Page 1 of 108 Republic of the Philippines ZAMBOANGA CITY WATER DISTRICT Pilar Street, Zamboanga City 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 : Php 368,379.00 BILL OF MATERIALS & COST ESTIMATES Item Description Qty. Unit Unit Cost NON-ENGINEERING BASIC ITEMS SUPERVISION 1 - Engineering Assistant 24 days 524.00 TOTAL DIRECT COST OVERHEAD EXPENSES PHYSICAL CONTINGENCIES MISCELLANEOUS EXPENSES TOTAL COST OF SUPERVISION ENGINEERING BASIC ITEMS I. MOBILIZATION 1 lot 5,000.00 TOTAL DIRECT COST OVERHEAD EXPENSES PHYSICAL CONTINGENCIES MISCELLANEOUS EXPENSES TOTAL COST OF ITEM I II. HAULING OF MATERIALS A. Labor: 2 - Laborers 3 days 317.00 B. Equipment Rental/Fuel: 1 - Unit Boom Truck 3 days 5,000.00 Diesel Fuel 150 liters 49.00 TOTAL DIRECT COST OVERHEAD EXPENSES PHYSICAL CONTINGENCIES MISCELLANEOUS EXPENSES TOTAL COST OF ITEM II III. LAYOUTING & EXCAVATION WORKS A. Materials: 15pcs. - 2" x 4" x 8' Coco Lumber 80 bd.ft. 20.00 #100 Nylon Chord (1kg./roll) 1 roll 110.00 4" C.W. Nail 1 kg. 72.00
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Page 1 of 90
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
NON-ENGINEERING BASIC ITEMSSUPERVISION
1 - Engineering Assistant 24 days 524.00 12,576.00 TOTAL DIRECT COST
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
Page 8 of 90
Republic of the PhilippinesZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City
BILL OF MATERIALS & COST ESTIMATES
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
Page 9 of 90
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
Page 10 of 90
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
Page 11 of 90
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
Page 12 of 90
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
Page 13 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
Page 14 of 90
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
Republic of the PhilippinesZAMBOANGA CITY WATER DISTRICT
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
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
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
B. Labor:1 - Mason/Steelman 1 day 366.00 366.00 1 - Laborer 1 day 341.00 341.00
TOTAL DIRECT COST
OVERHEAD EXPENSES 170.00
PHYSICAL CONTINGENCIES 68.00
MISCELLANEOUS EXPENSES 17.00
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 DIRECT COSTOVERHEAD EXPENSES 346.00 PHYSICAL CONTINGENCIES 277.00 MISCELLANEOUS EXPENSES 69.00
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 DIRECT COSTOVERHEAD EXPENSES 276.00 PHYSICAL CONTINGENCIES 221.00 MISCELLANEOUS EXPENSES 55.00
TOTAL COST OF ITEM VII
12mm.Ø x 90o ANSI B16.3 Class 150 Std. G.I. Elbow
Page 26 of 90 Price Database as of September, 2012
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
Page 27 of 90 Price Database as of September, 2012
Republic of the PhilippinesZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City
BILL OF MATERIALS & COST ESTIMATES
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
Page 28 of 90 Price Database as of September, 2012
3,560.00 10,320.00
1,548.00 11,868.00
Page 29 of 90 Price Database as of September, 2012
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
Page 30 of 90 Price Database as of September, 2012
S U M M A R Y
MARLI ACOSTA-DE FIESTA
Officer-In-Charge
Planning & Design Division
Republic of the PhilippinesZAMBOANGA CITY WATER DISTRICT
Pilar St., Zamboanga City
GANTT CHARTPROJECT : PROPOSED CONSTRUCTION OF COMFORT ROOM AT TAMIONLocation : Upper Tamion, Vitali, Zamboanga CityProject Cost : Php 339,960.00 Project Duration :Manpower Requirements :
Work Item Amounts % PerfectedC A L E N D A R D A Y S
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
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
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
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 =
Page 40 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
Page 41 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 =
Page 42 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
Page 43 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
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
I. Mobilization Works PhP 6,720.00 0.14% ### II. Hauling of Materials PhP 285,272.06 5.91% ##################################################################### III. Path Holing Works PhP 20,279.62 0.42% #########
IV. Final Staking/ Line & Grade PhP 1,310.40 0.03% ### V. Pipelaying Works
VI. Concrete Restoration Works PhP 408,518.21 8.46% ########################################## VII. Asphalt Restoration/ Asphalt Pavement Overlay PhP 292,880.91 6.07% ### VIII. Decommision Works PhP 52,921.34 1.10% ###
VI. Demobilization Works PhP 6,720.00 0.14% ###TOTAL PROJECT COST ### 100%
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
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!
D E S C R I P T I O N UNIT QTY. UNIT COST
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)
61/90 Pricelist Database as of May, 2013Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012)
62/90 Pricelist Database as of May, 2013Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012)
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.
64/90 Pricelist Database as of May, 2013Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012)
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.
65/90 Pricelist Database as of May, 2013Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012)
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
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.)
68/90 Pricelist Database as of May, 2013Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012)
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.
69/90 Pricelist Database as of May, 2013Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012)
Republic of the PhilippinesZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City
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
77/90 Pricelist Database as of May, 2013Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012)
MARLI ACOSTA - DE FIESTA
Approved for Project Implementation:
LEONARDO REY D. VASQUEZ
All sizes referred herein should mean commercially available measurements with tolerance of + 1mm.
78/90 Pricelist Database as of June, 2013Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012
Republic of the PhilippinesZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City
Project: PROPOSED STA. MARIA PIPELINE REPLACEMENTLocation: Along EAAB, Sta. Maria Road, Brgy. Sta. Maria, Zamboanga CityProject Description:
Scope of Works:Non - Engineering Basic Cost
A. SupervisionB. Securing Permit 1. Excavation Permit (City) 2. ECC Application a. Support Fund b. Application 3. Supervision Fee (DPWH)
Engineering Basic CostI. MobilizationII. Hauling of MaterialsIII. Path HolingIV. Final Staking/Lay-outing/Line and GradeV. Pipelaying Works
2. Hydrotesting and Disinfection Works of 660.00 Linear Meters Pipeline 3. Interconnection Works 4. Final Backfilling and Compaction WorksVI. Demobilization
Cost of Project:Php4,957,980.43
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 67 524.00 35,108.00 35,108.00
DIRECT COST 35,108.00
B. SECURING PERMIT 1. sq.m. 248.60 40.00 9,944.00
9,944.00
DIRECT COST 9,944.00 2. ECC Application
a. Support Fund lot 1 9,900.00 9,900.00 b. Processing Fee lot 1 4,000.00 4,000.00
13,900.00
DIRECT COST 13,900.00
3.
lot 1 7,258.99 7,258.99 Asphalt Restoration/Asphalt Pavement Overlay lot 1 2,668.65 2,668.65
9,927.64
DIRECT COST 9,927.64
ENGINEERING BASIC COSTI. MOBILIZATION lot 1 5,000.00 5,000.00
5,000.00
DIRECT COST 5,000.00
II. HAULING OF MATERIALS
A. Equipment Rental:1 - Cargo Truck (w/ fuel & driver) days 23 9,008.00 207,184.00
207,184.00 B. Labor:
Transfer of pipeline along the road and change the pipe material from 200mm.Ø CLCI and 250mm.Ø CLCI to 200mm.Ø PVC Pipe, Class 150 and 250mm.Ø PVC Pipe, Class 150
1. Laying of 330.00 Linear Meters - 200mm.Ø & 250mm.Ø PVC Pipe, Class 150, w/ Partial Backfilling and Sand Envelop
227,979.00 B. Labor:1 - Pipefitter days 10 341.00 3,410.00 1 - Mason/ Steelman days 10 366.00 3,660.00
12 - Laborers days 10 317.00 38,040.00 45,110.00
C. Equipment Rental:1 - Unit Concrete Bagger Mixer days 6 1,376.00 8,256.00 1 - Unit Concrete Vibrator (w/ fuel) days 6 1,792.00 10,752.00 1 - Unit Diamond Coring Tools days 2 1,610.00 3,220.00
VII. ASPHALT RESTORATION/ ASPHALT PAVEMENT OVERLAY1. 302 BITUMINOUS TACK COAT
QUANTITY = 0.04 MT 0 A. Materials:
Emulsified Asphalt (SS1) w/ 5% Waste, inclusive delivery on site M.T. 0.04 60,914.00 2,436.56 2,436.56
B. Labor:
250mm.Ø x 90o PVC Long Sweep Elbow, Class 150, B/S w/ R.R.200mm.Ø x 90o PVC Long Sweep Elbow, Class 150, B/S w/ R.R.250mm.Ø x 22.5o PVC Bend, Class 150, B/S w/ R.R.
83/90 Pricelist Database as of June, 2013Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012
1 - Construction Foreman days 0.05 558.00 27.90 4 - Laborers (Unskilled) days 0.05 312.24 62.45
90.35 C. Equipment (2009 ACEL Rate):1 - Asphalt Distributor days 0.05 7,488.00 374.40 1 - Power Boom days 0.05 1,040.00 52.00
426.40
84/90 Pricelist Database as of June, 2013Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012
Direct Cost 2,953.31 Overhead Contingencies & Miscellaneous (10% per D.O. 29 s 2011) 295.33
Contractor's Profit (CP) (10% per D.O. 29 s 2011) 295.33 Unit Cost for Item 302 88,000.00
Total Cost 88,000.00
2.QUANTITY = 54.00 Sq.m. 54
A. Materials:Bituminous Concrete Mix w/ 5% Waste, inclusive delivery to the site M.T. 6.80 8,587.00 58,391.60
58,391.60 B. Labor:1 - Project Engineer days 0.20 900.00 180.00 1 - Construction Foreman days 0.20 558.00 111.60 4 - Laborers (Skilled) days 0.20 404.80 323.84
20 - Laborers (Unskilled) days 0.20 312.24 1,248.96 1,864.40
C. Equipment (2009 ACEL Rate):1 - Service Vehicle days 0.20 2,000.00 400.00 2 - Dump Truck days 0.20 9,016.00 3,606.40 1 - Asphalt Paver days 0.20 14,664.00 2,932.80 1 - Pnuematic Tire Roller days 0.20 4,424.00 884.80 1 - Tandem Roller days 0.20 13,216.00 2,643.20 1 - Water Tank (1000 gals.) days 0.20 8,520.00 1,704.00
12,171.20
Direct Cost 72,427.20 Overhead Contingencies & Miscellaneous (10% per D.O. 29 s 2011) 7,242.72
Contractor's Profit (CP) (10% per D.O. 29 s 2011) 7,242.72 Unit Cost for Item 310 1,665.00
Total Cost 89,910.00
Total Cost (1 + 2) 177,910.00
VIII. DECOMMISSION WORKSA. Materials:
250mm.Ø C.I. Sleeve Type Flexible Coupling, Spl. (PVC - C.I.) pc. 1 13,671.00 13,671.00 200mm.Ø C.I. Sleeve Type Flexible Coupling, Spl. (PVC - C.I.) pc. 1 8,798.00 8,798.00 250mm.Ø C.I. Mechanical End Cap pc. 1 4,406.00 4,406.00 200mm.Ø C.I. Mechanical End Cap pc. 1 3,525.00 3,525.00
30,400.00 B. Labor:1 - Pipefitter days 2 341.00 682.00 1 - Mason/Steelman days 2 366.00 732.00 6 - Laborers days 2 366.00 4,392.00
Approved by: Recommending Project Implementation: Approved for Project Implementation:
EFREN C. SALVACION ALNULFO A. ALFONSO LEONARDO REY D. VASQUEZ
PROPOSED STA. MARIA PIPELINE REPLACEMENT ALONG EAAB, BRGY. STA. MARIA, ZAMBOANGA CITY
2. Laying of 250mm.Ø & 200mm.Ø PVC Pipe, Class 150, w/ Partial Backfilling, w/ Sand Bedding
Officer - In - Charge Department Manager C General Manager A
Planning & Design Division Maintenance Department
ATTACHMENT "A" APPROVED BUDGET FOR THE CONTRACT D.O. No. 29 S.2011
87 Calendar Days
UNITCOST
(13)(12)/(3)
Php 704.26
Php 13,364.74
Php 18,681.60
Php 13,342.75
Php 6,720.00
Php 12,403.13
Php 6,759.87
Php 1,310.40
Php 3,008.55
Php 9,039.70
Php 62.55
Php252,834.62
Php 1,078.08
Php 19,471.79
Php 5,423.72
Php 26,460.67
Php 6,720.00
PROJECT NAME: PROPOSED ASPHALT RESTORATION AT GOV. CAMINS AVE. EXTENTION Along EAAB, Gov. Camins Ave. Extention, Zamboanga City
Item No./Description: 302 Bituminous Tack Coat Unit of Measurement: MT Quantity: 0.04
Designation No. of Persons No. of Days Daily Rate Amount A. Labor
a. Construction Foreman 1 0.30 558.00 167.40 b. Laborers (Unskilled) 4 0.30 312.24 374.69
Sub-total for A P 542.09 Name and Capacity No. of Equipment No. of Days Daily Rate Amount
B. Equipment. (2009 ACEL Rate) a. Asphalt Distributor 1 0.30 7,488.00 2,246.40 b. Power Broom 1 0.30 1,040.00 312.00
Sub-total for B P 2,558.40 C. Total (A+B) P 3,100.49 D. Output/day
Name and Specifications Quantity Unit Unit Cost Amount E. Materials
a. Emulsified Asphalt (SS1) 0.04 MT 60,914.00 2,436.56 w/ 5% Waste Inclusive delivery on site
Sub-total for E P 2,436.56 F. Direct Cost (C + E) 5,537.05 G. Overhead Contingencies and Miscellaneous 12% per D.O. 29 s 2011 664.45 H. Contractor's Profit (CP) 12% per D.O. 29 s 2011 664.45 I. Value Added Tax (VAT) 12% per D.O. 29 s 2011 823.91 J. Total Unit Cost P 192,246.31
Prepared By:
FELIXBERTO R. CAARE, JR., RMP Researcher/ Analyst A (J.O.) Planning and Design Division
PROJECT NAME: PROPOSED ASPHALT RESTORATION AT GOV. CAMINS AVE. EXTENTION Along EAAB, Gov. Camins Ave. Extention, Zamboanga City
Designation No. of Persons No. of Days Daily Rate Amount A. Labor
a. Project Engineer 1 0.20 900.00 180.00 b. Construction Foreman 1 0.20 558.00 111.60 c. Laborers (Skilled) 4 0.20 404.80 323.84 d. Laborers (Unskilled) 20 0.20 312.24 1,248.96
Sub-total for A P 1,864.40 Name and Capacity No. of Equipment No. of Days Daily Rate Amount
B. Equipment. (2009 ACEL Rate) a. Service Vehicle 1 0.20 2,000.00 400.00 b. Dump Truck 2 0.20 9,016.00 3,606.40 c. Asphalt Paver 1 0.20 14,664.00 2,932.80 d. Pnuematic Tire Roller 1 0.20 4,424.00 884.80 e. Tandem Roller 1 0.20 13,216.00 2,643.20 f. Water Tank (1000 gals) 1 0.20 8,520.00 1,704.00
Sub-total for B P 12,171.20 C. Total (A+B) P 14,035.60 D.
Name and Specifications Quantity Unit Unit Cost Amount E. Materials
a. Bituminous Concrete Mix 6.80 M.T. 8,587.00 58,425.95 w/ 5% wastage Inclusive delivery to the site
Sub-total for E P 58,425.95 F. Direct Cost (C + E) 72,461.55 G. Overhead Contingencies and Miscellaneous 12% per D.O. 29 s 2011 8,695.39 H. Contractor's Profit (CP) 12% per D.O. 29 s 2011 8,695.39 I. Value Added Tax (VAT) 12% per D.O. 29 s 2011 10,782.28 J. Total Unit Cost 1,863.60
Prepared By:
FELIXBERTO R. CAARE, JR., RMP Researcher/ Analyst A (J.O.) Planning and Design Division