For The Lowering Of The Existing Steel Gate:: Oxygen And Acetelene Tank Set (rental) Set 1.00 2,000.00 2,000.00
This document was uploaded by user and they confirmed that they have the permission to share it. If you are author or own the copyright of this book, please report to us by using this DMCA report form. Report DMCA
Overview
Download & View For The Lowering Of The Existing Steel Gate:: Oxygen And Acetelene Tank Set (rental) Set 1.00 2,000.00 2,000.00 as PDF for free.
More details
- Words: 1,193
- Pages: 4
Loading documents preview...
PROJECT: IMPROVEMENT OF STA. ANA CHURCH LOCATION: Sta. Ana Church,Sta.Ana, Manila
ITEM NO.
I.
DESCRIPTION
UNIT
QTY.
cum
1.9
UNIT COST
MATERIALS COST
EQUIPMENT COST
LABOR COST
TOTAL COST
DEDUCTIVE REPAIR ADOBE FENCE AND GATE @ GL.02-03 Volume to be demolished
Labor (Demolition,disposal and reinstallation of gate): day
10.00
1,100.00
11,000.00
11,000.00
= P 1,700.00
day
10.00
1,700.00
17,000.00
17,000.00
2- Unskilled Workers @ 650.00 = P 1,300.00
day
10.00
1,300.00
13,000.00
13,000.00
day
2.00
10,850.00
set
1.00
2,000.00
Concrete Works
cum
0.68
Cement
bag
7.00
245.00
Sand
cum
1.00
1,080.00
Gravel
cum
1.00
10mm dia x 6m RSB
pc
12mm dia x 6m RSB
pc
#16 GI Tie Wire
kg
1
cum
0.16
1- Foreman @ 1,100.00
= P 1,100.00
2- Skilled Workers @ 850.00
Equipment 1- Dumptruck @ 10,850.00 per day
21,700.00
21,700.00
For the lowering of the existing steel gate: oxygen and acetelene tank set (rental)
2,000.00
2,000.00
1,715.00
600.25
2,315.25
1,080.00
378.00
1,458.00
1,625.00
1,625.00
568.75
2,193.75
4.00
200.00
800.00
280.00
1,080.00
3.00
277.00
831.00
290.85
1,121.85
100.00
100.00
35.00
135.00
1,625.00
260.00
91.00
351.00
CENTER PLANTBOX
3" thk. Gravel Bedding
Masonry Works sqm
Area
9.60
4" thk. CHB
pc
127.00
15.00
1,905.00
666.75
2,571.75
10mm dia x 6m RSB
pc
4.00
200.00
800.00
280.00
1,080.00
12mm dia x 6m RSB
pc
4.00
277.00
1,108.00
387.80
1,495.80
#16 GI Tie Wire
kg
1.00
100.00
100.00
35.00
135.00
Adobe Veneer Finish
sqm
7.92
550.00
4,356.00
1,524.60
5,880.60
Grout ( 5 kls.per pack )
pack
2
55.00
110.00
38.50
148.50
Crushed Adobe
bag
13.00
150.00
1,950.00
682.50
2,632.50
Cement
bag
5.00
245.00
1,225.00
428.75
1,653.75
For Synthetic Adobe Plaster Finish:
SUB-TOTAL I
II.
88,952.75
ADDITIVE
REMOVAL OF PLANT BOX AT THE CENTER OF STAIRS AT CALDERON STREET AND PLANT BOX ALONG THE ADOBE FENCE cum
Volume to be demolished
2.1
Labor (Demolition and disposal ): 1- Foreman @ 1,100.00
= P 1,100.00
day
3.00
1,100.00
3,300.00
3,300.00
2- Skilled Workers @ 850.00
= P 1,700.00
day
3.00
1,700.00
5,100.00
5,100.00
2- Unskilled Workers @ 650.00 = P 1,300.00
day
3.00
1,300.00
3,900.00
3,900.00
Equipment 1- Dumptruck @ 10,850.00 per day
day
1
10,850.00
10,850.00
10,850.00
PAINTING OF ARCH AT CALDERON STREET Red Lead
gal
1.00
630.00
630.00
220.50
850.50
QDE (White)
gal
1.00
650.00
650.00
227.50
877.50
Paint Thinner
gal
1.00
300.00
300.00
105.00
405.00
pack
5.00
170.00
850.00
297.50
1,147.50 877.50
Gold Powder #13 QDE (Brown)
gal
1.00
650.00
650.00
227.50
1" Paint Brush
pc
2.00
35.00
70.00
24.50
94.50
2" Paint Brush
pc
45.00
90.00
31.50
121.50
2
ITEM NO.
DESCRIPTION
UNIT COST
MATERIALS COST
EQUIPMENT COST
UNIT
QTY.
LABOR COST
TOTAL COST
Concrete Works
cum
1
Cement
bag
9.00
245.00
2,205.00
771.75
Sand
cum
0.50
1,080.00
540.00
189.00
729.00
Gravel
cum
1.00
1,625.00
1,625.00
568.75
2,193.75
10mm dia x 6m RSB
pc
13.00
200.00
2,600.00
910.00
3,510.00
12mm dia x 6m RSB
pc
4.00
277.00
1,108.00
387.80
1,495.80
#16 GI Tie Wire
kg
1.00
100.00
100.00
35.00
135.00
18" x 27 1/2" 3" thk.Piedra Pinoy Pavers
pc
15
675.00
10,125.00
3,543.75
13,668.75
pack
3
55.00
165.00
57.75
222.75
REPLACEMENT OF PLANTBOX AND EXTENDING IT TO A GRAND STAIR
Grout ( 5 kls.per pack )
2,976.75
LAYING OF PIEDRA PINOY ON STAIRS ALONG CALDERON STREET
18" x 27 1/2" 3" thk.Piedra Pinoy Pavers Grout ( 5 kls.per pack )
pc
75.00
675.00
50,625.00
17,718.75
68,343.75
pack
5.00
55.00
275.00
96.25
371.25
DEMOLITION AND RECONSTRUCTION OF ADOBE FENCE WITH LINTEL BEAM FROM GL 10-12 cum 9.07 Volume to be demolished
Labor (Demolition and Reconstruction ): 1- Foreman @ 1,100.00
= P 1,100.00
day
8.00
1,100.00
8,800.00
8,800.00
2- Skilled Workers @ 850.00
= P 1,700.00
day
8.00
1,700.00
13,600.00
13,600.00
4- Unskilled Workers @ 650.00 = P 2,600.00
day
8.00
2,600.00
20,800.00
20,800.00
RECONSTRUCTION OF ADOBE FENCE
Concrete works
cum
8" x 8" x 6" thk. Adobe Blocks
sqm
15.12
550.00
8,316.00
2,910.60
11,226.60
Cement
bag
40
245.00
9,800.00
3,430.00
13,230.00
Sand
cum
3.5
1,080.00
3,780.00
1,323.00
5,103.00
Gravel
cum
4.00
1,625.00
6,500.00
2,275.00
8,775.00
12mm dia x 6m RSB
pc
30.00
277.00
8,310.00
2,908.50
11,218.50
10mm dia x 6m RSB
pc
35.00
200.00
7,000.00
2,450.00
9,450.00
#16 GI Tie Wire
kg
2
100.00
200.00
70.00
270.00
cum
0.224
1,625.00
364.00
127.40
491.40
Crushed Adobe
bag
20
150.00
3,000.00
1,050.00
4,050.00
Cement
bag
5
245.00
1,225.00
428.75
1,653.75
cum
1.71
3" thk. Gravel Bedding
4.30
For Synthetic Adobe Plaster Finish:
SIDE WALL AND COLUMN ALONG GRAND STAIRS RIGHT SIDE
Volume to be demolished
Labor (Demolition,disposal and reinstallation of gate): day
3.00
1,100.00
3,300.00
3,300.00
= P 1,700.00
day
3.00
1,700.00
5,100.00
5,100.00
2- Unskilled Workers @ 650.00 = P 1,300.00
day
3.00
1,300.00
3,900.00
3,900.00
1- Dumptruck @ 10,850.00 per day
day
1.00
10,850.00
Concrete Works
cum
0.95
Cement
bag
9.00
245.00
2,205.00
771.75
Sand
cum
0.48
1,080.00
513.00
179.55
692.55
Gravel
cum
0.95
1,625.00
1,543.75
540.31
2,084.06
10mm dia x 6m RSB
pc
14.00
200.00
2,800.00
980.00
3,780.00
12mm dia x 6m RSB
pc
3.00
277.00
831.00
290.85
1,121.85
#16 GI Tie Wire
kg
1
100.00
100.00
35.00
135.00
cum
0.16
1,625.00
260.00
91.00
351.00
1,950.00 600.00 277.00
682.50 210.00 96.95
2,632.50 810.00 373.95
1- Foreman @ 1,100.00 2- Skilled Workers @ 850.00
= P 1,100.00
Equipment
3" thk. Gravel Bedding
10,850.00
10,850.00
2,976.75
Masonry Works Area 4" thk. CHB 10mm dia x 6m RSB 12mm dia x 6m RSB
sqm
10.22
pc
130.00
15.00
pc pc
3.00 1.00
200.00 277.00
2.00
#16 GI Tie Wire
kg
100.00
200.00
70.00
270.00
Crushed Adobe
bag
10
150.00
1,500.00
525.00
2,025.00
Grout ( 5 kls.per pack )
pack
2
55.00
110.00
38.50
148.50
SUB-TOTAL I - SUB-TOTAL II
=
SUB-TOTAL II
270,390.21
TOTAL ADDITIVE
181,437.46
TOTAL ADDITIVE INCL. MARK-UP & 5% VAT Prepared and Submitted by:
Noted by:
Engr. Fritz D. Natividad Project Engineer
Michelle Stephanie Ann F. Umali Owner/General Manager
232,421.39
ITEM NO.
DESCRIPTION South Constructech Inc.
UNIT
QTY.
UNIT COST
MATERIALS COST
South Constructech Inc.
EQUIPMENT COST
LABOR COST
TOTAL COST
PROJECT LOCATION DURATION
: : :
IMPROVEMENT OF STA. ANA CHURCH Sta. Ana Church,Sta.Ana, Manila 90 Calendar Days S U M M A R Y
O F
C O S T
ITEM NO. SCOPE OF WORKS A. DEDUCTIVE I. REPAIR ADOBE FENCE AND GATE @ GL.02-03 II.
MATERIALS
LABOR 41,000.00
CENTER PLANTBOX
19,225.00 19,225.00 DEDUCTIVE COST
B. III.
ADDITIVE REMOVAL OF PLANT BOX AT THE CENTER OF THE STAIRS ALONG PANADEROS STREET AND PLANT BOX ALONG THE ADOBE FENCE
IV.
PAINTING OF ARCH AT NEW PANADEROS STREET
V.
REPLACEMENT OF PLANTBOX AND EXTENDING IT TO A GRAND STAIR
VI.
LAYING OF PIEDRA PINOY ON STAIRS ALONG CALDERON STREET
VII.
DEMOLITION AND RECONSTRUCTION OF ADOBE FENCE FROM GL 10-12
VIII
%
35%
6,728.75 47,728.75
EQUIPMENT 21700.00
21,700.00
88,653.75
20,500.00
3,240.00
35%
1,134.00
18,468.00
35%
6,463.80
50,900.00 35%
17,815.00
36,980.00
35%
12,889.75
35%
SIDE WALL AND COLUMN ALONG GRAND STAIRS (RIGHT SIDE)
122,477.75 ADDITIONAL COST
273,894.96
TOTAL ADDITIVE TOTAL ADDITIVE INCL. MARK-UP & 5% VAT
185,241.21 237,293.99
43,200.00 12,943.00 12,300.00 4,511.41 118,867.21
Prepared and Submitted by:
Noted by:
Engr. Fritz D. Natividad Project Engineer South Constructech Inc.
Michelle Stephanie Ann F. Umali Owner/General Manager South Constructech Inc.
21700.00
10850.00
32,550.00
ITEM NO.
I.
DESCRIPTION
UNIT
QTY.
cum
1.9
UNIT COST
MATERIALS COST
EQUIPMENT COST
LABOR COST
TOTAL COST
DEDUCTIVE REPAIR ADOBE FENCE AND GATE @ GL.02-03 Volume to be demolished
Labor (Demolition,disposal and reinstallation of gate): day
10.00
1,100.00
11,000.00
11,000.00
= P 1,700.00
day
10.00
1,700.00
17,000.00
17,000.00
2- Unskilled Workers @ 650.00 = P 1,300.00
day
10.00
1,300.00
13,000.00
13,000.00
day
2.00
10,850.00
set
1.00
2,000.00
Concrete Works
cum
0.68
Cement
bag
7.00
245.00
Sand
cum
1.00
1,080.00
Gravel
cum
1.00
10mm dia x 6m RSB
pc
12mm dia x 6m RSB
pc
#16 GI Tie Wire
kg
1
cum
0.16
1- Foreman @ 1,100.00
= P 1,100.00
2- Skilled Workers @ 850.00
Equipment 1- Dumptruck @ 10,850.00 per day
21,700.00
21,700.00
For the lowering of the existing steel gate: oxygen and acetelene tank set (rental)
2,000.00
2,000.00
1,715.00
600.25
2,315.25
1,080.00
378.00
1,458.00
1,625.00
1,625.00
568.75
2,193.75
4.00
200.00
800.00
280.00
1,080.00
3.00
277.00
831.00
290.85
1,121.85
100.00
100.00
35.00
135.00
1,625.00
260.00
91.00
351.00
CENTER PLANTBOX
3" thk. Gravel Bedding
Masonry Works sqm
Area
9.60
4" thk. CHB
pc
127.00
15.00
1,905.00
666.75
2,571.75
10mm dia x 6m RSB
pc
4.00
200.00
800.00
280.00
1,080.00
12mm dia x 6m RSB
pc
4.00
277.00
1,108.00
387.80
1,495.80
#16 GI Tie Wire
kg
1.00
100.00
100.00
35.00
135.00
Adobe Veneer Finish
sqm
7.92
550.00
4,356.00
1,524.60
5,880.60
Grout ( 5 kls.per pack )
pack
2
55.00
110.00
38.50
148.50
Crushed Adobe
bag
13.00
150.00
1,950.00
682.50
2,632.50
Cement
bag
5.00
245.00
1,225.00
428.75
1,653.75
For Synthetic Adobe Plaster Finish:
SUB-TOTAL I
II.
88,952.75
ADDITIVE
REMOVAL OF PLANT BOX AT THE CENTER OF STAIRS AT CALDERON STREET AND PLANT BOX ALONG THE ADOBE FENCE cum
Volume to be demolished
2.1
Labor (Demolition and disposal ): 1- Foreman @ 1,100.00
= P 1,100.00
day
3.00
1,100.00
3,300.00
3,300.00
2- Skilled Workers @ 850.00
= P 1,700.00
day
3.00
1,700.00
5,100.00
5,100.00
2- Unskilled Workers @ 650.00 = P 1,300.00
day
3.00
1,300.00
3,900.00
3,900.00
Equipment 1- Dumptruck @ 10,850.00 per day
day
1
10,850.00
10,850.00
10,850.00
PAINTING OF ARCH AT CALDERON STREET Red Lead
gal
1.00
630.00
630.00
220.50
850.50
QDE (White)
gal
1.00
650.00
650.00
227.50
877.50
Paint Thinner
gal
1.00
300.00
300.00
105.00
405.00
pack
5.00
170.00
850.00
297.50
1,147.50 877.50
Gold Powder #13 QDE (Brown)
gal
1.00
650.00
650.00
227.50
1" Paint Brush
pc
2.00
35.00
70.00
24.50
94.50
2" Paint Brush
pc
45.00
90.00
31.50
121.50
2
ITEM NO.
DESCRIPTION
UNIT COST
MATERIALS COST
EQUIPMENT COST
UNIT
QTY.
LABOR COST
TOTAL COST
Concrete Works
cum
1
Cement
bag
9.00
245.00
2,205.00
771.75
Sand
cum
0.50
1,080.00
540.00
189.00
729.00
Gravel
cum
1.00
1,625.00
1,625.00
568.75
2,193.75
10mm dia x 6m RSB
pc
13.00
200.00
2,600.00
910.00
3,510.00
12mm dia x 6m RSB
pc
4.00
277.00
1,108.00
387.80
1,495.80
#16 GI Tie Wire
kg
1.00
100.00
100.00
35.00
135.00
18" x 27 1/2" 3" thk.Piedra Pinoy Pavers
pc
15
675.00
10,125.00
3,543.75
13,668.75
pack
3
55.00
165.00
57.75
222.75
REPLACEMENT OF PLANTBOX AND EXTENDING IT TO A GRAND STAIR
Grout ( 5 kls.per pack )
2,976.75
LAYING OF PIEDRA PINOY ON STAIRS ALONG CALDERON STREET
18" x 27 1/2" 3" thk.Piedra Pinoy Pavers Grout ( 5 kls.per pack )
pc
75.00
675.00
50,625.00
17,718.75
68,343.75
pack
5.00
55.00
275.00
96.25
371.25
DEMOLITION AND RECONSTRUCTION OF ADOBE FENCE WITH LINTEL BEAM FROM GL 10-12 cum 9.07 Volume to be demolished
Labor (Demolition and Reconstruction ): 1- Foreman @ 1,100.00
= P 1,100.00
day
8.00
1,100.00
8,800.00
8,800.00
2- Skilled Workers @ 850.00
= P 1,700.00
day
8.00
1,700.00
13,600.00
13,600.00
4- Unskilled Workers @ 650.00 = P 2,600.00
day
8.00
2,600.00
20,800.00
20,800.00
RECONSTRUCTION OF ADOBE FENCE
Concrete works
cum
8" x 8" x 6" thk. Adobe Blocks
sqm
15.12
550.00
8,316.00
2,910.60
11,226.60
Cement
bag
40
245.00
9,800.00
3,430.00
13,230.00
Sand
cum
3.5
1,080.00
3,780.00
1,323.00
5,103.00
Gravel
cum
4.00
1,625.00
6,500.00
2,275.00
8,775.00
12mm dia x 6m RSB
pc
30.00
277.00
8,310.00
2,908.50
11,218.50
10mm dia x 6m RSB
pc
35.00
200.00
7,000.00
2,450.00
9,450.00
#16 GI Tie Wire
kg
2
100.00
200.00
70.00
270.00
cum
0.224
1,625.00
364.00
127.40
491.40
Crushed Adobe
bag
20
150.00
3,000.00
1,050.00
4,050.00
Cement
bag
5
245.00
1,225.00
428.75
1,653.75
cum
1.71
3" thk. Gravel Bedding
4.30
For Synthetic Adobe Plaster Finish:
SIDE WALL AND COLUMN ALONG GRAND STAIRS RIGHT SIDE
Volume to be demolished
Labor (Demolition,disposal and reinstallation of gate): day
3.00
1,100.00
3,300.00
3,300.00
= P 1,700.00
day
3.00
1,700.00
5,100.00
5,100.00
2- Unskilled Workers @ 650.00 = P 1,300.00
day
3.00
1,300.00
3,900.00
3,900.00
1- Dumptruck @ 10,850.00 per day
day
1.00
10,850.00
Concrete Works
cum
0.95
Cement
bag
9.00
245.00
2,205.00
771.75
Sand
cum
0.48
1,080.00
513.00
179.55
692.55
Gravel
cum
0.95
1,625.00
1,543.75
540.31
2,084.06
10mm dia x 6m RSB
pc
14.00
200.00
2,800.00
980.00
3,780.00
12mm dia x 6m RSB
pc
3.00
277.00
831.00
290.85
1,121.85
#16 GI Tie Wire
kg
1
100.00
100.00
35.00
135.00
cum
0.16
1,625.00
260.00
91.00
351.00
1,950.00 600.00 277.00
682.50 210.00 96.95
2,632.50 810.00 373.95
1- Foreman @ 1,100.00 2- Skilled Workers @ 850.00
= P 1,100.00
Equipment
3" thk. Gravel Bedding
10,850.00
10,850.00
2,976.75
Masonry Works Area 4" thk. CHB 10mm dia x 6m RSB 12mm dia x 6m RSB
sqm
10.22
pc
130.00
15.00
pc pc
3.00 1.00
200.00 277.00
2.00
#16 GI Tie Wire
kg
100.00
200.00
70.00
270.00
Crushed Adobe
bag
10
150.00
1,500.00
525.00
2,025.00
Grout ( 5 kls.per pack )
pack
2
55.00
110.00
38.50
148.50
SUB-TOTAL I - SUB-TOTAL II
=
SUB-TOTAL II
270,390.21
TOTAL ADDITIVE
181,437.46
TOTAL ADDITIVE INCL. MARK-UP & 5% VAT Prepared and Submitted by:
Noted by:
Engr. Fritz D. Natividad Project Engineer
Michelle Stephanie Ann F. Umali Owner/General Manager
232,421.39
ITEM NO.
DESCRIPTION South Constructech Inc.
UNIT
QTY.
UNIT COST
MATERIALS COST
South Constructech Inc.
EQUIPMENT COST
LABOR COST
TOTAL COST
PROJECT LOCATION DURATION
: : :
IMPROVEMENT OF STA. ANA CHURCH Sta. Ana Church,Sta.Ana, Manila 90 Calendar Days S U M M A R Y
O F
C O S T
ITEM NO. SCOPE OF WORKS A. DEDUCTIVE I. REPAIR ADOBE FENCE AND GATE @ GL.02-03 II.
MATERIALS
LABOR 41,000.00
CENTER PLANTBOX
19,225.00 19,225.00 DEDUCTIVE COST
B. III.
ADDITIVE REMOVAL OF PLANT BOX AT THE CENTER OF THE STAIRS ALONG PANADEROS STREET AND PLANT BOX ALONG THE ADOBE FENCE
IV.
PAINTING OF ARCH AT NEW PANADEROS STREET
V.
REPLACEMENT OF PLANTBOX AND EXTENDING IT TO A GRAND STAIR
VI.
LAYING OF PIEDRA PINOY ON STAIRS ALONG CALDERON STREET
VII.
DEMOLITION AND RECONSTRUCTION OF ADOBE FENCE FROM GL 10-12
VIII
%
35%
6,728.75 47,728.75
EQUIPMENT 21700.00
21,700.00
88,653.75
20,500.00
3,240.00
35%
1,134.00
18,468.00
35%
6,463.80
50,900.00 35%
17,815.00
36,980.00
35%
12,889.75
35%
SIDE WALL AND COLUMN ALONG GRAND STAIRS (RIGHT SIDE)
122,477.75 ADDITIONAL COST
273,894.96
TOTAL ADDITIVE TOTAL ADDITIVE INCL. MARK-UP & 5% VAT
185,241.21 237,293.99
43,200.00 12,943.00 12,300.00 4,511.41 118,867.21
Prepared and Submitted by:
Noted by:
Engr. Fritz D. Natividad Project Engineer South Constructech Inc.
Michelle Stephanie Ann F. Umali Owner/General Manager South Constructech Inc.
21700.00
10850.00
32,550.00
Related Documents
Set The Fury Of Egypt
February 2021 0
Installation For Generator Set
January 2021 1
Wrath Of The Immortals Boxed Set
January 2021 0
Instruction Set Of 8085
January 2021 1
The Ruins Of Undermountain Ii The Deep Levels Boxed Set
February 2021 0More Documents from "Wailslake"
C-wd01-wood Veneer.pdf
January 2021 1
Letter For Progress Billing Laoac V2
January 2021 1
