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    BBS - Substation Boxcut Facilities + Transformer 1500 KVA

    Uploaded by

    rony 2222
    This document provides a bar bending schedule and quantity for a substation decline facilities project. It lists 22 bar marks with information on the member name, bar size, number of bars, bar shape dimensions and length for each bar. The schedule includes bars for transformers, columns, and slabs/roofs of various sizes.

    Copyright:

    © All Rights Reserved
    Download as XLSX, PDF, TXT or read online from Scribd

    BBS - Substation Boxcut Facilities + Transformer 1500 KVA

    Uploaded by

    rony 2222
    139 views21 pages
    This document provides a bar bending schedule and quantity for a substation decline facilities project. It lists 22 bar marks with information on the member name, bar size, number of bars, bar shape dimensions and length for each bar. The schedule includes bars for transformers, columns, and slabs/roofs of various sizes.

    Original Description:

    BBS

    Original Title

    BBS - Substation Boxcut facilities + transformer 1500 KVA

    Copyright

    © © All Rights Reserved

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    XLSX, PDF, TXT or read online from Scribd

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    This document provides a bar bending schedule and quantity for a substation decline facilities project. It lists 22 bar marks with information on the member name, bar size, number of bars, bar shape dimensions and length for each bar. The schedule includes bars for transformers, columns, and slabs/roofs of various sizes.

    Copyright:

    © All Rights Reserved
    Download as XLSX, PDF, TXT or read online from Scribd
    Download as xlsx, pdf, or txt
    139 views21 pages

    BBS - Substation Boxcut Facilities + Transformer 1500 KVA

    Uploaded by

    rony 2222
    This document provides a bar bending schedule and quantity for a substation decline facilities project. It lists 22 bar marks with information on the member name, bar size, number of bars, bar shape dimensions and length for each bar. The schedule includes bars for transformers, columns, and slabs/roofs of various sizes.

    Copyright:

    © All Rights Reserved
    Download as XLSX, PDF, TXT or read online from Scribd
    Download as xlsx, pdf, or txt
    of 21

    BAR BENDING SCHEDULE & QUANTITY

    Project : Substation Decline Facilities


    Sub Project :
    Location project : Decline Project Facilities
    Drawing Reference BSI-DEC-DWG-CS-170_0 - Decline Exploration Project - Substation, Transformer 7500KVA & 800KVA - Plan View & Section
    BSI-DEC-DWG-CS-171_0 - Decline Exploration Project - Substation, Transformer 7500KVA & 800KVA - Foundation Plan
    BSI-DEC-DWG-CS-172_0 - Decline Exploration Project - Substation, Transformer 7500KVA & 800KVA - Slab & Roof Plan

    No. of Bar in each A B C D E Length of


    Member Name Bar Mark Size, Bar dia dia (mm) Shape Each Bar
    Qty Ea. Total mm mm mm mm mm (mm)
    Transformer 7500 KVA = 1 ea. (3600 x 3700 x 1200)

    Tul Utama
    SSBOC 1 atas 3600 D- 19 19 30 1 3,450 1,000 - - - 5,450

    Tul Utama
    SSBOC 2 atas 3700 D- 19 19 29 1 3,550 1,000 - - - 5,550

    Tul Utama
    SSBOC 3 bawah 3600 D- 25 25 30 1 3,450 1,000 - - - 5,450

    Tul Utama
    SSBOC 4 bawah 3700 D- 25 25 29 1 3,550 1,000 - - - 5,550

    Tul Pembagi
    SSBOC 5 3700 D- 13 13 3 1 3,500 3,400 400 - - 7,300

    Tul Pembagi
    SSBOC 6 3700 D- 13 13 3 1 3,500 3,400 400 - - 7,300

    Transformer 800 KVA = 1 ea. (1900 x 2500 x 600)

    Tul Utama
    SSBOC 7 atas 1900 D- 13 13 20 1 1,750 412 - - - 2,574

    1 of 21 380089201.xlsx
    BAR BENDING SCHEDULE & QUANTITY
    Project : Substation Decline Facilities
    Sub Project :
    Location project : Decline Project Facilities
    Drawing Reference BSI-DEC-DWG-CS-170_0 - Decline Exploration Project - Substation, Transformer 7500KVA & 800KVA - Plan View & Section
    BSI-DEC-DWG-CS-171_0 - Decline Exploration Project - Substation, Transformer 7500KVA & 800KVA - Foundation Plan
    BSI-DEC-DWG-CS-172_0 - Decline Exploration Project - Substation, Transformer 7500KVA & 800KVA - Slab & Roof Plan

    No. of Bar in each A B C D E Length of


    Member Name Bar Mark Size, Bar dia dia (mm) Shape Each Bar
    Qty Ea. Total mm mm mm mm mm (mm)

    Tul Utama
    SSBOC 8 atas 2500 D- 13 13 15 1 2,350 412 - - - 3,174

    Tul Utama
    SSBOC 9 bawah 1900 D- 19 19 20 1 1,750 412 - - - 2,574

    Tul Utama
    SSBOC 10 bawah 2500 D- 19 19 15 1 2,350 412 - - - 3,174

    Tul Pembagi
    SSBOC 11 1900 D- 13 13 3 1 1,712 2,300 400 - - 4,412

    Tul Pembagi
    SSBOC 12 1900 D- 13 13 3 1 1,712 2,300 400 - - 4,412

    Column F1 = 2 ea. (1200x1200x300)

    Tul Utama
    SSBOC 13 atas & Bawah D- 13 13 8 2 1,050 150 - - - 1,350

    starter bar kolom


    SSBOC 14 (pendek) D- 13 13 8 2 2,600 200 - - - 2,800

    2 of 21 380089201.xlsx
    BAR BENDING SCHEDULE & QUANTITY
    Project : Substation Decline Facilities
    Sub Project :
    Location project : Decline Project Facilities
    Drawing Reference BSI-DEC-DWG-CS-170_0 - Decline Exploration Project - Substation, Transformer 7500KVA & 800KVA - Plan View & Section
    BSI-DEC-DWG-CS-171_0 - Decline Exploration Project - Substation, Transformer 7500KVA & 800KVA - Foundation Plan
    BSI-DEC-DWG-CS-172_0 - Decline Exploration Project - Substation, Transformer 7500KVA & 800KVA - Slab & Roof Plan

    No. of Bar in each A B C D E Length of


    Member Name Bar Mark Size, Bar dia dia (mm) Shape Each Bar
    Qty Ea. Total mm mm mm mm mm (mm)

    Tul kolom
    SSBOC 15 (sambungan D- 13 13 8 2 3,450 400 - - - 3,850
    atas)

    SSBOC 16 Begel kolom D- 10 10 32 2 290 90 60 - - 880

    Column C2 = 2 ea.

    starter bar kolom


    SSBOC 17 (pendek) D- 13 13 6 2 650 200 - - - 850

    Tul kolom
    SSBOC 18 (sambungan D- 13 13 4 2 3,450 400 - - - 3,850
    atas)

    SSBOC 19 Begel kolom D- 10 10 3 2 290 90 60 - - 880

    Column C3 = 1 ea.

    starter bar kolom


    SSBOC 20 (pendek) D- 8 8 4 1 400 150 - - - 550

    Tul kolom
    SSBOC 21 (sambungan no D- 8 8 4 1 3,975 200 - - 4,175
    8)

    3 of 21 380089201.xlsx
    BAR BENDING SCHEDULE & QUANTITY
    Project : Substation Decline Facilities
    Sub Project :
    Location project : Decline Project Facilities
    Drawing Reference BSI-DEC-DWG-CS-170_0 - Decline Exploration Project - Substation, Transformer 7500KVA & 800KVA - Plan View & Section
    BSI-DEC-DWG-CS-171_0 - Decline Exploration Project - Substation, Transformer 7500KVA & 800KVA - Foundation Plan
    BSI-DEC-DWG-CS-172_0 - Decline Exploration Project - Substation, Transformer 7500KVA & 800KVA - Slab & Roof Plan

    No. of Bar in each A B C D E Length of


    Member Name Bar Mark Size, Bar dia dia (mm) Shape Each Bar
    Qty Ea. Total mm mm mm mm mm (mm)

    SSBOC 22 Begel kolom D- 8 8 2 1 100 100 60 - - 520

    Tie Beam, TB-1, dimension: 200/350, L=3000 mm, = 1 ea.

    Tulangan Utama
    SSBOC 23 atas & Bawah D- 13 13 2 1 3,100 400 - - - 3,900

    Tulangan Utama
    SSBOC 24 atas & Bawah D- 13 13 2 1 2,900 400 - - - 3,700

    Begel sloof jarak


    SSBOC 25 100 D- 10 10 16 1 250 100 60 - - 820

    Begel sloof jarak


    SSBOC 26 200 D- 10 10 15 1 250 100 60 - - 820

    Tie Beam, TB-1, dimension: 200/350, L=4000 mm, = 2 ea.

    Tulangan Utama
    SSBOC 27 atas & Bawah D- 13 13 4 2 4,000 400 - - - 4,800

    Tulangan Utama
    SSBOC 28 atas & Bawah D- 13 13 4 2 3,900 400 - - - 4,700

    4 of 21 380089201.xlsx
    BAR BENDING SCHEDULE & QUANTITY
    Project : Substation Decline Facilities
    Sub Project :
    Location project : Decline Project Facilities
    Drawing Reference BSI-DEC-DWG-CS-170_0 - Decline Exploration Project - Substation, Transformer 7500KVA & 800KVA - Plan View & Section
    BSI-DEC-DWG-CS-171_0 - Decline Exploration Project - Substation, Transformer 7500KVA & 800KVA - Foundation Plan
    BSI-DEC-DWG-CS-172_0 - Decline Exploration Project - Substation, Transformer 7500KVA & 800KVA - Slab & Roof Plan

    No. of Bar in each A B C D E Length of


    Member Name Bar Mark Size, Bar dia dia (mm) Shape Each Bar
    Qty Ea. Total mm mm mm mm mm (mm)

    Begel sloof jarak


    SSBOC 29 100 D- 10 10 16 2 250 100 60 - - 820

    Begel sloof jarak


    SSBOC 30 200 D- 10 10 15 2 250 100 60 - - 820

    Stiffener cable pit

    SSBOC 31 Stiffener D- 13 13 38 1 200 200 - - - 400

    Vertical rebar untuk batako

    SSBOC 32 Starter bar Batako D- 10 10 17 1 700 50 - - - 750

    Vertical bar
    SSBOC 33 Batako D- 10 10 47 1 1,200 - - - 1,200

    Horizontal rebar untuk batako

    Horizontal bar
    SSBOC 34 Batako D- 10 10 6 1 1,695 - - - 1,695
    L=1775 mm

    5 of 21 380089201.xlsx
    BAR BENDING SCHEDULE & QUANTITY
    Project : Substation Decline Facilities
    Sub Project :
    Location project : Decline Project Facilities
    Drawing Reference BSI-DEC-DWG-CS-170_0 - Decline Exploration Project - Substation, Transformer 7500KVA & 800KVA - Plan View & Section
    BSI-DEC-DWG-CS-171_0 - Decline Exploration Project - Substation, Transformer 7500KVA & 800KVA - Foundation Plan
    BSI-DEC-DWG-CS-172_0 - Decline Exploration Project - Substation, Transformer 7500KVA & 800KVA - Slab & Roof Plan

    No. of Bar in each A B C D E Length of


    Member Name Bar Mark Size, Bar dia dia (mm) Shape Each Bar
    Qty Ea. Total mm mm mm mm mm (mm)

    Horizontal bar
    SSBOC 35 Batako D- 10 10 6 2 1,720 - - - 1,720
    L=1800 mm

    Horizontal bar
    SSBOC 36 Batako D- 10 10 6 1 2,370 - - - 2,370
    L=2450 mm

    Horizontal bar
    SSBOC 37 Batako D- 10 10 6 1 220 - - - 220
    L=300 mm

    Tie Beam, TB-4, dimension: 150/350, L=3000 mm, = 2 ea.

    Tulangan Utama
    SSBOC 38 atas & Bawah D- 16 16 2 2 3,070 400 - - - 3,870

    Tulangan Utama
    SSBOC 39 atas & Bawah D- 10 10 1 2 3,030 400 - - - 3,830

    Tulangan Utama
    SSBOC 40 atas & Bawah D- 16 16 2 2 3,070 400 - - - 3,870

    Tulangan Utama
    SSBOC 41 atas & Bawah D- 10 10 1 2 3,030 400 - - - 3,830

    6 of 21 380089201.xlsx
    BAR BENDING SCHEDULE & QUANTITY
    Project : Substation Decline Facilities
    Sub Project :
    Location project : Decline Project Facilities
    Drawing Reference BSI-DEC-DWG-CS-170_0 - Decline Exploration Project - Substation, Transformer 7500KVA & 800KVA - Plan View & Section
    BSI-DEC-DWG-CS-171_0 - Decline Exploration Project - Substation, Transformer 7500KVA & 800KVA - Foundation Plan
    BSI-DEC-DWG-CS-172_0 - Decline Exploration Project - Substation, Transformer 7500KVA & 800KVA - Slab & Roof Plan

    No. of Bar in each A B C D E Length of


    Member Name Bar Mark Size, Bar dia dia (mm) Shape Each Bar
    Qty Ea. Total mm mm mm mm mm (mm)

    Begel Tie beam


    SSBOC 41 jarak 100 D- 10 10 16 2 270 70 60 - - 800

    Begel Tie beam


    SSBOC 42 jarak 200 D- 10 10 8 2 270 70 60 - - 800

    Wall
    SSBOC 43 starter bar vertical D- 10 10 30 1 400 50 - - - 450

    Tie Beam, TB-4, dimension: 150/350, L=4000 mm, = 2 ea.

    Tulangan Utama
    SSBOC 44 atas & Bawah D- 16 16 2 2 3,985 400 - - - 4,785

    Tulangan Utama
    SSBOC 45 atas & Bawah D- 10 10 1 2 3,985 400 - - - 4,785

    Tulangan Utama
    SSBOC 46 atas & Bawah D- 16 16 2 2 3,985 400 - - - 4,785

    Tulangan Utama
    SSBOC 47 atas & Bawah D- 10 10 1 2 3,985 400 - - - 4,785

    7 of 21 380089201.xlsx
    BAR BENDING SCHEDULE & QUANTITY
    Project : Substation Decline Facilities
    Sub Project :
    Location project : Decline Project Facilities
    Drawing Reference BSI-DEC-DWG-CS-170_0 - Decline Exploration Project - Substation, Transformer 7500KVA & 800KVA - Plan View & Section
    BSI-DEC-DWG-CS-171_0 - Decline Exploration Project - Substation, Transformer 7500KVA & 800KVA - Foundation Plan
    BSI-DEC-DWG-CS-172_0 - Decline Exploration Project - Substation, Transformer 7500KVA & 800KVA - Slab & Roof Plan

    No. of Bar in each A B C D E Length of


    Member Name Bar Mark Size, Bar dia dia (mm) Shape Each Bar
    Qty Ea. Total mm mm mm mm mm (mm)

    Begel Tie beam


    SSBOC 47 jarak 100 D- 10 10 20 2 270 70 60 - - 800

    Begel Tie beam


    SSBOC 48 jarak 200 D- 10 10 10 2 270 70 60 - - 800

    Wall
    SSBOC 49 starter bar vertical D- 10 10 40 1 400 50 - - - 450

    Canopy (TB-3)

    SSBOC 50 Section 3 D- 13 13 9 1 1,575 200 50 - - 1,825

    SSBOC 51 Section 4 D- 13 13 9 1 1,700 200 50 - - 1,950

    Starter Bar roof

    SSBOC 52 Starter bar D- 13 13 70 1 400 400 - - - 800

    Parapet - Starter bars

    SSBOC 53 Wall Parapet D- 10 10 75 1 50 250 50 - - 350

    8 of 21 380089201.xlsx
    BAR BENDING SCHEDULE & QUANTITY
    Project : Substation Decline Facilities
    Sub Project :
    Location project : Decline Project Facilities
    Drawing Reference BSI-DEC-DWG-CS-170_0 - Decline Exploration Project - Substation, Transformer 7500KVA & 800KVA - Plan View & Section
    BSI-DEC-DWG-CS-171_0 - Decline Exploration Project - Substation, Transformer 7500KVA & 800KVA - Foundation Plan
    BSI-DEC-DWG-CS-172_0 - Decline Exploration Project - Substation, Transformer 7500KVA & 800KVA - Slab & Roof Plan

    No. of Bar in each A B C D E Length of


    Member Name Bar Mark Size, Bar dia dia (mm) Shape Each Bar
    Qty Ea. Total mm mm mm mm mm (mm)

    Pembagi Wall
    SSBOC 54 Parapet, L=3500 D- 10 10 1 1 2,900 300 - - 3,500
    mm

    Pembagi Wall
    SSBOC 55 Parapet, L=4000 D- 10 10 1 2 3,900 300 - - 4,500
    mm

    Sub Total :

    P- 8 D10 D13 D16 D19 D25


    - - - - - -

    9 of 21 380089201.xlsx
    Page
    Prepared AK
    Checked AP
    Rev. 0 Internal Rev. 0
    Rev. 0 Internal Rev. 0
    Rev. 0 Internal Rev. 0

    Date Prepared 2017-11-23

    Total Length UoM /12 Weight Total Weight


    (mm) m Kg/m (Kg)

    - - 2.23 -

    - - 2.23 -

    - - 3.85 -

    - - 3.85 -

    - - 1.04 -

    - - 1.04 -

    - - 1.04 -

    10 of 21 380089201.xlsx
    Page
    Prepared AK
    Checked AP
    Rev. 0 Internal Rev. 0
    Rev. 0 Internal Rev. 0
    Rev. 0 Internal Rev. 0

    Date Prepared 2017-11-23

    Total Length UoM /12 Weight Total Weight


    (mm) m Kg/m (Kg)

    - - 1.04 -

    - - 2.23 -

    - - 2.23 -

    - - 1.04 -

    - - 1.04 -

    - - 1.04 -

    - - 1.04 -

    11 of 21 380089201.xlsx
    Page
    Prepared AK
    Checked AP
    Rev. 0 Internal Rev. 0
    Rev. 0 Internal Rev. 0
    Rev. 0 Internal Rev. 0

    Date Prepared 2017-11-23

    Total Length UoM /12 Weight Total Weight


    (mm) m Kg/m (Kg)

    - - 1.04 -

    - - 0.62 -

    - - 1.04 -

    - - 1.04 -

    - - 0.62 -

    - - 0.39 -

    - - 0.39 -

    12 of 21 380089201.xlsx
    Page
    Prepared AK
    Checked AP
    Rev. 0 Internal Rev. 0
    Rev. 0 Internal Rev. 0
    Rev. 0 Internal Rev. 0

    Date Prepared 2017-11-23

    Total Length UoM /12 Weight Total Weight


    (mm) m Kg/m (Kg)

    - - 0.39 -

    - - 1.04 -

    - - 1.04 -

    - - 0.62 -

    - - 0.62 -

    - - 1.04 -

    - - 1.04 -

    13 of 21 380089201.xlsx
    Page
    Prepared AK
    Checked AP
    Rev. 0 Internal Rev. 0
    Rev. 0 Internal Rev. 0
    Rev. 0 Internal Rev. 0

    Date Prepared 2017-11-23

    Total Length UoM /12 Weight Total Weight


    (mm) m Kg/m (Kg)

    - - 0.62 -

    - - 0.62 -

    - - 1.04 -

    - - 0.62 -

    - - 0.62 -

    - - 0.62 -

    14 of 21 380089201.xlsx
    Page
    Prepared AK
    Checked AP
    Rev. 0 Internal Rev. 0
    Rev. 0 Internal Rev. 0
    Rev. 0 Internal Rev. 0

    Date Prepared 2017-11-23

    Total Length UoM /12 Weight Total Weight


    (mm) m Kg/m (Kg)

    - - 0.62 -

    - - 0.62 -

    - - 0.62 -

    - - 1.58 -

    - - 0.62 -

    - - 1.58 -

    - - 0.62 -

    15 of 21 380089201.xlsx
    Page
    Prepared AK
    Checked AP
    Rev. 0 Internal Rev. 0
    Rev. 0 Internal Rev. 0
    Rev. 0 Internal Rev. 0

    Date Prepared 2017-11-23

    Total Length UoM /12 Weight Total Weight


    (mm) m Kg/m (Kg)

    - - 0.62 -

    - - 0.62 -

    - - 0.62 -

    - - 1.58 -

    - - 0.62 -

    - - 1.58 -

    - - 0.62 -

    16 of 21 380089201.xlsx
    Page
    Prepared AK
    Checked AP
    Rev. 0 Internal Rev. 0
    Rev. 0 Internal Rev. 0
    Rev. 0 Internal Rev. 0

    Date Prepared 2017-11-23

    Total Length UoM /12 Weight Total Weight


    (mm) m Kg/m (Kg)

    - - 0.62 -

    - - 0.62 -

    - - 0.62 -

    - - 1.04 -

    - - 1.04 -

    - - 1.04 -

    - - 0.62 -

    17 of 21 380089201.xlsx
    Page
    Prepared AK
    Checked AP
    Rev. 0 Internal Rev. 0
    Rev. 0 Internal Rev. 0
    Rev. 0 Internal Rev. 0

    Date Prepared 2017-11-23

    Total Length UoM /12 Weight Total Weight


    (mm) m Kg/m (Kg)

    - - 0.62 -

    - - 0.62 -

    Sub Total : Lgh@12m Kg

    D32
    -

    18 of 21 380089201.xlsx
    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 31 32

    33 34 35 36
    No Member Description

    1 B Beam, Sloof

    2 C Column

    3 P Pedestal

    4 L Ligs (begel)

    5 S Slab & Foot plate

    6 Sb Starter Bar,

    7 W Wall

    8 Wr Wiremesh

    9 A Anchor Bolt

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