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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
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
Page 2 of 90
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 DIRECT COSTOVERHEAD EXPENSES 670.00 PHYSICAL CONTINGENCIES 536.00 MISCELLANEOUS EXPENSES 134.00
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
Page 3 of 90
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
MISCELLANEOUS EXPENSES 95.00
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:
Page 4 of 90
1 - Carpenter 3 days 366.00 1,098.00
1 - Laborer 3 days 317.00 951.00
TOTAL DIRECT COST
OVERHEAD EXPENSES 791.00
PHYSICAL CONTINGENCIES 633.00
MISCELLANEOUS EXPENSES 158.00
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 DIRECT COSTOVERHEAD EXPENSES 758.00 PHYSICAL CONTINGENCIES 607.00 MISCELLANEOUS EXPENSES 152.00
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
Page 5 of 90
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 DIRECT COSTOVERHEAD EXPENSES 770.00 PHYSICAL CONTINGENCIES 616.00 MISCELLANEOUS EXPENSES 154.00
TOTAL COST OF ITEM XIII
Complete Accessories
(Mahogany or Equivalent Hard Wood)
(7 Blades)
Page 6 of 90
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
Page 7 of 90
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
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
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
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
MISCELLANEOUS LABOR OUTPUT
PHILIPPINE STANDARD WEIGHT OF REINFORCING BARS12.00m kilograms
2.6647.392
10.64418.92429.55646.17657.92475.6695.76
Page 23 of 90 Price Database as of September, 2012
Republic of the PhilippinesZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City
Project :Location :Scope of Work:
NON-ENGINEERING BASIC ITEMSSUPERVISION
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
BILL OF MATERIALS & COST ESTIMATES
Item Description Qty. Unit Unit Cost Amount
NON-ENGINEERING BASIC ITEMSSUPERVISION
1 - Engineering Assistant 8 days 524.00 4,192.00 TOTAL DIRECT COST
OVERHEAD EXPENSES 210.00 PHYSICAL CONTINGENCIES 168.00 MISCELLANEOUS EXPENSES 42.00
TOTAL COST OF SUPERVISION
ENGINEERING BASIC ITEMS
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 DIRECT COSTOVERHEAD EXPENSES 94.00 PHYSICAL CONTINGENCIES 75.00 MISCELLANEOUS EXPENSES 19.00
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 DIRECT COSTOVERHEAD EXPENSES 133.00 PHYSICAL CONTINGENCIES 107.00 MISCELLANEOUS EXPENSES 27.00
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)
Page 24 of 90 Price Database as of September, 2012
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
Page 25 of 90 Price Database as of September, 2012
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
OVERHEAD EXPENSES 293.00 PHYSICAL CONTINGENCIES 117.00 MISCELLANEOUS EXPENSES 29.00
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
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
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
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 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
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% ########################################################################
ENGINEERING BASIC ITEMS
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%
CASH OUTLAY REQUIREMENT 339,960.00
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 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
Republic of the PhilippinesZAMBOANGA CITY WATER DISTRICT
Pilar St., Zamboanga City
C A L E N D A R D A Y S28 29 30
339,960.00
100.00%
100.00%
Approved for Project Implementation:
LEONARDO REY D. VASQUEZ
Republic of the PhilippinesZAMBOANGA CITY WATER DISTRICT
Pilar St., Zamboanga City
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%
CASH OUTLAY REQUIREMENT 40,086.00
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 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)
Page 35 of 90
Republic of the PhilippinesZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City
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)
Page 36 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.
Page 37 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
Page 38 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
Page 39 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
Portland Cement bags 18 235.00 Washed Sand cu.m. 1 1,000.00 Gravel (G-1) cu.m. 2 1,000.00
7. CONCRETE STAIRScu.m. 3.98
Portland Cement bags 40 235.00 Washed Sand cu.m. 2 1,000.00 Gravel (G-1) cu.m. 4 1,000.00
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
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)
Page 44 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
Page 45 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
Page 46 of 90
Republic of the PhilippinesZAMBOANGA CITY WATER DISTRICT
Pilar Street, Zamboanga City
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
Page 48 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
Page 50 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
Page 52 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
Page 54 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
Page 56 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
Republic of the PhilippinesZAMBOANGA CITY WATER DISTRICT
Pilar St., Zamboanga City
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 :
Work Item Amounts % PerfectedC A L E N D A R D A Y S
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!
RecommendingPrepared by: Reviewed & Checked by: Approved by: Project Implementation: Approved for Project Implementation:
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)
Republic of the PhilippinesZAMBOANGA CITY WATER DISTRICT
Pilar St., Zamboanga City
C A L E N D A R D A Y S63
0.00
#DIV/0!
#DIV/0!
Republic of the PhilippinesZAMBOANGA CITY WATER DISTRICT
Pilar St., Zamboanga City
GANTT CHARTPROJECT : PROPOSED STA. MARIA PIPELINE REPLACEMENTLocation : Along EAAB, Sta. Maria Road, Brgy. Sta. Maria, Zamboanga CityProject Cost : Php 4,829,032.49 Project Duration :Manpower Requirements :
Work Item Amounts
C A L E N D A R D A Y S
29 58 87
NON-ENGINEERING BASIC ITEMS A. Supervision PhP 47,185.15 0.98% #########################################################################################################################################################################################################
B. Securing Permit
1. Excavation Permit (City) PhP 13,364.74 0.28% ###############
2. ECC Application PhP 18,681.60 0.39% ############################################################
3. Supervision Fee (DPWH) PhP 13,342.75 0.28% ###############
ENGINEERING BASIC ITEMS
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
1. Asphalt/ Concrete Cutting & Breaking 1.1. Asphalt/ Concrete Cutting PhP 15,787.20 0.33% ########################### 1.2. Asphalt/ Concrete Breaking PhP 97,152.00 2.01% ########################2. Laying of 250mm.Ø & 200mm.Ø PVC Pipe, Class 150, PhP 2,983,102.08 61.77% ############################################################ Partial Backfilling & Sand Bedding3. Hydro-testing & Disinfection Works PhP 41,283.65 0.85% #########4. Interconnection Works PhP 252,834.62 5.24% ############5. Final Backfilling & Compaction Works PhP 271,676.16 5.63% ##################
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%
CASH OUTLAY REQUIREMENT Php200,436.27 Php3,281,337.90 1,347,258.32
TARGETED COMPLETION THIS PERIOD 4.15% 67.95% 27.90%
COMMULATIVE COMPLETION TO DATE 4.15% 72.10% 100.00%
RecommendingPrepared by: Reviewed & Checked by: Approved by: Project Implementation: Approved for Project Implementation:
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
EIGHTY - SEVEN (87) Calendar Days16 Manpower (1-Engineering Assistant, 1-Mason/Steelman, 1-Pipefitter, 1-Welder & 12-Laborers)
% Perfected
60/90 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
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!
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.
IV. STRUCTURAL CONCRETE cu.m. 65.40 A. Materials:
Portland Cement bags 639 270.00 Washed Sand cu.m. 36 1,000.00 Gravel (G-1) cu.m. 45 1,200.00
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
63/90 Pricelist Database as of May, 2013Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012)
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
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
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:
Portland Cement bags 639 270.00 Washed Sand cu.m. 36 1,000.00 Gravel (G-1) cu.m. 45 1,200.00
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
66/90 Pricelist Database as of May, 2013Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012)
#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.
67/90 Pricelist Database as of May, 2013Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012)
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.)
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
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
70/90 Pricelist Database as of May, 2013Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012)
71/90 Pricelist Database as of May, 2013Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012)
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
72/90 Pricelist Database as of May, 2013Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012)
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
73/90 Pricelist Database as of May, 2013Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012)
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
74/90 Pricelist Database as of May, 2013Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012)
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
75/90 Pricelist Database as of May, 2013Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012)
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
76/90 Pricelist Database as of May, 2013Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012)
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:
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
ITEM NO.
Excavation Permit (City)
Supervision Fee (DPWH, 1.50% of Concrete/Asphalt Cutting & Breaking + Concrete/Asphalt Restoration Concrete/Asphalt Cutting & Breaking/Concrete Restoration
Note : Hauling of materials from Pasonanca Motorpool to Project Site
79/90 Pricelist Database as of June, 2013Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012
4 - Laborers days 4 317.00 5,072.00 5,072.00
DIRECT COST 212,256.00
III. PATH HOLING WORKSA. Labor:1 - Pipefitter days 3 341.00 1,023.00 2 - Laborers days 3 317.00 1,902.00
2,925.00
80/90 Pricelist Database as of June, 2013Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012
B. Equipment Rental:1 - Unit Concrete Cutter (w/ fuel & operator) day 1 1,758.00 1,758.00 1 - Unit Jackhammer w/ Compressor (w/ fuel & operator) day 1 10,406.00 10,406.00
12,164.00
DIRECT COST 15,089.00
IV. 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
V. PIPELAYING WORKSQUANTITY = 80.40 LN.MTRS. 80.40
1. ASPHALT/ CONCRETE CUTTING & BREAKING ln.mtrs. 216.40 1.1. Asphalt/ Concrete Cutting
A. Labor:2 - Laborers days 9 317.00 5,487.90
5,487.90 B. Equipment Rental:1 - Unit Concrete Cutter (w/ fuel, w/o operator) days 9 1,758.00 15,217.25
15,217.25 1.2. Asphalt/ Concrete Breaking
2 - Laborers days 14 317.00 9,146.51 9,146.51
B. Equipment Rental:1 - Unit Jackhammer w/ Compressor (w/ fuel & operator) days 14 10,406.00 150,123.89
150,123.89
DIRECT COST 179,975.55
2. ln.mtrs. 330.00 BACKFILLING & SAND ENVELOP/SAND BEDDING
A. Materials: 250mm.Ø x 6.00m. PVC Pipe, Class 150, B/S, w/ R.R. pcs. 55 16,887.00 928,785.00 200mm.Ø x 6.00m. PVC Pipe, Class 150, B/S, w/ R.R. pcs. 55 8,837.00 486,035.00 200mm.Ø x 45° PVC Bend, Class 150, B/S, w/ R.R. pcs. 5 4,352.00 21,760.00 250mm.Ø x 45° PVC Bend, Class 150, B/S, w/ R.R. pcs. 5 5,440.00 27,200.00 200mm.Ø x 22.5° PVC Bend, Class 150, B/S, w/ R.R. pc. 1 5,162.00 5,162.00 250mm.Ø x 22.5° PVC Bend, Class 150, B/S, w/ R.R. pc. 1 6,452.00 6,452.00 Plain Margarine kgs. 6 85.00 510.00 Sand Envelop/Sand Bedding:Sand cu.m. 238 1,260.00 299,880.00 Thrust Block:Portland Cement bags 2 263.00 526.00 Washed Sand bags 4 53.00 212.00 Gravel (G-1) bags 6 53.00 318.00
1,776,840.00
B. Labor:1 - Pipefitter days 30 341.00 10,230.00 1 - Mason/Steelman days 30 366.00 10,980.00
12 - Laborers days 30 317.00 114,120.00 135,330.00
C. Equipment Rental:1 - Unit Backhoe (w/ fuel & operator) days 25 12,296.00 307,400.00
307,400.00
DIRECT COST 2,219,570.00
3. HYDRO-TESTING & DISINFECTION WORKS ln.mtrs. 660.00 A. Materials:
250mm.Ø x 19mm.Ø C.I. Saddle Clamp w/ Stainless Bolts, Nut & Washer pcs. 2 986.00 1,972.00 w/ Rubber200mm.Ø x 19mm.Ø C.I. Saddle Clamp w/ Stainless Bolts, Nut & Washer pcs. 2 789.00 1,578.00 w/ Rubber19mm.Ø Brass Corporation Cock pcs. 2 518.00 1,036.00 19mm.Ø G.I. End Plug, ANSI B16.3 Class 150 - Standard pcs. 4 16.00 64.00 250mm.Ø C.I. Mechanical End Cap pcs. 2 3,450.00 6,900.00 200mm.Ø C.I. Mechanical End Cap pcs. 2 2,760.00 5,520.00 19mm.Ø P.E. Pipe Tubing, SDR-11 ln.m. 20 47.00 940.00 Potable Water cu.m. 80 54.00 4,320.00 Chlorine Granules kgs. 2 250.00 500.00
LAYING OF 200mm.Ø & 250mm.Ø PVC PIPE, CLASS 150 w/ PARTIAL
81/90 Pricelist Database as of June, 2013Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012
19mm. Teflon Tape rolls 2 30.00 60.00 22,890.00
B. Labor:1 - Pipefitter days 3 341.00 1,023.00 4 - Laborers days 3 317.00 3,804.00
4,827.00 C. Equipment Rental:1 - Unit Hydrotesting Machine (w/ fuel) days 3 1,000.00 3,000.00
3,000.00
DIRECT COST 30,717.00
82/90 Pricelist Database as of June, 2013Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012
4. INTERCONNECTION WORKSA. Materials:
250mm.Ø C.I. Sleeve Type Flexible Coupling, Spl. (PVC - C.I.) pcs. 2 13,671.00 27,342.00 200mm.Ø C.I. Sleeve Type Flexible Coupling, Spl. (PVC - C.I.) pcs. 2 8,798.00 17,596.00 250mm.Ø C.I. Sleeve Type Flexible Coupling, Std. (PVC) pcs. 2 5,698.00 11,396.00 200mm.Ø C.I. Sleeve Type Flexible Coupling, Std. (PVC) pcs. 2 4,558.00 9,116.00
pc. 1 14,905.00 14,905.00 pc. 1 11,924.00 11,924.00 pc. 1 6,453.00 6,453.00
250mm.Ø x 11.25° PVC Bend, Class 150, B/S, w/ R.R. pcs. 2 19,305.00 38,610.00 200mm.Ø x 11.25° PVC Bend, Class 150, B/S, w/ R.R. pcs. 2 15,444.00 30,888.00 Portland Cement bags 6 263.00 1,578.00 Washed Sand bags 11 53.00 583.00 Gravel (G-1) bags 18 53.00 954.00
171,345.00 B. Labor:1 - Pipefitter days 4 341.00 1,364.00 1 - Welder days 4 366.00 1,464.00 6 - Laborers days 4 317.00 7,608.00
10,436.00
C. Equipment Rental:1 - Unit 5Hp. Water Pump (w/ fuel) days 4 1,085.00 4,340.00 1 - Unit A-Frame w/ Hoists days 4 500.00 2,000.00
6,340.00
DIRECT COST 188,121.00
5. FINAL BACKFILLING & COMPACTION WORKS cu.m. 252.00 A. Materials:
Item 201 (Aggregate Base Course) cu.m. 124 683.00 84,692.00 Item 200 (Aggregate Sub-Base Course) cu.m. 128 578.00 73,984.00
158,676.00
B. Labor:12 - Laborers days 6 317.00 22,824.00
22,824.00
C. Equipment Rental:2 - Units Tamper Rammer (w/ fuel; w/ operator) days 6 1,720.00 20,640.00
20,640.00
DIRECT COST 202,140.00
VI. CONCRETE RESTORATION WORKSQUANTITY = 18.12 CU.M. 18.12 Note: Concrete restoration of 68.00 linear meters concrete pavement for DPWH (width = 1.00m., thickness = 0.23m.) Concrete restoration of 12.40 linear meters concrete pavement for City (width = 1.00m., thickness = 0.20m.)
A. Materials:Portland Cement (Type 1P) bags 176 263.00 46,288.00 Washed Sand cu.m. 10 1,260.00 12,600.00 Gravel (311A) cu.m. 13 1,050.00 13,650.00 Hacksaw Blade pcs. 3 65.00 195.00 25mm.Ø x 6.00m. Def. Reinforcing Steel Bar, Grade 40 pcs. 23 1,260.00 28,980.00 Concrete Epoxy (Chemical Adhesive Bond) packs 161 746.00 120,106.00 Concrete addmix, Early Strength packs 176 35.00 6,160.00
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
Premium Gasoline (for Concrete Bagger Mixer only) liters 144 60.00 8,640.00 30,868.00
DIRECT COST 303,957.00
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
5,806.00
310 BITUMINOUS CONCRETE SURFACE COURSE (50mm. Thk.)
85/90 Pricelist Database as of June, 2013Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012
C. Equipment Rental:1 - Unit 5Hp. Water Pump (w/ fuel) days 2 1,085.00 2,170.00 1 - Unit A-Frame w/ Hoists unit 2 500.00 1,000.00
3,170.00
DIRECT COST 39,376.00
IX. DEMOBILIZATION lot 1 5,000.00 5,000.00 5,000.00
DIRECT COST 5,000.00
ATTACHMENT "A" APPROVED BUDGET FOR THE CONTRACT D.O. No. 29 S.2011
Project Name and Location
Stations : Sta. 0+000.00 - Sta. 0+330.00Length : 330.00 LN. MTRS. Contract Duration: 87 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 67 days Php 35,108.00 10% 10% 20% Php 7,021.60 Php 5,055.55 Php12,077.15 Php 47,185.15
B. Securing Permit
1. Excavation Permit (City) 1 lot Php 9,944.00 10% 10% 20% Php 1,988.80 Php 1,431.94 Php 3,420.74 Php 13,364.74
2. ECC Application 1 lot Php 13,900.00 10% 10% 20% Php 2,780.00 Php 2,001.60 Php 4,781.60 Php 18,681.60
3. Supervision Fee (DPWH) 1 lot Php 9,927.64 10% 10% 20% Php 1,985.53 Php 1,429.58 Php 3,415.11 Php 13,342.75
ENGINEERING BASIC COST
I. Mobilization 1 lot Php 5,000.00 10% 10% 20% Php 1,000.00 Php 720.00 Php 1,720.00 Php 6,720.00
II. Hauling of Materials 23 days Php 212,256.00 10% 10% 20% Php42,451.20 Php 30,564.86 Php73,016.06 Php 285,272.06
III. Path Holing Works 3 days Php 15,089.00 10% 10% 20% Php 3,017.80 Php 2,172.82 Php 5,190.62 Php 20,279.62
IV. Final Staking/ Line & Grade 1 day Php 975.00 10% 10% 20% Php 195.00 Php 140.40 Php 335.40 Php 1,310.40
V. Pipelaying Works
1. Asphalt/ Concrete Cutting & Breakin 80.4 ln.mtrs. Php 179,975.55 10% 10% 20% Php35,995.11 Php 25,916.48 Php61,911.59 Php 241,887.14
330 ln.mtrs. Php 2,219,570.00 10% 10% 20% ### Php 319,618.08 ### Php2,983,102.08
3. Hydro-testing & Disinfection Works 660 ln.mtrs. Php 30,717.00 10% 10% 20% Php 6,143.40 Php 4,423.25 Php10,566.65 Php 41,283.65
4. Interconnection Works 1 lot Php 188,121.00 10% 10% 20% Php37,624.20 Php 27,089.42 Php64,713.62 Php 252,834.62
5. Final Backfilling & Compaction Work 252 cu.m. Php 202,140.00 10% 10% 20% Php40,428.00 Php 29,108.16 Php69,536.16 Php 271,676.16
VI. Concrete Restoration Works 20.98 cu.m. Php 303,957.00 10% 10% 20% Php60,791.40 Php 43,769.81 ### Php 408,518.21
VII. Asphalt Restoration/ Asphalt Overlay 54 sq.m. Php 292,880.91
VIII. Decommission 2 days Php 39,376.00 10% 10% 20% Php 7,875.20 Php 5,670.14 Php13,545.34 Php 52,921.34
IX. Demobilization 1 lot Php 5,000.00 10% 10% 20% Php 1,000.00 Php 720.00 Php 1,720.00 Php 6,720.00
TOTAL Php 4,957,980.43 DATE PREPARED:
September 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
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
Item No./Description: 310 Bituminous Concrete Surface Course (50mm Thk)
Unit of Measurement: Sq.M.
Quantity: 54.00
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