monthly report per 20 mar 14

PUSRI II-B PROJECT

2000 MTPD AMMONIA / 2750 MTPD UREA PLANT

PT. PUPUK SRIWIDJADJA (Persero) PALEMBANG

JOB NO : PLP.9.13.002

PT. REKAYASA INDUSTRI (Persero)

LAPORAN BULANAN

No. 005

PERIODE :

20 MARET 2014

PT. BARATA INDONESIA (Persero)

PUSRI IIB PROJECT

2000 MTPD AMMONIA/2750 MTPD UREA PLANT

No Order : PLP.9.13.002 No. Dokumen :P2B-30-22-PO-PO-043-R

Halaman : Page 1 of 3 LAPORAN BULANAN

I IKHTISAR MANAJEMEN

1.1 PENDAHULUAN

Laporan bulanan pekerjaan ini merupakan Laporan ke-005 (ke lima) yang dibuat oleh Sub-

Kontraktor (PT. Barata Indonesia) untuk melaporkan kegiatan proyek PUSRI-IIB PROJECT

Palembang. Laporan ini menggambarkan status dan kegiatan proyek dari tanggal 21 Februari 2014

sampai dengan 20 Maret 2014.

Pada laporan bulanan ini pencapaian komulatif aktual progress adalah 63,53% dan kurang (-)

36,47% dari komulatif rencana progress 100,00%.

Pada periode ini secara garis besar dapat disampaikan aktivitas sbb:

Pekerjaan Engineering : Status Progress

1. Strenght Calculation terdiri:

a. Condensate Storage Tank (6003-F) 80,00%

b. Demin Water Storage Tank (6001-F) 100,00%

c. Filtered Water Storage Tank (6201-F) 100,00%

d. Potable Water Storage Tank (6202-F) 80,00%

e. Oase Solution Storage Tank (114-F) 80,00%

2. Drawing terdiri:






Pekerjaan Procurement& Fabrikasi:

1. Plate Material Cost 100,00%

2. Other Material Cost 71,67%

3. Fabrikasi :






Pekerjaan Construction

1. Preparatory 92,90%

2. Installation (Laying,install/fit-up,welding) untuk :


b. Demin Water Storge Tank (6001-F) 32,13%


PUSRI IIB PROJECT






3. Inspeksi & Testing (Visual check, Leak test, Hydro test) 0,00%

4. Finish Painting 0,00%

5. MDR & As Built Drawing 0,00%

1.2 RINGKASAN PROGRESS PROYEK

Kegiatan pekerjaan selama periode bulan ini secara umum dapat disampaikan sebagai berikut :

II RINGKASAN KEGIATAN PROYEK

Ringkasan Kegiatan Proyek dapat disampaikan sebagai berikut :

Pekerjaan Engineering

Sampai bulan ini pekerjaan Engineering sudah mencapai 77,82%, dan melanjutkan sisa

pekerjaan yang harus direvisi.

Pekerjaan Procurement

Sampai dikeluarkan laporan bulanan ini, pekerjaan Procurement mencapai 89,02%, dan

melanjutkan percepatan proses PO untuk semua other material cost dan mendatangkan

semua material yang sudah di PO.

Pekerjaan Fabrikasi

Untuk Demin Water Storage Tank sudah mencapai 93,06%

Untuk Filtered Water Storage Tank sudah mencapai 94,06%

Untuk Condensate Water Storage Tank sudah mencapai 40,16%

Untuk Potable Water Storage Tank baru 0,40%

Untuk Oase Solution Water Tank baru 0,06%

PUSRI IIB PROJECT




Pekerjaan Construction

Pekerjaan instalasi untuk Demin Water Storage Tank sudah mencapai 32,13%.

Untuk Filtered Water Storage Tank baru 28,14%

III AKTIVITAS & TARGET UNTUK BULAN DEPAN

Pekerjaan Engineering

Mempercepat semua pekerjaan engineering yang masih perlu direvisi dan segera mengirimkan

kembali ke pihak Engineering PT. Rekayasa Industri untuk direview.

Pekerjaan Procurement

Mempercepat proses PO untuk Other Material Cost terutama material SUS304 dan

mendatangkan semua material yang sudah di PO.

Pekerjaan Fabrikasi.

Memulai pekerjaan fabrikasi untuk tangki Potable Water Storage Tank (6202-F)

Memulai pekerjaan fabrikasi untuk tangki Oase Solution Water Tank (114-F)

Pekerjaan Construction.

Melanjutkan Instalasi Shell Demin Water Storage Tank

Melanjutkan Instalasi Shell Filtered Water Storage Tank

Y YEAR

Sep-13 Oct-13 Nov-13 Dec-13 Jan-14 Feb-14 Mar-14 Apr-14 May-14 Jun-14 Jul-14

1 2 3 4 5 6 7 8 9 10 11

W 1 - 2 - 3 - 4 1 - 2 - 3 - 4 1 - 2 - 3 - 4 1 - 2 - 3 - 4 1 - 2 - 3 - 4 1 - 2 - 3 - 4 1 - 2 - 3 - 4 1 - 2 - 3 - 4 1 - 2 - 3 - 4 1 - 2 - 3 - 4 1 - 2 - 3 - 4

PUSRI PROJECT

I ENGINEERING 10.00%

a. Demin Water Storage Tank 6001-F 2.00% Plan 0.40% 0.60% 0.60% 0.40%Actual 1.69% -0.02% 0.03% 0.00% 0.02%

b. Condensate Storage Tank 6003-F 2.00% Plan 0.40% 0.60% 0.60% 0.40%Actual 1.23% 0.12% 0.09% 0.00% 0.00%

c. Filtered Water Storage Tank 6201-F 2.00% Plan 0.40% 0.60% 0.60% 0.40%Actual 1.46% -0.02% 0.15% 0.00% 0.05%

d. Potable Water Storage Tank 6202-F 2.00% Plan 0.40% 0.60% 0.60% 0.40%Actual 1.33% 0.19% -0.05% 0.00% 0.00%

e. Oase Solution Storage Tank 114-F 2.00% Plan 0.40% 0.60% 0.60% 0.40%Actual 1.49% 0.00% 0.02% 0.00% 0.00%

II PROCUREMENT 50.00%

a. Demin Water Storage Tank 6001-F 25.44% Plan 5.09% 7.63% 7.63% 5.09%Actual 15.18% 3.98% 3.13% 1.41% 0.07%

b. Condensate Storage Tank 6003-F 9.22% Plan 1.84% 2.76% 2.76% 1.84%Actual 1.75% 3.90% 1.01% 0.78% 0.48%

c. Filtered Water Storage Tank 6201-F 7.09% Plan 1.42% 2.13% 2.13% 1.42%Actual 2.42% 1.49% 1.79% 1.02%

d. Potable Water Storage Tank 6202-F 0.72% Plan 0.22% 0.29% 0.22%Actual 0.11% 0.15% 0.04% 0.14%

e. Oase Solution Storage Tank 114-F 7.54% Plan 1.51% 2.26% 2.26% 1.51%Actual 0.90% 0.00% 4.59% 0.15%

III CONSTRUCTION 35.00%

a. Demin Water Storage Tank 6001-F 12.27% Plan 2.21% 2.45% 2.95% 2.45% 2.21%Actual 2.14% 0.91% 0.89%

b. Condensate Storage Tank 6003-F 4.42% Plan 0.88% 1.33% 1.33% 0.88%Actual 0.77% 0.33% 0.32%

c. Filtered Water Storage Tank 6201-F 10.42% Plan 1.88% 2.08% 2.50% 2.08% 1.88%Actual 1.81% 0.77% 0.76%

d. Potable Water Storage Tank 6202-F 0.90% Plan 0.18% 0.27% 0.27% 0.18%Actual 0.16% 0.07% 0.07%

e. Oase Solution Storage Tank 114-F 6.99% Plan 1.40% 2.10% 2.10% 1.40%Actual 1.22% 0.52% 0.51%

IV MDR & HAND OVER 5.00% Plan 0.45% 0.65% 0.90% 1.00% 0.90% 0.65% 0.45%Actual

100.00%

0.40% 8.33% 14.41% 15.32% 15.44% 10.63% 9.91% 10.46% 8.44% 4.80% 1.85%

0.40% 8.73% 23.15% 38.47% 53.91% 64.54% 74.45% 84.91% 93.35% 98.15% 100.00%

0.00% 0.00% 24.13% 11.59% 12.12% 11.22% 4.48% 0.00% 0.00% 0.00% 0.00%

0.00% 0.00% 24.13% 35.71% 47.83% 59.05% 63.53%

-0.40% -8.33% 9.71% -3.74% -3.32% 0.59% -5.43%

-0.40% -8.73% 0.98% -2.76% -6.08% -5.49% -10.92%

PER As 20 MARET 2014

A C T I V I T I E S INDEX %

Plan

REMARK'SM

Actual

Total Index

PROGRESS

PLANPer Month

Cumulatif

ACTUALPer Month

Cumulatif

DEVIASICumulatif

Per Month

PROGRESS S-CURVE

PROJECT PUSRI-IIB PALEMBANG

NO.

0%

20%

40%

60%

80%

100%

PlanAct

Prepared byPT. BARATA INDONESIA

(Meisa Irianto)PROJECT MANAGER

Checked and Approved byPT. REKAYASA INDUSTRI

(Redy Feryanto)PROJECT MANAGER

CLIENT : PT. PUPUK SRIWIDJADJA PALEMBANGCONTRACTOR : CONSORTIUM OF PT. REKAYASA INDUSTRI - TOYO ENGINEERING CORPORATIONVENDOR : PT. BARATA INDONESIALOCATION : PALEMBANGREV. : 0

No. Last Month This Month Commulative Last Month This Month Commulative Remark

A B C = A+B E F G = E + F

1 ENGINEERING 10.00 77.12% 0.69% 77.82% 7.7123 0.0693 7.7817

2 PROCUREMENT 50.00 85.29% 3.73% 89.02% 42.6456 1.8628 44.5084

3 CONSTRUCTION 40.00 21.72% 6.37% 28.10% 8.6881 2.5500 11.2381

TOTAL 100.00 59.05% 4.48% 63.53% 59.05 4.48 63.53

DescriptionWeight

Factor (%)

Progress Progress to WF

PUSRI - IIB


SUMMARY OVERALL PROGRESS

As PER 20 MARET 2014

Checked and Approved byPrepared by

PT. BARATA INDONESIA

( Meisa Irianto )

PROJECT MANAGER

PT. REKAYASA INDUSTRI

( Redy Feryanto )

PROJECT MANAGER

Page 1 of 1



A B C = A+B E F G = E+F

4.0000

1 ENGINEERING 10.0000

1.1 Calculation 2.8132 24.76% 0.00% 24.76% 2.4756 0.0000 2.4756

a. Condensate Storage tank 6003-F 0.5626 80.00% 0.00% 80.00% 0.4501 0.0000 0.4501

b. Demin Water Storage Tank 6001-F 0.5626 100.00% 0.00% 100.00% 0.5626 0.0000 0.5626

c. Filtered Water Storage tank 6201-F 0.5626 100.00% 0.00% 100.00% 0.5626 0.0000 0.5626

d. Potable Water Storage tank 6202-F 0.5626 80.00% 0.00% 80.00% 0.4501 0.0000 0.4501

e. Oase Solution Storage Tank 114-F 0.5626 80.00% 0.00% 80.00% 0.4501 0.0000 0.4501

1.2 Drawing 7.1868 52.37% 0.69% 53.06% 5.2367 0.0693 5.3061






TOTAL 10.00 77.12% 0.69% 77.82% 7.71 0.07 7.78

PUSRI - IIB


Progress

Description

SUMMARY ENGINEERING PROGRESS


Weight Factor

Progress to WF

Check and Approved By


( Sigih )

LEAD MECHANICAL

( Meisa Irianto)

PROJECT MANAGER

Prepared and Checked by


( Fauzan )

CHIEF ENGINEER

Page 1 of 1




1 PROCUREMENT 50.0000

1.1 PLATE MATERIAL COST 31.9643 100.00% 0.00% 100.00% 31.9643 0.0000 31.9643






1.2 OTHER MATERIAL COST 11.1532 64.00% 7.66% 71.67% 7.1385 0.8545 7.9930






1.3 FABRICATION 6.8824 51.48% 14.65% 66.13% 3.5428 1.0083 4.5511






TOTAL 50.00 85.29% 3.73% 89.02% 42.65 1.86 44.51

( Meisa Irianto )

PROJECT MANAGER

( Izatul Fitriani )

PROCUREMENT CORD.

( Hendrizal )

PROJECT PROC. MANAGER



PUSRI - IIB


SUMMARY PROCUREMENT PROGRESS


Weight Factor

Progress Progress to WF

Description



Page 1 of 1




4.0000

1 ENGINEERING 10.0000 100.000% 77.12% 0.69% 77.82% 7.7123 0.0693 7.7817

1.1 Calculation 2.8132 28.132% 24.76% 0.00% 24.76% 2.4756 0.0000 2.4756

a. Condensate Storage tank 6003-F 0.5626 5.626% 80.00% 0.00% 80.00% 0.4501 0.0000 0.4501

b. Demin Water Storage Tank 6001-F 0.5626 5.626% 100.00% 0.00% 100.00% 0.5626 0.0000 0.5626

c. Filtered Water Storage tank 6201-F 0.5626 5.626% 100.00% 0.00% 100.00% 0.5626 0.0000 0.5626

d. Potable Water Storage tank 6202-F 0.5626 5.626% 80.00% 0.00% 80.00% 0.4501 0.0000 0.4501

e. Oase Solution Storage Tank 114-F 0.5626 5.626% 80.00% 0.00% 80.00% 0.4501 0.0000 0.4501

1.2 Drawing 7.1868 71.868% 52.37% 0.69% 53.06% 5.2367 0.0693 5.3061






2 PROCUREMENT & FABRICATION 50.0000 100.000% 85.29% 3.73% 89.02% 42.6456 1.8628 44.5084

2.1 PLATE MATERIAL COST 31.9643 100.000% 100.00% 0.00% 100.00% 31.9643 0.0000 31.9643






2.2 OTHER MATERIAL COST 11.1532 100.000% 64.00% 7.66% 71.67% 7.1385 0.8545 7.9930






PUSRI - IIB


DETAIL OVERALL PROGRESS


Description Weight Factor Physic

Progress to WFProgress

Page 1 of 3




PUSRI - IIB






2.3 FABRICATION 6.8824 100.00% 51.48% 14.65% 66.13% 3.5428 1.0083 4.5511






3 CONSTRUCTION 40.0000 100.00% 21.72% 6.37% 28.10% 8.6881 2.5500 11.2381

3.1 PREPARATORY WORK 6.9846 100.00% 92.90% 0.00% 92.90% 6.4889 0.0000 6.4889

a. Mobilization 0.8955 12.82% 44.64% 0.00% 44.64% 0.3998 0.0000 0.3998

b. Temporary facility 4.4773 64.10% 100.00% 0.00% 100.00% 4.4773 0.0000 4.4773

c. Utility Facility 1.6118 23.08% 100.00% 0.00% 100.00% 1.6118 0.0000 1.6118

3.2 INSTALLATION 24.0327 100.00% 9.15% 10.61% 19.76% 2.1992 2.5500 4.7492






3.3 INSPECTION AND TESTING 3.0014 100.00% 0.00% 0.00% 0.00% 0.0000 0.0000 0.0000






3.4 Finish Painting 0.9813 100.00% 0.00% 0.00% 0.00% 0.0000 0.0000 0.0000

a. Filtered Water Storage tank 6201-F 0.5793 59.03% 0.00% 0.00% 0.00% 0.0000 0.0000 0.0000

b. Potable Water Storage tank 6202-F 0.0543 5.53% 0.00% 0.00% 0.00% 0.0000 0.0000 0.0000

c. Oase Solution Storage Tank 114-F 0.3477 35.44% 0.00% 0.00% 0.00% 0.0000 0.0000 0.0000

Page 2 of 3




PUSRI - IIB






3.5 MDR & Hand Over 5.0000 100.00% 0.00% 0.00% 0.00% 0.0000 0.0000 0.0000






TOTAL 100.00 59.05% 4.48% 63.53% 59.05 4.48 63.53

Checked and Approved byPT. REKAYASA INDUSTRI

(Redy Feryanto)PROJECT MANAGER

Prepared byPT. BARATA INDONESIA

(Meisa Irianto)PROJECT MANAGER

Page 3 of 3

PROJECT : PUSRI - II B

CLIENT : PT. PUPUK SRIWIDJADJA (PERSERO)

CONTRACTOR : PT. REKAYASA INDUSTRI (PERSERO)

LOCATION : PALEMBANG, SUMSEL-INDONESIA

SUBMIT STATUS (B) STATUS (A)

50% 30% 20% 100%

A CALCULATION

1. P2B-E4-6001F-CS-001 CALCULATION DEMIN WATER STORAGE TANK 1 100.00% 5 A 66 09-01-14 1 1 1 100% 100.00%

2. P2B-E4-6201F-CS-001 CALCULATION FILTERED WATER STORAGE TANK 1 100.00% 4 A 66 09-01-14 1 1 1 100% 100.00%

3. P2B-E4-6003F-CS-001 CALCULATION CONDENSATE WATER TANK 1 100.00% 4 B 67 13-01-14 1 1 80% 80.00%

4. P2B-E4-6202F-CS-001 CALCULATION POTABLE WATER TANK 1 100.00% 3 B 67 13-01-14 1 1 80% 80.00%

5. P2B-E4-114F-CS-001 CALCULATION OASE SOLUTION TANK 1 100.00% 3 B 69 15-01-14 1 1 80% 80.00%

B DRAWING

I

1. P2B-E4-6001F-LD-001 LOADING DATA 1 5.56% 1 B 41 07-01-14 1 1 80% 4.44%

2. P2B-E4-6001F-GA-001 GENERAL ARRANGEMENT 1 5.56% 2 B 77 15-01-14 1 1 80% 4.44%

3. P2B-E4-6001F-DW-001 ROOF DETAIL 1 5.56% 0 B 15 06-11-13 1 1 80% 4.44%

4. P2B-E4-6001F-DW-002 NOZZLE SHELL DETAIL - 1 1 5.56% 1 B 56 18-01-14 1 1 80% 4.44%

5. P2B-E4-6001F-DW-003 ANCHOR BOLT DETAIL 1 5.56% 1 B 64 07-01-14 1 1 80% 4.44%

6. P2B-E4-6001F-DW-004 NOZZLE ROOF DETAIL 1 5.56% 1 B 56 18-01-14 1 1 80% 4.44%

7. P2B-E4-6001F-DW-005 MANHOLE SHELL DETAIL 1 5.56% 1 B 56 18-01-14 1 1 80% 4.44%

8. P2B-E4-6001F-DW-006 MANHOLE ROOF DETAIL 1 5.56% 0 B 4 18-10-13 1 1 80% 4.44%

9. P2B-E4-6001F-DW-007 DEVELOPMENT DETAIL 1 5.56% 2 B 75 15-01-14 1 1 80% 4.44%

10. P2B-E4-6001F-DW-008 NAME PLATE DETAIL 1 5.56% 0 C 13 06-11-13 1 50% 2.78%

11. P2B-E4-6001F-DW-009 EXTERNAL ATTACHMENT 1 5.56% 1 B 63 15-01-14 1 1 80% 4.44%

12. P2B-E4-6001F-DW-010 (1/2) STAIRWAY - 1 DETAIL 1 5.56% 1 B 63 15-01-14 1 1 80% 4.44%


14. P2B-E4-6001F-DW-011 HANDRAIL DETAIL 1 5.56% 0 B 11 06-11-13 1 1 80% 4.44%

15. P2B-E4-6001F-DW-012 RAFTER DETAIL 1 5.56% 1 A 58 18-01-14 1 1 1 100% 5.56%

16. P2B-E4-6001F-DW-013 INTERNAL DETAIL 1 5.56% 3 B 84 18-01-14 1 1 80% 4.44%

17. P2B-E4-6001F-DW-014 PLATFORM DETAIL 1 5.56% 0 B 14 06-11-13 1 1 80% 4.44%

18. P2B-E4-6001F-DW-015 BOTTOM DETAIL 1 5.56% 1 A 56 18-01-14 1 1 1 100% 5.56%

18 100.00% 18 17 2

100% 94% 11%

II

PROGRESS CALCULATION ENGINEERING

DOCUMENT NUMBER

DEMIN WATER STORAGE TANK

FILTERED WATER STORAGE TANK

PROGRESS

to WF (%)REMARKS

80.56%TOTAL

PROGRESS

No DOCUMENTQTY of

DOC

PROGRESS

TOTAL

Work Step

WF (%)Latest Issued

Rev Status TA. No Date

Page 1 of 4


50% 30% 20% 100%

DOCUMENT NUMBERPROGRESS

to WF (%)REMARKSNo DOCUMENT

QTY of

DOC

PROGRESS

TOTAL

Work Step

WF (%)Latest Issued




3. P2B-E4-6201F-DW-001 ROOF DETAIL 1 5.26% 2 B 82 18-01-14 1 1 80% 4.21%

4. P2B-E4-6201F-DW-002 NOZZLE SHELL DETAIL - 1 1 5.26% 1 C 35 16-12-13 1 50% 2.63%

5. P2B-E4-6201F-DW-003 NOZZLE ROOF DETAIL-1 1 5.26% 1 - 35 16-12-13 1 50% 2.63%

6. P2B-E4-6201F-DW-004 NOZZLE ROOF DETAIL-2 1 5.26% 1 B 35 16-12-13 1 1 80% 4.21%



9. P2B-E4-6201F-DW-007 DEVELOPMENT DETAIL 1 5.26% 3 B 90 31/1213 1 1 80% 4.21%

10. P2B-E4-6201F-DW-008 NAME PLATE DETAIL 1 5.26% 1 B 65 30-10-13 1 1 80% 4.21%





15. P2B-E4-6201F-DW-012 RAFTER DETAIL 1 5.26% 1 A 54 18-01-14 1 1 1 100% 5.26%



18. P2B-E4-6201F-DW-015 BOTTOM DETAIL 1 5.26% 3 B 76 10-01-14 1 1 80% 4.21%

19. P2B-E4-6201F-DW-016 ANCHOR BOLT DETAIL 1 5.26% 0 A 44 24-12-14 1 1 1 100% 5.26%

19 94.74% 19 17 2

100% 89% 11%

III



3. P2B-E4-6003F-DW-001 DETAIL ROOF 1 5.00% 1 B 83 06-11-13 1 1 80% 4.00%

4. P2B-E4-6003F-DW-002 NOZZLE SHELL DETAIL 1 5.00% 0 B 14 06-11-13 1 1 80% 4.00%

5. P2B-E4-6003F-DW-003 ANCHOR BOLT DETAIL 1 5.00% 0 B 65 08-01-14 1 1 80% 4.00%






11. P2B-E4-6003F-DW-009 (1/2) EXTERNAL ATTACHMENT - 1 1 5.00% 0 B 11 06-11-13 1 1 80% 4.00%

12. P2B-E4-6003F-DW-009 (2/2) EXTERNAL ATTACHMENT - 2 1 5.00% 1 B 50 18-01-14 1 1 80% 4.00%

13. P2B-E4-6003F-DW-010 STAIRWAY (1 OF 2) 1 5.00% 0 B 11 30-10-13 1 1 80% 4.00%

CONDENSATE WATER TANK

TOTAL74.74%

PROGRESS

Page 2 of 4


50% 30% 20% 100%



QTY of

DOC

PROGRESS

TOTAL

Work Step

WF (%)Latest Issued




16. P2B-E4-6003F-DW-012 RAFTER DETAIL 1 5.00% 1 B 83 30-10-13 1 1 80% 4.00%



19. P2B-E4-6003F-DW-015 PLATFORM SHELL DETAIL 1 5.00% 1 B 50 18-01-14 1 1 80% 4.00%

20. P2B-E4-6003F-DW-016 PLATFORM ROOF DETAIL 1 5.00% 0 C 11 30-10-13 1 50% 2.50%

20 100.00% 20 18 0

100% 90% 0%

IV



3. P2B-E4-6202F-DW-001 ROOF DETAIL 1 5.88% 1 C 36 24-12-14 1 50% 2.94%






9. P2B-E4-6202F-DW-007 DEVELOPMENT DETAIL 1 5.88% 1 C 36 24-12-13 1 50% 2.94%



12. P2B-E4-6202F-DW-010 LADDER DETAIL 1 5.88% 1 B 36 24-12-13 1 1 80% 4.71%

13. P2B-E4-6202F-DW-011 HANDRAIL DETAIL 1 5.88% 1 C 36 24-12-13 1 50% 2.94%



16. P2B-E4-6202F-DW-014 ANCHOR BOLT DETAIL 1 5.88% 0 C 48 31-12-13 1 50% 2.94%


17 100.00% 17 12 0

100% 71% 0%

V



3. P2B-E4-114F-DW-001 DETAIL ROOF 1 5.26% 1 B 48 18-01-14 1 1 80% 4.21%



POTABLE WATER TANK

TOTAL69.00%

PROGRESS

TOTAL71.18%

PROGRESS

OASE SOLUTION TANK

Page 3 of 4


50% 30% 20% 100%



QTY of

DOC

PROGRESS

TOTAL

Work Step

WF (%)Latest Issued


6. P2B-E4-114F-DW-004 NOZZLE ROOF DETAIL 1 5.26% 0 C 5 26-10-13 1 50% 2.63%






12. P2B-E4-114F-DW-010 STAIRWAY ( 1 OF 2) 1 5.26% 0 B 11 06-11-13 1 1 80% 4.21%


14. P2B-E4-114F-DW-011 TOP HANDRAIL DETAIL 1 5.26% 1 B 48 31-12-13 1 1 80% 4.21%


16. P2B-E4-114F-DW-013 DEVELOPMENT DETAIL STRINGER 1 5.26% 0 B 11 06-11-13 1 1 80% 4.21%

17. P2B-E4-114F-DW-014 PLATFORM DETAIL 1 5.26% 1 C 48 31-12-13 1 50% 2.63%


19. P2B-E4-114F-DW-016 ANCHOR BOLT DETAIL 1 5.26% 0 C 48 31-12-13 1 50% 2.63%

19 100.00% 19 15 0

100% 79% 0%

(Fauzan)

CHIEF ENGINEER

TOTAL73.68%

PROGRESS



( Sigih )

LEAD MECHANICAL



( Meisa Irianto )

PROJECT MANAGER

Page 4 of 4





POAT

SHOP

PROGRESS

TOTAL20% 80% 100.00% Last Month This Mont Commulative

A MATERIAL SUPPLY (BOTTOM, SHELL, ROOF PLATE)

1 DEMIN WATER STORAGE TANK (6001-F) 90078.7876 100.000% 100.000% 0.000% 100.000%

a. SHELL , MANHOLE A 20-304 PL 10 x 1524 x 6096 10 743.224 7432.2432 8.251% 10 10 100.00% 8.25% 0.00% 8.25%

b. SHELL, ROOF, BUTTOM, PAD A 20-304 PL 8 x 1524 x 6096 88 594.579 52322.9921 58.086% 88 88 100.00% 58.09% 0.00% 58.09%

c. SHELL A 20-304 PL 6 x 1524 x 6096 68 445.935 30323.5523 33.663% 68 68 100.00% 33.66% 0.00% 33.66%

2 CONDENSATE STORAGE TANK (6003-F) 28985.7485 100.000% 100.000% 0.000% 100.000%

a. MANHOLE A 20-304 PL 10 x 1524 x 6096 1 743.224 743.22432 2.564% 1 1 100.00% 2.56% 0.00% 2.56%

b. SHEL, BOTTOM A 20-304 PL 8 x 1524 x 6096 16 594.579 9513.2713 32.821% 16 16 100.00% 32.82% 0.00% 32.82%

c. SHEL, ROOF A 20-304 PL 6 x 1524 x 6096 42 445.935 18729.2529 64.615% 42 42 100.00% 64.62% 0.00% 64.62%

3 FILTERED WATER STORAGE TANK (6201-F) 127338.027 100.00% 61.90% 38.10% 100.00%

a. SHELL A 283 GR.C PL 15 x 2438 x 9144 6 2675.169 16051.0118 12.61% 6 6 100.00% 2.52% 10.08% 12.61%

b. SHELL A 283 GR.C PL 14 x 2438 x 9144 6 2496.824 14980.9444 11.76% 6 6 100.00% 2.35% 9.41% 11.76%

c. SHELL & MANHOLE A 283 GR.C PL 12 x 2438 x 9144 8 2140.135 17121.0793 13.45% 8 8 100.00% 13.45% 0.00% 13.45%

d. SHELL, BOTTOM & MANHOLE A 283 GR.C PL 10 x 2438 x 9144 31 1783.446 55286.8186 43.42% 31 31 100.00% 31.09% 12.32% 43.42%

e. SHELL, ROOF & PAD A 283 GR.C PL 8 x 2438 x 9144 7 1426.757 9987.29626 7.84% 7 7 100.00% 1.57% 6.27% 7.84%

f. SHELL A 283 GR.C PL 6 x 2438 x 9144 13 1070.067 13910.8769 10.92% 13 13 100.00% 10.92% 0.00% 10.92%

4 POTABLE WATER STORAGE TANK (6202-F) 11770.742 100.00% 41.82% 58.18% 100.00%

a. SHELL, BOTTOM & ROOF A 283 GR.C PL 8 x 2438 x 9144 6 1426.757 8560.53965 72.73% 6 6 100.00% 14.55% 58.18% 72.73%

b. SHELL A 283 GR.C PL 6 x 2438 x 9144 3 1070.067 3210.20237 27.27% 3 3 100.00% 27.27% 0.00% 27.27%

5 OASE SOLUTION STORAGE TANK (114-F) 75261.4111 100.00% 20.00% 80.00% 100.00%

a. MANHOLE A516 GR.70N PL 14 x 2438 x 9144 1 2496.824 2496.82406 3.32% 1 1 100.00% 0.66% 2.65% 3.32%

b. SHELL A516 GR.70N PL 12 x 2438 x 9144 5 2140.135 10700.6746 14.22% 5 5 100.00% 2.84% 11.37% 14.22%

c. BOTTOM, ROOF & SHELL A516 GR.70N PL 10 x 2438 x 9144 22 1783.446 39235.8067 52.13% 22 22 100.00% 10.43% 41.71% 52.13%

d. SHELL A516 GR.70N PL 8 x 2438 x 9144 16 1426.757 22828.1057 30.33% 16 16 100.00% 6.07% 24.27% 30.33%

B OTHER MATERIAL

1 DEMIN WATER STORAGE TANK (6001-F) 24293.14 100.00% 71.51%

1. Blind Flange MH1, MH2 & MH3 A182 F 304 B. FLANGE 24" ANSI 150 RF 3 196.0 588.00 2.420% 3 - 20.00% 0.48% 0.00% 0.48%

2. Flange for MH1, MH2 & MH3 A182 F 304 FLANGE 24" ANSI 150 SORF 3 100.00 300.00 1.235% 3 - 20.00% 0.25% 0.00% 0.25%

3. Flange for N6 A182 F 304 FLANGE 10" ANSI 150 SORF 1 19.5 19.50 0.080% 1 1 100.00% 0.02% 0.06% 0.08%

4. Flange for N2,N3,N9,N11 & GH A182 F 304 FLANGE 8" ANSI 150 SORF 5 13.7 68.50 0.282% 5 5 100.00% 0.06% 0.23% 0.28%





PROGRESS CALCULATION PROCUREMENT

NO SPECIFICATION QTY DDESCRIPTION REMARKS WEIGHT

FACTOR (%)

INDEK FACTOR PROGRESS

UNIT (Kg) TOTAL (Kg)PROGRESS WF (%)

DIMENSION

Page 1 of 6

POAT

SHOP

PROGRESS



FACTOR (%)



DIMENSION

9. Flange for N7 & N8 A182 F 304 FLANGE 1 1/2" ANSI 150 SORF 2 1.4 2.80 0.012% 2 2 100.00% 0.00% 0.01% 0.01%

10. Gasket for MH1, MH2 & MH3 SWRR-304-GR GASKET 24" ANSI 150 x 3 3 0.7 1.98 0.008% - - 0.00% 0.00% 0.00% 0.00%

11. Plate for NAME PLATE SUS 304 PLATE 260 x 280 x 3 1 1.7 1.71 0.007% - - 0.00% 0.00% 0.00% 0.00%

12. Plate for NAME PLATE SUS 304 PLATE 260 x 410 x 6 1 5.0 5.02 0.021% - - 0.00% 0.00% 0.00% 0.00%

13. UNP SUS 304 UNP 12 x 90 x 200 x 6000 20 216.1 4322.88 17.795% 20 20 100.00% 17.79% 0.00% 17.79%

14. UNP SUS 304 UNP 12 x 80 x 200 x 6000 26 204.8 5323.97 21.916% 26 26 100.00% 21.92% 0.00% 21.92%

15. SIKU (L) SUS 304 L 5 x 60 x 60 x 6000 20 28.4 568.80 2.341% 20 20 100.00% 2.34% 0.00% 2.34%

16. SIKU (L) SUS 304 L 6 x 50 x 50 x 6000 10 28.4 284.40 1.171% 10 10 100.00% 1.17% 0.00% 1.17%

17. Pipa for Colomn SUS 304 PIPE 12" x 6000 Sch.80 3 925.3 2775.78 11.426% 3 3 100.00% 11.43% 0.00% 11.43%

18. Pipa for Nozzle Neck A312 TP 304 PIPE 1 1/2" x 1500 Sch.80 1 16.2 16.23 0.067% 1 1 100.00% 0.07% 0.00% 0.07%

19. Pipa for Nozzle Neck A312 TP 304 PIPE 2" x 500 Sch.80 1 22.4 22.40 0.092% 1 1 100.00% 0.09% 0.00% 0.09%







26. Pipe for Handrail A 53 PIPE 1 1/2" x 6000 STD 18 20.5 368.28 1.516% - - 0.00% 0.00% 0.00% 0.00%

27. SIKU (L) for Accesories A36/SS400 L 75 x 75 x 6 x 6000 23 42.1 968.76 3.988% - - 0.00% 0.00% 0.00% 0.00%



30. Kanal (C) for Accesories A36/SS400 C 150 x 75 x 6.5 x 6000 2 91.3 182.52 0.751% - - 0.00% 0.00% 0.00% 0.00%

31. Kanal (C) for Accesories A36/SS400 C 100 x 50 x 5.5 x 6000 2 51.5 102.96 0.424% - - 0.00% 0.00% 0.00% 0.00%

32. Flat Bar for Accesories A36/SS400 FB 200 x 9 x 6000 10 84.2 842.40 3.468% - - 0.00% 0.00% 0.00% 0.00%




36. Elbow SUS 304 ELBOW 8" x 90 Sch.80/XS 2 29.9 59.80 0.246% 2 2 100.00% 0.25% 0.00% 0.25%

37. Elbow for Handrail & Stairway A36/SS400 ELBOW 1 1/2" x 90 LR 5 0.4 2.00 0.008% - - 0.00% 0.00% 0.00% 0.00%

38. Elbow for Handrail & Stairway A36/SS400 ELBOW 1 1/2" x 45 LR 4 0.2 0.80 0.003% - - 0.00% 0.00% 0.00% 0.00%

39. Cap for Handrail & Stairway A36/SS400 CAP 1 1/2" 21 0.2 4.20 0.017% - - 0.00% 0.00% 0.00% 0.00%

40. Tee for Support A240 TP 304 TEE 80 x 80 x 564 LG 2 5.0 10.00 0.041% - - 0.00% 0.00% 0.00% 0.00%

41. Anchor Bolt A307 Gr. B M 36 x 830 L 20 6.7 133.00 0.547% 20 20 100.00% 0.00% 0.55% 0.55%

42. Hext Nut A307 Gr. B M 36 80 0.1 8.00 0.033% 80 80 100.00% 0.00% 0.03% 0.03%

43. Washer A307 Gr. B M 36 40 0.9 36.00 0.148% 40 40 100.00% 0.00% 0.15% 0.15%

44. Hinge Bolt + 2 Nut for Manhole SS 304 UNC 3/4" x 420 3 2.0 6.00 0.025% - - 0.00% 0.00% 0.00% 0.00%

45. Bolt & Nut for Manhole A193 B7 UNC 3/4" x 100 168 0.40 67.20 0.277% - - 0.00% 0.00% 0.00% 0.00%

46. Hext,Bolt,Nut & Washer for Rafter SS304 UNC 3/4" x 45 LB 208 0.2 41.60 0.171% 208 208 100.00% 0.17% 0.00% 0.17%

47. Hext,Bolt,Nut & Washer for Rafter SS304 UNC 1/2" x 35 LB 312 0.2 62.40 0.257% 312 312 100.00% 0.26% 0.00% 0.26%

48. Hext,Bolt,Nut & Washer for Internal Colm SS304 UNC 3/4" x 60 LB 12 0.2 2.40 0.010% - - 0.00% 0.00% 0.00% 0.00%

49. Handle for Manhole SS304 RB 20 x 322 LG 3 0.9 2.55 0.010% - - 0.00% 0.00% 0.00% 0.00%

50. Grating for Stairway A36/SS400 25 x 775 x 950 2 26.7 53.30 0.219% - - 0.00% 0.00% 0.00% 0.00%


52. Grating A36/SS400 25 x 795 x 1840 12 53.0 635.44 2.616% - - 0.00% 0.00% 0.00% 0.00%

53. Grating A36/SS400 25 x 615 x 1500 1 33.4 33.39 0.137% - - 0.00% 0.00% 0.00% 0.00%

Page 2 of 6

POAT

SHOP

PROGRESS



FACTOR (%)



DIMENSION

54. Grating A36/SS400 25 x 1000 x 1500 1 54.3 54.30 0.224% - - 0.00% 0.00% 0.00% 0.00%

55. Grating A36/SS400 25 x 500 x 1500 1 27.2 27.15 0.112% - - 0.00% 0.00% 0.00% 0.00%

56 Grating A36/SS400 25 x 300 x 750 12 8.1 97.74 0.402% - - 0.00% 0.00% 0.00% 0.00%

2 CONDENSATE STORAGE TANK (6003-F) 11722.46 100.000% 72.13%

1. Blind Flange for MH1 & MH2 A182 F 304 B. FLANGE 24" ANSI 150 RF 2 196.0 392.00 3.344% 2 - 20.00% 0.67% 0.00% 0.67%

2. Blind Flange for N11 A182 F 304 B. FLANGE 8" ANSI 150 RF 1 20.5 20.50 0.175% 1 1 100.00% 0.00% 0.17% 0.17%

3. Flange for MH1 & MH2 A182 F 304 FLANGE 24" ANSI 150 SORF 2 100.00 200.00 1.706% 2 - 20.00% 0.34% 0.00% 0.34%



6. Flange for N1,N3,N4,N11,N12,GH A182 F 304 FLANGE 8" ANSI 150 SORF 6 13.7 82.20 0.701% 6 6 100.00% 0.14% 0.56% 0.70%



9. Flange for N7 & N8 A182 F 304 FLANGE 1 1/2" ANSI 150 SORF 2 1.4 2.80 0.024% 2 2 100.00% 0.00% 0.02% 0.02%

10. Gasket for MH1 & MH2 SWRR-316-GR 24" ANSI 150 x 3 2 0.7 1.32 0.011% - - 0.00% 0.00% 0.00% 0.00%

11. Plate for NAME PLATE SUS 304 PL 260 x 410 x 6 1 5.0 5.02 0.043% - - 0.00% 0.00% 0.00% 0.00%


13. UNP for Rafter SS304 UNP 12 x 80 x 200 x 6000 16 204.8 3276.29 27.949% 16 16 100.00% 27.95% 0.00% 27.95%

14. Siku (L) for Top Angle SS304 L 6 x 50 x 50 x 6000 5 28.4 142.20 1.213% 5 5 100.00% 1.21% 0.00% 1.21%

15. Pipa for Colomn A312 TP 304 PIPE 6" x 6000 Sch.40 2 169.6 339.12 2.893% 2 2 100.00% 2.89% 0.00% 2.89%

16. Pipa for Nozzle Neck A312 TP 304 PIPE 1 1/2" x 3000 Sch.80 1 16.2 16.23 0.138% 1 1 100.00% 0.03% 0.11% 0.14%








24. Siku (L) for Accesories A36/SS400 L 40 x 40 x 5 x 6000 17 85.3 1450.44 12.373% - - 0.00% 0.00% 0.00% 0.00%

25. Siku (L) for Accesories A36/SS400 L 75 x 75 x 6 x 6000 2 288.0 575.91 4.913% - - 0.00% 0.00% 0.00% 0.00%

26. Pipe for Handrail at Stairway SGP PIPE 1 1/2" x 6000 x STD 6 20.5 122.76 1.047% - - 0.00% 0.00% 0.00% 0.00%

27. Pipa for Top Hnadrail SGP PIPE 1" x 6000 x STD 10 14.5 144.60 1.234% - - 0.00% 0.00% 0.00% 0.00%

28. Anchor Bolt A 307 B M 30 x 800 LG 12 5.2 62.16 0.530% - - 0.00% 0.00% 0.00% 0.00%

29. Nut A 307 B M 30 48 0.4 21.12 0.180% - - 0.00% 0.00% 0.00% 0.00%

30. Hinge Bolt + 2 Nut for Manhole SS 304 UNC 3/4" x 420 L 2 0.1 0.20 0.002% - - 0.00% 0.00% 0.00% 0.00%


32. Bolt & Nut for Rafter A193 B7 UNC 5/8" x 1 1/2" 128 0.0 4.61 0.039% 128 128 100.00% 0.04% 0.00% 0.04%

33. Elbow for N11 SUS 304 ELBOW 8" x 90 2 29.9 59.80 0.510% 2 2 100.00% 0.51% 0.00% 0.51%

34. Handle for Manhole SS304 RB 20 x 322 LG 4 0.9 3.40 0.029% - - 0.00% 0.00% 0.00% 0.00%

35. Internal Lader Ring for Manhole Shelll SS304 RB 25 x 710 LG 2 2.8 5.60 0.048% - - 0.00% 0.00% 0.00% 0.00%

36. Flat Bar for Top Handrail A36/SS400 FB 50 x 6 x 6000 20 14.0 280.80 2.395% - - 0.00% 0.00% 0.00% 0.00%


38. Grating for Platform A36/SS400 25 x 950 x 950 2 32.7 65.34 0.557% - - 0.00% 0.00% 0.00% 0.00%

3 FILTERED WATER STORAGE TANK (6201-F) 23647.50 100.000% 80.29%

Page 3 of 6

POAT

SHOP

PROGRESS



FACTOR (%)



DIMENSION

1. Blind Flange MH1, MH2 & MH3 A 105 B. FLANGE 24" RF 3 196.0 588.00 2.487% - - 0.00% 0.00% 0.00% 0.00%

2. Flange for MH1, MH2 & MH3 A 105 FLANGE 24" ANSI 150 SORF 3 100.0 300.00 1.269% - - 0.00% 0.00% 0.00% 0.00%

3. Flange for N4 A 105 FLANGE 16" ANSI 150 SORF 1 54.0 54.00 0.228% 1 1 100.00% 0.00% 0.23% 0.23%




7. Flange for N3,N5,N6,N9,N17 & GH A 105 FLANGE 8" ANSI 150 SORF 6 13.7 82.20 0.348% 6 6 100.00% 0.00% 0.35% 0.35%

8. Flange for N8 & N13 A 105 FLANGE 6" ANSI 150 SORF 2 8.6 17.20 0.073% 2 2 100.00% 0.00% 0.07% 0.07%


10. Flange for N1 & N12 A 105 FLANGE 3" ANSI 150 SORF 2 3.7 11.10 0.047% 2 2 100.00% 0.00% 0.05% 0.05%


12. Flange for N10 & N11 A 105 FLANGE 1 1/2" ANSI 150 SORF 2 1.4 2.80 0.012% 2 2 100.00% 0.00% 0.01% 0.01%

13. Gasket SWRR-316-GR 24" ANSI 150 x 3 3 0.66 1.98 0.008% - - 0.00% 0.00% 0.00% 0.00%



16. UNP for Rafter SS400/A36 UNP 9 x 90 x 250 x 6000 39 214.8 8377.20 35.425% 39 39 100.00% 35.43% 0.00% 35.43%

17. UNP for Rafter SS400/A36 UNP 6 x 65 x 125 x 6000 6 96.1 576.60 2.438% 6 6 100.00% 2.44% 0.00% 2.44%

18. SIKU (L) for Top Angle SS400/A36 L 6 x 50 x 50 x 6000 10 28.3 282.60 1.195% 10 10 100.00% 1.20% 0.00% 1.20%

19. Pipa for colomn A36/SS400 PIPA 12" x 6000 sch.80/XS 3 925.3 2775.78 11.738% 3 3 100.00% 2.35% 9.39% 11.74%

20. Pipa for internal pipe A 106 GR.B PIPA 16" x 6000 sch.80/XS 3 1430.4 4291.20 18.147% 3 1 46.67% 3.63% 4.84% 8.47%

21. Pipa for Nozzle Neck A 106 GR.B PIPA 14" x 6000 sch.80/XS 1 827.4 827.40 3.499% 1 1 100.00% 0.70% 2.80% 3.50%



24. Pipa for internal pipe & Nozzle neck A 106 GR.B PIPA 8" x 6000 sch.80/XS 6 387.8 2327.04 9.841% 6 6 100.00% 1.97% 7.87% 9.84%





29. Pipa for Nozzle Neck A 106 GR.B PIPA 1 1/2" x 6000 sch.80/XS 1 32.5 32.46 0.137% 1 1 100.00% 0.03% 0.11% 0.14%

30. Siku (L) for Accesories A 36 L 75 x 75 x 6 x 6000 11 42.1 463.32 1.959% - - 0.00% 0.00% 0.00% 0.00%

31. Pipe for Handrail A36/SS400 PIPA 1" x 6000 x STD 20 14.5 289.20 1.223% - - 0.00% 0.00% 0.00% 0.00%

32. Elbow A234 WPB ELBOW 8 x 90 x sch.80/XS 2 29.9 59.80 0.253% 2 2 100.00% 0.00% 0.25% 0.25%

33. Tee for Support pipe at Nozzle Roor A 283 Gr.C TEE 80 x 80 x 8 3 7.5 22.50 0.095% 2 2 66.67% 0.00% 0.06% 0.06%

34. Anchor Bolt A 36 M 36 x 850 L 20 5.2 103.60 0.438% 20 20 100.00% 0.00% 0.44% 0.44%

35. Hext Nut A 36 M 36 80 0.4 35.20 0.149% 80 80 100.00% 0.00% 0.15% 0.15%


37. Bolt & Nut + Washer for Stairway A 307 M 12 x 40 L 332 0.1 33.20 0.140% - - 0.00% 0.00% 0.00% 0.00%

38. Bolt & Nut for Rafter A 193 Gr. B M 20 x 50 L 156 0.0 3.12 0.013% 156 156 100.00% 0.01% 0.00% 0.01%

39. Bolt & Nut for Rafter A 193 Gr. B M 16 x 45 L 104 0.0 2.60 0.011% 104 104 100.00% 0.01% 0.00% 0.01%

40. Handle for Manhole A36/SS400 RB 16 x 335 L 4 0.9 3.60 0.015% - - 0.00% 0.00% 0.00% 0.00%



43. Grating for Plate form A36/SS400 25 x 893 x 1000 1 32.3 32.33 0.137% - - 0.00% 0.00% 0.00% 0.00%



Page 4 of 6

POAT

SHOP

PROGRESS



FACTOR (%)



DIMENSION


4 POTABLE WATER STORAGE TANK (6202-F) 3513.61 100.000% 63.09%

1. Blind Flange for MH1 & MH2 A 105 B. FLANGE 24" ANSI 150 RF 2 196.0 392.00 11.157% - - 0.00% 0.00% 0.00% 0.00%

2. Flange for MH1 & MH2 A 105 FLANGE 24" ANSI 150 SORF 2 100.00 200.00 5.692% - - 0.00% 0.00% 0.00% 0.00%


4. Flange for N1, N3 & N7 A 105 FLANGE 8" ANSI 150 SORF 3 13.7 41.10 1.170% 3 3 100.00% 0.00% 1.17% 1.17%

5. Flange for N9 & GH A 105 FLANGE 6" ANSI 150 SORF 2 8.6 17.20 0.490% 2 2 100.00% 0.00% 0.49% 0.49%



8. Flange for N5 & N6 A 105 FLANGE 1 1/2" ANSI 150 SORF 2 1.4 2.80 0.080% 2 2 100.00% 0.00% 0.08% 0.08%

9. Gasket SWRR-316-GR 24" ANSI 150 x 3 2 0.660 1.32 0.038% - - 0.00% 0.00% 0.00% 0.00%



12. Siku (L) for Rafter A36/SS400 L 10 x 100 x 100 x 6000 4 93.6 374.40 10.656% 4 4 100.00% 10.66% 0.00% 10.66%

13. Siku (L) for Top Angle A36/SS400 L 6 x 50 x 50 x 6000 5 28.1 140.40 3.996% 5 5 100.00% 4.00% 0.00% 4.00%

14. Pipa for colomn A36/SS400 PIPE 6" x 6000 sch.40 1 169.6 169.56 4.826% 1 1 100.00% 0.00% 4.83% 4.83%

15. Pipa for Nozzle neck A106 GR.B PIPE 1 1/2" x 3000 sch.80/XS 1 16.2 16.23 0.462% 1 1 100.00% 0.00% 0.46% 0.46%

16. Pipa for Nozzle neck A106 GR.B PIPE 3" x 2000 sch.80/XS 1 30.5 30.54 0.869% 1 1 100.00% 0.00% 0.87% 0.87%

17. Pipa for Nozzle neck & internal pipe A106 GR.B PIPE 4" x 6000 sch.80/XS 2 133.9 267.84 7.623% 2 1 60.00% 0.00% 4.57% 4.57%



20. Pipa for Nozzle neck A106 GR.B PIPE 10" x 3000 sch.80/XS 1 302.2 302.19 8.601% 1 1 100.00% 0.00% 8.60% 8.60%

21. Siku for Handrail A 36 L 6 x 65 x 65 x 6000 3 36.5 109.51 3.117% - - 0.00% 0.00% 0.00% 0.00%

22. Pipe for Ladder SGP PIPE 1" x 6000 1 14.5 14.46 0.412% - - 0.00% 0.00% 0.00% 0.00%

23. Pipe for Handrail SGP PIPE 1 1/2" x 6000 3 20.5 61.38 1.747% - - 0.00% 0.00% 0.00% 0.00%

24. Anchor Bolt A 307 Gr. B M 30 x 958 8 5.2 41.44 1.179% - - 0.00% 0.00% 0.00% 0.00%

25. Nut for Anchor Bolt A 307 Gr. B M 30 32 0.4 14.08 0.401% - - 0.00% 0.00% 0.00% 0.00%


26. Bolt & Nut for Rafter A193 B7 M 16 x 45 32 0.10 3.20 0.091% 32 32 100.00% 0.09% 0.00% 0.09%

27. Elbow A 234 WPB ELBOW 6 x 90 sch.80/XS 2 15.35 30.70 0.874% 2 2 100.00% 0.00% 0.87% 0.87%

28. Handle for Manhole A 36 RB 16 x 335 L 2 0.9 1.80 0.051% - - 0.00% 0.00% 0.00% 0.00%

29. Plate Bar for Ladder at External A 36 FB 9 x 50 x 6000 3 21.1 63.18 1.798% - - 0.00% 0.00% 0.00% 0.00%

30. Plate Bar for Cage Ring at External A 36 FB 6 x 50 x 6000 2 14.0 28.08 0.799% - - 0.00% 0.00% 0.00% 0.00%

31. Plate Bar for Vert. Bar A 36 FB 6 x 38 x 6000 4 10.7 42.68 1.215% - - 0.00% 0.00% 0.00% 0.00%

32. Grating for Platform A 36 25 x 500 x 1080 1 19.5 19.55 0.556% - - 0.00% 0.00% 0.00% 0.00%





5 OASE SOLUTION STORAGE TANK (114-F) 9679.64 100.000% 66.53%

1. Blind Flange for MH1, MH2 & MH3 A 105 B. FLANGE 24" ANSI 150 RF 3 196.0 588.00 6.075% - - 0.00% 0.00% 0.00% 0.00%

2. Flange for B A 105 FLANGE 8" ANSI 150 SORF 1 13.7 13.70 0.142% 1 1 100.00% 0.00% 0.14% 0.14%

3. Flange for F & G A 105 FLANGE 6" ANSI 150 SORF 2 8.6 17.20 0.178% 2 2 100.00% 0.00% 0.18% 0.18%

Page 5 of 6

POAT

SHOP

PROGRESS



FACTOR (%)



DIMENSION

4. Flange for A A 105 FLANGE 4" ANSI 150 SORF 1 5.9 5.90 0.061% 1 1 100.00% 0.00% 0.06% 0.06%

5. Flange for C A 105 FLANGE 3" ANSI 150 SORF 1 3.7 3.70 0.038% 1 1 100.00% 0.00% 0.04% 0.04%

6. Flange for D, L1 & L2 A 105 FLANGE 2" ANSI 150 SORF 3 2.3 6.90 0.071% 3 3 100.00% 0.00% 0.07% 0.07%

7. Flange for T1 A 105 FLANGE 1 1/2" ANSI 150 SORF 1 1.4 1.40 0.014% 1 1 100.00% 0.00% 0.01% 0.01%

8. Flange for MH1, MH2 & MH3 A 105 FLANGE 24" ANSI 150 SORF 3 100.0 300.00 3.099% - - 0.00% 0.00% 0.00% 0.00%

9. Gasket SWRR-316-GR 24" ANSI 150 x 4.5 3 0.660 1.98 0.020% - - 0.00% 0.00% 0.00% 0.00%



12. Pipa for Nozzle neck A 106 GR.B PIPE 2" x 6000 sch.40 4 44.9 179.52 1.855% 4 4 100.00% 0.00% 1.85% 1.85%




16. Pipa for Colomn A36/SS400 PIPE 10" x 6000 sch.40 3 101.4 304.20 3.143% 3 3 100.00% 0.00% 3.14% 3.14%

17. Pipa at Internal tangky A 106 GR.B PIPE 6" x 6000 sch.40 2 85.1 170.24 1.759% 2 - 20.00% 0.00% 0.35% 0.35%

18. Pipa at Internal tangky A 106 GR.B PIPE 4" x 6000 sch.40 2 44.6 89.28 0.922% 2 - 20.00% 0.00% 0.18% 0.18%

19. Pipa at Internal tangky A 106 GR.B PIPE 2" x 6000 sch.80 2 44.9 89.76 0.927% 2 1 60.00% 0.00% 0.56% 0.56%

20. Siku (L) for Top Angle A36/SS400 L 6 x 50 x 50 x 6000 5 28.1 140.40 1.450% 5 5 100.00% 1.45% 0.00% 1.45%

21. Siku (L) for Rafter A36/SS400 L 6 x 50 x 50 x 6000 5 63.2 316.00 3.265% 5 5 100.00% 3.26% 0.00% 3.26%

22. UNP for Rafter A36/SS400 UNP 9 x 90 x 250 x 6000 27 189.0 5103.00 52.719% 27 27 100.00% 52.72% 0.00% 52.72%

23. Siku for Support External A36/SS400 L 5 x 40 x 40 x 6000 14 18.7 262.08 2.708% - - 0.00% 0.00% 0.00% 0.00%

24. Siku for Support at Nozzle A36/SS400 L 5 x 50 x 50 x 6000 1 23.4 23.40 0.242% - - 0.00% 0.00% 0.00% 0.00%

25. Siku for Support at Nozzle A36/SS400 L 6 x 75 x 75 x 6000 2 42.1 84.24 0.870% - - 0.00% 0.00% 0.00% 0.00%

26. Siku for Frame at Platform A36/SS400 L 7 x 75 x 75 x 6000 2 49.1 98.28 1.015% - - 0.00% 0.00% 0.00% 0.00%

27. Handle for Manhole A 36 RB 16 x 335 L 3 0.9 2.70 0.028% - - 0.00% 0.00% 0.00% 0.00%

28. Plate Bar for Top Hnadrail A36/SS400 FB 8 x 100 x 6000 7 37.4 262.08 2.708% - - 0.00% 0.00% 0.00% 0.00%

29. Pipa for Handrail at Stairway SGP PIPE 1 1/2" x 6000 x SGP 21 20.5 429.66 4.439% - - 0.00% 0.00% 0.00% 0.00%

30. Bolt & Nut A193 B7 UNC 3/4" x 100 168 0.40 67.20 0.694% - - 0.00% 0.00% 0.00% 0.00%

30. Bolt & Nut for Rafter A193 B7 M 20 x 50 144 0.40 57.60 0.595% 144 144 100.00% 0.60% 0.00% 0.60%

31. Elbow A234 WPB ELBOW 6" 90 sch.80/XS 1 15.35 15.35 0.159% 1 1 100.00% 0.00% 0.16% 0.16%





36. Anchor Bolt + Nut & Washer A 307 M 30 x 1040 L 16 6.2 99.20 1.025% - - 0.00% 0.00% 0.00% 0.00%

( Meisa Irianto )

PROJECT MANAGER



( Hendrizal )

PROJECT PROC. MANAGER

( Izatul Fitriani )

PROCUREMENT CORD.



Page 6 of 6





MARKING /

BAVELLING /

CUTT

ROLL

BENDING

SANDBLAST

/ PRIMER

PAINT

FITTUP WELDING MATERIAL

ON SITE

30% 10% 20% 10% 20% 10%

I BOTTOM PLATE

1. Bottom Plate PL 8 x 1,500 x 6,096 1501 LBR 9 577.9008 5201.1072 5.1467% 9 9 9 9 9 9 5,201.11 100.0% 5.147%

2. Bottom Plate PL 8 x 1,500 x 4,752 1502 LBR 2 450.4896 900.9792 0.8916% 2 2 2 2 2 2 900.98 100.0% 0.892%








II SHELL PLATE

1. Shell Plate PL 10 x 1500 x 6096 701 LBR 7 722.4 5057 5.0037% 7 7 7 7 7 7 5,056.63 100.0% 5.004%

2. Shell Plate PL 10 x 1500 x 6074 702 LBR 1 719.8 720 0.7122% 1 1 1 1 1 1 719.77 100.0% 0.712%







III ROOF PLATE

1. Roof Plate PL 8 x 1500 x 3822 101 LBR 13 362.3 4710.2 4.6610% 13 13 13 13 13 13 4,710.23 100.0% 4.661%



IV NOZZLE SHELL DETAIL

1. Flange FL 10" ANSI 150 RF 201 EA 1 24.0 24.0 0.0237% 1 1 1 1 1 - 21.60 90.0% 0.021%




5. Flange FL 1 1/2" ANSI 150 RF 205 EA 2 2.0 4.0 0.0040% 2 2 2 2 2 - 3.60 90.0% 0.004%

6. Nozzle Neck PIPE 10" Sch.30 x 100 206 EA 1 8.0 8.0 0.0079% - - - - - - - 0.0% 0.000%




10. Nozzle Neck PIPE 1 1/2" Sch.80 x 88 210 EA 2 0.5 1.0 0.0010% - - - - - - - 0.0% 0.000%

11. Pad PL 8 x OD.510 211 EA 1 12.0 12.0 0.0119% 1 1 1 1 1 - 10.80 90.0% 0.011%

12. Pad PL 8 x OD.400 212 EA 1 8.0 8.0 0.0079% 1 1 1 1 1 - 7.20 90.0% 0.007%

13. Pad PL 8 x OD.210 213 EA 1 2.0 2.0 0.0020% 1 1 1 1 1 - 1.80 90.0% 0.002%

DEMIN WATER STORAGE TANK

PROGRESS CALCUATION FABRIKASI

REMARKSPROGRESS to

WF (%)UNIT (Kg) TOTAL (Kg) No. QTYPOS

WEIGHT

FACTOR (%)

INDEKS FACTOR PROGRESS FABRICATION

DESCRIPTION UNIT

PROGRESS

(%) TOTAL

WEIGHT (Kg)

Page 1 of 6

MARKING /

BAVELLING /

CUTT

ROLL

BENDING

SANDBLAST

/ PRIMER

PAINT


ON SITE

30% 10% 20% 10% 20% 10%

REMARKSPROGRESS to


WEIGHT

FACTOR (%)


DESCRIPTION UNIT

PROGRESS

(%) TOTAL

WEIGHT (Kg)

14. Pad PL 8 x OD.180 214 EA 1 1.5 1.5 0.0015% 1 1 1 1 1 - 1.35 90.0% 0.001%

15. Pad PL 8 x OD.150 215 EA 2 1.0 2.0 0.0020% 2 2 2 2 2 - 1.80 90.0% 0.002%

V ANCHOR BOLT DETAIL

1. Anchor Bolt M 36 x 830 LG 301 EA 20 6.7 133.0 0.1316% 20 20 20 20 20 - 119.70 90.0% 0.118%

2. Hext Nut M 36 302 EA 80 0.1 8.0 0.0079% 80 80 80 80 80 - 7.20 90.0% 0.007%

3. Washer M 36 303 EA 40 1.0 38.0 0.0376% 40 40 40 40 40 - 34.20 90.0% 0.034%

4. Reinf Pad PL 10 x 465 x 450 304 EA 20 16.6 332.7 0.3292% 20 20 20 20 20 - 299.44 90.0% 0.296%

5. Anchor Cair PL 10 x 150 x 300 305 EA 20 3.6 71.6 0.0708% 20 20 20 20 20 - 64.40 90.0% 0.064%

6. Anchor Cair Rib PL 10 x 150 x 287 306 EA 40 3.4 136.9 0.1355% 40 40 40 40 40 - 123.21 90.0% 0.122%

VI NOZZLE ROOF DETAIL




4. Nozzle Neck PIPE 8" Sch.80 x 16712 404 BTG 1 1079.0 1079.0 1.0677% - - - - - - - 0.0% 0.000%





9. Pad PL 8 x OD.400 409 EA 3 8.0 24.0 0.0237% 3 3 3 3 3 - 21.60 90.0% 0.021%

10. Pad PL 8 x OD.600 410 EA 1 18.0 18.0 0.0178% 1 1 1 1 1 - 16.20 90.0% 0.016%

11. Pad PL 8 x OD.380 411 EA 1 9.0 9.0 0.0089% 1 1 1 1 1 - 8.10 90.0% 0.008%

12. Pad PL 8 x OD.178 412 EA 1 1.5 1.5 0.0015% 1 1 1 1 1 - 1.35 90.0% 0.001%

13. Elbow ELBOW 8" x 180 LR 413 EA 1 62.0 62.0 0.0614% - - - - - - - 0.0% 0.000%

14 Flange PL 14 x OD.343 x ID.194 414 EA 1 7.0 7.0 0.0069% - - - - - - - 0.0% 0.000%

15 Wire Mesh SWG 20 x OD.260 415 LBR 1 0.5 0.5 0.0005% - - - - - - - 0.0% 0.000%

16 Support TEE 80 x 80 x 564 416 EA 2 5.0 10.0 0.0099% - - - - - - - 0.0% 0.000%

17 Pad PL 8 x OD.400 417 EA 1 8.0 8.0 0.0079% 1 1 1 1 1 - 7.20 90.0% 0.007%

18 Pad PL 8 x 100 x 120 418 EA 1 2.0 2.0 0.0020% 1 1 1 1 1 - 1.80 90.0% 0.002%

VII MANHOLE SHELL (MH1 & MH3)


2 Cover PL 18 x OD.832 502 EA 2 77.0 154.0 0.1524% - - - - - - - 0.0% 0.000%

3 Nozzle Neck PL 14 x ID.610 x 286 503 EA 2 59.0 118.0 0.1168% - - - - - - - 0.0% 0.000%

4 Reif. Pad PL 10 x 1225 x 1525 504 EA 2 87.0 174.0 0.1722% 2 2 2 2 2 - 156.60 90.0% 0.155%

5 Bolt & Nut UNC 3/4" UNC-2A x 2 1/2" 505 EA 56 0.2 11.2 0.0111% - - - - - - - 0.0% 0.000%

6 Gasket 3 x OD.746 x ID.610 506 EA 2 1.0 2.0 0.0020% - - - - - - - 0.0% 0.000%

7 Manhole Hinge PL 12 x 100 x 210 507 EA 4 2.0 8.0 0.0079% - - - - - - - 0.0% 0.000%

8 Cover Hinge PL 12 x 70 x 270 508 EA 4 1.8 7.2 0.0071% - - - - - - - 0.0% 0.000%

9 Hinge Bolt + 2 nut UNC 3/4" x UNC-2A x 420 509 EA 2 1.0 2.0 0.0020% - - - - - - - 0.0% 0.000%

10 Split Pin 3 x 40 510 EA 2 0.1 0.2 0.0002% - - - - - - - 0.0% 0.000%

11 Handle RB 16 x 320 511 EA 2 0.5 1.0 0.0010% - - - - - - - 0.0% 0.000%

12 Ladder Ring RB 16 x 720 512 EA 4 1.4 5.4 0.0053% - - - - - - - 0.0% 0.000%

VIII MANHOLE ROOF (MH2)

Page 2 of 6

MARKING /

BAVELLING /

CUTT

ROLL

BENDING

SANDBLAST

/ PRIMER

PAINT


ON SITE

30% 10% 20% 10% 20% 10%

REMARKSPROGRESS to


WEIGHT

FACTOR (%)


DESCRIPTION UNIT

PROGRESS

(%) TOTAL

WEIGHT (Kg)


2 Cover PL 8 x OD.762 602 EA 1 29.0 29.0 0.0287% - - - - - - - 0.0% 0.000%

3 Nozzle Neck PL 12.7 x OD.625 x 340 603 EA 1 66.0 66.0 0.0653% - - - - - - - 0.0% 0.000%

4 Reif. Pad PL 8 x 1150 604 EA 1 66.0 66.0 0.0653% 1 1 1 1 1 - 59.40 90.0% 0.059%

5 Bolt & Nut UNC 3/4" UNC-2A x 2 1/2" 605 EA 20 0.3 6.0 0.0059% - - - - - - - 0.0% 0.000%

6 Gasket 3 x ID.610 x OD.746 606 EA 1 1.0 1.0 0.0010% - - - - - - - 0.0% 0.000%

7 Manhole Hinge PL 12 x 84 x 155 607 EA 2 1.5 3.0 0.0030% - - - - - - - 0.0% 0.000%

8 Cover Hinge PL 12 x 56 x 240 608 EA 2 1.5 3.0 0.0030% - - - - - - - 0.0% 0.000%

9 Hinge Bolt + 2 nut UNC 3/4" UNC-2A x 420 609 EA 1 2.0 2.0 0.0020% - - - - - - - 0.0% 0.000%

10 Split Pin 3 x 40 610 EA 1 0.1 0.1 0.0001% - - - - - - - 0.0% 0.000%

11 Handle RB 16 x 320 611 EA 1 1.0 1.0 0.0010% - - - - - - - 0.0% 0.000%

IX NAME PLATE

1 Name Plate PL 0.8 801 EA 1 1.0 1.0 0.0010% - - - - - - - 0.0% 0.000%

X EXTERNAL DETAIL

1 Support L 6 x 75 x 75 x 992 901 BTG 16 6.4 102.4 0.1013% - - - - - - - 0.0% 0.000%

2 Support L 6 x 75 x 75 x 1160 902 BTG 12 7.9 94.8 0.0938% - - - - - - - 0.0% 0.000%

3 Support L 6 x 75 x 75 x 1400 903 BTG 16 9.6 153.6 0.1520% - - - - - - - 0.0% 0.000%

4 Support L 6 x 75 x 75 x 200 904 BTG 24 2.2 52.8 0.0522% - - - - - - - 0.0% 0.000%

5 Pad PL 8 x 100 x 150 905 EA 43 1.0 43.0 0.0426% - - - - - - - 0.0% 0.000%

XI STARWAY

A. STARWAY DETAIL (1 of 2)

1 Sringer Frame FB 9 x 200 x 14750 1001 EA 1 210.0 210.0 0.2078% - - - - - - - 0.0% 0.000%




5 Frame C 10 x 75 x 75 x 150 1005 BTG 4 18.8 75.2 0.0744% - - - - - - - 0.0% 0.000%

6 Frame C 10 x 75 x 75 x 150 1006 BTG 4 15.3 61.2 0.0606% - - - - - - - 0.0% 0.000%

7 Bracket L 6 x 75 x 75 x 150 1007 BTG 2 1.0 2.0 0.0020% - - - - - - - 0.0% 0.000%

8 Bracket L 6 x 75 x 75 x 130 1008 BTG 4 1.0 4.0 0.0040% - - - - - - - 0.0% 0.000%

9 Base Plate PL 8 x 100 x 300 1009 EA 2 2.0 4.0 0.0040% - - - - - - - 0.0% 0.000%

10 Stopper L 6 x 75 x 100 1010 BTG 4 0.8 3.2 0.0032% - - - - - - - 0.0% 0.000%

11 Grating 25 x 775 x 950 1011 EA 2 26.7 53.3 0.0527% - - - - - - - 0.0% 0.000%

12 Grating 25 x 300 x 750 1012 EA 82 8.1 667.9 0.6609% - - - - - - - 0.0% 0.000%

13 Bolt / Nut 3/8" x 1 1/2" 1013 SET 328 0.1 32.8 0.0325% - - - - - - - 0.0% 0.000%

14 Grating Clamp 1014 EA 16 0.3 4.8 0.0047% - - - - - - - 0.0% 0.000%

15 Expansion Anchor 5/8" x 6" 1015 SET 2 0.1 0.2 0.0002% - - - - - - - 0.0% 0.000%

B. STARWAY DETAIL (2 of 2)

1 Support L 6 x 50 x 50 1020 EA 19 4.8 91.2 0.0902% - - - - - - - 0.0% 0.000%

2 Support L 6 x 50 x 50 1021 EA 2 5.0 10.0 0.0099% - - - - - - - 0.0% 0.000%

3 Top Handrail PIPE 1 1/2" 1022 EA 3 24.7 74.1 0.0733% - - - - - - - 0.0% 0.000%



Page 3 of 6

MARKING /

BAVELLING /

CUTT

ROLL

BENDING

SANDBLAST

/ PRIMER

PAINT


ON SITE

30% 10% 20% 10% 20% 10%

REMARKSPROGRESS to


WEIGHT

FACTOR (%)


DESCRIPTION UNIT

PROGRESS

(%) TOTAL

WEIGHT (Kg)

6 Midlle Handrail FB 6 x 50 1025 EA 3 14.0 42.0 0.0416% - - - - - - - 0.0% 0.000%



9 Elbow ELBOW 1 1/2" x 90 LR 1028 EA 2 0.4 0.8 0.0008% - - - - - - - 0.0% 0.000%

10 Elbow ELBOW 1 1/2" x 45 LR 1029 EA 4 0.2 0.8 0.0008% - - - - - - - 0.0% 0.000%

11 Cap CAP 1 1/2" 1030 EA 2 0.2 0.4 0.0004% - - - - - - - 0.0% 0.000%

12 Cover PL 6 x OD.60 1031 EA 4 1.0 4.0 0.0040% -

monthly report per 20 mar 14

Documents