Tolosa Grnd. Tank

8/11/2019 Tolosa Grnd. Tank

1/27

1. Concreting of Plain Flooring 2 men pour 1.2

2. 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 finishes6. Plastering of CHB 2 men plaster

7. Laying of CHB 2 men lay 100

8. Breaking old RC Flooring 2 men break 0.3

9. Laying of glazed tile 4"x4" 2 men lay 100

10. Laying of glazed tile 6"x6" 2 men lay 72

11. Installation of Water Closet 2 men install 1

12. Installation of Lavatory 2 men install 1

13. Installation of G.I. Sheets 32"x8" on Steel Frames 2 men install 11

14. Installation of G.I. Sheets 32"x8" on Wooden Frames 2 men install 20

15. Installation of G.I. Sheets 32"x12" on Steel Frames 2 men install 10

16. Installation of G.I. Sheets 32"x12" on Wooden Frames 2 men install 15

17. Fabricating and Installation of Gutter Downspout, Ridge roll 2 men fab. Install18. Installation of G.I. Pipe 1/2 x 20" 2 men install 20

19. Installation of Doors and Window Jamp 1 men install 3

20. Installation of Door (Complete of Hinges and Knob) 1 men install 2

21. Fabrication of Doors (Excluding Planning of Frames) 1 men make 3

22. Planning Rough Lumber (Including Allignment) 1 man Plane 48

23. Planning Rough Lumber (No Allignment) 1 man Plane 120

24. Installation of Plywood Board 2 men install 15

25. Installation of Wooden Post 2 men install 96

26. Installation of Wood Jalousies Windows 1 men install 18.75

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.

Labor EstimateActivities

CONSTRUCTION WORK CAPACITIES IN M


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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

Carpenter Laborer

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 2.028. 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

Erect Dismantle Total Erect

1 to 2 Section Long 1.20 0.35 1.55 1.40

3 to 5 Section Long 0.75 0.5 1.25 0.85

6 section or more long 0.65 0.35 1.00 0.75

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.

Dism

1.

0.

0.

UNIT MANHOURS ITEM OF WORK

MANHOURS

Total

1 or 2 Section High More than


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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.

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 dayFinishing 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

6 mm 0.222 0.2827 1.332 1.665 1.998

10 mm 0.616 0.7854 3.696 4.62 5.544

12 mm 0.887 1.131 5.322 6.6525 7.983

16 mm 1.577 2.011 9.462 11.8275 14.193

20 mm 2.463 3.142 14.778 18.4725 22.167

25 mm 3.848 4.919 23.088 28.86 34.632

28 mm 4.827 6.1575 28.962 36.2025 43.443

32 mm 6.305 8.0425 37.83 47.2875 56.745

36 mm 7.98 10.179 47.88 59.85 71.82

FORMULAS TO FIND APPROXIMATE NUMBER OF NAILS REQUIRED

83.79 95.

50.6835 57.

66.2025 75.

25.8615 29.

40.404 46.

9.3135 10.

16.5585 18.

2.331 2.6

6.468 7.3

MISCELLANEOUS LABOR OUTPUT

PHILIPPINE STANDARD WEIGHT OF REINFORCING BARSNominal

diameter

Unit Wt.

kg./meter

Nominal

sectional

6.00m

kilograms

7.50m

kilograms

9.00m

kilograms

10.50m kilograms 12.00m kilo


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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

BF = total board feet to be nailed


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cu.m. concrete/day

cu.m. conc./day

cu.m. conc./day

72 sq.m./day

420 pcs./day8 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

88.88889

AN HOURS


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Total

2.40

1.45

1.15

antle

0

0

0

Sec. High


7/27

76

24

66

56

176

44

24

64

92

grams


8/27


9/27

Project: PROPOSED CAHUMBAN SOURCE DEVELOPMENT PROJECT (CONCRETE GROUND TANK)Location: Cahumban, Brgy. Tolosa, Zamboanga City

Project Description:

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

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

Sta. 7+375 (ZCWD Annex).

Scope of Works:

Non - Engineering Basic Cost

A. ECC Requirements

B. Supervision

C. Construction of Temp. Facilities

D. Construction Safety and Health

Engineering Basic Cost

I. Clearing Grubbing Works

II. Final Staking/Lay-outing/Line and Grade

III. Hauling of Materials

IV. Pipelaying Works

1. Laying of 4,500 Linear Meters - 150mm. G.I. Pipe w/ Concrete Pipe Support 2. Laying of 2,875 Linear Meters - 150mm. 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 Works

V. Construction of 8.60 Linear Meters Creek Crossing

VI. Installation of 2-Units Fire Hydrant and Concrete Barricade

VII. 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. PVC Pipe, Class 150

-Installation of 4-Units Air-release w/ Steel Encasement, tap at 150mm. G.I. Pipe

VIII. Installation of Blow - Off

-Installation of 2-Units Blow-off, tap at 150mm. PVC Pipe, Class 150

-Installation of 1-Unit Blow-off, tap at 150mm. G.I. Pipe

IX. Demobilization

Cost of Project: #REF!

ITEM

NO.UNIT QTY. UNIT COST

A.

1 Engineering Assistant days 110 524.

DIRECT COST

INDIRECT COST

OCMTOTAL COST FOR ITEM A

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

A. Materials:

26 pcs. - 2" x 4" x 10' Coco Lumber bd.ft. 173 22.



12mm thk x 1.20m x 2.40m Ordinary Plywood shts. 18 800.

Gauge 26 x 1.80m Length Corrugated G.I. Roofing Sheets shts. 18 243.

Gauge 26 x 1.20m x 2.40m G.I. Plain Sheet sht. 1 468.

2" C.W. Nail kgs. 2 60.

3" C.W. Nail kg. 1 60.

4" C.W. Nail kgs. 2 59.

60mm Brass Padlock pc. 1 968.3-1/2" Loose Pin Hinges pairs 3 85.

1/8" G.I. Chain (1Kg. Equal to 2mtrs.) kg. 1 160.

2" C W Umbrella Roofing Nails kgs 2 85

NON - ENGINEERING BASIC COST

SUPERVISION

Republic of the Philippines

ZAMBOANGA CITY WATER DISTRICT

Pilar Street, Zamboanga City

D E S C R I P T I O N


10/27

INDIRECT COST

OCM

TOTAL COST FOR ITEM B


11/27

I.

A. Equipment Rental:

2 - Units Mini Dumptruck (w/ fuel & driver) days 1 8,816.0

DIRECT COST

INDIRECT COST

OCM

TOTAL COST FOR ITEM I.1.

A. Equipment Rental:

2 - Units Mini Dumptruck (w/ fuel & driver) days 80 8,816.0

B. Labor:

4 - Laborers days 80 317.0

DIRECT COST

INDIRECT COST

OCM

TOTAL COST FOR ITEM I.2.

II.

A. Materials:

14pcs. - 2" x 3" x 10' Coco Lumber bd.ft. 70 22.0

18pcs. - 2" x 4" x 8' Coco Lumber bd.ft. 96 22.0

4" C.W. Nail kgs. 3 59.0

#100 Nylon Chord roll 1 92.0

Labor:


2 - Carpenters days 4 366.0

DIRECT COST

INDIRECT COST

OCMTOTAL COST FOR ITEM II.

III. EARTH WORKS

1. Excavation Works cu.m. 164.78

A. Labor:


DIRECT COST

INDIRECT COST

OCM

TOTAL COST FOR ITEM III.

IV. STRUCTURAL CONCRETE cu.m. 65.40

A. Materials:

5mm. thk. x 203mm. Ribbed Type w/ Centerbulb Rubber Waterstop ln.m. 90 380.0

Portland Cement bags 639 270.0

Washed Sand cu.m. 36 1,000.0

Gravel (G-1) cu.m. 45 1,200.0

B. Labor:


2 - Masons days 40 366.0

2 - Steelman days 40 366.0

2 - Carpenters days 40 366.0

1 - Pipefitter days 40 341.0

1 - Welder days 40 366.0

1 - Painter days 40 366.0

C. Equipment Rental:

ENGINEERING BASIC COST

MOBILIZATION

1. Mobilization of Manpower

FINAL STAKING/LINE AND GRADE

2. Hauling of Materials


12/27

OCM

TOTAL COST FOR ITEM IV.

V. REINFORCING STEEL

A. Materials:

25mm. x 6.00m. Def. Reinforcing Steel Bars pcs. 210 1,045.0

20mm. x 7.50m. Def. Reinforcing Steel Bars pcs. 6 853.0




10mm. x 6.00m. Def. Reinforcing Steel Bars pcs. 76 166.0Hacksaw Blade pcs. 8 75.0

#16 G.I. Tie-wire kgs. 93 75.0


13/27

B. Labor:

4 - Steelman days 51 366.

4 - Laborers days 51 317.


1 - Unit Bar Cutter days 58 300.

DIRECT COST

INDIRECT COST

OCMTOTAL COST FOR ITEM V.

VI. FORMS & SCAFOLLDING WORKS

A. Materials:

12mm. thk x 1.20m. x 2.40m. Ordinary Plywood shts. 40 800.

168pcs. - 2" x 3" x 10' Coco Lumber bd.ft. 840 22.

102pcs. - 2" x 3" x 8' Coco Lumber bd.ft. 408 22.

142pcs. - 2" x 4" x 12' Coco Lumber bd.ft. 1,136 22.

2" C.W. Nail kgs. 17 60.

4" C.W. Nail kgs. 46 59.

B. Labor:

2 - Carpenters days 35 366.


DIRECT COST

INDIRECT COST

OCM

TOTAL COST FOR ITEM VI.

VII. SAND BEDDING INSTALLATION

A. Materials:

Washed Sand cu.m. 34 1,000.

B. Labor:

1 - Operator days 2 366.



1 - Unit Tamper Rammer (w/ fuel, w/o operator) days 2 1,290.

DIRECT COST

INDIRECT COST

OCM

TOTAL COST FOR ITEM VI.

VIII. INSTALLATION OF UNDER DRAIN PIPE

A. Materials:

100mm. x 6.00m. PVC Pipe, Class 150, B/S, w/ R.R. pcs. 3 2,482.

100mm. x 90oLong Sweep PVC Elbow, Class 150, B/S, w/ R.R. pc. 1 131.

100mm. C.I. Mechanical End Cap pcs. 2 1,380.100mm. x 100mm. C.I. Tee, M/M pc. 1 3,900.

24" Geotextile Filter Fabric ln.ft. 60 200.

B. Labor:

1 - Pipefitter day 1 341.

2 - Laborers day 1 317.

DIRECT COST

INDIRECT COST

OCM

TOTAL COST FOR ITEM VIII

IX.

A. Materials:

Portland Cement bags 18 270.

Washed Sand cu.m. 1.25 1,000.

CONSTRUCTION OF CHLORINE ROOM


14/27


15/27


1 - Unit Generator Set (w/ fuel) days 6 3,440.

1 - Unit Angular Grinder days 6 300.

DIRECT COST

INDIRECT COST

OCM

TOTAL COST FOR ITEM X.

XI. sq.m. 66A. Materials:

Bituminous Membrane Polyster Reinforced Waterproofing w/ sq.m. 66

12.5mm. Thk. Plaster Finished

DIRECT COST

INDIRECT COST

OCM

TOTAL COST FOR ITEM XI.

XII. ln.mtrs. 85

A. Materials:

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

100mm. x 45oPVC Bend, Class 150, B/S, w/ R.R. pcs. 6

150mm. x 45o

PVC Bend, Class 150, B/S, w/ R.R. pcs. 2150mm. x 100mm. PVC Reducer, Class 150, B/S, w/ R.R. pcs. 2

100mm. C.I. Sleeve Type Flexible Coupling, Std. (PVC) pcs. 2

100mm. C.I. Sleeve Type Flexible Coupling, Std. (C.I.-PVC) pcs. 2

150mm. C.I. Sleeve Type Flexible Coupling, Std. (PVC) pcs. 1

100mm. C.I. Adaptor, F/P pcs. 2

100mm. 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.

x 75mm. Hex. Head Stainless Bolts w/ Nut & Washers

150mm. C.I. Valve Box Cover pc. 1

Plain Margarine kg. 1

6mm. Thk. Rubber Gasket kgs. 4

Thrust Block

Portland 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

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

100mm. Flowmeter, F/F, w/ Complete Accessories pc. 1

100mm. C.I. Adaptor, F/P pc. 1

100mm. C.I. Sleeve Type Flexible Coupling, Spl. (C.I.-G.I.) pc. 1

100mm. C.I. Sleeve Type Flexible Coupling, Spl. (G.I.-PVC) pc. 1

100mm. 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 E

100mm. Steel Ring Flange in accordance w/ AWWA C207 Class E pcs. 10100mm. C.I. Body Gate Valve, PN16, NRS, M/M pc. 1

150mm. C.I. Valve Box Cover pcs. 3

100mm. x 100mm. C.I. Tee, F/F pc. 1

6mm. Thk Rubber Gasket kgs. 24

16mm. 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. x 175mm. Stainless Bolt w/ Nut & Washers (Full Threaded) pcs. 4

100mm. x 6.00m. G.I. Pipe, ASTM A53-90A Heavy Gauge pcs. 3

100mm. x 90oG.I. Elbow (ANSI B16.3, Class 150 Std.) pcs. 2

12mm. x 6.00m. Def. Reinforcing Steel Bars pc. 1

100mm. 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

SUPPLY/ INSTALLATION OF WATERPROOFING

PIPELAYING WORKS


16/27

1 - Pipefitter days 6

1 - Welder days 6

4 - Laborers days 6

15. PAINTING WORKS(Ground Reservoir Exterior Wall) sq.m. 51.30

A. Materials:

Concrete Neutralizer gals. 2Acrylic 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

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


A. ECC REQUIREMENTS

B. SUPERVISION

C. CONSTRUCTION OF TEMP. FACILITIES

D. CONSTRUCTION SAFETY AND HEALTH


I. CLEARING AND GRUBBING WORKSII. FINAL STAKING/LAY-OUTING/LINE AND GRADE

III. HAULING OF MATERIALS

IV. PIPELAYING WORKS

1. LAYING OF 150mm. G.I. PIPE W/ PIPE SUPPORT

2. LAYING OF 150mm. PVC PIPE W/ PARTIAL BACKFILLING

3. VALVES AND FITTINGS

4. HYDROTESTING AND DISINFECTION WORKS

5. FINAL BACKFILLING AND COMPACTION WORKS

V. CREEK CROSSING

VI. INSTALLATION OF FIRE HYDRANT AND CONCRETE BARRICADE

VII. INSTALLATION OF AIR-RELEASE W/ STEEL PROTECTION AND

BARRICADE

VIII. INSTALLATION OF BLOW - OFF

IX. PAINTING WORKSX. DEMOBILIZATION

TOTAL PROJECT COST

Prepared by: Reviewed & Checked by: Submitted by:

FELIXBERTO R. CAARE, JR. MARIE CLAIRE C. BONGO MARLI ACOSTA - DE FIESTA

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

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

Approved by: Recommending Project Implementation: Approved for Project Implement

#R

#R

#R

#R

Php426,450.

#R

#R

#R

#RPhp0.

#R

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#RE

#R

Php57,640.

Php38,039.

#R

#R

#R

S U M M A R Y


17/27

GANTT CHART

PROJECT : PROPOSED CAHUMBAN SOURCE DEVELOPMENT PROJECT (

Location : Cahumban, Brgy. Tolosa, Zamboanga CityProject Cost :

Project Duration : ONE HUNDRED TEN (110) CALENDAR DAYS

Manpower Requirements : Manpower (-Engineering Assistant, -Pipefitters, -Steelmans, -Carpenters,


A. ECC REQUIREMENTS

B. SUPERVISION

C. CONSTRUCTION OF TEMP. FACILITIES

D. CONSTRUCTION SAFETY AND HEALTH


I. CLEARING AND GRUBBING WORKS

II. FINAL STAKING/ LAY-OUTING/ LINE AND GRADE

III. HAULING OF MATERIALS

IV. PIPELAYING WORKS

1. LAYING OF 150MM. G.I. PIPE W/ PIPE SUPPORT

2. LAYING OF 150MM. PVC PIPE W/ PARTIAL BACKFILLING

3. VALVES AND FITTINGS/ INTERCONNECTION WORKS

4. HYDROTESTING AND DISINFECTION WORKS

5. FINAL BACKFILLING AND COMPACTION WORKS6. CONCRETE CUTTING AND BREAKING

7. CONCRETE RESTORATION

V. CREEK CROSSING

VI. INSTALLATION OF FIRE HYDRANT AND CONCRETE BARRICADE

VII. INSTALLATION OF AIR-RELEASE W/ STEEL PROTECTION AND BARRICADE

VIII. INSTALLATION OF BLOW - OFF

IX. PAINTING WORKS

X. CONSTRUCTION OF INTAKE STRUCTURE

XI. DEMOBILIZATION

VAT (12%)

TOTAL PROJECT COST

CASH OUTLAY REQUIREMENT

TARGETED COMPLETION THIS PERIOD

COMMULATIVE COMPLETION TO DATE

Prepared by: Reviewed & Checked by:

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W O R K I T E M S A M O U N T S


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19/27

ONCRETE GROUND TANK)

-Masons, -Painters, -Welder, & -Laborers)

%

P E R F E C T E D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22

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Submitted by: Approved by: Recom


20/27

MARLI P. ACOSTA-DE FIESTA EFREN C. SALVACION ARNUL

Officer-In-Charge Officer-In-Charge Depart

Planning & Design Division Engineering Department Mainten

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ending Project Implementation: Approved for Project Implementation:

Republic of the Philippines

ZAMBOANGA CITY WATER DISTRICT

Pilar St., Zamboanga City


22/27

O A. ALFONSO LEONARDO REY D. VASQUEZ

ent Manager C General Manager A

nce Department

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Documents

Tolosa Grnd. Tank