Scribd
Upload
33 views19 pages

Steel Comparison

The document outlines the structural components and materials for the One Sunhope Tower project, detailing various substructures, floors, and their respective specifications. It includes information on rebar requirements, weights, and estimates for different sections of the building from the foundation to the fifth floor. The project is managed by Rong Qiao Construction Corp, located in Sampaloc, Manila.

Uploaded by

Levi Leonardo Abayon Junior
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLSX, PDF, TXT or read online on Scribd
33 views19 pages

Steel Comparison

The document outlines the structural components and materials for the One Sunhope Tower project, detailing various substructures, floors, and their respective specifications. It includes information on rebar requirements, weights, and estimates for different sections of the building from the foundation to the fifth floor. The project is managed by Rong Qiao Construction Corp, located in Sampaloc, Manila.

Uploaded by

Levi Leonardo Abayon Junior
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLSX, PDF, TXT or read online on Scribd
You are on page 1/ 19

A.

SUBSTRUCTURES

1 BORED PILE CAP (BPC)


a. Grade 60 (12mmØ - above)
1.1 BCP-1
1.2 BCP-2
1.3 BCP-3
1.4 BCP-3A
1.5 BCP-4
1.6 BCP-4A
1.7 BCP-5
2 BORED PILE
a. Grade 60 (12mmØ - above)
2.1 BP-1
2.2 BP-2
2.3 BP-3
b. Grade 40 (10mmØ - below)
2.1 BP-1
2.2 BP-2
2.3 BP-3
3 STRAP/GROUND BEAMS
a. Grade 60 (12mmØ - above)
3.1 GF
b. Grade 40 (10mmØ - below)
3.1 GF
4 SLAB ON GRADE
a. Grade 60 (12mmØ - above)
4.1 Cistern Tank
4.2 STP
4.3 Elevator Pit
5 REINFORCED CONCRETE WALL
a. Grade 60 (12mmØ - above)
5.1 Cistern Tank
5.2 STP
5.3 Elevator Pit
6 COLUMN
a. Grade 60 (12mmØ - above)
6.1 C-1
6.2 C-2
6.3 C-3
6.4 C-4
6.5 C-5
7 SHEAR WALL
a. Grade 60 (12mmØ - above)
7.1 Shearwall - 1
7.2 Shearwall - 2
7.3 Shearwall - 3

A- Sub-Total (SUBSTRUCTURES)

B. GROUND FLOOR - SECOND FLOOR

1 STRAP/GROUND BEAMS
a. Grade 60 (12mmØ - above)
1.1 Beams
1.2 Girders
2 SLAB ON GRADE
a. Grade 40 (10mmØ - below)
2.1 GF SOG
3 SUSPENDED SLAB
a. Grade 60 (12mmØ - above)
3.1 Cistern Tank
3.2 STP
3.3 Elevator Pit
3 COLUMN
a. Grade 60 (12mmØ - above)
3.1 C-1
3.2 C-2
3.3 C-3
3.4 C-4
3.5 C-5
4 SHEAR WALL
a. Grade 60 (12mmØ - above)
4.1 Shearwall - 1
4.2 Shearwall - 2
4.3 Shearwall - 3
5 FIRE EXIT STAIRS
a. Grade 60 (12mmØ - above)
5.1 FES 1
5.2 FES 2
b. Grade 40 (10mmØ - below)
5.1 FES 1
5.2 FES 2

B - Sub-Total (GROUND FLOOR - SECOND FLOOR)

C. SECOND FLOOR - THIRD FLOOR


1 BEAMS & GIRDERS
a. Grade 60 (12mmØ - above)
1.1 Beams
1.2 Girders
2 SUSPENDED SLAB
a. Grade 40 (10mmØ - below)
2.1 Suspended Slab
3 COLUMN
a. Grade 60 (12mmØ - above)
3.1 C-1
3.2 C-2
3.3 C-3
3.4 C-4
3.5 C-5
4 SHEAR WALL
a. Grade 60 (12mmØ - above)
4.1 Shearwall - 1
4.2 Shearwall - 2
4.3 Shearwall - 3
5 FIRE EXIT STAIRS
a. Grade 60 (12mmØ - above)
5.1 FES 1
5.2 FES 2
b. Grade 40 (10mmØ - below)
5.1 FES 1
5.2 FES 2

C - Sub-Total (SECOND FLOOR - THIRD FLOOR)

D. THIRD FLOOR - FOURTH FLOOR

1 BEAMS & GIRDERS


a. Grade 60 (12mmØ - above)
1.1 Beams
1.2 Girders
2 SUSPENDED SLAB
a. Grade 40 (10mmØ - below)
2.1 Suspended Slab
3 COLUMN
a. Grade 60 (12mmØ - above)
3.1 C-1
3.2 C-2
3.3 C-3
3.4 C-4
3.5 C-5
4 SHEAR WALL
a. Grade 60 (12mmØ - above)
4.1 Shearwall - 1
4.2 Shearwall - 2
4.3 Shearwall - 3
5 FIRE EXIT STAIRS
a. Grade 60 (12mmØ - above)
5.1 FES 1
5.2 FES 2
b. Grade 40 (10mmØ - below)
5.1 FES 1
5.2 FES 2

D - Sub-Total (THIRD FLOOR - FOURTH FLOOR)

E. FOURTH FLOOR - FIFTH FLOOR

1 BEAMS & GIRDERS


a. Grade 60 (12mmØ - above)
1.1 Beams
1.2 Girders
2 SUSPENDED SLAB
a. Grade 40 (10mmØ - below)
2.1 Suspended Slab
3 COLUMN
a. Grade 60 (12mmØ - above)
3.1 C-1
3.2 C-2
3.3 C-3
3.4 C-4
3.5 C-5
4 SHEAR WALL
a. Grade 60 (12mmØ - above)
4.1 Shearwall - 1
4.2 Shearwall - 2
4.3 Shearwall - 3
5 FIRE EXIT STAIRS
a. Grade 60 (12mmØ - above)
5.1 FES 1
5.2 FES 2
b. Grade 40 (10mmØ - below)
5.1 FES 1
5.2 FES 2
LEVI Ronald request RQCC GROUND TO 5TH FLOOR

BAR DIAMETER
(mm)
32MM X 9M
59,141.83 28MM X 12M
31,220.04 28MM X 9M
38,041.11 25MM X 12M
19,020.55 20MM X 12
14,108.67 12MM X 12M
14,108.67 10MM X 12M
24,214.86

FOUNDATION FIRST BATCH

BAR DIAMETER
(mm)
32MM X 9M
28MM X 12M
28MM X 9M
25MM X 12M
20MM X 12
12MM X 12M
17,332.37 10MM X 12M
36MM X 12
2,178.95

FOUNDATION 2ND BATCH


4,164.61
1,599.74 BAR DIAMETER
1,314.33 (mm)
32MM X 9M
28MM X 12M
17,793.27 28MM X 9M
8,490.49 25MM X 12M
1,238.04 20MM X 12
12MM X 12M
10MM X 12M
10,427.91 36MM X 12
9,702.45
8,638.49
26,534.00
15,104.30 TOTAL WEIGHT FOUNDATION TO 5TH FLOOR
34,484.04 REBAR ESTIMATE SUMMARY
9,316.41
8,949.39 PROJECT: ONE SUNHOPE TOWER
377,124.50 827,724.29 LOCATION: SAMPALOC MANILA
CONTRACTOR: RONG QIAO CONSTRUCTION CORP
SUBJECT: REBAR REQUEST FOR FOUNDATION
DATE:
SUMMARY TOTAL FOR FOUNDATION
DIAMETER (mm)

4,206.29
19,631.16 10
12
16
4,190.46 20
25
28
5,399.02 32
619.89 36
2,073.91
TOTAL

7,948.40 SUMMARY TOTAL


4,451.89 PROJECT: ONE SUNHOPE TOWER
4,007.54 LOCATION: SAMPALOC MANILA
12,010.05 CONTRACTOR: RONG QIAO CONSTRUCTION CORP
6,874.71 SUBJECT: REBAR REQUEST FOR FOUNDATION TO
DATE:
SUMMARY TOTAL FOR FOUNDATION TO GROUND
25,302.45 DIAMETER (mm)
6,661.04
6,661.04
10
12
175.45 16
175.45 20
25
701.80 28
701.80 32
111,792.35 36

TOTAL
SUMMARY TOTAL

5,461.97 PROJECT: ONE SUNHOPE TOWER


15,301.19 LOCATION: SAMPALOC MANILA
CONTRACTOR: RONG QIAO CONSTRUCTION CORP
SUBJECT: REBAR REQUEST GROUND FLOOR TO 2N
11,307.47 DATE:

DIAMETER (mm)
9,361.45
5,243.34
4,720.00 10
14,145.17 12
8,096.88 16
20
25
29,800.21 28
7,886.49 32
7,886.49 36

TOTAL
188.21
188.21
REBAR ESTIMATE SUMMARY
752.84
752.84 PROJECT: ONE SUNHOPE TOWER
121,092.75 LOCATION: SAMPALOC MANILA
CONTRACTOR: RONG QIAO CONSTRUCTION CORP
SUBJECT: REBAR REQUEST 2ND FLOOR TO 3RD FL
DATE:

DIAMETER (mm)

5,949.54
17,789.36 10
12
16
11,307.47 20
25
28
9,361.45 32
5,243.34 36
4,720.00
14,145.17 TOTAL
8,096.88
SUMMARY TOTAL
22,994.71
5,769.22 PROJECT: ONE SUNHOPE TOWER
5,769.22 LOCATION: SAMPALOC MANILA
CONTRACTOR: RONG QIAO CONSTRUCTION CORP
SUBJECT: REBAR REQUEST 3RD TO 4TH FLOOR
188.21 DATE:
188.21
DIAMETER (mm)
752.84
752.84
113,028.46 10
12
16
20
25
28
32
3,908.91 36
11,897.05
TOTAL

11,505.84
REBAR ESTIMATE SUMMARY

9,361.45 PROJECT: ONE SUNHOPE TOWER


5,085.25 LOCATION: SAMPALOC MANILA
4,581.67 CONTRACTOR: RONG QIAO CONSTRUCTION CORP
13,833.92 SUBJECT: REBAR REQUEST 4TH FLOOR TO 5TH FLO
8,096.88 DATE:
SUMMARY TOTAL FOR 4TH FLOOR TO 5TH FLOOR
DIAMETER (mm)
22,994.71
5,769.22
5,769.22 10
12
16
188.21 20
188.21 25
28
752.84 32
752.84 36
104,686.23
TOTAL
REBAR ESTIMATE SUMMARY

PROJECT: ONE SUNHOPE TOWER


LOCATION: SAMPALOC MANILA
CONTRACTOR: RONG QIAO CONSTRUCTION CORP
SUBJECT: REBAR REQUEST 5TH FLOOR TO 6TH FLO
DATE:

DIAMETER (mm)

10
12
16
20
25
28
32
36

TOTAL

Grand Total Foundation to fifth floor


DIAMETER (mm)

10
12
16
20
25
28
32
36

TOTAL
TO 5TH FLOOR

weight
LOCATIONS per pc
TOTAL
COLUMN BEAMS SLAB ELEVATOR STP (kg)
1,428.00 280.00 1,708.00 75.72
480.00 480.00 57.96
373.00 373.00 43.47
1,464.00 1,464.00 46.20
604.00 604.00 29.64
5,065.00 1,896.00 1,850.00 905.00 980.00 10,696.00 10.68
718.00 1,488.00 1,528.00 1,900.00 5,634.00 7.44
TOTAL WEIGHT (kg)

TION FIRST BATCH

weight
LOCATIONS per pc
TOTAL
COL./SHEARWALL TIE BEAMS SLAB PILE CAP CISTERNSTP (kg)
400.00 400.00 75.72
240.00 160.00 400.00 57.96
300.00 373.00 673.00 43.47
1,464.00 1,464.00 46.20
400.00 400.00 29.64
2,000.00 800.00 1,200.00 4,000.00 10.68
718.00 2,000.00 2,718.00 7.44
700.00 700.00 95.88
TOTAL WEIGHT (kg)

TION 2ND BATCH

weight
LOCATIONS per pc
TOTAL
COL./SHEARWALL TIE BEAMS SLAB PILE CAP CISTERNSTP (kg)
350.00 350.00 75.72
360.00 120.00 480.00 57.96
300.00 373.00 673.00 43.47
- 46.20
- 29.64
1,000.00 800.00 1,200.00 3,000.00 10.68
2,000.00 2,000.00 7.44
764.00 764.00 95.88
TOTAL WEIGHT (kg)

WEIGHT FOUNDATION TO 5TH FLOOR


TIMATE SUMMARY

ONE SUNHOPE TOWER


N: SAMPALOC MANILA
TOR: RONG QIAO CONSTRUCTION CORP.
REBAR REQUEST FOR FOUNDATION

Y TOTAL FOR FOUNDATION


GRADE COMMERCIAL LENGTH UNIT WEIG
6 7.5 9 10.5 12
0 0 0 0 0
grade 40 0 0 0 0 300 0.616616
grade 60 0 200 780 0 1440 0.887927
grade 60 0 0 0 0 770 1.578537
grade 60 0 100 0 60 0 2.466464
grade 60 0 0 0 0 0 3.853851
grade 60 0 85 210 410 160 4.83427
grade 60 0 820 95 630 75 6.314149
grade 60 0 300 840 680 380 7.991345

ONE SUNHOPE TOWER


N: SAMPALOC MANILA
TOR: RONG QIAO CONSTRUCTION CORP.
REBAR REQUEST FOR FOUNDATION TO GROUND FLOOR

Y TOTAL FOR FOUNDATION TO GROUND FLOOR


GRADE COMMERCIAL LENGTH UNIT WEIG
6 7.5 9 10.5 12
0 0 0 0 0
grade 40 0 0 0 0 1200 0.616616
grade 60 0 0 0 0 3250 0.887927
grade 60 0 0 0 0 0 1.578537
grade 60 0 160 0 80 0 2.466464
grade 60 0 100 120 150 50 3.853851
grade 60 0 0 0 30 0 4.83427
grade 60 0 0 0 680 0 6.314149
grade 60 0 0 0 0 0 7.991345
ONE SUNHOPE TOWER
N: SAMPALOC MANILA
TOR: RONG QIAO CONSTRUCTION CORP.
REBAR REQUEST GROUND FLOOR TO 2ND FLOOR

GRADE COMMERCIAL LENGTH UNIT WEIG


6 7.5 9 10.5 12
0 0 0 0 0
grade 40 0 0 0 0 1650 0.616616
grade 60 0 0 0 0 2650 0.887927
grade 60 0 0 0 0 20 1.578537
grade 60 0 190 0 100 5 2.466464
grade 60 0 100 120 150 50 3.853851
grade 60 0 0 0 30 0 4.83427
grade 60 0 0 0 670 0 6.314149
grade 60 0 0 0 0 0 7.991345

TIMATE SUMMARY

ONE SUNHOPE TOWER


N: SAMPALOC MANILA
TOR: RONG QIAO CONSTRUCTION CORP.
REBAR REQUEST 2ND FLOOR TO 3RD FLOOR

GRADE COMMERCIAL LENGTH UNIT WEIG


6 7.5 9 10.5 12
0 0 0 0 0
grade 40 0 0 0 0 1650 0.616616
grade 60 0 0 0 0 2900 0.887927
grade 60 0 0 0 0 20 1.578537
grade 60 0 220 0 110 0 2.466464
grade 60 0 120 150 200 145 3.853851
grade 60 0 0 0 0 30 4.83427
grade 60 0 0 0 500 20 6.314149
grade 60 0 0 0 0 0 7.991345
0 0 0 0 0
ONE SUNHOPE TOWER
N: SAMPALOC MANILA
TOR: RONG QIAO CONSTRUCTION CORP.
REBAR REQUEST 3RD TO 4TH FLOOR

GRADE COMMERCIAL LENGTH UNIT WEIG


6 7.5 9 10.5 12
0 0 0 0 0
grade 40 0 0 0 0 1650 0.616616
grade 60 0 0 0 0 2900 0.887927
grade 60 0 0 0 0 15 1.578537
grade 60 0 220 0 115 0 2.466464
grade 60 0 110 150 200 80 3.853851
grade 60 0 0 0 0 30 4.83427
grade 60 0 0 0 0 520 6.314149
grade 60 0 0 0 0 0 7.991345
0 0 0 0 0

STIMATE SUMMARY

ONE SUNHOPE TOWER


N: SAMPALOC MANILA
TOR: RONG QIAO CONSTRUCTION CORP.
REBAR REQUEST 4TH FLOOR TO 5TH FLOOR

Y TOTAL FOR 4TH FLOOR TO 5TH FLOOR


GRADE COMMERCIAL LENGTH UNIT WEIG
6 7.5 9 10.5 12
0 0 0 0 0
grade 40 0 0 0 0 1650 0.616616
grade 60 0 0 0 0 2960 0.887927
grade 60 0 0 0 0 20 1.578537
grade 60 0 230 0 120 0 2.466464
grade 60 0 100 160 170 110 3.853851
grade 60 0 0 30 0 0 4.83427
grade 60 0 0 0 510 0 6.314149
grade 60 0 0 0 0 0 7.991345
STIMATE SUMMARY

ONE SUNHOPE TOWER


N: SAMPALOC MANILA
TOR: RONG QIAO CONSTRUCTION CORP.
REBAR REQUEST 5TH FLOOR TO 6TH FLOOR

GRADE COMMERCIAL LENGTH UNIT WEIG


6 7.5 9 10.5 12
0 0 0 0 0
grade 40 0 0 0 0 1600 0.616616
grade 60 0 0 0 0 2960 0.887927
grade 60 0 0 0 0 0 1.578537
grade 60 0 220 0 110 0 2.466464
grade 60 0 100 160 170 110 3.853851
grade 60 0 0 30 0 0 4.83427
grade 60 0 0 510 0 0 6.314149
grade 60 0 0 0 0 0 7.991345

Total Foundation to fifth floor


GRADE COMMERCIAL LENGTH UNIT WEIG
6 7.5 9 10.5 12
0 0 0 0 0
grade 40 0 0 0 0 9700 0.616616
grade 60 0 200 780 0 19060 0.887927
grade 60 0 0 0 0 845 1.578537
grade 60 0 1340 0 695 5 2.466464
grade 60 0 630 860 1040 545 3.853851
grade 60 0 85 270 470 220 4.83427
grade 60 0 820 605 2990 615 6.314149
grade 60 0 300 840 680 380 7.991345
COMMERCIAL
WEIGHT
(kg)
129,329.76
27,820.80
16,214.31
67,636.80
17,902.56
114,233.28
41,916.96
415,054.47

COMMERCIAL
WEIGHT
(kg)
30,288.00
23,184.00
29,255.31
67,636.80
11,856.00
42,720.00
20,221.92
67,116.00
292,278.03

COMMERCIAL
WEIGHT
(kg)
26,502.00
27,820.80
29,255.31
-
-
32,040.00
14,880.00
73,252.32
203,750.43

911,082.93
COMMERCIAL WEIGHT

2219.8179531
22908.521276
14585.6838305
3403.72086142
0
42311.950004
91681.4412203
171893.823016

349004.958162

COMMERCIAL WEIGHT

8879.2718124
34629.1600684
0
5031.58736036
15434.6717051
1522.79511583
45083.0227488
0

110580.508811
COMMERCIAL WEIGHT

12208.9987421
28236.0843634
378.848930662
6252.48723457
15434.6717051
1522.79511583
44420.0371202
0

108453.923212

COMMERCIAL WEIGHT

12208.9987421
30899.8659072
378.848930662
6918.4326205
23469.9502333
1740.33727523
34664.6771556
0

110281.110864
COMMERCIAL WEIGHT

12208.9987421
30899.8659072
284.136697997
7047.92200109
20174.9079592
1740.33727523
39400.2887889
0

111756.457372

COMMERCIAL WEIGHT

12208.9987421
31539.1734776
378.848930662
7362.39621112
20406.1389959
1305.25295642
33812.2670616
0

107013.076375
COMMERCIAL WEIGHT

11839.0290832
31539.1734776
0
6918.4326205
20406.1389959
1305.25295642
28981.9431957
0

100989.970329

COMMERCIAL WEIGHT

71774.11
210651.84
16006.37
42934.98
115326.48
51448.72
318043.68
171893.82

998,080.01

You might also like