268.00 1,268.00

127.00 1,395.00

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S U M M A R Y

MARLI ACOSTA-DE FIESTA

Officer-In-Charge

Planning & Design Division

Approved for Project Implementation:

LEONARDO REY D. VASQUEZ


Pilar St., Zamboanga City

GANTT CHARTPROJECT : PROPOSED CONSTRUCTION OF COMFORT ROOM AT TAMIONLocation : Upper Tamion, Vitali, Zamboanga CityProject Cost : Php 368,379.00 Project Duration :Manpower Requirements :

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 26 27 28 29 30

NON-ENGINEERING BASIC ITEMSSUPERVISION PhP 13,834.00 3.76% ########################################################################

ENGINEERING BASIC ITEMS

I. MOBILIZATION PhP 5,500.00 1.49% ######II. HAULING OF MATERIALS PhP 26,678.00 7.24% #########III. LAYOUTING & EXCAVATION WORKS PhP 5,556.00 1.51% ######IV. FORMS & SCAFFOLDING WORKS PhP 14,747.00 4.00% #########V. CONCRETING WORKS PhP 31,421.00 8.53% #########VI. REBAR WORKS PhP 28,128.00 7.64% #########VII. MASONRY WORKS PhP 66,290.00 18.00% ####################################VIII. TRUSSES WORKS PhP 10,420.00 2.83% #########IX. CEILING WORKS PhP 17,407.00 4.73% #########

X. ROOFING WORKS PhP 16,681.00 4.53% ######

XI. PLUMBING WORKS PhP 33,492.00 9.09% ############

XII. PAINTING WORKS PhP 22,876.00 6.21% ############

XIII. DOORS, WINDOWS & WINDOW JAMBS & OTHER PhP 16,946.00 4.60% ######XIV. CONSTRUCTION OF SEPTIC TANK PhP 52,458.00 14.24% #####################

XV. ELECTRICAL WORKS PhP 4,550.00 1.24% ######

XVI. DEMOBILIZATION WORKS PhP 1,395.00 0.38% ###TOTAL PROJECT COST Php 368,379.00 100%

CASH OUTLAY REQUIREMENT 368,379.00

TARGETED COMPLETION THIS PERIOD 100.00%

COMMULATIVE COMPLETION TO DATE 100.00%

RecommendingPrepared 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. VASQUEZResearcher/Analyst A (J.O.) Officer-In-Charge Officer-In-Charge Department Manager General ManagerPlanning & Development SectionPlanning & Development Section Planning & Design Division Maintenance Department

Twenty-four (24) Calendar Days10 Manpower (1-Engineering Assistant, 4-Laborers, 1-Steelman, 1-Carpenter, 1-Mason, 1-Plumber, & 1-Painter)

Labor EstimateActivities

1. Concreting of Plain Flooring 2 men pour 1.22. Concreting of Reinf. Flooring 2 men pour 0.84

3. Concreting of Column & Beam 2 men pour 0.50

4. Finishing of Flooring (rough) 2 men finishes

5. Finishing of CHB Joints 2 men finishes

6. Plastering of CHB 2 men plaster

7. Laying of CHB 2 men lay 1008. Breaking old RC Flooring 2 men break 0.39. Laying of glazed tile 4"x4" 2 men lay 10010. Laying of glazed tile 6"x6" 2 men lay 7211. Installation of Water Closet 2 men install 112. Installation of Lavatory 2 men install 113. Installation of G.I. Sheets 32"x8" on Steel Frames 2 men install 1114. Installation of G.I. Sheets 32"x8" on Wooden Frames 2 men install 2015. Installation of G.I. Sheets 32"x12" on Steel Frames 2 men install 1016. Installation of G.I. Sheets 32"x12" on Wooden Frames 2 men install 1517. Fabricating and Installation of Gutter Downspout, Ridge roll 2 men fab. Install18. Installation of G.I. Pipe 1/2Ø x 20" 2 men install 2019. Installation of Doors and Window Jamp 1 men install 320. Installation of Door (Complete of Hinges and Knob) 1 men install 221. Fabrication of Doors (Excluding Planning of Frames) 1 men make 322. Planning Rough Lumber (Including Allignment) 1 man Plane 4823. Planning Rough Lumber (No Allignment) 1 man Plane 12024. Installation of Plywood Board 2 men install 1525. Installation of Wooden Post 2 men install 9626. Installation of Wood Jalousies Windows 1 men install 18.75

CONSTRUCTION WORK CAPACITIES IN MAN HOURS

I. Earth Works:

a. Excavation 1.82 man hours/cu.m.

b. Backfill 1.34 man hours/cu.m.

II. Form Works:

a. Footing, grade, 2.5 man hours/sq.m.

column

b. Beams, bond beams, 2.8 man hrs./sq.m.

floor slab

c. Roof beams & bond 3.01 man hrs./sq.m.

beams

d. Roof slab 3.34 man hrs./sq.m.

e. Retaining Walls 2.4 man hrs./sq.m.

f. Stairs & Landing 2.48 man hrs./sq.m.

g. Form oil application 6 man hrs./sq.m.

III. Reinforcement:

a. Reinforcement of 9 man hours/100 kilos

footing up to roofing

b. Grade Slab EWP 13 man hours/100sq.m.

c. Floor membrane 15 man hours/100sq.m.

d. Roof beams & bond 2.88 man hours/cu.m.

beams

e. Stairs 2.6 man hours/cu.m.

f. Roof Slab 2.91 man hours/cu.m.

g. Curing (water) 2 man hours/day for 7 days

h. Equipment:

1 Vibrator 16 min./cu.m.

2 Crane 4 cu.m./man hour

FORMWORKSMANHOURS PER SQUARE METER

ITEMS MANHOURS

Carpenter Laborer Total

1. Continous Wall Type (CHB) 0.70 0.40 1.10

2. Foundation on Pile Caps 1.50 0.65 2.15

3. Grade Beam or FTB 0.75 0.40 1.15

4. Walls Ground to 8 ft. high 1.10 0.72 1.82

5. Walls 8 ft. to 16 ft. high 1.21 0.78 1.99

6. Walls 16 ft. to 20 ft. high 1.35 0.90 2.25

7. Columns 1.22 0.80 2.02

8. Beams & Girders 1.90 1.22 3.12

9. Elevated Slabs (word shores) 1.15 1.16 2.31

10. Elevated Slabs (adjusted shores) 0.70 0.90 1.60

SCAFFOLDINGLENGTH 1 or 2 Section High More than 2 Sec. High

Erect Dismantle Total Erect Dismantle

1 to 2 Section Long 1.20 0.35 1.55 1.40 1.003 to 5 Section Long 0.75 0.5 1.25 0.85 0.606 section or more long 0.65 0.35 1.00 0.75 0.40

UNIT MANHOURS ITEM OF WORK

1. Common Excavation (Manual) 6.00 MH/cu.m.2. Common Excavation (Machine) 0.50 MH/cu.m.3. Hook Excavation (Manual & Machine) 8.00 MH/cu.m.4. Structural Backfill (Manual) 5.00 MH/cu.m.5. Structural Backfill (Machine) 2.00 MH/cu.m.6. Hauling Spoils 1.00 MH/cu.m.7. Trenching by Hand 6.00 MH/cu.m.8. Trenching by Machine 0.20 MH/cu.m.

9. Piping Installation

CONCRETE FOUNDATION AND ELEVATED CONCRETE UNIT MANHOURS

1. GRADE MEMBER

Formwork 2.54 MH/sq.m.

Concreting 8.54 MH/sq.m.

Rebar Works 0.07 MH/sq.m.

Finishing 0.40 MH/sq.m.

2. SUSPENDED MEMBER

Formwork 3.28 MH/sq.m.

Concreting 16.70 MH/sq.m.

Rebar Works 0.08 MH/sq.m.

Finishing 0.80 MH/sq.m.

MISCELLANEOUS LABOR OUTPUT

Excavation 1.35 cu.m./man day

Backfill 3.87 cu.m./man day

Disposal of spoils 4.70 cu.m./man day

Formworks 2.70 cu.m./man day

Steelworks 10.00 kg./man day

Concreting 0.91 cu.m./man day

Finishing 11.80 cu.m./man day

CHB Zocalo wall 2.40 sq.m./man day

Ground floor slab (concreting) 1.00 cu.m./man day

PHILIPPINE STANDARD WEIGHT OF REINFORCING BARS10.50m kilograms 12.00m kilograms

6 mm 0.222 0.2827 1.332 1.665 1.998 2.331 2.66410 mm 0.616 0.7854 3.696 4.62 5.544 6.468 7.39212 mm 0.887 1.131 5.322 6.6525 7.983 9.3135 10.64416 mm 1.577 2.011 9.462 11.8275 14.193 16.5585 18.92420 mm 2.463 3.142 14.778 18.4725 22.167 25.8615 29.55625 mm 3.848 4.919 23.088 28.86 34.632 40.404 46.17628 mm 4.827 6.1575 28.962 36.2025 43.443 50.6835 57.92432 mm 6.305 8.0425 37.83 47.2875 56.745 66.2025 75.6636 mm 7.98 10.179 47.88 59.85 71.82 83.79 95.76

FORMULAS TO FIND APPROXIMATE NUMBER OF NAILS REQUIRED

Number of Pounds (12d + 60d, framing) = d/6 x BF/100

Number of Pounds (2d to 12d, sheating) = d/4 x BF/100

where

d = size of desired nail in pennies

Nominal diameter

Unit Wt. kg./meter

Nominal sectional

6.00m kilograms

7.50m kilograms

9.00m kilograms

BF = total board feet to be nailed

Labor Estimate

cu.m. concrete/day

cu.m. conc./day

cu.m. conc./day

72 sq.m./day

420 pcs./day

8 sq.m./day

pcs./day

cu.m./day

pcs./day

pcs./day

set water closet/2 days

set Lav./1 1/2 day

sheets/day

sheets/day

sheets/day

sheets/day

5 sheets: 32"x8" G.I. sheets/daylights/day

pcs. 2"x5"x16" or 40 bd.ft./day

pcs. Door/day

pcs./day

bd.ft./day

bd.ft./day

sheets 4'x8'/day

bd.ft./day

sq.ft/day

CONSTRUCTION WORK CAPACITIES IN MAN HOURS

88.88889

More than 2 Sec. High

Dismantle Total

1.00 2.400.60 1.450.40 1.15

MISCELLANEOUS LABOR OUTPUT

PHILIPPINE STANDARD WEIGHT OF REINFORCING BARS12.00m kilograms

2.6647.392

10.64418.92429.55646.17657.92475.6695.76

of 90 Price Database as of September, 2012



Project :Location :Scope of Work:


ENGINEERING BASIC ITEMSI. LAYOUTING & EXCAVATION WORKSII. FORMS & SCAFFOLDING WORKSIII. CONCRETING WORKSIV. REBAR WORKSV. MASONRY WORKSVI. PLUMBING WORKSVII. STEELWORKS

Cost of Project: Php 40,501.00


Item Description Qty. Unit Unit Cost Amount


1 - Engineering Assistant 8 days 524.00 4,192.00 TOTAL DIRECT COST


TOTAL COST OF SUPERVISION


I. LAYOUTING & EXCAVATION WORKSA. 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. 51.00 51.00

B. Labor:1 - Carpenter 1 day 366.00 366.00 2 - Laborers 1 day 341.00 682.00


TOTAL COST OF ITEM I

II. FORMS & SCAFFOLDING WORKSA. 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. 54.00 54.00 4" C.W. Nail 2 kgs. 51.00 102.00

B. Labor:1 - Carpenter 2 days 366.00 732.00


TOTAL COST OF ITEM II

III. CONCRETING WORKSA. 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

B. Labor:

PROPOSED ONE UNIT COMMUNAL FAUCET (STAND POST)


1 - Mason/Steelman 2 days 366.00 732.00 1 - Carpenter 2 days 366.00 732.00 1 - Plumber 2 days 366.00 732.00 2 - Laborers 2 days 341.00 1,364.00

TOTAL DIRECT COSTOVERHEAD EXPENSES 1,032.00PHYSICAL CONTINGENCIES 413.00MISCELLANEOUS EXPENSES 103.00

TOTAL COST OF ITEM III

IV. REBAR WORKSA. 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

B. Labor:

1 - Mason/Steelman 1 day 366.00 366.00 TOTAL DIRECT COST


TOTAL COST OF ITEM IV

V. MASONRY WORKSA. Materials:100mmØ Gravel 1 cu.m. 795.00 795.00 Washed Sand 0.20 cu.m. 1,000.00 200.00

B. Labor:1 - Mason/Steelman 1 day 366.00 366.00 1 - Laborer 1 day 341.00 341.00

TOTAL DIRECT COST




TOTAL COST OF ITEM V

VI. PLUMBING WORKSA. Materials:12mm.Ø x 63mm. Brass Tail Piece 2 pcs. 66.00 132.00

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 (Standard BSP Thread, Both 2 pcs. 33.00 66.00 12mm.Ø x 50mm. ASTM A53-90A G.I. Nipple (Standard BSP Thread, Both 2 pcs. 22.00 44.00 12mm.Ø x 250mm. ASTM A53-90A G.I. Nipple (Standard BSP Thread, Both 1 pc. 110.00 110.00 12mm.Ø x 200mm. ASTM A53-90A G.I. Nipple (Standard BSP Thread, Both 1 pc. 88.00 88.00 12mm.Ø x 1.00m. ASTM A53-90A G.I. Nipple (Standard BSP Thread, Both 1 pc. 440.00 440.00 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

B. Labor:1 - Plumber 1 day 366.00 366.00


TOTAL COST OF ITEM VI

VII. STEELWORKSA. Materials:6mm. thk x 50mm. x 50mm. x 6.00m Angle Bar 1 pc. 1233.00 1,233.00 6mm. thk x 25mm. x 6.00m Flat Bar 1 pc. 748.00 748.00 6011 Welding Rod 10 pcs. 5.00 50.00

B. Labor:1 - Welder 1 day 366.00 366.00

C. Equipment Rental1 - Unit Welding Machine 1 day 3,128.00 3,128.00


TOTAL COST OF ITEM VII

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


S U M M A R Y

NON-ENGINEERING BASIC ITEMSSUPERVISION Php 4,612.00

ENGINEERING BASIC ITEMSI. LAYOUTING & EXCAVATION WORKS Php 2,069.00 II. FORMS & SCAFFOLDING WORKS Php 2,934.00 III. CONCRETING WORKS Php 11,868.00 IV. REBAR WORKS Php 3,369.00 V. MASONRY WORKS Php 1,957.00 VI. PLUMBING WORKS Php 7,615.00 VII. STEELWORKS Php 6,077.00

PROJECT COST Php 40,501.00

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 Officer-In-Charge

Planning & Development Section Planning & Development Section Planning & Design Division

Recommending Project Implementation: Approved for Project Implementation:

ARNULFO A. ALFONSO LEONARDO REY D. VASQUEZDepartment Manager General ManagerMaintenance Department





Total Cost

4,192.00 4,192.00

420.00 4,612.00

833.00

1,048.00 1,881.00

188.00 2,069.00

1,935.00

732.00 2,667.00

267.00 2,934.00

6,760.00


3,560.00 10,320.00

1,548.00 11,868.00


2,564.00

366.00 2,930.00

439.00 3,369.00

995.00

707.00

1,702.00

255.00

1,957.00

6,557.00

366.00 6,923.00

692.00 7,615.00

2,031.00

366.00

3,128.00 5,525.00

552.00 6,077.00


S U M M A R Y

MARLI ACOSTA-DE FIESTA

Officer-In-Charge

Planning & Design Division



GANTT CHARTPROJECT : PROPOSED CONSTRUCTION OF COMFORT ROOM AT TAMIONLocation : Upper Tamion, Vitali, Zamboanga CityProject Cost : Php 339,960.00 Project Duration :Manpower Requirements :


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

NON-ENGINEERING BASIC ITEMSSUPERVISION PhP 13,834.00 4.07% ########################################################################


I. MOBILIZATION PhP 5,500.00 1.62% ######II. HAULING OF MATERIALS PhP 24,586.00 7.23% #########III. LAYOUTING & EXCAVATION WORKS PhP 2,766.00 0.81% ######IV. FORMS & SCAFFOLDING WORKS PhP 12,655.00 3.72% #########V. CONCRETING WORKS PhP 27,911.00 8.21% #########VI. REBAR WORKS PhP 27,219.00 8.01% #########VII. MASONRY WORKS PhP 61,521.00 18.10% ####################################VIII. TRUSSES WORKS PhP 8,706.00 2.56% #########IX. CEILING WORKS PhP 17,105.00 5.03% #########

X. ROOFING WORKS PhP 15,983.00 4.70% ######

XI. PLUMBING WORKS PhP 32,690.00 9.62% ############

XII. PAINTING WORKS PhP 20,999.00 6.18% ############

XIII. DOORS, WINDOWS & WINDOW JAMBS & OTHER PhP 16,250.00 4.78% ######XIV. CONSTRUCTION OF SEPTIC TANK PhP 47,577.00 13.99% #####################

XV. ELECTRICAL WORKS PhP 3,853.00 1.13% ######

XVI. DEMOBILIZATION WORKS PhP 805.00 0.24% ###TOTAL PROJECT COST Php 339,960.00 100%





FELIXBERTO R. CAARE, JR. MARIE CLAIRE C. BONGO MARLI P. ACOSTA-DE FIESTA ARNULFO A. ALFONSO LEONARDO REY D. VASQUEZResearcher/Analyst A (J.O.) Principal Engineer C Officer-In-Charge Department Manager General Manager

Twenty-four (24) Calendar Days6 Manpower (1-Engineering Assistant, 1-Steelman, 1-Carpenter, 1-Mason, 1-Plumber, & 1-Painter)

Planning & Development SectionPlanning & Development Section Planning & Design Division Maintenance Department



C A L E N D A R D A Y S28 29 30

339,960.00

100.00%

100.00%





GANTT CHARTPROJECT : PROPOSED ONE UNIT COMMUNAL FAUCET (STAND POST)Location :Project Cost : Php 40,086.00 Project Duration :Manpower Requirements :

Work Item Amounts % PerfectedC A L E N D A R D A Y S1 2 3 4 5 6 7 8 9 10

NON-ENGINEERING BASIC ITEMSSUPERVISION PhP 4,612.00 11.51% ########################ENGINEERING BASIC ITEMSI. LAYOUTING & EXCAVATION WORKS PhP 2,069.00 5.16% ###II. FORMS & SCAFFOLDING WORKS PhP 2,934.00 7.32% ######III. CONCRETING WORKS PhP 11,868.00 29.61% ######IV. REBAR WORKS PhP 3,369.00 8.40% ###V. MASONRY WORKS PhP 1,957.00 4.88% ###VI. PLUMBING WORKS PhP 7,200.00 17.96% ###VII. STEELWORKS PhP 6,077.00 15.16% ###

TOTAL PROJECT COST Php 40,086.00 100%





FELIXBERTO R. CAARE, JR. MARIE CLAIRE C. BONGO MARLI ACOSTA - DE FIESTA ARNULFO A. ALFONSO LEONARDO REY D. VASQUEZResearcher/Analyst A (J.O.) Officer-In-Charge Officer-In-Charge Department Manager C General ManagerPlanning & Development SectionPlanning & Development Section Planning & Design Division Maintenance Department

Eight (8) Calendar Days8 Manpower (1-Engineering Assistant, 2-Laborers, 1-Mason/Steelman, 1-Carpenter, & 1-Plumber)

of 90



Project: CONSTRUCTION OF STEEL SUSPENSION FOOTBRIDGE AND SLOPE PROTECTIONLocation: Canucutan, Upper Pasonanca (Intake), Zamboanga City

PREPARED BY : FELIXBERTO R. CAARE, JR. DESIGNATION: RESEARCHER/ ANALYST A

D E S C R I P T I O N UNIT QTY. UNIT COST

I. CLEARING & GRABBING WORKSQUANTITY = 467.00 SQ.M.

SCOPE OF WORK:1. Cutting of trees (where affected areas)2. Removal of other elements that will distrupt the construction activities

Clearing and Grabbing sq.m. 467 40.00 Note: Includes labor and equipment

DIRECT COST INDIRECT COST OCM CONTRACTOR'S PROFIT CONTRACTOR'S TAX TOTAL COST FOR ITEM I Unit cost per sq.m.

II. LAYOUT AND EXCAVATIONQUANTITY = 141.23 CU.M.

SCOPE OF WORK:1. Column Footings cu.m. 63.11 2. Concrete Landing Pad cu.m. 2.52 3. Deadman cu.m. 75.60 4. Riprap (Base Foundation) cu.m. 3.90

TOTAL VOLUME = cu.m. 141.23 A. Materials:

16pcs.- 2" x 3" x 12' Coco Lumber bd.ft. 96.00 20.00 32pcs.- 2" x 4" x 8' Coco Lumber bd.ft. 171.00 20.00 #100 Nylon Chord roll 1.00 150.00 4" C.W. Nail kgs. 4.00 55.00

B. Labor:10 Laborers days 14 317.00

Surveyor lot 1 5,000.00 1 Carpenter days 2 366.00

DIRECT COST INDIRECT COST OCM CONTRACTOR'S PROFIT CONTRACTOR'S TAX TOTAL COST FOR ITEM II Unit cost per cu.m.

III. EMBANKMENT WORKS(Note: Use Filling Materials for backfill)QUANTITY = 88.00 CU.M.

SCOPE OF WORK:Backfill for Column Footings cu.m. 62.00 Backfill for Deadman cu.m. 26.00

88.00 A.

Filling Materials (Loose Volume) cu.m. 88 380.00

B. Labor:10 Laborers days 9 317.00

C. Equipment Rental:

ITEM NO.

Materials: (25% Shrinkage Factor)

of 90

1 Unit Tamper Rammer (w/ fuel, w/o operator) days 9 1,290.00

DIRECT COST INDIRECT COST OCM CONTRACTOR'S PROFIT CONTRACTOR'S TAX TOTAL COST FOR ITEM III Unit cost per cu.m.

of 90

IV. REINFORCING STEELQUANTITY = 6,341.34 KGS.

SCOPE OF WORK:1. Column Footings kgs. 1,776.00 2. Columns kgs. 1,550.30 3. Beams & Parapet kgs. 255.30 4. Concrete Pad Landing kgs. 170.56 5. Concrete Stairs kgs. 330.46 6. Deadman kgs. 2,258.72

6,341.34 A. Materials: kgs. 6,341.34

1. COLUMN FOOTINGS kgs. 1,776.00

20mm Ø x 7.50m Def. Reinforcing Steel Bars, Grade 40 pcs. 40 770.00 20mm Ø x 6.00m Def. Reinforcing Steel Bars, Grade 40 pcs. 70 614.00 Hacksaw Blade pcs. 6 56.00 #16 GI Tie Wire kgs. 19 70.00

2. COLUMNS kgs. 1,550.30

20mm Ø x 6.0m Def. Reinforcing Steel Bars, Grade 40 pcs. 80 614.00 10mm Ø x 6.0m Def. Reinforcing Steel Bars, Grade 40 pcs. 99 154.00 Hacksaw Blade pcs. 6 56.00 #16 GI Tie Wire kgs. 16.5 70.00

3. BEAMS & PARAPET kgs. 255.30

20mm Ø x 7.5m Def. Reinforcing Steel Bars, Grade 40 pcs. 8 770.00 20mm Ø x 6.0m Def. Reinforcing Steel Bars, Grade 40 pcs. 4 614.00 10mm Ø x 6.0m Def. Reinforcing Steel Bars, Grade 40 pcs. 13 154.00 Hacksaw Blade pcs. 2 56.00 #16 GI Tie Wire kgs. 5 70.00

4. CONCRETE PAD LANDING kgs. 170.56

12mm Ø x 6.0m Def. Reinforcing Steel Bars, Grade 40 pcs. 32 221.00 Hacksaw Blade pc. 1 56.00 #16 GI Tie Wire kgs. 3 70.00

5. CONCRETE STAIRS kgs. 330.46

12mm Ø x 6.0m Def. Reinforcing Steel Bars, Grade 40 pcs. 62 221.00 Hacksaw Blade pcs. 2 56.00 #16 GI Tie Wire kgs. 7.50 70.00

6. DEADMAN kgs. 2,258.72

20mm Ø x 6.0m Def. Reinforcing Steel Bars, Grade 40 pc. 40 614.00 16mm Ø x 6.0m Def. Reinforcing Steel Bars, Grade 40 pcs. 176 393.00 Hacksaw Blade pcs. 12 56.00 #16 GI Tie Wire kg. 38 70.00

B. Equipment Rental:1 Unit Bar Cutter days 22 1,758.00

C. Labor:10 2 Steelman days 22 366.00

2 Welder days 22 366.00 4 Mason days 22 366.00 2 Carpenter days 22 366.00

DIRECT COST INDIRECT COST OCM CONTRACTOR'S PROFIT CONTRACTOR'S TAX TOTAL COST FOR ITEM III Unit cost per kg.

V. STRUCTURAL CONCRETEQUANTITY = 69.06 CU.M.

SCOPE OF WORK:1. Column Footings cu.m. 11.68

of 90

2. Columns cu.m. 8.20 3. Beams cu.m. 0.74 4. Parapet cu.m. 0.01 5. Saddle Base cu.m. 0.05 6. Deadman cu.m. 42.60 7. Concrete Pad Landing cu.m. 1.80 8. Stairs cu.m. 3.98

TOTAL VOLUME = cu.m. 69.06

of 90

A. Materials:1. COLUMN FOOTINGS2 units (4.25m x 2.75m x 0.50m) cu.m. 11.69

cu.m. 11.69

Portland Cement bags 117 235.00 Washed Sand cu.m. 6 1,000.00 Gravel (G-1) cu.m. 12 1,000.00 Gravel Bedding (G-4) cu.m. 3 1,000.00

2. COLUMNS4 units (0.60 x 0.40 x 8.55m) cu.m. 8.21

cu.m. 8.21

Portland Cement bags 82 235.00 Washed Sand cu.m. 4 1,000.00 Gravel (G-1) cu.m. 8 1,000.00

4. BEAMS, SADDLE BASE & PARAPETB1- 2 units (0.35m x 0.50m x 1.25m) cu.m. 0.44 B2- 2 units (0.35m x 0.35m x 1.25m) cu.m. 0.31 Parapet cu.m. 0.01 Saddle Base cu.m. 0.05

cu.m. 0.81

Portland Cement bags 8 235.00 Washed Sand cu.m. 0.40 1,000.00 Gravel (G-1) cu.m. 0.80 1,000.00

5. DEADMANDM- 2 units (3.5m x 3m x 0.60m) cu.m. 6.30 DM- 2 units (2.5m x 3m x 2m) cu.m. 30.00

cu.m. 36.30

Portland Cement bags 363 235.00 Washed Sand cu.m. 18 1,000.00 Gravel (G-1) cu.m. 36 400.00

6. CONCRETE PAD LANDINGCPL- 2 units (2.4m x 1.5m x 0.25m) cu.m. 1.80

cu.m. 1.80


7. CONCRETE STAIRScu.m. 3.98


B. Labor:2 Carpenters days 15 366.00 2 Welders days 15 366.00 4 Masons days 15 366.00 2 Steelman days 15 366.00

10 Laborers days 15 317.00

C. Equipment Rental & Fuel:2 Units Bagger Mixer days 15 1,376.00 2 Units Concrete Vibrator days 15 1,191.00

Premium Gasoline ltrs. 808 56.00

DIRECT COST INDIRECT COST OCM CONTRACTOR'S PROFIT CONTRACTOR'S TAX TOTAL COST FOR ITEM IV Unit cost per cu.m.

VI. FORMS & SCAFFOLDINGS

Volume =

Volume =

Volume =

Volume =

Volume =

Volume =

of 90

QUANTITY = 79.50 SQ.M.

A. Materials:Scaffolding40pcs.- 2" x 4" x 12' Coco Lumber bd.ft. 320 20.00 120pcs.- 2" x 3" x 10' Coco Lumber bd.ft. 720 20.00 4" C.W. Nail kgs. 16 55.00 Forms12mm. Thk x 1.20m x 2.40m Ordinary Plywood shts. 22 750.00 79pcs.- 2" x 3" x 10' Coco Lumber bd.ft. 395 20.00 60pcs.- 2" x 4" x 12' Coco Lumber bd.ft. 480 20.00

of 90

2" C.W. Nail kgs. 11 60.00 4" C.W. Nail kgs. 14 55.00

B. Labor:2 Carpenters days 4 366.00 2 Laborers days 4 317.00

DIRECT COST INDIRECT COST OCM CONTRACTOR'S PROFIT CONTRACTOR'S TAX TOTAL COST FOR ITEM V Unit cost per cu.m.

VII. STEEL WORKSQUANTITY = 66.24 SQ.M. SCOPE OF WORK:1. Stringer and Transom Connection sq.m. 19.80 2. Wire Cable sq.m. 66.24 3. Cyclone Wire Installation4. Steel Floor Slab5. Saddle

sq.m. 66.24 A. Materials:

1. STRINGER & TRANSOM CONNECTION8.2mm. Thk x 100mm x 43.7mm x 6.00m C-Channel (Stringer) pcs. 24 6,430.00 8mm. Thk x 150mm x 52mm x 6.00m C-Channel (Transom) pcs. 4 6,994.00 6mm. Thk x 75mm x 75mm x 6.00m Angle Bar pc. 1 1,960.00 12mm.Ø x 50mm. Hex. Head Stainless Bolts w/ Nut & Washers pcs. 140 66.00 12mm.Ø x 200mm. Concrete Bent Anchor Bolts w/ Nut & Washer pcs. 8 88.00 in accordance to ASTM A3612mm.Ø x 73mm x 250mm Zinc Plated Round Bend U-Bolt pcs. 22 179.00 w/ Nut & Washers (High Tensile Strength)16mm.Ø x 6.00m Plain Round Bar pc. 13 420.00 19mm.Ø G.I. Hook & Eye Turnbuckle pcs. 48 135.00

2. WIRE CABLE2.1. Main Cable32mm.Ø x 6 x 19 Class, EIPS, IWRC, Galvanized Wire Rope ln.ft. 525 454.00 32mm.Ø G.I. Extra Heavy Wire Rope Thimbles pcs. 8 65.00 32mm.Ø G.I. Wire Rope Clip, Heavy Duty pcs. 68 91.00 38mm.Ø P.E. Pipe Tubing, SDR 11 ln.m. 30 76.00

2.2. Suspender Cable12mm.Ø x 6 x 19 Class, EIPS, IWRC, Galvanized Wire Rope ln.ft. 263 91.00 12mm.Ø G.I. Wire Rope Clip, Heavy Duty pcs. 132 14.00 12mm.Ø G.I. Extra Heavy Wire Rope Thimbles pcs. 44 28.00 6mm. Thk x 75mm x 6.00m Flat Bar pc. 1 1,319.00 16mm.Ø G.I. Eye & Eye Turnbuckle pc. 22 75.00 19mm.Ø x 50mm High Strength Hex. Head Stainless Bolt pcs. 22 50.00 w/ Nut & Washers (Fully Threaded)

3.3. Hand Rail Cable16mm.Ø x 6 x 19 Class, EIPS, Galvanized Iron Fiber Core Wire Ro ln.ft. 263 112.00 50mm.Ø P.E. Pipe Tubing, SDR 11 ln.m. 80 126.00 16mm.Ø G.I. Wire Rope Clip, Heavy Duty pcs. 12 50.00 12mm.Ø x 6.00m Plain Round Bar pcs. 2 286.00 6mm. Thk x 50mm x 6.00m Flat Bar pc. 1 695.00

3. CYCLONE WIRE INSTALLATION3.1. Main Bridge#10 x 1.20m x 10.00mtrs/roll, w/ 50mm x 50mm Mesh rolls 8 1,663.00 G.I. Interlink/ Cyclone Wire10mm.Ø x 6.00m Plain Round Bar pcs. 38 175.00

3.2. Stair50mm.Ø x 6.00m. G.I. Pipe, ASTM A53-90A Heavy Gauge pcs. 8 2,360.00 #10 x 1.20m x 10.00mtrs/roll, w/ 50mm x 50mm Mesh rolls 2 1,663.00 G.I. Interlink/ Cyclone Wire10mm.Ø x 6.00m Plain Round Bar pcs. 10 175.00

4. STEEL FLOOR SLAB

TOTAL AREA =

of 90

1.20m x 2.40m x 6mm thk. Standard Expanded Metal Mesh, 34m shts. 15 3,509.00 x 135.40mm. Mesh Opening, w/ 6mm thk x 9mm width Strand Dimension4mm. Thk x 25mm x 25mm x 6.00m Angle Bar pcs. 12 700.00

5. SADDLE25mm. Thk x 1.20m x 2.40m Plain Steel Plate in accordance to shts. 2 32,450.00 ASTM A36 Steel Plate19mm.Ø x 300mm Bent Anchor Bolts in accordance to ASTM F15 pcs. 16 157.00 w/ Nut & Washers6011 Welding Rod kgs. 4 145.00

of 90

40mm.Ø x 250mm Heavy Hex. Structural Bolts in accordance to pcs. 4 248.00 ASTM A325

B. Labor:2 Carpenters days 15 366.00 2 Welders days 15 366.00 4 Masons days 15 366.00 2 Steelman days 15 366.00

10 Laborers days 15 317.00

C. Equipment Rental/Fuel:Acetylene (content only) cly. 2 1,200.00 Industrial Oxygen (content only) cly. 3 700.00

1 Unit Welding Machine days 4 3,128.00 1 Unit Chain Hoist days 15 500.00

Acetylene Cutting Outfit days 2 364.00 1 Unit Speed Cutter days 15 1,500.00 2 Units Wire Rope Grip/Pull Lifting Machines days 15 1,500.00

DIRECT COST INDIRECT COST OCM CONTRACTOR'S PROFIT CONTRACTOR'S TAX TOTAL COST OF ITEM V Unit cost per sq.m.

VIII. SLOPE PROTECTION WORKSQUANTITY = 53.10 CU.M.

SCOPE OF WORK:1. Base Foundation cu.m. 18.00

2. Wall cu.m. 35.10 53.10

A. Materials:1. BASE FOUNDATIONPortland Cement bags 180.00 235.00 Washed Sand cu.m. 8.00 1,000.00 Gravel (G-1) cu.m. 16.00 1,000.00 16mm.Ø x 6.00m Def. Reinforcing Steel Bar pcs. 37.00 393.00 #16 G.I. Tie-wire kgs. 3.00 70.00

2. WALL100mm.Ø Gravel cu.m. 36.00 795.00 Portland Cement bags 43.00 235.00 Washed Sand cu.m. 5.00 1,000.00 12mm.Ø x 6.00m Def. Reinforcing Steel Bar pcs. 148.00 221.00 #16 G.I. Tie-wire kgs. 9.00 70.00

B. Labor:2 Carpenters days 12 366.00 2 Masons days 12 366.00 8 Laborers days 12 317.00

DIRECT COST INDIRECT COST OCM CONTRACTOR'S PROFIT CONTRACTOR'S TAX TOTAL COST OF ITEM V Unit cost per cu.m.

IX. MASONRY WORKS(Note: Also includes Plastering Works)

QUANTITY = 34.40 SQ.M. SCOPE OF WORK:1. Columns sq.m. 25.40 2. Beams sq.m. 7.75 3. Parapet sq.m. 1.25

sq.m. 34.40

A. Materials:

PLASTERING WORKS (16mm thick on each side)

of 90

Portland Cement bags 7.00 235.00 Sand (for plastering) cu.m. 0.55 1,200.00

C. Labor:2 Masons days 3 366.00 2 Laborers days 3 317.00

of 90

DIRECT COST INDIRECT COST OCM CONTRACTOR'S PROFIT CONTRACTOR'S TAX TOTAL COST FOR VII Unit cost per sq.m.

X. PAINTING WORKSQUANTITY = 310.53 SQ.M. SCOPE OF WORK:1. Transom sq.m. 17.14 2. Stringers sq.m. 49.25 3. Tension Rod sq.m. 3.92 4. Transom Stiffener sq.m. 0.92 5. Suspender Fastener sq.m. 0.90 6. Handrail (main bridge) sq.m. 11.30 7. Interlink Dowel sq.m. 9.00 8. Floor Edger sq.m. 7.20 9. G.I. Pipe Handrail sq.m. 7.54 10. Cyclone Wire sq.m. 120.00 11. Expanded Floor Mesh sq.m. 43.20 12. Columns sq.m. 25.40 13. Beams sq.m. 7.75 14. Parapet sq.m. 1.25 15. Steel Plate sq.m. 5.76

310.53 A. Materials:

Concrete Neutralizer gals 1 443.00 Flat Latex White gals 3 503.00 Masonry Putty gals 2 308.00 Latex White (Semi-Gloss) gals 3 540.00 Thalo Blue Latex Tinting Color (1 liter/can) can 1 73.00 Lampblack Latex Tinting Colors (1 liter/can) can 1 63.00 Metal Etching Solution gals. 5 619.00 Metal Primer gals. 6 426.00 Quick Dry Enamel Sky Blue gals. 8 795.00 Quick Dry Enamel Silver Finish Aluminum Paint gals. 7 713.00 2" Paint Brush pcs. 2 28.00 4" Paint Brush pcs. 2 45.00 1" Paint Brush pcs. 2 15.00 Paint Roller w/ Handle & Tray pc. 1 110.00

B. Labor:1 Painter days 8 366.00 2 Laborers days 8 317.00

DIRECT COST INDIRECT COST OCM CONTRACTOR'S PROFIT CONTRACTOR'S TAX TOTAL COST FOR ITEM X Unit cost per sq.m.

XI. DEMOBILIZATION lot 1 10,000.00

DIRECT COST INDIRECT COST OCM CONTRACTOR'S PROFIT CONTRACTOR'S TAX TOTAL COST FOR ITEM XI

of 90



RESEARCHER/ ANALYST A

AMOUNT

18,680.00

18,680.00

1,868.00 2,242.00 2,735.00 25,525.00 46.38

1,920.00 3,420.00 150.00 220.00 5,710.00

44,380.00 5,000.00 732.00 50,112.00

55,822.00

5,582.00 6,699.00 8,172.00 76,275.00 804.42

33,440.00

28,530.00

of 90

11,610.00

73,580.00

7,358.00 8,830.00 10,772.00 100,540.00 1,142.50

of 90

30,800.00 42,980.00 336.00 1,330.00 75,446.00

49,120.00 15,246.00 336.00 1,155.00 65,857.00

6,160.00 2,456.00 2,002.00 112.00 350.00 11,080.00

7,072.00 56.00 210.00 7,338.00

13,702.00 112.00 525.00 14,339.00

24,560.00 69,168.00 672.00 2,625.00 97,025.00

38,676.00 38,676.00

16,104.00 16,104.00 32,208.00 16,104.00 80,520.00

390,281.00

39,028.00 46,834.00 57,137.00 533,280.00 84.10

of 90

27,495.00 6,000.00 12,000.00 3,000.00 48,495.00

19,270.00 4,000.00 8,000.00 31,270.00

1,880.00 400.00 800.00 3,080.00

85,305.00 18,000.00 14,400.00 117,705.00

4,230.00 1,000.00 2,000.00 7,230.00

9,400.00 2,000.00 4,000.00 15,400.00

10,980.00 10,980.00 21,960.00 10,980.00 47,550.00 102,450.00

41,280.00 35,730.00 45,248.00 122,258.00

447,888.00

44,789.00 53,747.00 65,571.00 611,995.00 8,861.74

of 90

6,400.00 14,400.00 880.00

16,500.00 7,900.00 9,600.00

of 90

660.00 770.00 57,110.00

2,928.00 2,536.00 5,464.00

62,574.00

6,257.00 7,509.00 9,161.00 85,501.00 1,075.48

154,320.00 27,976.00 1,960.00 9,240.00 704.00

3,938.00

5,460.00 6,480.00 210,078.00

238,350.00 520.00 6,188.00 2,280.00 247,338.00

23,933.00 1,848.00 1,232.00 1,319.00 1,650.00 1,100.00

31,082.00

29,456.00 10,080.00 600.00 572.00 695.00 41,403.00

13,304.00

6,650.00

18,880.00 3,326.00

1,750.00 43,910.00

of 90

52,635.00

8,400.00 61,035.00

64,900.00

2,512.00

580.00

of 90

992.00

68,984.00

10,980.00 10,980.00 21,960.00 10,980.00 47,550.00 102,450.00

2,400.00 2,100.00

12,512.00 7,500.00

728.00 22,500.00 22,500.00

70,240.00

876,520.00

87,652.00 105,182.00 128,322.00 1,197,676.00 18,080.86

42,300.00 8,000.00 16,000.00 14,541.00 210.00 81,051.00

28,620.00 10,105.00 5,000.00 32,708.00 630.00 77,063.00

8,784.00 8,784.00 30,432.00 48,000.00

206,114.00

20,611.00 24,734.00 30,175.00 281,634.00 5,303.84

of 90

1,645.00 660.00 2,305.00

2,196.00 1,902.00 4,098.00

of 90

6,403.00

640.00 768.00 937.00 8,748.00 254.30

443.00 1,509.00 616.00 1,620.00 73.00 63.00 3,095.00 2,556.00 6,360.00 4,991.00 56.00 90.00 30.00 110.00 21,612.00

2,928.00 5,072.00 8,000.00

29,612.00

2,961.00 3,553.00 4,335.00 40,461.00 130.30

10,000.00

10,000.00

1,000.00 1,200.00 1,464.00 13,664.00



GANTT CHARTPROJECT : PROP. 36.00 LN. MTRS. STEEL SUSPENSION FOOTBRIDGE w/ 60.00 LN. MTRS. SLOPE PROTECTIONLocation : Intake, Upper Pasonanca, Zamboanga CityProject Cost : Php - Project Duration :Manpower Requirements :


15 30 45 63

NON-ENGINEERING BASIC ITEMSSUPERVISIONENGINEERING BASIC ITEMSI. MOBILIZATIONI. CLEARING AND GRABBING WORKSII. LAYOUT AND EXCAVATION WORKSIII. EMBANKMENT WORKSIV. REINFORCING STEEL WORKSV. STRUCTURAL CONCRETE WORKSVI. FORMS AND SCAFFOLDING WORKSVII. STEEL WORKSVIII. SLOPE PROTECTION WORKSIX. MASONRY WORKSX. PAINTING WORKSXI. DEMOBILIZATION WORKS

TOTAL PROJECT COST Php - 0%

CASH OUTLAY REQUIREMENT 0.00 0.00 0.00 0.00

TARGETED COMPLETION THIS PERIOD #DIV/0! #DIV/0! #DIV/0! #DIV/0!

COMMULATIVE COMPLETION TO DATE #DIV/0! #DIV/0! #DIV/0! #DIV/0!


FELIXBERTO R. CAARE, JR. MARIE CLAIRE C. BONGO MARLI P. ACOSTA-DE FIESTA ARNULFO A. ALFONSO LEONARDO REY D. VASQUEZResearcher/Analyst A (J.O.) Principal Engineer C Officer-In-Charge Department Manager General ManagerPlanning & Development SectionPlanning & Development Section Planning & Design Division Maintenance Department

Sixty (60) Calendar Days21 Manpower (1-Engineering Assistant, 2-Steelman, 2-Carpenter, 4-Mason, 2-Welder, & 10-Laborers)



C A L E N D A R D A Y S63

0.00

#DIV/0!

#DIV/0!



GANTT CHARTPROJECT : PROPOSED CHANGE ORDER OF CREEK CROSSINGLocation : Spillway, Brgy. Salaan, Zamboanga CityProject Cost : Php 431,266.00 Project Duration :Manpower Requirements :

Work Item Amounts

C A L E N D A R D A Y S

30

NON-ENGINEERING BASIC ITEMSA. SUPERVISION PhP 17,292.00 4.01% ####################################################################################


I. MOBILIZATION PhP 5,500.00 1.28% ###II. HAULING OF MATERIALS PhP 56,518.00 13.11% ###############

III. FINAL STAKING/LINE AND GRADE PhP 1,072.50 0.25% ###IV. EXCAVATION AND BACKFILLING WORKS PhP 5,230.50 1.21% #########V. CONSTRUCTION OF CATENARY AND INSTALLATION OF G.I. P PhP 340,153.00 78.87% #################################################################################VI. DEMOBILIZATION PhP 5,500.00 1.28%

TOTAL PROJECT COST Php 431,266.00 100%

CASH OUTLAY REQUIREMENT Php431,266.00




FELIXBERTO R. CAARE, JR. RMP MARIE CLAIRE C. BONGO MARLI P. ACOSTA-DE FIESTA ARNULFO A. ALFONSO LEONARDO REY D. VASQUEZResearcher/Analyst A (J.O.) Principal Engineer C Officer-In-Charge Department Manager General ManagerPlanning & Development Section Planning & Development Section Planning & Design Division Maintenance Department

THIRTY (30) Calendar Days15 Manpower (1-Engineering Assistant, 1-Mason/Steelman, 1-Pipefitter, 1-Welder, 1-Carpenter & 10-Laborers)

% Perfected




30

######

######

Php431,266.00

100.00%

100.00%


LEONARDO REY D. VASQUEZGeneral Manager

61/90 Pricelist Database as of May, 2013Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012)



Project:Location: Cahumban, Brgy. Tolosa, Zamboanga CityProject Description:

Installation of 4,500 Linear Meters, 150mm.Ø G.I. Pipe Transmission Line and Appurtenances from Water Source (Sta. 0+000) to

Installation of 2,875 Linear Meters, 150mm.Ø PVC Pipe, Class 150 Transmission Line and Appurtenances from Sta. 4+500 to

Scope of Works:Non - Engineering Basic Cost

A. ECC RequirementsB. SupervisionC. Construction of Temp. FacilitiesD. Construction Safety and Health

Engineering Basic CostI. Clearing Grubbing WorksII. Final Staking/Lay-outing/Line and GradeIII. Hauling of MaterialsIV. Pipelaying Works 1. Laying of 4,500 Linear Meters - 150mm.Ø G.I. Pipe w/ Concrete Pipe Support 2. Laying of 2,875 Linear Meters - 150mm.Ø PVC Pipe, Class 150, w/ Partial Backfilling 3. Valves and Fittings 4. Hydrotesting and Disinfection of 7,375 Linear Meters Pipeline 5. 2,875 Linear Meters Final Backfilling and Compaction WorksV. Construction of 8.60 Linear Meters Creek CrossingVI. Installation of 2-Units Fire Hydrant and Concrete BarricadeVII. Installation of Air-release w/ Steel Protection and Concrete Barricade -Installation of 3-Units Air-release w/ Steel Protection and Concrete Barricade, tap at 150mm.Ø PVC Pipe, Class 150 -Installation of 4-Units Air-release w/ Steel Encasement, tap at 150mm.Ø G.I. PipeVIII. Installation of Blow - Off -Installation of 2-Units Blow-off, tap at 150mm.Ø PVC Pipe, Class 150 -Installation of 1-Unit Blow-off, tap at 150mm.Ø G.I. PipeIX. Demobilization

Cost of Project:#VALUE!


NON - ENGINEERING BASIC COSTA. SUPERVISION

1 Engineering Assistant days 110 524.00

DIRECT COST INDIRECT COST OCM TOTAL COST FOR ITEM A

B.A. Materials:

26 pcs. - 2" x 4" x 10' Coco Lumber bd.ft. 173 22.00 18 pcs. - 2" x 3" x 10' Coco Lumber bd.ft. 90 22.00 16 pcs. - 2" x 2" x 10' Coco Lumber bd.ft. 53 22.00 12mm thk x 1.20m x 2.40m Ordinary Plywood shts. 18 800.00 Gauge 26 x 1.80m Length Corrugated G.I. Roofing Sheets shts. 18 243.00 Gauge 26 x 1.20m x 2.40m G.I. Plain Sheet sht. 1 468.00 2" C.W. Nail kgs. 2 60.00 3" C.W. Nail kg. 1 60.00 4" C.W. Nail kgs. 2 59.00 60mm Brass Padlock pc. 1 968.00 3-1/2" Loose Pin Hinges pairs 3 85.00 1/8" G.I. Chain (1Kg. Equal to 2mtrs.) kg. 1 160.00 2" C.W. Umbrella Roofing Nails kgs. 2 85.00

B. Labor:1 - Carpenter days 4 366.00 4 - Laborers days 4 317.00

DIRECT COST INDIRECT COST OCM TOTAL COST FOR ITEM B

PROPOSED CAHUMBAN SOURCE DEVELOPMENT PROJECT (CONCRETE GROUND TANK)

Sta. 4+500.

Sta. 7+375 (ZCWD Annex).

ITEM NO.

CONSTRUCTION OF TEMP. FACILITIES (Area = 3.00mtrs. X 5.00mtrs., 1 - Unit)


ENGINEERING BASIC COSTI. MOBILIZATION

1. Mobilization of ManpowerA. Equipment Rental:2 - Units Mini Dumptruck (w/ fuel & driver) days 1 8,816.00

DIRECT COST INDIRECT COST OCM TOTAL COST FOR ITEM I.1.

2. Hauling of MaterialsA. Equipment Rental:2 - Units Mini Dumptruck (w/ fuel & driver) days 80 8,816.00

B. Labor:4 - Laborers days 80 317.00

DIRECT COST INDIRECT COST OCM TOTAL COST FOR ITEM I.2.

II. FINAL STAKING/LINE AND GRADEA. Materials:

14pcs. - 2" x 3" x 10' Coco Lumber bd.ft. 70 22.00 18pcs. - 2" x 4" x 8' Coco Lumber bd.ft. 96 22.00 4" C.W. Nail kgs. 3 59.00 #100 Nylon Chord roll 1 92.00

Labor:2 - Laborers days 4 317.00 2 - Carpenters days 4 366.00

DIRECT COST INDIRECT COST OCM TOTAL COST FOR ITEM II.

III. EARTH WORKS1. Excavation Works cu.m. 164.78

A. Labor:10 - Laborers days 19 317.00

DIRECT COST INDIRECT COST OCM TOTAL COST FOR ITEM III.

IV. STRUCTURAL CONCRETE cu.m. 65.40 A. Materials:


B. Labor:14 - Laborers days 40 317.00

4 - Masons days 40 366.00 4 - Steelman days 40 366.00 2 - Carpenters days 40 366.00 1 - Pipefitter days 40 341.00 1 - Welder days 40 366.00 1 - Painter days 40 366.00

C. Equipment Rental:Premium Gasoline liters 610 60.00

1 - Unit Concrete Vibrator days 46 500.00 3 - Units One Bagger Mixer (w/out fuel & operator) days 46 1,500.00

DIRECT COST INDIRECT COST OCM TOTAL COST FOR ITEM IV.

V. REINFORCING STEEL


A. Materials:25mm.Ø x 6.00m. Def. Reinforcing Steel Bars pcs. 210 1,045.00 20mm.Ø x 7.50m. Def. Reinforcing Steel Bars pcs. 6 853.00 20mm.Ø x 6.00m. Def. Reinforcing Steel Bars pcs. 84 682.00 16mm.Ø x 6.00m. Def. Reinforcing Steel Bars pcs. 251 475.00 12mm.Ø x 6.00m. Def. Reinforcing Steel Bars pcs. 122 260.00 10mm.Ø x 6.00m. Def. Reinforcing Steel Bars pcs. 76 166.00 Hacksaw Blade pcs. 8 75.00 #16 G.I. Tie-wire kgs. 93 75.00


B. Labor:4 - Steelman days 51 366.00 4 - Laborers days 51 317.00

C. Equipment Rental:1 - Unit Bar Cutter days 58 300.00

DIRECT COST INDIRECT COST OCM TOTAL COST FOR ITEM V.

VI. FORMS & SCAFOLLDING WORKSA. Materials:

12mm. thk x 1.20m. x 2.40m. Ordinary Plywood shts. 40 800.00 168pcs. - 2" x 3" x 10' Coco Lumber bd.ft. 840 22.00 102pcs. - 2" x 3" x 8' Coco Lumber bd.ft. 408 22.00 142pcs. - 2" x 4" x 12' Coco Lumber bd.ft. 1,136 22.00 2" C.W. Nail kgs. 17 60.00 4" C.W. Nail kgs. 46 59.00

B. Labor:2 - Carpenters days 35 366.00 2 - Laborers days 35 317.00

DIRECT COST INDIRECT COST OCM TOTAL COST FOR ITEM VI.

VII. SAND BEDDING INSTALLATIONA. Materials:

Washed Sand cu.m. 34 1,000.00

B. Labor:1 - Operator days 2 366.00 3 - Laborers days 2 366.00

C. Equipment Rental:1 - Unit Tamper Rammer (w/ fuel, w/o operator) days 2 1,290.00

DIRECT COST INDIRECT COST OCM TOTAL COST FOR ITEM VI.

VIII. INSTALLATION OF UNDER DRAIN PIPEA. Materials:

100mm.Ø x 6.00m. PVC Pipe, Class 150, B/S, w/ R.R. pcs. 3 pc. 1

100mm.Ø C.I. Mechanical End Cap pcs. 2 100mm.Ø x 100mm.Ø C.I. Tee, M/M pc. 1 24" Geotextile Filter Fabric ln.ft. 60

B. Labor:1 - Pipefitter day 1 341.00 2 - Laborers day 1 317.00

DIRECT COST INDIRECT COST OCM TOTAL COST FOR ITEM VIII.

IX. CONSTRUCTION OF CHLORINE ROOMA. Materials:

Portland Cement bags 18 270.00 Washed Sand cu.m. 1.25 1,000.00 Gravel (G-1) cu.m. 1.20 1,200.00 100mm. x 200mm. x 400mm. CHB (NLB) pcs. 161 15.00 Fine Sand (for plastering) cu.m. 0.30 1,470.00 12mm.Ø x 6.00m. Reinforcing Deformed Steel Bars pcs. 18 227.00 10mm.Ø x 6.00m. Reinforcing Deformed Steel Bars pcs. 27 158.00 #16 G.I. Tie-wire kgs. 4.50 68.00 Pre-fabricated 800mm. x 2100mm. PVC Door w/ PVC Door Jamb and w set 1 2,310.00 Hinges and screwCylindrical Lockset, Satin Chrome set 1 893.00 2" C.W. Nail kgs. 4 58.00

100mm.Ø x 90o Long Sweep PVC Elbow, Class 150, B/S, w/ R.R.


4" C.W. Nail kgs. 4 53.00 Concrete Neutralizer liter 1 147.00 Acrylic Water - Based Primer gals. 2 578.00 Acrylic Water - Based Paint, Off White Color gals. 4 689.00 Masonry Putty gals. 2 714.00 2" Paint Brush pcs. 2 30.00 #120 Waterproof Sand Paper doz. 1 151.00 #100 Waterproof Sand Paper doz. 1 151.00

CONSTRUCTION OF CONCRETE GROUND RESERVOIR1. MOBILIZATION1.1. Manpower Mobilization

A. Equipment Rental:2 day 1 8,816.00

1.2. Hauling of MaterialsA. Labor:

4 - Laborers days 80 317.00

B. Equipment Rental:2 - Units Mini Dumptruck (w/ fuel & driver) days 80 8,816.00

1.3. Construction of TEMFACILA. Labor:

2 - Carpenters days 6 366.00 1 - Laborer days 6 317.00

2. FINAL STAKING/ LINE & GRADEA. Materials:

14pcs. - 2" x 3" x 10' Coco Lumber bd.ft. 70 22.00 18pcs. - 2" x 4" x 8' Coco Lumber bd.ft. 96 22.00 4" C.W. Nail kgs. 2.50 59.00 #100 Nylon Chord roll 1 92.00

Labor:2 - Carpenters days 4 2 - Laborers days 4

3. EARTH WORKS3.1. Excavation cu.m. 164.78

A. Labor:10 - Laborers days 19 317.00

4. STRUCTURAL CONCRETEA. Materials:


C. Equipment Rental:3 - Units One Bagger Mixer days 1

5. REINFORCING STEELA. Materials:

5.1. Footing25mm.Ø x 6.00m. Def. Reinforcing Steel Bars pcs. 53 1,045.00 20mm.Ø x 6.00m. Def. Reinforcing Steel Bars pcs. 12 682.00 #16 G.I. Tie-wire kgs. 11 75.00 5.2. Column25mm.Ø x 6.00m. Def. Reinforcing Steel Bars pcs. 64 1,045.00 10mm.Ø x 6.00m. Def. Reinforcing Steel Bars pcs. 55 166.00 #16 G.I. Tie-wire kgs. 19 75.00 5.3. Wall25mm.Ø x 6.00m. Def. Reinforcing Steel Bars pcs. 1,045.00 20mm.Ø x 6.00m. Def. Reinforcing Steel Bars pcs. 196 682.00 16mm.Ø x 6.00m. Def. Reinforcing Steel Bars pcs. 112 475.00


#16 G.I. Tie-wire kgs. 27 75.00 5.4. Beams20mm.Ø x 7.50m. Def. Reinforcing Steel Bars pcs. 12 853.00 20mm.Ø x 6.00m. Def. Reinforcing Steel Bars pcs. 31 682.00 16mm.Ø x 6.00m. Def. Reinforcing Steel Bars pcs. 10 475.00 10mm.Ø x 6.00m. Def. Reinforcing Steel Bars pcs. 6 166.00 10mm.Ø x 6.00m. Def. Reinforcing Steel Bars pcs. 61 166.00 #16 G.I. Tie-wire kgs. 17 75.00 5.5. Top Slab12mm.Ø x 6.00m. Def. Reinforcing Steel Bars pcs. 122 260.00 #16 G.I. Tie-wire kgs. 12 75.00 5.6. Bottom Slab16mm.Ø x 6.00m. Def. Reinforcing Steel Bars pcs. 91 475.00 #16 G.I. Tie-wire kgs. 7 75.00 5.7. Drain Chamber12mm.Ø x 6.00m. Def. Reinforcing Steel Bars pcs. 26 260.00 #16 G.I. Tie-wire kgs. 2.50 75.00

6. FORMS & SCAFOLLDING WORKSA. Materials:

12mm. thk x 1.20m. x 2.40m. Ordinary Plywood shts. 40 800.00 168pcs. - 2" x 3" x 10' Coco Lumber bd.ft. 840 22.00 102pcs. - 2" x 3" x 8' Coco Lumber bd.ft. 408 22.00 142pcs. - 2" x 4" x 12' Coco Lumber bd.ft. 1,136 22.00 2" C.W. Nail kgs. 17 60.00 4" C.W. Nail kgs. 46 59.00

7. INSTALLATION OF UNDER DRAIN PIPEA. Materials:

100mm.Ø x 6.00m. PVC Pipe, Class 150, B/S, w/ R.R. pcs. 3 pc. 1

100mm.Ø C.I. Mechanical End Cap pcs. 2 100mm.Ø x 100mm.Ø C.I. Tee, M/M pc. 1 24" Geotextile Filter Fabric ln.ft. 60

8. SAND BEDDING INSTALLATIONA. Materials:

Washed Sand cu.m. 34 1,000.00

B. Labor:1 - Operator days 2 366.00 3 - Laborers days 2 366.00

C. Equipment Rental:1 - Unit Tamper Rammer (w/ fuel, w/o operator) days 2 1,290.00

9. WATERSTOP INSTALLATIONA. Materials:

5mm. thk. x 203mm. Ribbed Type w/ Centerbulb Rubber Waterstop ln.m. 90 380.00

B. Labor:2 - Carpenters days 4 366.00

C. Equipment Rental:3 - Units One Bagger Mixer days

10. STEEL WORKSA. Materials:

5mm. Thk. X 1.20m. X 2.40m. M.S. Plate (Checkered) sht. 1 8,113.00 6mm. thk. x 50mm. x 6.00m. M.S. Angle Bar pcs. 2 1,333.00 38mm.Ø x 6.00m. Stainless Steel Pipe, Sch. 40 pcs. 3 10,754.00 16mm.Ø x 6.00m. Stainless Steel Rod pcs. 2 5,280.00 5mm. thk. x 38mm. x 2.40m. Stainless Steel Flat Bar pc. 1 1,650.00 12mm.Ø x 76mm. Stainless Steel Anchor Bolt pcs. 16 150.00 Stainless Welding Rod kgs. 2 638.00 50mm.Ø x 6.00m. G.I. Pipe, ASTM A53-90A Heavy Gauge pcs. 2 2,887.00 16mmØ x 6.00m. Plain Round Bar pc. 1 395.00 6011 Welding Rod kgs. 2 175.00 Metal Primer gal. 1 426.00 Quick Dry Enamel Blue gals. 2 606.00 4" Grinding Wheel pcs. 2 180.00 Paint Thinner gal. 1 480.00 2" Paint Brush pcs. 2 68.00

B. Labor:1 - Welder days 8 366.00 2 - Laborers days 8 317.00

100mm.Ø x 90o Long Sweep PVC Elbow, Class 150, B/S, w/ R.R.

C350

user: 2-Steelman 4-Laborers 1-Unit Bar Cutter


C. Equipment Rental:1 - Unit Generator Set (w/ fuel) days 6 3,440.00 1 - Unit Angular Grinder days 6 300.00

11. CONSTRUCTION OF CHLORINE ROOMA. Materials:

Portland Cement bags 34 270.00 Washed Sand cu.m. 1.50 1,000.00 Fine Sand (for plastering) cu.m. 1 Gravel (G-3/8) cu.m. 2 1,200.00 12mm.Ø x 6.00m. Def. Reinforcing Steel Bars pcs. 18 260.00 10mm.Ø x 7.50m. Def. Reinforcing Steel Bars pcs. 9 208.00 10mm.Ø x 6.00m. Def. Reinforcing Steel Bars pcs. 8 166.00 #16 G.I. Tie-wire kgs. 4.50 75.00 2" C.W. Nail kgs. 4 58.00 4" C.W. Nail kgs. 4 53.00 Concrete Neutralizer liter 1 Acrylic Water - Based Primer gals. 2 Acrylic Water - Based Paint, Off White Color gals. 4 Masonry Putty gals. 2 2" Paint Brush pcs. 2

12. SUPPLY/ INSTALLATION OF WATERPROOFING sq.m. 66 A. Materials:

Bituminous Membrane Polyster Reinforced Waterproofing w/ sq.m. 66 12.5mm. Thk. Plaster Finished

13. PIPELAYING WORKS ln.mtrs. 85 A. Materials:

100mm.Ø x 6.00m. PVC Pipe, Class 150, B/S, w/ R.R. pcs. 16 pcs. 6 pcs. 2

150mm.Ø x 100mm.Ø PVC Reducer, Class 150, B/S, w/ R.R. pcs. 2 100mm.Ø C.I. Sleeve Type Flexible Coupling, Std. (PVC) pcs. 2 100mm.Ø C.I. Sleeve Type Flexible Coupling, Std. (C.I.-PVC) pcs. 2 150mm.Ø C.I. Sleeve Type Flexible Coupling, Std. (PVC) pcs. 1 100mm.Ø C.I. Adaptor, F/P pcs. 2 100mm.Ø C.I. Body Gate Valve, F/F PN16, NRS, w/ 2 -Units Steel Ring set 1 Flange in accordance w/ ANSI B16.5 Class 150, w/ 16pcs. -16mm.Ø x 75mm. Hex. Head Stainless Bolts w/ Nut & Washers150mm.Ø C.I. Valve Box Cover pc. 1 Plain Margarine kg. 1 6mm. Thk. Rubber Gasket kgs. 4 Thrust BlockPortland Cement bags 5 Washed Sand cu.m. 0.10 Gravel (G-3/4) cu.m. 0.20

1 - Pipefitter days 10 10 - Laborers days 10

100mm.Ø Flowmeter, F/F, w/ Complete Accessories pc. 1 100mm.Ø C.I. Adaptor, F/P pc. 1 100mm.Ø C.I. Sleeve Type Flexible Coupling, Spl. (C.I.-G.I.) pc. 1 100mm.Ø C.I. Sleeve Type Flexible Coupling, Spl. (G.I.-PVC) pc. 1 100mm.Ø C.I. Body Gate Valve, PN16, NRS, F/F, w/ sets 2 Flange End in accordance w/ ANSI B16.1 Class 125, w/ 2- Units Steel Ring Flange in accordance to AWWA C207 Class E100mm.Ø Steel Ring Flange in accordance w/ AWWA C207 Class E pcs. 10 100mm.Ø C.I. Body Gate Valve, PN16, NRS, M/M pc. 1 150mm.Ø C.I. Valve Box Cover pcs. 3 100mm.Ø x 100mm.Ø C.I. Tee, F/F pc. 1 6mm. Thk Rubber Gasket kgs. 24 16mm.Ø x 75mm. Hex. Head Stainless Bolts w/ Nut & Washers pcs. 96 6mm. thk x 50mm. x 6.00m. Flat Bar pc. 1 6mm. thk x 50mm. x 6.00m. Stainless Flat Bar pc. 1 19mm. thk. x 100mm. Stainless Anchor Bolt pcs. 8 19mm.Ø x 175mm. Stainless Bolt w/ Nut & Washers (Full Threaded) pcs. 4 100mm.Ø x 6.00m. G.I. Pipe, ASTM A53-90A Heavy Gauge pcs. 3

pcs. 2 12mm.Ø x 6.00m. Def. Reinforcing Steel Bars pc. 1 100mm.Ø G.I. End Cap (ANSI B16.3, Class 150 Std.) pcs. 2 Hacksaw Blade pcs. 2 6011 Welding Rod kgs. 3 QDE Metal Primer gals. 3 QDE Paint Blue gals. 5 Paint Thinner gals. 2 2" Paint Brush pcs. 4

100mm.Ø x 45o PVC Bend, Class 150, B/S, w/ R.R.150mm.Ø x 45o PVC Bend, Class 150, B/S, w/ R.R.

14. VALVES/ FITTINGS/ APPURTENANCES (@ Ground Tank & Junction Box)

100mm.Ø x 90o G.I. Elbow (ANSI B16.3, Class 150 Std.)


B. Labor:1 - Pipefitter days 6 1 - Welder days 6 4 - Laborers days 6

sq.m. 51.30 A. Materials:

Concrete Neutralizer gals. 2 Acrylic Water - Based Primer gals. 3 Acrylic Water - Based Paint, Off White Color gals. 5 Masonry Putty gals. 2 2" Paint Brush pcs. 2 7" Paint Roller w/ Handle and Tray pc. 1 #120 Waterproof Sand Paper doz. 1 #100 Waterproof Sand Paper doz. 1

B. Labor:1 - Painter days 4 2 - Laborers days 4

Sizing Requirements

S U M M A R Y

NON - ENGINEERING BASIC COSTA. ECC REQUIREMENTS #REF!B. SUPERVISION Php57,640.00 C. CONSTRUCTION OF TEMP. FACILITIES Php38,039.00 D. CONSTRUCTION SAFETY AND HEALTH #REF!

ENGINEERING BASIC COSTI. CLEARING AND GRUBBING WORKS Php0.00 II. FINAL STAKING/LAY-OUTING/LINE AND GRADE #REF!III. HAULING OF MATERIALS Php426,450.00 IV. PIPELAYING WORKS 1. LAYING OF 150mm.Ø G.I. PIPE W/ PIPE SUPPORT #REF! 2. LAYING OF 150mm.Ø PVC PIPE W/ PARTIAL BACKFILLING #REF! 3. VALVES AND FITTINGS #REF! 4. HYDROTESTING AND DISINFECTION WORKS #REF! 5. FINAL BACKFILLING AND COMPACTION WORKS #REF!V. CREEK CROSSING #REF!VI. INSTALLATION OF FIRE HYDRANT AND CONCRETE BARRICADE #REF!VII. INSTALLATION OF AIR-RELEASE W/ STEEL PROTECTION AND #VALUE! BARRICADEVIII. INSTALLATION OF BLOW - OFF #VALUE!IX. PAINTING WORKS #REF!X. DEMOBILIZATION #REF! TOTAL PROJECT COST #VALUE!

Prepared by: Reviewed & Checked by: Submitted by:

FELIXBERTO R. CAARE, JR. MARIE CLAIRE C. BONGO MARLI ACOSTA - DE FIESTAResearcher/Analyst A, (J.O.) Principal Engineer C Officer -In -ChargePlanning & Design Division Planning & Design Division Planning & Design Division

Approved by: Recommending Project Implementation: Approved for Project Implementation:

EFREN C. SALVACION ARNULFO A. ALFONSO LEONARDO REY D. VASQUEZOfficer -In -Charge Department Manager C General ManagerEngineering Department Maintenance Department

15. PAINTING WORKS (Ground Reservoir Exterior Wall)

Note: * All sizes referred herein should mean commercially available measurements with tolerance of + 1mm.




Installation of 4,500 Linear Meters, 150mm.Ø G.I. Pipe Transmission Line and Appurtenances from Water Source (Sta. 0+000) to

Installation of 2,875 Linear Meters, 150mm.Ø PVC Pipe, Class 150 Transmission Line and Appurtenances from Sta. 4+500 to

-Installation of 3-Units Air-release w/ Steel Protection and Concrete Barricade, tap at 150mm.Ø PVC Pipe, Class 150

AMOUNT

57,640.00 57,640.00

57,640.00

5,764.00 63,404.00

3,806.00 1,980.00 1,166.00 14,400.00 4,374.00 468.00 120.00 60.00

118.00 968.00 255.00 160.00 170.00 28,045.00

1,464.00 5,072.00 6,536.00

34,581.00

3,458.00 38,039.00


17,632.00 17,632.00

17,632.00

1,763.00 19,395.00

1,410,560.00 1,410,560.00

101,440.00 101,440.00

120,835.00

12,084.00 132,919.00

1,540.00 2,112.00 177.00 92.00 3,921.00

2,536.00 2,928.00 5,464.00

9,385.00

939.00 10,324.00

60,230.00 60,230.00

60,230.00

6,023.00 66,253.00

172,530.00 36,000.00 54,000.00 262,530.00

177,520.00 58,560.00 58,560.00 29,280.00 13,640.00 14,640.00 14,640.00 366,840.00

36,600.00 23,000.00 207,000.00 266,600.00

895,970.00

89,597.00 985,567.00


219,450.00 5,118.00 57,288.00 119,225.00 31,720.00 12,616.00 600.00 6,975.00 452,992.00


74,664.00 64,668.00 139,332.00

17,400.00 17,400.00

609,724.00

60,972.00 670,696.00

32,000.00 18,480.00 8,976.00 24,992.00 1,020.00 2,714.00 88,182.00

25,620.00 22,190.00 47,810.00

135,992.00

13,599.00 149,591.00

34,000.00 34,000.00

732.00 2,196.00 2,928.00

2,580.00 2,580.00

39,508.00

3,951.00 43,459.00

-

341.00 634.00 975.00

975.00

98.00 1,073.00

4,860.00 1,250.00 1,440.00 2,415.00 441.00 4,086.00 4,266.00 306.00 2,310.00

893.00 232.00


212.00 147.00 1,156.00 2,756.00 1,428.00 60.00 151.00 151.00 28,560.00

17,632.00 17,632.00

101,440.00 101,440.00

1,410,560.00 1,410,560.00

4,392.00 1,902.00 6,294.00

1,540.00 2,112.00 147.50 92.00

60,230.00

172,530.00 36,000.00 54,000.00

55,385.00 8,184.00 825.00

66,880.00 9,130.00 1,425.00

- 133,672.00 53,200.00


2,025.00

10,236.00 21,142.00 4,750.00 996.00 10,126.00 1,275.00

31,720.00 900.00

43,225.00 525.00

6,760.00 187.50

32,000.00 18,480.00 8,976.00 24,992.00 1,020.00 2,714.00

34,000.00 34,000.00

732.00 2,196.00 2,928.00

2,580.00 2,580.00

34,200.00 34,200.00

2,928.00 2,928.00

8,113.00 2,666.00 32,262.00 10,560.00 1,650.00 2,400.00 1,276.00 5,774.00 395.00 350.00 426.00 1,212.00 360.00 480.00 136.00 68,060.00

2,928.00 5,072.00 8,000.00


20,640.00 1,800.00 22,440.00

9,180.00 1,500.00

2,400.00 4,680.00 1,872.00 1,328.00 337.50 232.00 212.00

interconnection:


MARLI ACOSTA - DE FIESTA



All sizes referred herein should mean commercially available measurements with tolerance of + 1mm.

79/90 Pricelist Database as of June, 2013Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012



Project: PROPOSED CHANGE ORDER OF CREEK CROSSINGLocation: Spillway, Brgy. Salaan, Zamboanga CityProject Description:

Construction/ installation of catenary, pipe creek crossing


A. SupervisionEngineering Basic Cost

I. MobilizationII. Hauling of MaterialsIII. Final Staking/Lay-outing/Line and GradeIV. Excavation and Backfilling WorksV. Construction of Catenary/ G.I. Pipe Installation WorksVI. Demobilization

Cost of Project:Php431,266.00

D E S C R I P T I O N UNIT QTY. UNIT COST AMOUNT

NON - ENGINEERING BASIC COSTA. SUPERVISION

1 - Engineering Assistant days 30 524.00 15,720.00 15,720.00

DIRECT COST 15,720.00

ENGINEERING BASIC COSTI. MOBILIZATION lot 1 5,000.00 5,000.00

5,000.00


II. HAULING OF MATERIALS

A. Equipment Rental:1 - Cargo Truck (w/ fuel & driver) days 5 9,008.00 45,040.00

45,040.00 B. Labor:4 - Laborers days 5 317.00 6,340.00

6,340.00


III. FINAL STAKING/LINE AND GRADEA. Labor:1 - Pipefitter day 1 341.00 341.00 2 - Laborers day 1 317.00 634.00

975.00

DIRECT COST 975.00

IV. EXCAVATION AND BACKFILLING WORKSQUANTITY = 9.11 CU.M. 9.11

A. Labor:5 - Laborers day 3 317.00 4,755.00

4,755.00


V. CONSTRUCTION OF CATENARY AND INSTALLATION OF G.I. PIPEQUANTITY = 42.00 LN. MTRS. 42

A. Materials:Portland Cement bags 32 260.00 8,320.00 Washed Sand cu.m. 2 900.00 1,800.00 Gravel (G-1) cu.m. 2.50 1,050.00 2,625.00

* 16mm.Ø x 6.00m. Def. Reinforcing Steel Bars pcs. 18 437.00 7,866.00 * 16mm.Ø x 7.50m. Def. Reinforcing Steel Bars pcs. 6 525.00 3,150.00 * 10mm.Ø x 6.00m. Def. Reinforcing Steel Bars pcs. 15 168.00 2,520.00

#16 G.I. Tie-wire kgs. 6 75.00 450.00 39 pcs. - 2" x 3" x 10' Coco Lumber bd.ft. 195 20.00 3,900.00

ITEM NO.

Note : Hauling of materials from Pasonanca Motorpool to Project Site


12 pcs. - 2" x 4" x 10' Coco Lumber bd.ft. 80 20.00 1,600.00 * 12mm. thk x 1.20m. x 2.40m. Ordinary Plywood shts. 2 750.00 1,500.00

2" C.W. Nail kg. 1 63.00 63.00 4" C.W. Nail kgs. 6 58.00 348.00

* 25mm.Ø x 6.00m. M.S. Plain Round Bar pcs. 3 1,364.00 4,092.00 * 12mm.Ø x 6.00m. M.S. Plain Round Bar pc. 1 255.00 255.00

16mm.Ø x 6 x 19 Galvanized Strand Wire Rope, IWRC EIPS ln.mtrs. 47 612.00 28,764.00 25mm.Ø Hook & Eye Galvanized Iron Turnbuckle (Heavy Duty) pcs. 2 473.00 946.00 16mm.Ø G.I. Extra Heavy Wire Rope Thimbles pcs. 2 240.00 480.00

* 6mm. thk. x 50mm. x 6.00m. M.S. Flat Bar pcs. 9 824.00 7,416.00 12mm.Ø x 38mm. Stainless Steel Bolt w/ Nut & Washer pcs. 116 36.00 4,176.00


19mm. Thk. X 300mm. X 350mm. M.S. Plate w/ 4-22mm.Ø Bolt Holes pcs. 2 2,400.00 4,800.00 19mm.Ø x 150mm. Bent Concrete Anchor Bolt w/ Nut & Washer (Heavy pcs. 8 127.00 1,016.00 16mm.Ø G.I. Wire Rope Clip, Heavy Duty pcs. 6 28.00 168.00 100mm.Ø x 6.00m. G.I. Pipe, ASTM A53-90A Heavy Gauge pcs. 5 9,877.00 49,385.00 16mm. Thk. X 229mm. O.D. x 116mm. I.D. Steel Ring Flange w/ 8-19mm pcs. 18 516.00 9,288.00 Bolt Holes in accordance w/ AWWA C207 Class D Std.6mm. Thk Rubber Gasket kgs. 18 60.00 1,080.00 16mm.Ø x 63.50mm. Hex. Head Stainless Bolt w/ Nut & Washer pcs. 72 82.00 5,904.00

* 6mm. thk. x 50mm. x 50mm. M.S. Angle Bar pc. 1 1,500.00 1,500.00 16mm.Ø x 150mm. Bent Concrete Anchor Bolt w/ Nut & Washer (Heavy pcs. 6 107.00 642.00 Hacksaw Blade pcs. 5 62.00 310.00 6011 Welding Rod kgs. 3 144.00 432.00 Metal Primer gal. 1 427.00 427.00 Quick Dry Enamel (Paint Blue) gal. 1 606.00 606.00 2" Paint Brush pcs. 3 27.00 81.00

155,910.00 B. Labor:10 - Laborers days 28 317.00 88,760.00

1 - Steelman days 28 366.00 10,248.00 1 - Welder days 28 366.00 10,248.00 1 - Carpenter days 28 366.00 10,248.00 1 - Pipefitter days 28 341.00 9,548.00

129,052.00 C. Equipment Rental:1 - Unit Generator Set/ Welding Machine w/ Complete accessories (w/ fuel) days 6 3,128.00 18,768.00 2 - Units Chain Block days 2 500.00 2,000.00 1 - Unit Angle Grinder days 5 300 1,500.00 2 - Units Wire Rope Grip/ Pull Lifting Machines (Winch) days 2 500 2,000.00

24,268.00


VI. DEMOBILIZATION lot 1 5,000.00 5,000.00 5,000.00


Sizing Requirements

Summary of Manpower:

5 - Skilled10 - Unskilled

Note: * All sizes referred herein should mean commercially available measurements with tolerance of + 1mm.

ATTACHMENT "A" APPROVED BUDGET FOR THE CONTRACT D.O. No. 29 S.2011

Project Name and Location

Stations : Sta. 0+000.00 - Sta. 0+042.00Length : 42.00 LN. MTRS. Contract Duration: 30 Calendar Days

DESCRIPTION QUANTITY UNIT

MARK-UPSTOTAL MARK-UP

VAT TOTAL COSTITEM ESTIMATED DIRECT IN PERCENT TOTALNO. COST OCM PROFIT % VALUE INDIRECT COST

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

(5)X(8) 12%((5)+(9)) (9)+(10) (5)+(11)NON - ENGINEERING BASIC COST

A. Supervision 30 days Php 15,720.00 10% 10% Php 1,572.00 Php 1,572.00 Php 17,292.00

ENGINEERING BASIC COST

I. Mobilization 1 lot Php 5,000.00 10% 10% Php 500.00 Php 500.00 Php 5,500.00

II. Hauling of Materials 5 days Php 51,380.00 10% 10% Php 5,138.00 Php 5,138.00 Php 56,518.00

III. Final Staking/ Line & Grade 1 day Php 975.00 10% 10% Php 97.50 Php 97.50 Php 1,072.50

IV. Excavation & Backfilling Works 9.11 cu.m. Php 4,755.00 10% 10% Php 475.50 Php 475.50 Php 5,230.50

V. 42 ln.mtrs. Php 309,230.00 10% 10% Php30,923.00 Php30,923.00 Php 340,153.00

VI. Demobilization 1 lot Php 5,000.00 10% 10% Php 500.00 Php 500.00 Php 5,500.00

TOTAL Php 431,266.00 DATE PREPARED:

October 23, 2013

Prepared by: Designed by: Checked & Reviewed by: Submitted By:

FELIXBERTO R. CAARE, JR., RMP EDITO M. BAUTISTA, JR. MARIE CLAIRE C. BONGO MARLI ACOSTA - DE FIESTA

Researcher/ Analyst A Senior Engineer A - C.E. Principal Engineer C Officer - In - Charge

Planning & Design Division Planning & Design Division Planning & Design Division Planning & Design Division


EFREN C. SALVACION ALNULFO A. ALFONSO LEONARDO REY D. VASQUEZ

Officer - In - Charge Department Manager C General Manager A

Planning & Design Division Maintenance Department

PROPOSED CHANGE ORDER OF SALAAN CREEK CROSSING SPILLWAY, BRGY. SALAAN, ZAMBOANGA CITY

NO VAT

PROJECT

WILL BE

UNDER

TAKEN BY

ADMIN.

Construction of Catenary & Installation of G.I. Pipe


30 Calendar Days

UNITCOST

(13)(12)/(3)

Php 576.40

Php 5,500.00

Php 11,303.60

Php 1,072.50

Php 574.15

Php 8,098.88

Php 5,500.00

84/90 Pricelist Database as of November, 2013Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012)



Project: PROPOSED 50.00 LN. MTRS. GABION WALLLocation: Intake Watershed, Canucutan Pasonanca, Zamboanga City


SupervisionEngineering Basic Cost

I. MobilizationII. Hauling of MaterialsIII. Construction/ Installation/ Laying of Gabion WallIV. Demobilization

Cost of Project:Php1,482,892.40


NON - ENGINEERING BASIC COSTSUPERVISION

1 - Engineering Assistant days 32 524.00

Direct Cost

ENGINEERING BASIC COSTI. MOBILIZATION lot 1 5,000.00

Direct Cost

II. HAULING OF MATERIALS2 - Units Mini Dump Truck (w/ Driver & Fuel) days 22 8,800.00

Direct Cost

III. CONSTRUCTION/ INSTALLATION/ LAYING OF GABION WALL

a. Matetials:1. Lay-out and Excavation Works

38 pcs. - 2" x 3" x 10' Coco Lumber bd.ft. 190 20.00 26 pcs. - 2" x 4" x 10' Coco Lumber bd.ft. 173 20.00 #100 Nylon Chord roll 1 130.00 4" C.W. Nail kgs. 5 58.00

2. Rock Bedding Works200mm. Angular Rocks cu.m. 80 900.00

3. Assemble of Gabion Box/ Filling of Rocks/ Installation & Laying of Gabion Wall1.00m. x 1.00m. x 2.00m. Galvanized Zinc Coated Gabion Box, units 225 1,313.00 Mesh (2.7mm.Ø) 100mm. x 120mm., 3.4mm.Ø Body Wire, w/ 2.2mm. dia. Lacing and Bracing Wire150mm. Angular Rocks cu.m. 225 900.00 200mm. Angular Rocks cu.m. 225 900.000 #16 G.I. Tie-wire kgs. 5 75.000

b. Labor:2 - Skilled Worker days 28 366.00

15 - Laborers days 28 317.00

Direct Cost

ITEM NO.


IV. DEMOBILIZATION lot 1 5,000.00

Direct Cost

Summary of Manpower:1 - Assistant Engineer2 - Skilled Workers

15 - Unskilled Workers




AMOUNT

16,768.00 16,768.00

16,768.00

5,000.00 5,000.00

5,000.00

387,200.00 387,200.00

387,200.00

3,800.00 3,460.00 130.00 290.00 7,680.00

72,000.00 72,000.00

295,425.00

202,500.00 202,500.00 375.00 700,800.00

20,496.00 133,140.00 153,636.00

934,116.00


5,000.00 5,000.00

5,000.00


Project Name and Location

Stations : STA. 0+000.00 - STA. 0+050.00Length : 50 LN. MTRS. Contract Duration:

DESCRIPTION QUANTITY UNIT

MARK-UPSTOTAL MARK-UP

VAT TOTAL COSTITEM ESTIMATED DIRECT IN PERCENT TOTALNO. COST OCM PROFIT % VALUE INDIRECT COST

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

(5)X(8) 12%((5)+(9)) (9)+(10) (5)+(11)NON - ENGINEERING BASIC COST

Supervision 32 days Php 16,768.00 10% 10% Php 1,676.80 PROJECT WILL Php 1,676.80 Php 18,444.80

ENGINEERING BASIC COST BE UNDERTAKENI. Mobilization 1 lot Php 5,000.00 10% 10% Php 500.00 BY ADMIN. Php 500.00 Php 5,500.00

II. Hauling of Materials 22 Php 387,200.00 10% 10% Php38,720.00 Php38,720.00 Php 425,920.00

III. 28 units Php 934,116.00 10% 10% Php93,411.60 Php93,411.60 Php1,027,527.60

IV. Demobilization 1 lot Php 5,000.00 10% 10% Php 500.00 Php 500.00 Php 5,500.00 TOTAL Php 1,482,892.40 DATE PREPARED:

December 6, 2013

Prepared by: Designed by: Checked & Reviewed by: Submitted By:

FELIXBERTO R. CAARE, JR., RMP EDITO M. BAUTISTA, JR. ERLYN J-F. GODINEZ MARLI ACOSTA - DE FIESTA

Researcher/ Analyst A Senior Engineer A - C.E. Principal Engineer C Officer - In - Charge

Planning & Design Division Planning & Design Division Planning & Design Division Planning & Design Division


EFREN C. SALVACION ALNULFO A. ALFONSO LEONARDO REY D. VASQUEZ

Officer - In - Charge Department Manager C General Manager A

Engineering Department Maintenance Department

PROPOSED 50 LN. MTRS. GABION WALL INTAKE WATERSHED, CANUCUTAN PASONANCA, ZAMBOANGA CITY

Construction/ Installation/ Laying of Gabion Wall


32 CALENDAR DAYS

TOTAL COSTUNITCOST

(12) (13)(5)+(11) (12)/(3)

Php 18,444.80 Php 576.40

Php 5,500.00 Php 5,500.00

Php 425,920.00 Php 19,360.00

Php1,027,527.60 Php 36,697.41

Php 5,500.00 Php 5,500.00 Php 1,482,892.40



GANTT CHARTPROJECT : PROPOSED 50.00 LN. MTRS. GABION WALLLocation : Intake Watershed, Canucutan Pasonanca, Zamboanga CityProject Cost : Php 1,482,892.40 Project Duration : THIRTY TWO (32) Calendar DaysManpower Requirements :

Work Item Amounts


32

NON-ENGINEERING BASIC ITEMSSUPERVISION PhP 18,444.80 1.24%


I. MOBILIZATION PhP 5,500.00 0.37%II. HAULING OF MATERIALS PhP 425,920.00 28.72%III. CONSTRUCTION/ INSTALLATION/ LAYING OF GABION WALL PhP 1,027,527.60 69.29%V. DEMOBILIZATION PhP 5,500.00 0.37%

TOTAL PROJECT COST ### 100%

CASH OUTLAY REQUIREMENT Php1,482,892.40



Prepared by: Reviewed & Checked by: Submitted by: Approved by:

FELIXBERTO R. CAARE, JR. RMP ERLYN J-F. GODINEZ MARLI P. ACOSTA-DE FIESTA EFREN C. SALVACION

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

Planning & Design Division Planning & Design Division Planning & Design Division Engineering Department

RecommendingProject Implementation: Approved for Project Implementation:

ARNULFO A. ALFONSO LEONARDO REY D. VASQUEZDepartment Manager General ManagerMaintenance Department

18 Manpower (1-Engineering Assistant, 2 -Carpenters, & 15 -Laborers)

% Perfected

gabion wall @ intake

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