Vitali Retng Wall (Dupa Format)

8/11/2019 Vitali Retng Wall (Dupa Format)

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Project : Proposed Construction of Concrete Retaining Wall at Tamion Production WellLocation : Lower Tamion, Vitali, Zamboanga City

Scope of Works : Construction of 30.00 Linear Meters of Concrete Retaining Wall

A. NON- ENGINEERING BASIC ITEMSA. SUPERVISIONB. CONSTRUCTION OF TEMPORARY FACILITIES

B. ENGINEERING BASIC ITEMSI. MOBILIZATION/HAULING OF MATERIALSII. DEMOLITION OF EXISTING 28.00 LINEAR METERS RIP-RAPIII. DIVERSION WORKSIV. EXCAVATION WORKS

V. LAY-OUTING WORKSVI. CONCRETING WORKSVII. FORMS & SCAFFOLDING WORKS

VIII. REBAR WORKSIX. DEMOBILIZATION/BACKFILL WORKS

Cost of Project :

Qty Unit Unit Cost Sub - Total Total

A. NON- ENGINEERING BASIC ITEMS

A. SUPERVISION1 - Engineering Assistant 100 days 542.00 54,200.00 54,200.00

Direct Cost 54,200.00OCM 5,438.00Total Cost of Item A 59,638.00

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

A. Materials26 pcs. - 2" x 4" x 10' Coco Lumber 173 bd.ft. 20.00 3,460.00

18 pcs. - 2" x 3" x 10' Coco Lumber 90 bd.ft. 20.00 1,800.0016 pcs. - 2" x 2" x 10' Coco Lumber 53 bd.ft. 20.00 1,060.00

* 12mm thk x 1.20m x 2.40m Ordinary Plywood 18 shts. 975.00 17,550.00

Gauge 26 x 1.80m Length Corrugated G.I. Roofing Sheets 18 shts. 221.00 3,978.00

Gauge 26 x 1.20m x 2.40m G.I. Plain Sheet 1 sht. 425.00 425.002" C.W. Nail 2 kgs. 65.00 130.003" C.W. Nail 1 kg. 70.00 70.004" C.W. Nail 2 kg. 70.00 140.00

Padlock (Big) 1 pc. 150.00 150.003-1/2" Loose Pin Hinges 3 pairs 45.00 135.001/8" G.I. Chain (1Kg. Equal to 2mtrs.) 1 kg. 163.00 163.002" C.W. Umbrella Roofing Nails 2 kgs. 92.00 184.00 29,245.00

B. Labor:

2 - Carpenters 6 days 366.00 4,392.00

4 - Laborers 6 days 317.00 7,608.00 12,000.0041,245.00

B. ENGINEERING BASIC ITEMSI. MOBILIZATION/HAULING OF MATERIALS

A. Equipment Rental

1 - Unit Boom Truck (w/Driver) 14 days 5,500.00 77,000.00Diesel Fuel 2,800 liters 49.00 137,200.00 214,200.00

B. Labor

4 - Laborers 14 days 317.00 17,752.00 17,752.00Direct Cost 231,952.00

OCM 23,808.00

Republic of the Philippines

ZAMBOANGA CITY WATER DISTRICTPilar Street, Zamboanga City

Php2,218,094.00

BILL OF MATERIALS AND COST ESTIMATE

Item Description

1/3Pricelist Database as of Feb. - March, 20

Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 201


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Total Cost of Item I 255,760.00

II. DEMOLITION OF EXISTING 28.00 LINEAR METERS RIP-RAP

A. Labor2 - Carpenters 12 days 366.00 8,784.00

4 - Masons 12 days 366.00 17,568.004 - Steelmans 12 days 366.00 17,568.00

12 - Laborers 12 days 317.00 45,648.00 89,568.00




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B. Equipment Rental/Fuel:

1 - Compressor w/ Jackhammer (w/ Operator) 12 days 8,000.00 96,000.00Diesel Fuel 96 ltrs. 49.00 4,704.00 100,704.00Direct Cost 190,272.00OCM 19,640.00Total Cost of Item II 209,912.00

III. DIVERSION WORKS

Note: Diversion the flow of water from river.

A. Labor:12 - Laborers 13 days 317.00 49,452.00 49,452.00

B. Equipment Rental/Fuel:

1 - Water Pump 12 days 500.00 6,000.00Premium Gasoline 48 liters 60.00 2,880.00 8,880.00Direct Cost 58,332.00OCM 6,446.00Total Cost of Item III 64,778.00

IV. EXCAVATION WORKS

Note: Excavation only for base foundation.

24 - Laborers 6 days 317.00 45,648.00 45,648.00Direct Cost 45,648.00OCM 4,565.00Total Cost of Item IV 50,213.00

V. LAY-OUTING WORKS

A. Labor:

2 - Carpenters 1 day 366.00 732.00 732.00Direct Cost 732.00OCM 73.00Total Cost of Item V 805.00

VI. CONCRETING WORKS

A. Materials:

Concrete 1,040.00Portland Cement 1,352.00 1,352 bags 260.00 351,520.00Washed Sand 57 cu.m. 1,000.00 57,000.00Gravel (G-1) 75 cu.m. 1,000.00 75,000.0075mm x 3.00m PVC Pipe, Series 1,000 8 pcs. 563.00 4,504.00 488,024.00

B. Labor:

2 - Carpenters 27 days 366.00 19,764.004 - Masons 27 days 366.00 39,528.004 - Steelmans 27 days 366.00 39,528.00

12 - Laborers 27 days 317.00 102,708.00 201,528.00

C. Equipment Rental/Fuel:

1 - Unit Concrete Bagger Mixer 27 days 1,500.00 40,500.001 - Concrete Vibrator 27 days 500.00 13,500.00

Special Gasoline 414 liters 60.00 24,840.00 78,840.00Direct Cost 768,392.00OCM 77,452.00Total Cost Item IV 845,844.00

VII. FORMS & SCAFFOLDING WORKS

A. Materials:130 130pcs. - 2" x 4" x 10' Coco Lumber 867 bd.ft. 20.00 17,340.0096 96pcs. - 2" x 3" x 10' Coco Lumber 480 bd.ft. 20.00 9,600.0060 * 12mm thk x 1.20m x 2.40m Ordinary Plywood 60 shts. 975.00 58,500.00

270pcs. - 2" x 3" x 8' Coco Lumber 1,080 bd.ft. 20.00 21,600.00124 2" C.W. Nail 15 kgs. 65.00 975.00270 4" C.W. Nail 36 kgs. 70.00 2,520.00 110,535.00

B. Labor:

2 - Carpenter 21 days 366.00 15,372.004 - Laborers 21 days 317.00 26,628.00 42,000.00

Direct Cost 152,535.00OCM 15,867.00

3/3 Pricelist Database as of Feb. - March, 201Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 2012


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Total Cost Item V 168,402.00

VIII REBAR WORKS A. Materials:

16mm x 6.00m Def. Reinforcing Steel Bar 449 pcs. 450.00 202,050.00

12mm x 7.50m Def. Reinforcing Steel Bar 120 pcs. 344.00 41,280.0012mm x 6.00m Def. Reinforcing Steel Bar 491 pcs. 250.00 122,750.00

Hacksaw Blade 12 pcs. 72.00 864.00#16 G.I. Tie-wire 143 kgs. 75.00 10,725.00 377,669.00

B. Labor:

4 - Steelmans 24 days 366.00 35,136.004 - Laborers 24 days 317.00 30,432.00 65,568.00




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C. Equipment Rental1 - Unit Bar Cutter 24 days 300.00 7,200.00 7,200.00

Direct Cost 450,437.00

OCM 45,657.00Total Cost Item VI 496,094.00

IX. DEMOBILIZATION/BACKFILL WORKSA. Labor:

2 - Carpenters 2 days 366.00 1,464.00

4 - Masons 2 days 366.00 2,928.004 - Steelmans 2 days 366.00 2,928.0024 - Laborers 2 days 317.00 15,216.00 22,536.00

Direct Cost 22,536.00OCM 2,867.00Total Cost Item VII 25,403.00

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

A. NON- ENGINEERING BASIC ITEMSA. SUPERVISIONB. CONSTRUCTION OF TEMPORARY FACILITIES

B. ENGINEERING BASIC ITEMS

I. MOBILIZATION/HAULING OF MATERIALSII. DEMOLITION OF EXISTING 28.00 LINEAR METERS RIP-RAPIII. DIVERSION WORKSIV. EXCAVATION WORKS

V. LAY-OUTING WORKSVI. CONCRETING WORKSVII. FORMS & SCAFFOLDING WORKSVIII REBAR WORKSIX. DEMOBILIZATION/BACKFILL WORKS

Prepared by: Reviewed & Checked by: Approved by:

FELIXBERTO R. CAARE, JR. MARIE CLAIRE C. BONGO EFREN C. SALVACIONResearcher/Analyst A, (J.O.) Principal Engineer C Division Manager CPlanning & Development Section Planning & Development Section Planning & Design Division

Recommending Project Implementation: Approved for Project Implementation:

ARNULFO A. ALFONSO LEONARDO REY D. VASQUEZ

Department Manager C, Maintenance Dept. General Manager

Concurrent Head, Engineering

168,402.00PhP

2,218,094.00PhP

S U M M A R Y

59,638.00PhP41,245.00PhP

496,094.00PhP

50,213.00PhP805.00PhP

25,403.00PhP

255,760.00PhP209,912.00PhP

64,778.00PhP

845,844.00PhP

5/3 Pricelist Database as of Feb. - March, 201Construction Equipment Rental Rates Based on ACEL Equipment Guidebook 2009, Edition 24 (AS OF March 201


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PROJECT : PROPOSED CONSTRUCTION OF CONCRETE RETAINING WALL AT TAMION PRODUCTION W

Location : Lower Tamion, Vitali, Zamboanga City

Project Cost :Project Duration : ONE HUNDRED(100)CALENDARDAYS

Manpower Requirements : 35 MANPOWER(1-Engineering Assistant, 24-Laborers, 4-Steelman, 2-Carpenters, & 4-Masons)

13 DAYS

1 DAY

6 DAYS 6 DAYS 14 D

12 DAYS

14 DAYS

c f&c r

A - Construction of temporary facilities NON -

B - Hauling of materials/ Mobilization A. SUP

C - Divertion Works (Divert direction of water flow from river) B. CON

D - Demolition of existing riprap ENGIN

E - Lay - outing works I. MOB

F - Excavation for Base Foundation II. DEM

G - Fabrication and installation of steel bar for base foundation 14 III. DIV

H - Concrete pouring on base foundation 9 IV. EXC

I - Fabrication and installation of steel bar for first lift 2 V. LAY

J - Fabrication and installation of forms and scaffolding 5 VI. CO

K - Concrete pouring on first lift 4 VII. FO

L - Fabrication and installation of steel bar for second lift 2 VIII. R

M - Fabrication and installation of forms and scaffolding 5 IX. DE

N - Concrete pouring on second lift 4

O - Fabrication and installation of steel bar for third lift 2

P - Fabrication and installation of forms and scaffolding 4

Q - Concrete pouring on third lift 4

R - Fabrication and installation of steel bar for fourth lift 2

S - Installation of weepholes

T - Fabrication and installation of forms and scaffolding 4

U - Concrete pouring on fourth lift 3

V - Fabrication and installation of steel bar for fifth lift 2

W - Installation of weepholes

X - Fabrication and installation of forms and scaffolding 3

Y - Concrete pouring on fifth lift 3

Z - Installation of granular gravel filter

A' - Demobilization/ Backfill

27 21 24

2 Y, Z

3 V, W

3 X

1 Y

3 T

2 U

2 U

2 Q

2 Q

4 R, S

2 N

4 O

4 P

2 K

5 L

4 M

5 I

4 J

9 G

2 H

6 B, E

14 F

12 A

1 C, D

13 A

6

14

ACTIVITY COMPLETED DURATION(DAYS) PRECEDENCE

PERT CPM

2,218,094.00PhP

A

C

STAR

T

D

E F

B


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PROJECT : Proposed Construction of Concrete Retaining Wall at Tamion Production WellLocation : Lower Tamion, Vitali, Zamboanga City

Project Cost :Project Duration : ONE HUNDRED (100) CALENDAR DAYS

Manpower Requirements : 35 Manpower (1-Engineering Assistant, 24-Laborers, 4-Steelman, 2-Carpenters, & 4-Masons)

A. NON- ENGINEERING BASIC ITEMSA. SUPERVISION 2.69% # # # # # # # # # # # # # # # # #

B. Construction of Temp. Facilities 1.86%B. ENGINEERING BASIC ITEMS 0.00%

I. MOBILIZATION/HAULING OF MATERIALS 11.53% # # # # # # # # # # # # # #II. DEMOLITION OF EXISTING 28.00 LINEAR METERS RIP-RAP 9.46% # # # # # # # # # #

III. DIVERSION WORKS 2.92%IV. EXCAVATION WORKS 2.26%

V. LAY-OUTING WORKS 0.04%VI. CONCRETING WORKS 38.13%

VII. FORMS & SCAFFOLDING WORKS 7.59%VIII. REBAR WORKS 22.37%

IX. DEMOBILIZATION/BACKFILL WORKS 1.15%

TOTAL PROJECT COST 100%

CASH OUTLAY REQUIREMENT

TARGETED COMPLETION THIS PERIOD

COMMULATIVE COMPLETION TO DATE

Prepared by: Reviewed & Checked by: Approved by:

FELIXBERTO R. CAARE, JR. MARIE CLAIRE C. BONGO EFREN C. SALVResearcher/Analyst A (J.O.) Principal Engineer C Division Manage

Planning & Development Section Planning & Development Section Planning & Desi

845,844.00Php

168,402.00Php496,094.00Php

36.

209,912.00Php

808,3

36.

ZAM

64,778.00Php50,213.00Php

805.00Php

255,760.00Php

41,245.00Php59,638.00Php

25,403.00Php

2,218,094.00Php

GANTT CHART

2,218,094.00Php

Work Item Amounts Percent

Perfected3


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PROJECT NAME:

Item No./Description: Construction of Temporary Facilities

Unit of Measurement:

Output per day:

Quantity:

A. Labor

a. Construction Foreman/Eng'g Assist.

b. Skilled Laborer

c. Laborer

B. Equipment

N/A

C.

D. Output per day =

E. Materials

a.

b.

c.

d.

e.

f. Ga. 26 x 1.20m x 2.40m G.I. Plain Sheet

g. 2" C.W. Nail

DETAILED UNIT PRICE ANALYSIS

PROP. CONSTRUCTION OF CONCRETE RETAINING WALL AT TAMI

SPL-1

lot

1.00 lot

2 6 36

4 6 31

Designation No. Person No. of Days Dail

1 6 52

Sub-Total for A

Name and Capacity No. of Units No. of Days Dail

Sub-Total for B

Total (A+B)

Name and Specifications Quantity Unit Uni

12mm thk x 1.20m x 2.40m Ordinary

Plywood

18 shts. 97

Ga. 26 x 1.80m Length Corrugated G.I.

Roofing Sheet

18 shts. 22

8,5

16 pcs. - 2" x 2" x 10' Coco Lumber 0.12506

26 pcs. - 2" x 4" x 10' Coco Lumber 0.40823 cu.m. 8,5

18 pcs. - 2" x 3" x 10' Coco Lumber 0.21237 cu.m.

sht. 42

2 kgs. 6

cu.m. 8,5

1


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h. 3" C.W. Nail

i.

j.

k. 3-1/2" Loose Pin Hinges

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

m. 2" C.W. Umbrella Roofing Nails

F. Direct Cost (C+E)

G. Overhead, Contingencies & Miscellaneous 0% per D.O. 29 s

H. Contractor's Profit (CP) 0% per D.O. 29 s

I. Value Added Tax (VAT) 0% per D.O. 29 s

J. Total Cost

k. Total Unit Cost

PROJECT NAME:

Item No./Description: Demolition of existing Rip-rap


Output per day: ln.m. /day

Quantity:

A. Labor


b. Skilled Laborer

c. Laborer

B. Equipment

a. Compressor w/ Jackhammer

C.

4" C.W. Nail 2 kgs. 7

Padlock (Big) 1 pc. 15

Sub-Total for E

3 pairs 4

1 12 52

2.33

28.00 ln.m.

Designation No. Person No. of Days



SPL-2

ln.m.

Dail


12 days 10,4

Sub-Total for A

10 12 36

12 12 31

Sub-Total for B

Total (A+B)

7

16

9

1

1

2

kg.

kg.

kgs.


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D. Output per day = ln.m.

E. Material

N/A





J. Total Costk. Total Unit Cost

PROJECT NAME:

Item No./Description: SPL-3 Diversion Works


Output per day:Quantity:

A. Labor


b. Laborer

B. Equipment

a. Water Pump

2.33


Sub-Total for E

1 13 52

1.00 lot




lot


1 12 98

Sub-Total for A

12 13 31

Sub-Total for B

/day


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C.

D. Output per day =

E. Materials

N/A





J. Total Cost

k. Total Unit Cost

PROJECT NAME:

Item No./Description: Reinforcing Steel Bar, Grade 40


Output per day: kg./ day

Quantity:

A. Labor


b. Skilled Laborer

c. Laborer

B. Equipment

a. Bar Cutter

b. Bar Bender

c. Cargo Truck (10T, 270Hp)

Total (A+B)


Sub-Total for E

1 6 52

1,440.00

7,668.26 kg.




404(2)

kg.

2 6 36

8 6 31

Dail

1 1.20 8,8

1 2 1,7

1 2 2,8

Sub-Total for A



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C.

D. Output per day = kg./ day

E. Materials

a.

b.

c.

d.

e.





J. Total Cost

k. Total Unit Cost

PROJECT NAME:

Item No./Description: Lay-out and Excavation


Output per day: cu.m. /day

Quantity:

A. Labor


b. Skilled Laborer

c. Laborer

4,252.03 kgs. 4

12mm.x 7.50m. Def. Reinforcing Steel

Bar

799.20 kgs. 51

Sub-Total for B

Total (A+B)

1,440.00



Bar

Sub-Total for E

143 kgs. 75

No. of Days Dail

1 4 52

cu.m.

32.00

109.87 cu.m.

Designation No. Person



103(1)a

2 4 36

10 4 31

Hacksaw Blade 12 pcs. 72

#16 G.I. Tie-Wire


Bar

2,617.03 kgs. 46


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B. Equipment

a. Dump Truck (10 cu.m.)

b. Backhoe w/ Breaker (0.80 cu.m.)

Minor Tools (10% of Labor)

C.

D. Output per day = cu.m. /day

E. Materials

N/A





J. Total Cost

k. Total Unit Cost

PROJECT NAME:

Item No./Description: Structural Concrete


Output per day: cu.m. /day

Quantity:

1 3 12,2

Sub-Total for A


Total (A+B)

32.00


Sub-Total for B

2 3 10,8

Sub-Total for E

22.40

135.20 cu.m.



405

cu.m.


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A. Labor


b. Skilled Laborer

c. Laborer

Installation of Formworks

a. Skilled Laborer

b. Laborer

B. Equipment

a. One Concrete Bagger Mixerb. Concrete Vibrator

c. Water Truck (1000 gal.)

C.


E. Materials

a.

b.

c.

d.



1 6 52

. .

8 6 31

4 6 36

8 6 36

16 6 31

1 6.00 8,5

2 6.00 1,32 6.00 97

Sub-Total for A


Washed Sand 57 cu.m. 90

Gravel (G-1) 75 cu.m. 90

Portland Cement 1,352 bags 26

Sub-Total for B

Total (A+B)

22.40


270pcs. - 2" x 3" x 8' Coco Lumber 2.54851 cu.m. 8,51

12mm. Thk. X 1.20m. X 2.40m. Ordinary

Plywood

60 shts. 97

Forms


75mm.x 3.00m. PVC Pipe, Series 1000 8 pcs. 56

Sub-Total for E

2" C.W. Nail 15 kgs. 65


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J. Total Cost

k. Total Unit Cost

PROJECT NAME:

Item No./Description: Scaffolding Works


Output per day: cu.m./day

Quantity:

A. Labor


b. Skilled Laborer

c. Laborer

B. EquipmentN/A

C.


E. Materials

a.

b.

c.



Dail

1 15 52

0.212

3.18 cu.m.




SPL-4

cu.m.


Sub-Total for A

2 15 36

4 15 31

2.04589 cu.m. 8,51


0.212


Sub-Total for B

Total (A+B)

130pcs. - 2" x 4" x 10' Coco Lumber

4" C.W. Nail 36 kgs. 70

Sub-Total for E


16/61


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J. Total Cost

k. Total Unit Cost

PROJECT NAME:

Item No./Description: Interlink Works


Output per day: sq.m. /day

Quantity:

A. Labor

a. Construction Foreman

b. Skilled Laborer

c. Laborer

B. Equipment

a. Welding Machine w/ complete accs.

C.

D. Output per day = sq.m. /day

E. Materials

a.

b.

c.

d.

1 4 52

3 4 36




SPL-6

sq.m.

20.85

75.33 sq.m.


1 1 3,1

Sub-Total for A

2 4 31


10mm.x 6.00m. Plain Round Bar 39 pcs. 20

Sub-Total for B

Total (A+B)

20.85

#10 x 1.20m. x 10.00m./roll, w/50mm. x 9 rolls 1,6


4mm. Thk. x 25mm. x 25mm. x 6.00m. 14 pcs. 35


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e.

f.





J. Total Cost

k. Total Unit Cost

PROJECT NAME:

Item No./Description: Slope Protection


Output per day: cu.m./day

Quantity:

A. Labor a. Construction Foreman

b. Skilled Laborer

c. Laborer

B. Equipment

a. One Concrete Bagger Mixer

C.


E. Materials

Sub-Total for E

2" C.W. Nail 1 kg. 6

6011 Welding Rod 0.5 kg. 14

53.10 cu.m.




SPL-7

cu.m.

3.54

Sub-Total for A

4 15 36

8 15 31

1 15 52

3.54


Sub-Total for B

Total (A+B)


1 15 1,3

1. Base Foundation


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J. Total Cost

k. Total Unit Cost

PROJECT NAME:

Item No./Description: Masonry Works



Quantity:

A. Labor


b. Skilled Laborer

c. Laborer


Gravel (G-1) 16 cu.m. 90

Portland Cement 180 bags 26


#16 G.I. Tie-wire 3 kgs. 7

16mm.x 6.00m. Def. Reinforcing Steel 37 pcs. 45

100mm.Boulders 35 cu.m. 90


2. Wall

Sub-Total for E




12mm.x 6.00m. Def. Reinforcing Steel 148 pcs. 26




SPL-8

sq.m.

12.95

129.48 sq.m.

Sub-Total for A

2 10 31

1 10 52

2 10 36


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B. Equipment

N/A

C.


E. Materials





J. Total Cost

k. Total Unit Cost

PROJECT NAME:

Item No./Description: Stair Handrail


1. Laying of 100mm. Thk. Concrte Hollow Block

100mm. X 200mm. X 400mm. CHB (NLB) 766 pcs. 1

Sub-Total for B

Total (A+B)

12.95


10mm.x 6.00m. Def. Reinforcing Steel 162.8 kgs. 4




2. Plastering (16mm. thk. on each side)

Hacksaw Blade 1 pc. 6

Filling Materials 11 cu.m. 22

Sub-Total for E


Sand (for plastering) 1 cu.m. 1,5



SPL-9


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Output per day: ln.m. /day

Quantity:

A. Labor


b.

c. Laborer

B. Equipment

a.b.

C.

D. Output per day = ln.m. /day

E. Materials

a.

b.

c.

d.





J. Total Cost

k. Total Unit Cost

PROJECT NAME:


ln.m.

13.50

54.00 ln.m.

1 4 31

1 4 52

Skilled Laborer 1 4 36

Welding Machine w/ complete accs. 1 4 3,1Angular Grinder 1 4 30

Sub-Total for A


50mm.x 6.00m. G.I. Pipe, Sch. 20 9 pcs. 2,5

6011 Welding Rod 2 kgs. 14

Sub-Total for B

Total (A+B)

13.50


Sub-Total for E


100mm.Grinding Wheel 1 pc. 13




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Item No./Description: Supply & Installation of Saddle Base


Output per day: set /day

Quantity:

A. Labor


b.

c. Laborer

B. Equipmenta.

b.

C.

D. Output per day = set /day

E. Materials

a.

b.

c.

d.

e.

f.

g.

h.




1 5 52

0.80

4.00 set


SPL-10

set

Sub-Total for A

Skilled Laborer 1 5 36

2 5 31

Dail

Acetylene Cutting Outfit 1 5 36

Sub-Total for B


Welding Machine w/ complete accs. 1 5 3,1

25mm. thk. x 400mm. x 400mm. Plain Steel 4 pcs. 4,0

Total (A+B)

0.80


19mm.x 75mm. Head Length 300mm. 16 pcs. 21

25mm. Thk. x 1.20m. x 2.40m. Plain Steel 3 shts. 23,6

6011 Welding Rod 5 kgs. 14

100mm.Grinding Wheel 8 pcs. 13

40mm.x 250mm. Heavy Hex. Structural 4 pcs. 24

Sub-Total for E

Acetylene (content only) 3 cyl. 1,4

Industrial Oxygen (content only) 6 cyl. 65


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J. Total Cost

k. Total Unit Cost

PROJECT NAME:

Item No./Description: Painting Works



Quantity:

A. Labor


b. Skilled Laborer

c. Laborer

B. EquipmentN/A

C.


E. Materials

a.

b.

c.

d.

e.

f.

g.

52

1 5 36




1032

sq.m.

7.64

39.04 sq.m.

Sub-Total for B

Sub-Total for A


Metal Etching Solution 1 gal. 66

Metal Primer 4 gals. 42

Total (A+B)

7.64


2" Paint Brush 5 pcs. 2

1" Paint Brush 4 pcs. 1

Quick Dry Enamel Paint Blue 4 gals. 60

Quick Dry Enamel Paint Aluminum 2 gals. 76

Paint Thinner 1 gal. 39

2 5 31

1 5


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J. Total Cost

k. Total Unit Cost

Sub-Total for E


25/61

P

P

N PRODUCTION WELL

6.00 4,392.00

7.00 7,608.00

Rate Amount

4.00 3,144.00

15,144.00

Rate Amount

-

15,144.00

Cost Amount

5.00 17,550.00

.00 3,978.00

10.64 1,807.40

10.64 3,474.30

5.00 425.00

.00 130.00

10.64 1,064.34


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P

011

011

011

No. of Days:

2.33333

P

P

.00 140.00

0.00 150.00

29,271.04

44,415.04

-

-

-

.00 135.00

12.02

4.00 6,288.00

44,415.04

44,415.04

N PRODUCTION WELL

Rate Amount

Rate Amount

06.56 124,878.72

95,856.00

6.00 43,920.00

7.00 45,648.00

124,878.72

220,734.72

.00

3.00

.00

70.00

163.00

184.00


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P

011 0.06 ####

011 ####

011 ####

ok

No. of Days:

P

1376

P

Cost Amount

-

220,734.72

13,244.08

-

-

Amount#DIV/0!

4.00 6,812.00

Rate

233,978.808,356.39

N PRODUCTION WELL

Rate Amount

7.04 11,844.48

56,264.00

7.00 49,452.00

11,844.48


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P

011 0.06 ####

011 ####

011 ####

ok

No. of Days:

P

1.2 5

68,108.48

Cost Amount

-

68,108.48

4,086.51

-

-

5.33

4.00 3,144.00

72,194.99

72,194.99

N PRODUCTION WELL

6.00 4,392.00

7.00 15,216.00

Rate Amount

16.00 10,579.20

8.00 3,516.00

12.00 5,624.00

22,752.00

Rate Amount


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P

16mm x 6.00m Def. Reinforcing Steel Bar 449



Hacksaw Blade 12

#16 G.I. Tie-wire 143

P

011 0.06

011

011

6.95

4.5

6.86833

No. of Days:

40

.52 202,056.47

.65 41,278.68

19,719.20

42,471.20

Cost Amount

445,342.10

58.08

377,662.85

420,134.05

25,208.04

-

-

.00 10,725.00

Rate Amount3.00

4.00 2,096.00

N PRODUCTION WELL

6.00 2,928.00

7.00 12,680.00

.00 864.00

.90 122,738.71


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P

P

P

011 0.06

011

011

ok

3.927 22.4

0.89536 22.5

3.5343 4.42966

No. of Days:

96.00 36,888.00

1,770.40

17,704.00

Rate Amount

121,258.40

Cost Amount

103,554.40

16.00 64,896.00

128,533.90

1,169.87

-

121,258.40

7,275.50

-

-

6.00

N PRODUCTION WELL


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P

P

Portland Cement 1,352

Washed Sand 57

Gravel (G-1) 75

75mm x 3.00m PVC Pipe, Series 1,000 8

12mm thk x 1.20m x 2.40m Ordinary Plywood

270pcs. - 2" x 3" x 8' Coco Lumber

270pcs. - 2" x 3" x 8' Coco Lumber 1,080

P

011 0.06

4.00 3,144.00

7.00 15,216.00

6.00 8,784.00

6.00 17,568.00

7.00 30,432.00

0.00 51,120.00

6.00 16,512.002.00 11,664.00

75,144.00

Rate Amount

.00 51,300.00

.00 67,500.00

.00 351,520.00

79,296.00

154,440.00

Cost Amount

0.64 21,689.45

.00 58,500.00

0.64 5,482.55

.00 4,504.00

561,471.01

715,911.01

42,954.66

.00 975.00


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011

011

ok

0.8

No. of Days:

0.212

P

P

130pcs. - 2" x 4" x 10' Coco Lumber 867

96pcs. - 2" x 3" x 10' Coco Lumber 480

4" C.W. Nail 36

P

011 0.06

-

-

Rate Amount

14.99

4.00 7,860.00

758,865.67

5,612.91

N PRODUCTION WELL

Rate Amount

37,860.00

6.00 10,980.00

7.00 19,020.00

0.64 17,411.83

0.64 9,639.75

Cost Amount

-

37,860.00

.00 2,520.00

29,571.58

67,431.58

4,045.89


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011

011

1

No. of Days:

P

P

P

011 0.06

011

Rate Amount

9.00

N PRODUCTION WELL

-

-

71,477.47

22,487.38

33,246.00

Rate Amount

7.00 28,530.00

4.00 4,716.00

8,856.00

42,102.00

Cost Amount

4.00 8,856.00

124,452.00

7,467.12

-

82,350.00

.00 82,350.00


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011

ok

reprint

18

1.5

No. of Days:

P

P

-

131,919.12

360.43

4.00 2,096.00

6.00 4,392.00

Rate Amount4.00

N PRODUCTION WELL

Rate Amount

8.00 3,128.00

9,024.00

7.00 2,536.00

Cost Amount

.00 7,800.00

3,128.00

12,152.00

3.00 14,967.00

.00 124.00

3.00 4,942.00


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P

011 0.06

011 0.1

011 0.12

ok

reprint

18

1.5

No. of Days:

P

P

27,967.95

.00 63.00

3.90 71.95

Rate

N PRODUCTION WELL

40,119.95

2,407.20

4,012.00

5,584.70

52,123.84

691.94

67,860.00

6.00 21,960.00

7.00 38,040.00

Amount15.00

4.00 7,860.00

Cost Amount

20,640.00

88,500.00

Rate Amount

6.00 20,640.00


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P

011 0.06

011 0.1

011 0.12

ok

reprint

18

1.5

No. of Days:

P

.00 7,200.00

.00 14,400.00

.00 46,800.00

.00 248.00

.00 225.00

.00 16,650.00

.00 31,500.00

.00 22,880.00

-187,742.00

.00 744.00

.00 675.00

.00 7,200.00

.00 39,220.00

Rate Amount

10.00

N PRODUCTION WELL

276,242.00

16,574.52

27,624.20

38,452.89

358,893.61

6,758.82

18,900.00

7.00 6,340.00

.00 5,240.00

.00 7,320.00


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P

P

011 0.06

011 0.1

011 0.12

ok

18

Rate Amount

.00 10,724.00

-

18,900.00

Cost Amount

.65 7,920.00

.00 150.00

.00 8,320.00

.00 2,700.00

.00 62.00

.00 2,475.00

-

37,231.00

.00 3,380.00

0.00 1,500.00

N PRODUCTION WELL

56,131.00

3,367.86

5,613.10

7,813.44

72,925.40

563.22


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1.5

No. of Days:

500

500 1000 50

500

500 2000 50

P 500

500 4000 50

500

500 5000 50

500500 6000 50

500

P 500

500 8000 50

500

500 9000 50

500

500 10000 50

500 25

500

P

011 0.06

011 0.1

011 0.12

ok

reprint

Rate Amount4.00

7.00 1,268.00

4.00 2,096.00

6.00 1,464.00

8.00 12,512.000.00 1,200.00

4,828.00

Rate Amount

2.00 22,968.00

.90 287.80

13,712.00

18,540.00

Cost Amount

23,514.30

42,054.30

2,523.26

4,205.43

5,853.96

.00 124.00

.50 134.50

54,636.95

1,011.80

N PRODUCTION WELL


39/61

18

1.5

No. of Days:

500

500 1000 50

500

500 2000 50

P 500

500 4000 50

500

500 5000 50500

500 6000 50

500

P 500

500 8000 50

500

500 9000 50

500

500 10000 50

500 25

425

500

P

011 0.06

011 0.1

5.00

4.00 2,620.00

7,620.00

6.00 1,830.00

7.00 3,170.00

Rate Amount

4.00 1,820.00

17,460.00

Rate Amount

8.00 15,640.00

2.00 16,128.00

25,080.00

Cost Amount

.00 3,376.00

15.00 70,845.00

.90 719.50

.50 1,076.00

.00 992.00

126,466.50

7,587.99

12,646.65

101,386.50

0.00 4,350.00

.00 3,900.00


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011 0.12

ok

0.3

18

6.933333

1.5

No. of Days:

P

P

17,604.14

164,305.28

41,076.32

4.00 2,620.00

6.00 1,830.00

Rate Amount5.00

14.56

N PRODUCTION WELL

-

7,620.00

Rate Amount

.00 667.00

7.00 1,708.00

7,620.00

Cost Amount

.00 135.00

.00 52.00

6.00 2,424.00

9.00 1,538.00

0.00 390.00

7.00 3,170.00


41/61

P

011 0.06

011 0.1

011 0.12

2,023.13

print

Summary

Labor Cost #REF!

Equipment Cost: #REF!

Material Cost: #REF!

OCM: #REF!

CP: #REF!VAT: #REF!

Mobi/Demo: #REF!

6,914.00

14,534.00

872.04

1,453.40

2,023.13

18,882.57

483.67


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pcs. 47.51848

pcs.

pcs.

pcs.

kgs.


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48/61

bags 260.00

cu.m. 1,000.00

cu.m. 1,000.00

pcs. 563.00

60 shts. 975.00

1,080 bd.ft. 20.00

bd.ft.


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bd.ft.

bd.ft.

kgs.


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Vitali Retng Wall (Dupa Format)

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