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Lampiran lb: Gambar Kerja dan Spesifikasi 83

BILL OF MATERIAL

I part PART NO. SIZE OTy DESCRIPTION

1 ^POlAOl003-05

16* 402 M PIPE ASTM A53 Gr. A SCH 40 SMIS ASME B36.10 (2)

1 L P02A0I001-05

16* 4 Ed 90“ ELBOW ASm A234 GR WPB SMIS SCH40 BW ASME 016.9 (I)

I F P20831A13

16* 2 Ea a<WGE ASTM A105 aiSO Rf SO ASM£ 616.5

1 ^P27R31001 16- 2 Ea INSUtATION GASKET

P29F09m 1x140 32 Ea INSUUTIDN BOLfNUr

tNSlOE HEADER PfT —

- M ASnC F llU f t & M ASnC ta pe

1 6 '* F0• ^ OI/TSJOE HEADER PtT

_ 20" • ( SLEEVE PIPE 1

IB* - ( SLEEVE P[P£ )

DETAIL OF PIPE SLEEVE

NORTH ORIENTATION

LOoi ^^M AH

DIA INCHI1 6 " X 4 2 = 6 7 2

1 16" - FO - 1139 - AU 14.11 30 °C 17.0 60 °C . 18.7 REQ’D NO.

1 1 mr Kin PRESS TEMP. PRESS TEMP. HYDRO PNEUM. UNE UNEINS

FABRICPWHT RT

O S H O P1 UNL NU.

OPERATION D E S I G N TEST PRESSURE : KG/CM2 SIZE CLASS CLASS <(^ F I E L D

O S P O O L1 LINE CONDIlION & FABRICATION 1[ PRESSURE UNIT ; TEMP. UNIT : )

CAL'N NO.

PLAN OWG. NO.

P tc I DWG. NO.

U - S O - F S - G P P - 038.041

U - S O - F S - G F U - O O B

REFERENCE DOCOWUENT

01/02/03 ISSUED FOR APPROVED

DESCRIPTION

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CHK’D APP'D

R E V I S I O N

® ) JGC CORPORATION [ M K K

ISOMETRIC DWG. FOR LINE NO. : 16"-FO-1139-AU

t r a n s f e r l in e HP-1 ~ HP-2 DATE ; February'02'2003 '

DRAW

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JOB CODE 0 - 1 7 5 0 - l o l - 0 - 1 0 0 0 0

DWG. NO,SB - JK - FO - 003

SIZE RtV.

file name ;C:\PS Engg\data rev

Lampiran Ic: Metode Pelaksanaan Aktivitas Galian dan Urugan 84

iO^ 1 1 ^ .

KAJIM A-W ASKITA-M ITSUBISH I-TEG UH

SURABAYA AIRPORT CONSTRUCTION PROJECT

FUEL SUPPLY SYSTEM

DETAIL CONSTRUCTION PLAN FOR EXCAVATION AND BACKFILLING

OF PIPE TRENCHING BETWEEN HEADER PIT-1 to HEADER PIT-5

a p p r o v e d

BY

KAJIMA - WASKITA - MITSUBISHI - TEGUH - J.O.


LIST OF CONTENTS

I GENERAL

II LOCATION

III CONSTRUCTION PROCEDURE

IV LIST OF MATERIAL

V LIST OF CONSTRCUTiON EQUIPMENT AND MAN POWER

VI SCHEDULE OF CONSTRUCTION

VII INSPECTION REPORT SHEET

VIII SAFETY REQUIREMENTS

IX ORGANIZATION CHART

X ATTACHMENT DRAWING


WORK METHOD FOR EXCAVATION AND BACKFILLING FOR PIPE TRENCHING

REFERENCE SPECIFICATION

Refer to Contract Document, Volume III Specification Part-1, Civil Work, Section-9 Excavation and Section 35, Excavation and Backfilling.

1 GENERAL

This Civil Work shall be consist of the excavation work as Pipe Trenching for U/G PipeInstallation from F.S.S Yard to Header Pit-1,2 , 3 ,4 . 5 at the Apron Area.1. Ttie excavation will be done by the excavator, and the type of excavation is open

cut excavation type.2. Btcavated soil will be loaded by the dump truck and unloaded at ± 3 m from

the side excavation along the excavation trench or transported by dozer.3. Excavation will keep free from running and surface water at all times, therefore

dEiwatering will be carried out continueously.4. Lowering pipe will proceed as soon as the trench excavation finished.


CONSTRUCTION PROCEDURE

EXCAVATION PROCEDURE

1. The Surveyor will make lay out of the center line under ground pipe as the center line

of excavation trenching.2 . Excavation will be started after inspection of excavation area by the Engineer.

3. The depth of excavation is normally 300 mm lower than bottom of pipe. Excavation

will be done manualy by the workers after excavation by excavators.4 . Inspection for the elevation of subgrade and alignment of pipe line will be executed by

the Engineer.

After approval by the Engineer, pipe laying will be carried out.5. Pipe laying will be done by the crane.

Sand bags will be used as sleepers of pipe.After sand bags have been placed, the crane will lifts up pipe and laying the pipe in pipe trench.The Surveyor will check for the alignment of pipe and to check the elevation top of pipe.

6. The next step, please see or refer to detail of Construction Plan for Underground Pipe Installation (Piping Works, to include pipe joint weld, welding radiography X-Ray, Wrapping Test-Holiday Detector Test)

BACKFILLING PROCEDURE

After pipe is laid in a right position where the center line, the coordinates and the top

elevation of pipe are properly in accordance with drawing, and inspected by the engineer, backfilling will be started in the manner as follows.

A. Backfilling with Excavated Soil1 Backfilling work will be done layer by layer. The thickness of each layer is 200 mm.

Excavated materials will be used for backfilling.2 Backfilling work will be done by excvator or spread by the crane with a bucket.

Fillied soil sill be spread and leveled by workers in each layer.3 Compaction shall achieve 90% of maximum density in each layer except top layer

whick is 95%.

B. BackfilHing for Sand Layer1 Sand layer will be compacted with sprayed water in each 200 mm thickness layer.2 Thickness of sand shall be 300mm under pipe and 300mm above pipe.3 Density test is not required for sand layer, but will be inspected manually.

Note: Depending on excavated soil conditions, following test method will be applied. Common embankment material; Density test saturation

Structural embaknkment: Density test( For detail of excavation, see attached drawing)


WORKMANSHIP AND QUALITY CONTROL METHOD

Materials to be filled are same as original excavated soil except sand to be filled around

pipes. In the viewpoint of soil component, excavated sections can be classified roughly

into following 2 kinds as listed below.

- Structural embankment with soil stablization layer- Permanent original soil only

In both cases, excavated soil will not be mixed as much as possible and separately stored. Same materilas as original soil will be used for backfilling except the part replaced with snad

layer.

Quality control method of each layer is described below.

a. Sand layer

As per BACKFILLING PROCEDURE B. above.

b. Sand and gravel (Structural embankment)

As per BACKFILLING PROCEDURE A. above.

c. Permanent original soil

As per BACKFILLING PROCEDURE A. above.

d. Stabilized soil

Since stabilized soil does not appear above piping, stabilized soil layer will be replaced

with sand.


SURPLUS MATERIALS

The estimate volume of surplus excavation materials a re :

1. Header Pit-1 ~ Header Pit-2

16“ = 546.98 m3 14" = 546.98 m3

Total = 1093.96 m3

2. Header Pit-2 - Header Pit-316" = 602.98 m3

14“ = 602.98 m3 Total = 1205.96 m3

3. Header Pit 3 - Header Pit-416“ = 842.38 m3

14“ = 842.38 m3 Total = 1684.76 m3

4. Header Pit-1 ~ Header Pit-516“ = 403.62 m3

Grand total of the surplus excavation soil = 4388.30 m3

The surplus excavation materials will be used for backfilling of other structures if conditions

are good. Such mareterials will be placed tentatively at excavated area or in dump area.

If soil conditions are bad, the surplus excavation materials will be disposed to designated

damp area.


13000 3000

2000

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/ / / / / / / / / / / / / / Z' / / / / / / / / 13000 I 3000

'/ / // / / / / // / / / / / / / / / / / / / /

Sub Grade12.000

-------- Sand Bag

SECTION " A - A "


IV LIST OF MATERIAL

1 Civil work

- Sand

- Sand bag

- Excavated soil

2 Piping work

-16", 14 " and 6" pipes

- Welding rod

- Shrinkage cover

3 Electric work- Grounding cable- Cathodic protection materials

Please note that grounding rods will be installed later.


V LIST OF CONSTRUCTION EQUIPMENT AND MAN POWER

V.A. EQUIPMENT

No Equipment Capacity Quantity Work Item

1 Excavator 0.80 m3 2 unit Excavation and backfill2 Dump Truck 6 m3 2 unit Soil transfer3 Crane 15 Tons 2 unit Loading, unloading, lifting pipe4 Truck/Flat Bed - 1 unit Pipe transfer5 Crane 45 Tons 1 unit Setting of pipes6 Water Tank Truck - 1 unit Water spraying7 Wacker (Plate Compactor) 1 Ton 2 unit Compaction8 Stamper Plate - 2 unit Compaction9 Water Pump - 4 unit Dewatering, compaction10 Genset - 2 unit Electrical Lighting11 Hand Tools - 1 Lot Hand manual work

V.B. MAN POWER

No Position Quantity

1 Civil Engineer 1

2 Mechanical Engineer 1

3 Piping Supervisor 14 Civil Supervisor 1

5 Q.C Civil 16 Q.C Piping 17 Crane Operator 2

8 Excavator Operator 2

9 Rigger 4

10 Driver 4

11 Mechanic / Electrician 212 Foreman 2

13 Welder 414 Labour 12


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FLOW CHART WORK

Common embankment: Density test saturation ratio over 85 %.

Structural embankment: Density test ( 90 % x yd max, 95 % X yd at top layer)

Lampiran Ic: Metode Pelaksanaan Aktivitas Galian dan Urugan

TRENCH EXCAVATION AT CONNECTION POINT (WELDING POIN'H

96

400 cm

Lampiran Id: Metode Pelaksanaan Aktivitas Fabrikasi dan Instalasi 97- Pipw

i l l J m .KAJIM A-W ASKITA-IVIITSUBISHI-TEGUHKAW/\M1 1 E JOIN r OPbRAl ION

SURABAYA AIRPORT CONSTRUCTION PROJECT FUEL SUPPLY SYSTEM

METHOD OF STATEMENT FOR PIPING FABRICATION

AND INSTALLATION WORK

APPROVEDDate :

BY

KAJIMA - WASKITA - MITSUBISHI - TEGUH - J.O

Lampiran Id: Metode Pelaksanaan Aktivitas Fabrikasi dan InstalasiPipa

98

1. SCOPE

This scope covers the method of statement for construction of piping work for Surabaya Airport Construction Project, Fuel Supply System - Sidoarjo ,East Java The piping activities are as follows :a. Fuel Oil Line- Transfer line ( Underground Piping)- Apron Area ( Underground Piping)- Tank yard Area ( Above ground & Underground Piping)

b. Utility Piping- Fire Water and Fire Foam line ( Above ground and Underground Piping)- Diesel Oil and Instrument Air (Aboveground)- Drinking water ( Above ground) etc.

All of the above work shall follows piping specificationAny modification and or additions to this method if required shall be approved by Engineers

2. GENERAL

2.1 CuttingCutting of pipe will be done by the following method :a. Carbon Steel Pipe

- For small bore pipe will be cut by high speed cutter and then beveled by grinding machine

For large bore pipe will be used oxygen, acetylene gas apparatus beveling machine

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b. Galvanized pipe : by grinding machine or high speed cutter.

2.2 Edge preparation / beveling:Grooves for butt welding shall be shaped in accordance with approved welding procedure qualification


99

However, the grooves shall be suitable for the welding process to be used and then shape shall permit complete fusion throughout the joints..Any cracks, flaws, burrs or oxidation scale (rust) shall be removed from the surface with a grinder.In case of gas cutting, cutting surface or edge shall be grind off flush and smoothly to get a good welding quality.

2.3 Fit-up and Weldiug

Fig.-2

a. Root gap for butt welding shall be in accordance with welding procedure specification.

b. Transitions to be done as shown in Fig.-3 incase of butt weld of pipes / fittings have unequal wall thickness of which the difference is more than 3 mm at outer surface and 1 or 1.5 imm at inner surface.

Fig-3

Always be careful not to make any damage to the piping material especially flange face.

c. Prior to starting the work, the welding procedure specification (WPS) which is approved by Engineers.

d. Welders who will work at jobsite should have skill, experience and passed from welder performance qualification test which is witness by Engineer and third party inspector.

e. Do not use hammer in removing the jigs before grinding the tack welding.f. Any tack welding for temporary welding of jigs etc. shall be removed after

welding completed


100

tack weld one side

tack weld one side

Fig-4

g. Welding process :

No. Description RootPass

2 nd and Over

1. Carbon Steel Pipe- Large Bore GTAW SMAW- Small Bore SMAW SMAW

2. Stainless Steel Pipe GTAW GTAW3. Carbon Steel Pipe Support SMAW SMAW4. Stainless Steel Pipe Support GTAW GTAW5. Carbon steel / Stainless steel GTAW GTAW

combination

h. Back shielding with argon gas shall be required for stainless steel pipe welding according to Welding Procedure Specification.

i. Welding shall not be carried out in adverse weather conditions where there is impingement of rain, snow, sleet storm or excessive wind as the working area, unless appropriate and adequate protection is provided.

k. Socket welding shall be performed at least 2 layers weld and at the end point or respective layer shall not be overlapped.

2.4. End protection

Vinyl sheet or equivalent for cover to keep the inside of the pipe clean also protection for damage to the pipe edge.Please see fig.- 5

Cover Inside textile sheet,


101

2.5. Make identification of spool according to the drawing and welding joint number as shown in Fig. - 6.

Fig. - 6

2.6. INSTALLATION

2.6.1 Material transport and receiving:

a. Transporting of prefabricated piece and receiving materials such as valves bolts & nuts, gaskets and other accessories at the construction site refer to Fig - 7.

Fig.- 7b. When receiving materials, check the colour mark, identification mark and valve

number or others by material issue slip

Lampiran Id: Metode Pelaksanaan Aktivitas Fabrikasi dan Instalasi 102Pipa

c. When the transporting a prefabricated spool piece take care of the bevel end and flange face.

2.6.2 Rigging of Pipe

Rigging for pre-fabricated pipe to the installation area, refer to fig. - 8

2.6.3 Storage and inspection during installation :

a. When storaging 100 mm clearance should be kept for inspection such gamma ray, FT, visual and others.

b. Inside checking and cleaning of inside spools piece should be done before and after installation

c. Do not make any stress to the connected item, especially for rotary machine such as pumps, generator, air compressor, etc.

d. Check the direction of flow of valves, instruments and others, which is mark on

2.7 O T H E R S ;

2.7.1 If cutting is made at the construction site due to revise of modification and others, then the cut of piece and foreign materials should be removed from the pipe.

2.7.2 When the pipe is installed in upside position then the cover opened end of the pipe (in a vertical position) which shall be strong enough.

2.7.3 Make same protective cover for cable, instrument and stainless pipe when doing hot work by asbestos cloth protection or others inflammable sheets.

2.8 PRESSURE TEST

2.8.1 After completion of the piping installation work. The field fabricated piping shall be subjected to pressure test

2.8.2 Pressure test on the piping system shall be in accordance with the specification and instruction by Engineers

2.8.3 The general method by using water shall be as follows :

a. Pressure test shall be performed for each piping system and may be tested in section

b. Test blinds shall have a handle extending out from the flange, the thickness of blind plates shall be approved or follow Engineers instruction.

c. The pressure gauge with graduation up to times the prescribed test pressure shall be provided. All of the pressure gauges shall be calibrated by the national authority and the record shall be keep at QC dept.

d. Two pressure gauges shall be installed so that they are easily observed

e. For each piping system, an outlet for discharging the pressure in case of emergency shall be designated and marked to that effect.

f. Vent on piping Highest Point system subjected to hydrostatic testing shall be opened to removed the air when filling the piping by water.

g. The test pressure during a pressure increase shall be read by the pressure gauge installed as the lowest point of the piping in consideration of the water head pressure.

h. To check any leaks during the pressure test, shall be performed after the prescribed pressure is maintained for a time not less than 1 Hour.



i. After completion of the pressure testing, the water shall be drained immediately from the line to prevent the piping system from being damaged by pressuring on thermal expansion.

j. On completion of pressure testing, all temporary blinds shall be removed

k. All valves, orifice plates, expansion joints, short piece of pipe and other removed items shall be reinstalled with the prescribed gaskets in the correct position.

3 INSTALLATION OF UNDERGROUND PIPING AT TANK YARD AREA

3.1 Investigation of U/G piping route

3.2 Installation of safety barrier and sign board

3.3 TrenchingThe trench shall be excavated by excavator and maintained along the line as indicated on applicable approved drawings.The bottom of the trench shall be uniformly graded to proper depth and trench bottom shall be perfectly smooth.

3.4 Internal Cleaning of PipesEach joint of pipe shall be properly cleaned of all dirt, debris and foreign materials prior to alignment and welding.At the end of each days work all open ends of welded section of pipe shall be capped to prevent entry of foreign matter.

3.5 Fit'Up and welding

a. To reduce any jointing on the trench, double or triple jointing of pipes can be done on the ground beside the trench.

b. External clamp / Jig plate will be used for fit-up between pipe to pipe.

c. Welders which will be used should be qualified and WPS which have been approved by Engineers

d. Excavation of the trench at each tie in point shall have enough depth and wide for workers who will work at that point.

3.6 Lowering inPiping pre-fabricated or double jointing pipe shall be lowered into the trench.For coating, manual application will be used after outside pipe was clean and brush.Fifty percent in two layers of tape wrapping will be used.To check leak test of tape wrapping will be used holiday detector equipment.

3.7 Back fillingThe back filling of the trench shall be done as soon as practical after completion of inspection using excavator ( civil group)


4 INSTALLATION OF UNDERGROUND PIPING FOR TRANSFER LINE

4.1 Prior to commence installation of pipe at field, construction route survey shall be done especially for right of way, and shall be confirmed to construction drawing.

4.2 Civil group will make the trench by open cut for detail see Excavation Trench Method Statement.

4.3 Erection of barrier along the excavation area.Erection of sign board as required

4.4 Arrangements of permitting for the delivery and transfer of pipe, traffic of site vehicle used for supervision of work and heavy equipment shall be discussed before starting the work.

4.5 Excavation of the trench will be done by civil group along the transfer line route.

4.6 Pipe stringing beside the trench shall be provided on wood covered by gunny sack. To prevent any foreign material entry to inside the pipes at the end of each shift, all open ends of pipe shall be capped continuously

4.7 Each section consist of 4 ( four) length of pipes (maximum) shall be jointing on the ground beside the trench and then continue with Gamma Ray inspection.


4.8 Lowering into the trench is using one or two units mobile crane with enough capacity as the following sketch.

4.9 To prevent collapse of the soil trench, shoring protection shall be installed during tie-in, fit up and welding to save of workers.

For Plan and Detail see attachment 1

4.10 Manual aplication for coating shall be used after Radiographic inspection completed. Outside pipe at welding seam shall be cleaned and brushed before applying of shrink cover.

4.11 Road crossing at public area ( if any ) shall be done by open cut. All required permit arrangement of traffic and prepare temporary road shall be discussed before starting the work.

4.12 Pressure testing which is use pneumatic test shall be followed the specification. Testing shall be done at one time after construction of piping including inspection and back filling completed.

4.13 Flushing of piping system will be performed using air pressure which is produced by air compressor. Air cooler shall be prepare to reduce air temperature during filling of air into the transfer line system.Pig cleaning shall be done according to the specification.

5 UNDERGROUND PIPING AT APRON AREA

A. Underground piping between Header Pits.B. Piping Inside Header Pit N o.: 1, 2, 3, 4 & 5

5.1 In principle, work method for piping at apron area almost same with transfer line, and the the dipper of the trench is about 3.50 m

5.2 Prefabrication of pipe spool for piping inside Header Pit and Hydrant riser pipe to be done at piping shopLine pipe shall be laid on the sand bag and clean sand will cover that's pipe after fit up, welding and inspection completedRiser pipe shall be wrapped by anticorrossive tape before installation, except for welding joint which will be coated after welding inspection completed.


5.3 Hydrant Pit Installation

a. The riser pipe is installed exactly on the coordinates and elevation in accordance with the drawings.The riser pipe shall be welded to the base flangeThe blanking flange shall be temporarily installed onto base flange untill the hydrant valve installation

b. The installation of hydrant pit shall be refered to hydrant pit catalogue (vendor) Before installation, removed three equi-spaced studs from the base flange and replace them with three special screwLower the hydrant pit box cover the base flange onto the three positioned support bracketSet the gaiter seal with hose clips.Check that the hydrant pit box rim is set level and correct height in relation to ground levelWhen the concrete has been poured and cured, remove the special screws and replace with the original studs.

FLOWCHART OF WORK & INSPECTION

> SHOP FABRICATION


108

REQUIRED

REQUIRED

SCTEINSIALLATION

REQUIRED

REQUIRED

REQUIRED

REQUIRED

REQUIRED

REQUIRED

REQUIRED

REQUIRED

INSPECTION RADIOGRAPHYAttended by Consultant

INSPECTION HOLIDAY TEST

INSPECTION RADIOGRAPHY

Attended by Consultant

INSPECTION

INSPECTION

INSPECTION RADIOGRAPHYAttended by Consultant

INSPECTION HOLIDAY TEST

INSPECTION

INSPECTION

INSPECTION


109

INSPECTION TEST PLAN

No. Work Category; PIPING Contractor Engineer |

1 W PS/PQR P R

2 Welder Qualification Test 1 W

3 Receiving Material W

4 Joints Preparation I R

5 Fit - Up 1 SW

6 Welding I SW

7 Visual 1 SW

8 RT Test I R

9 P r Test I R

10 Line Check I W

11 Flushing I W

12 Pressure Test I W

13 Reinstallation I R

14 Pin Hole Test I R

15 QC Test Package Documentation P R

Legend

P Prepared of Inspection ReportI Carried out inspection activity and prepared of report

W Witnessed of inspection ActivitySW Spot Witnessed of inspection activityR Review for approval of inspection report

Lampiran le: Jenis dan Jumlah Sumber Daya Pekerja 110

PT. KALIRAYA SARI

DAFTAR TENAGA KERJAProyek ; Fuel Supply System Juanda - Surabaya International AirportPeriode : Mei2003

No. Nama Posisi Tanggal Mobilisasi Keterangan

1 Ir. YayatH.S Project Manager 21 April 2003

2 It. B unF .K Site Manager 9 0ktober20023 Willyanto Finance Manager 6 Mei 20024 Kasman. S Civil Supervisor 14 0ktober20025 T. Wahono Civil Supervisor 24Maret20036 Ir. Cecep. S Civil Supervisor 28 April 20037 Deni Gunawan Logistik 13Maret20028 Nicko Satrio. D Logistik 14 0ktober20029 Niko Iswanto Quality Control 16 Desember200210 Samuel Harsono Operator Back Hoe 16 Desember200211 Issak Electrical 16 Desember200212 Koespriyanto Operator Crane 17 Desember200213 Abdul Rozak Operator Hiab Crane 31 Mei 200314 Untung Muhnarso Operator Crane 01 Mei 200315 M . Hasyim Warehouse 23 Desember200216 Sahrudin Finance Administration 27 Desember200217 Deddy Firmansyah Personalia 2 Januari 200318 Aris Widodo Store Keeper / Equip. Coord 6 Januari 200319 Joko Prayitno Store Keeper / Equip. Coord 28 April 200320 Tjip Haryoto Safetyman 6 Januari 200321 Anom Suyono Safetyman22 Yuzkar Surveyor 8 Januari 200323 Alfred Topan. S Quality Control 8 Januari 200324 Eddy Kris S Quality Control 05 Mei 200325 Agustinus Bukit Tank Engineer 30 Mei 200326 A . Yudhistiro . AN Document Control 23 Januari 200327 Tanti Oktaviani Finance Administration 25 Februari 200328 Soesanto Paulus Quantity Surveyor 7 Maret 200329 Sadikin Operator Crane llMaret200330 Hendra Rigger 11 Maret 200331 Hari Tri K Rigger32 K. Bima. W Piping Supervisor 15 April 200333 Insan Muttaqin Surveyor 21 April 200334 Sugiono Helper Surveyor 26 Mei 200335 Zainuddin Field Engineer 21 April 200336 Heryadi. S 04 Mei 200337 Panca Satria. H Mechanical Engineer 21 April 200338 M. Guntur S Civil Supervisor 21 April 200339 Soesilo Hadi Clerk 12 Mei 200340 Pujo Antono Helper Warehouse 09 Mei 200341 Agus Susilo Helper Warehouse 06 Mei 2003


PT. KALIRAYA SARI

3. DAFTARTENAGAKERJAProyek : Fuel Supply System Juanda - Surabaya International AirportPeriode : Mei 2003

No. Nama Posisi Tanggal Mobilisasi Keterangan

42 Safianto Driver 17Maret200343 Frans A1 Touran Driver 07 Mei 200344 Arifin Driver 01 Mei 200345 Dayat Sudayat Mekanik 23 Januari 200346 Sigit Mekanik 28 April 200347 Kelana Hadi Material Control 15 April 200348 Amin Rais Assist. Surveyor 13 Januari 200349 Samsul Hadi Assist. Mekanik 13 Januari 200350 Ripan Sekuriti 7 Januari 200351 Subari Sekuriti 7 Januari 200352 Krisna E ke. Y Sekuriti 7 Januari 200353 Suryani Sekuriti 7 Januari 200354 David Fakbruddin Sekuriti 21 April 200355 Suhartono Sekuriti 21 April 200356 Rusli Supervisor Piping 10 April 200357 Sukirman Foreman Piping 10 April 200358 Lukman Administrasi 24 April 200359 Hadi Suwoto Welder 24 April 200360 Supeno Welder 28 April 200361 Sugeng Ariadi Welder 01 Mei 200362 Syaifiil Hadi Welder 01 Mei 200363 Mansyur Alie Pipe Fitter 24 April 200364 Sumadji Pipe Fitter 05 Mei 200365 Supriyanto Welding Record 10 Mei 200366 Suyitno Helper 28 April 200367 Anto Alfiyanto Helper 02 Mei 200368 Suwoko Helper 07 Mei 200369 Mat Koiri Helper 07 Mei 200370 Begyo Riyadi Helper 03 Mei 200371 M. Arifin Helper 17 Mei 200372 Eko Bowo Helper Welder 05 Mei 200373 Budiono Helper Welder 05 Mei 200374 Janarto Helper Welder 05 Mei 200375 DedikW.S Helper Welder 07 Mei 200376 Mayar Labour Supervisor 13 0ktober200277 Muhammad Labour Foreman 19 Desember 200278 Riyadi Labour 1 November 200279 Isbayudi Labour 19 Desember 200280 Lubiyanto Labour 20 Januari 200381 Haryanto Labour 20 Januari 200382 Sukiman Labour 20 Januari 2003


PT. KALIRAYA SARI

DAFTAR TENAGA KERJAProyek : Fuel Supply System Juanda - Surabaya International AirportPeriode : Mei2003

No. Nama Posisi Tanggai Mobilisasi Keterangan

83 Suliono Labour 20 Januari 200384 Musta'in Labour 20 Januari 200385 Nastari Labour 24 Januari 200386 Sugiono Labour 24 Januari 200387 Sugeng Labour 17 Februari 200388 Husain Labour 17 Februari 200389 Osen Labour 17 Februari 200390 Syaiful Huda Labour 17 Februari 200391 Narso Labour 21 Februari 200392 Mustain Labour 21 Februari 200393 Sukiman Labour 21 Februari 200394 Supri Labour 21 Februari 200395 Wawan Labour 10 April 200396 Kamalis Laboiu" 10 April 200397 Sulianto Labour 10 April 200398 Sunardi Laboxu: 10 April 200399 Ponadi Office Boy 7 Januari 2003

Lampiran If: Jumlah dan Jenis Sumber Daya Alat

'K R S > PT. KALIRAYA SARI

113

6.6. DAFTARINVENTARIS EQUIPMENT

Proyek : Fuel Supply System Juanda - Surabaya International AirportPeriode :Mei2003

NO. NAMABARANG TYPE / SIZE SATUANKONDISI

JUMLAH KETERANGANBAIK RUSAK

1 Compressor Air Man PDS - 175 Unit 1 0 1

2 Compressor Puma Kubota RD 55 H Unit 1 0 1

3 Crane KATO NK450B Unit 1 0 1

4 Crane KATO NK 200 H Unit 1 0 1

5 Crane TADANO T R - 151 Unit 0 1 1 c/w terlampir

6 Excavator Komatsu PC 200/7-GALEO Unit 1 0 1 c/w Radio & Elect. Solar Pump

7 Genset Denyo DCA - 60 Spi/ 50 kVA

Unit 2 0 2 1325670. 3669191

8 Genset Dong Feng S 1115/12,5 kVA Unit 1 0 1

9 Genset Mits / RRC 25kVA Unit 2 0 2 561273 / 644243

10 Genset Tong Fenc ZS 1115/10 kVA Unit 2 0 2 05203 / 05267

11 Genset Yanmar TS190R/15kVA Unit 1 0 1

12 Genset Yanmar TS 190 R/12,5 kVA Unit 1 0 1

13 Genset Yanmar TF 105R/5kVA Unit 2 0 2 1070310/1070315

.14 Hyap Crane Mercy 917 Unit 1 0 1 KT 8873 AD

15 Mesin Las Miller 500 DX Unit 3 0 37408044,7543159,76558415 Exs. BPN

16 Mesin Las Miller 401 DX Unit 1 0 1 00013688 Exs. BPN

17Mesin Las Miller Big

Blue60 Spi 602 DX Unit 5 0 5 125792.125799.125790.125

802.06306418 Mobil Cold Diesel Mitsh.FE334 LT Unit 1 0 1 B 9480 UI

19 Mobil Dump Truck Mitsh. FM517 H/190 PS

Unit 1 0 1 DA 9432 AP

20 Mobil Kijang Pick Up Toyota Unit 3 0 3 B 9404 JZ / B 9313 BR/ B 9692 FG

21 Mobil Kijang Station Toyota Unit 1 0 1 B 1553 WB c/w terlampir

22 Mobil Kijang Station LG LF 82 GRD Unit 1 0 1 B 8215 LI

23 Mobil Kijang Station LG LF 80 SPR Unit 1 0 1 B 7601 L

24 Mobil Kijang Station Unit 1 0 1 W2102FJ

25 Mobil Truck Trailler Mitsh. FM 517 F/190 PS

Unit 1 0 1 B 9045 ML

25 Mobil Water Truck Toyota Dyna 115PS Unit 1 0 1 B 9325 RU c/w terlampir

Disetujui Oleh,Sidoaijo, Mei 2003

Dibuat Oleh,

(Ir. YayatH.S) ( Aris Widodo)

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Lampiran 2c: Produktivitas Aktivitas Fabrikasi Pipa 120

TABEL DATA PENGELASAN FABRIKASI PIPA BULAN : M E I2003

Tanggal No. Gambar No. JointDiameter

PipaJumlah

JointInchJoint

Total

7-May-03 SB-JK-FO-003 33,35 16 2 32 328-May-03 SB-JK-FO-003 29,31,34 16 3 48 489-May-03 SB-JK-FO-003 24, 25, 27 16 3 48 48lO-May-03 SB-JK-FO-005 8,13,18, 23, 28, 33 14 6 84 84

12-May-03SB-JK-FO-003 21,22 16 2 32

88SB-JK-FO-005 3, 38,43 14 3 42SB-JK-FO-006 108 14 1 14

13-May-03 SB-JK-FO-0062,14 ,26 ,38 , 50,62, 6 6 36

12874, 86, 99, 111, 113, IK 6 6 3696,97, 109, 119 14 4 56

15-May-03SB-JK-FO-003 32 16 1 16

100SB-JK-FO-006 12,24, 36, 83, 84, 95 14 6 84

16-May-03SB-JK-FO-005 48 14 1 14

56SB-JK-FO-006 48, 71, 72 14 3 42

17-May-03SB-JK-FO-003 28 16 1 16

54SB-JK-FO-006

101,104, 88,91 6 4 2459 14 1 14

19-May-03SB-JK-FO-003 30 16 1 16

68SB-JK-FO-006

64, 67, 76, 79 6 4 2460, 23 14 2 28

20-May-03SB-JK-FO-003 26 16 1 16

30SB-JK-FO-006 47 14 1 14

21-May-03 SB-JK-FO-0064, 7,16,19, 28,31,40 6 7 42

9243, 52, 55, 85,98,110 6 6 36121 14 1 14

22-May-03 SB-JK-FO-0066, 18, 30,42, 73 6 5 30

7235, 49, 61 14 3 42

23-May-03 SB-JK-FO-00625,37 6 2 12

4266, 78, 90, 103, 115 6 5 30

24-May-03 SB-JK-FO-0059,14, 19, 24, 29, 34, 6 6 36

4839,44 6 2 12

26-May-03 SB-JK-FO-00682, 94, 107 14 3 42

66100,112,114,117 6 4 24

27-May-03 SB-JK-FO-006 75, 77, 87, 89, 105 6 5 30 30

28-May-03 SB-JK-FO-00658, 70, 120A 14 3 42

48102 6 1 6

29-May-03SB-JK-FO-005 47 14 1 14

34SB-JK-FO-00611 14 1 1492 6 1 6

30-May-03 SB-JK-FO-00634,46 14 2 28

4063,65 6 2 12

31-May-03 SB-JK-FO-00546 14 1 14

441, 13,27,51,68 6 5 30


TABEL DATA PENGELASAN FABRIKASI PIPA BULAN: JUNI 2003


PipaJumlah

Join tInchJoint

Total

2-Jun-03SB-JK-FO-006 22 14 1 14

62SB-JK-FO-006 29, 39, 53, 56, 80 6 5 30SB-JK-FO-009 11,27,43 6 3 18

3-Jun-03SB-JK-FO-003 17, 19 16 2 32

70SB-JK-FO-005 41 14 1 14SB-JK-FO-006 15, 32,41,44 6 4 24

4-Jun-03

SB-JK-FO-003 23 16 1 16

56SB-JK-FO-005 36 14 1 14SB-JK-FO-006 10 14 1 14SB-JK-FO-006 17, 20 6 2 12

5-Jun-03SB-JK-FO-003 13, 15 16 2 32

78SB-JK-FO-005 26,31 14 2 28SB-JK-FO-006 3 ,5 ,8 6 3 18

6-Jun-03 SB-JK-FO-005 16,21,37 14 3 42 42

7-Jun-03SB-JK-FO-003 11 16 1 16

30SB-JK-FO-005 11 14 1 14

8-Jun-03SB-JK-FO-003 9 16 1 16

44SB-JK-FO-010 3, 16 14 2 28

9-Jun-03SB-JK-FO-010 29,43, 56, 70, 83 14 5 70

84SB-JK-FO-005 42 14 1 14

lO-Jun-03 SB-JK-FO-003 4, 18, 20, 39 16 4 64 64ll-Jun-03 SB-JK-FO-003 2, 14,16 16 3 48 48

12-Jim-03SB-JK-FO-003 12,41 16 2 32

64SB-JK-FO-007 3, 43 16 2 32

13-Jun-03SB-JK-FO-003 7, 10 16 2 32

86SB-JK-FO-009

31,47, 56,60, 69, 73, 82 86, 95

6 9 54

14-Jun-03SB-JK-FO-009

13, 15,29,45,58,71, 84, 97 6 8 48

80SB-JK-FO-007 2,44 16 2 32

16-Jun-03SB-JK-FO-003 5,8 16 2 32

102SB-JK-FO-005 27, 32 14 2 28SB-JK-FO-005 6, 17, 22 14 3 42

18-Jun-03SB-JK-FO-003 37 16 1 16

44SB-JK-FO-005 7, 12 14 2 28

19-Jun-03SB-JK-FO-003 36 16 1 16

48SB-JK-FO-005 5 14 1 14SB-JK-FO-010 5, 18,31 6 3 18

20-Jun-03

SB-JK-FO-005 4 14 1 14

122SB-JK-FO-0107, 10, 20, 23, 33, 36,

45,47,50, 58,60, 63, 72, 74, 77, 85, 87, 90

6 18 108


TABEL DATA PENGELASAN FABRIKASI PIPA (Sambungan)BULAN : JU N I2003


PipaJumlah

JointInchJoint Total

21-Jun-03SB-JK-FO-003 6 16 1 16

80SB-JK-FO-007 34 ,36 ,38 ,40 16 4 64

22-Jun-03SB-JK-FO-007 28, 30, 32 16 3 48

54SB-JK-FO-003 45 6 1 6

23-Jun-03SB-JK-FO-007 22, 24, 26 16 3 48

54SB-JK-FO-005 10 6 1 6

24-Jun-03SB-JK-FO-005 25,30 6 2 12

60SB-JK-FO-007 18, 20, 37 16 3 48

25-Jun-03SB-JK-FO-005 15, 20, 35 6 3 18

66SB-JK-FO-007 14, 16, 35 16 3 48SB-JK-FO-007 10, 12 16 2 32

26-JUI1-03 SB-JK-FO-005 40 6 1 6 52SB-JK-FO-011 87 14 1 14SB-JK-FO-007 31,33, 29 16 3 48

27-Jun-03SB-JK-FO-011

8,21 ,34 ,47 , 60, 73, 100 113, 126

14 9 126174

28-Jun-03 SB-JK-FO-012 3, 19, 36 14 3 42 42

30-Jun-03SB-JK-FO-006 120 14 1 14

84SB-JK-FO-012 42,48, 58, 53, 63 14 5 70


TABEL DATA PENGELASAN FABRIKASI PIPA BULAN : JU L I2003


PipaJumlah

JointInchJoint

Total

SB-JK-FO-007 6 ,8 ,27 16 3 481-Jul-03 SB-JK-FO-012 37,43,49, 54, 59, 64 14 6 84 160

SB-JK-FO-012 73,68 14 2 28SB-JK-FO-003 40 16 1 16

2-M-03 SB-JK-FO-007 23,25 16 2 32 60SB-JK-FO-012 69,74 6 2 12

3-M-03 SB-JK-FO-007 21 16 1 16 16

4-Jul-03SB-JK-FO-003 38 16 1 16SB-JK-FO-007 17 19 16 2 32

Ho

5-Jul-03SB-JK-FO-007 15 16 1 16 AASB-JK-FO-009 6, 20 14 2 28SB-JK-FO-004 1, 2, 3, 6, 68, 122 16 6 96

7-Jul-03 SB-JK-FO-007 9,11,13 16 3 48 176SB-JK-FO-013 2,57 16 2 32SB-JK-FO-004 123, 124 16 2 32SB-JK-FO-007 7 16 1 16

8-M-03 SB-JK-FO-002 1 16 1 16 108SB-JK-FO-009 22, 36 14 2 28SB-JK-FO-013 4 16 1 16SB-JK-FO-002 6 ,8 ,6 5 ,9 7 16 4 64

9-Jul-03 SB-JK-FO-007 4,5 16 2 32 110SB-JK-FO-009 38 14 1 14SB-JK-FO-002 9 16 1 16

10-Jul-03SB-JK-FO-002 18 14 1 14 QOSB-JK-FO-009 49,51,62 14 3 42

OO

SB-JK-FO-013 59 16 1 16SB-JK-FO-002 17 16 1 16

ll-Jul-03SB-JK-FO-002 19 14 1 14SB-JK-FO-009 8, 24,40 6 3 18

/O

SB-JK-FO-009 64, 75 14 2 28

12-Jul-03SB-JK-FO-009 5, 77, 88, 90 14 4 56

68SB-JK-FO-009 53, 66 6 2 12

13-Jul-03SB-JK-FO-003 3 16 1 16

44SB-JK-FO-009 21,37 14 2 28SB-JK-FO-005 2 14 1 14 ■

14-Jul-03SB-JK-FO-009 50 14 1 14

62SB-JK-FO-009 79 6 1 6SB-JK-FO-010 2, 13 14 2 28SB-JK-FO-009 63, 101 14 2 28

15-Jul-03SB-JK-FO-009 92 6 1 6SB-JK-FO-009 4 6 1 6

Oo

SB-JK-FO-009 15,28 14 2 28


TABEL DATA PENGELASAN FABRIKASI PIPA (Sambungan)BULAN; JULI2003


PipaJumlah

JointInchJoint

Total

16-M-03SB-JK-FO-009 76, 89 14 2 28

56SB-JK-FO-010 26, 39 14 2 28

17-Jul-03SB-JK-FO-010 17, 30,44 6 3 18

74SB-JK-FO-010 1,41, 14,55 14 4 56

18-Jul-03SB-JK-FO-010 53,66, 68, 80, 82 14 5 70

76SB-JK-FO-010 57 6 1 6

19-Jul-03SB-JK-FO-010 27 14 1 14

26SB-JK-FO-010 71,84 6 2 12

21-Jul-03SB-JK-FO-010 40,42, 93, 95 14 4 56

70SB-JK-FO-011 4 14 1 14

22-Jul-03SB-JK-FO-010 54, 67, 96, 97 14 4 56

84SB-JK-FO-011 2,3 14 2 28SB-JK-FO-001 31,29 16 2 32

23-Jul-03SB-JK-FO-009 12,28,44, 70 6 4 24

86SB-JK-FO-010 69 14 1 14SB-JK-FO-015 2 16 1 16SB-JK-FO-009 57, 83, 96 6 3 18

24-Jul-03SB-JK-FO-010 8,48 6 2 12SB-JK-FO-010 81 14 1 14

ou

SB-JK-FO-015 3 16 1 16

25-Jul-03 SB-JK-FO-0109,21,34, 49,61,75,

88, 896 8 48 48

26-Jul-03SB-JK-FO-010 22, 35, 62, 76 6 4 24SB-JK-FO-009 10, 14, 26, 30,42,46, 9‘ 6 7 42

00

27-Jul-03SB-JK-FO-009 55, 59, 68, 72 6 4 24SB-JK-FO-013 8, 10 16 2 32

J O

28-Jul-03SB-JK-FO-009 81,85,94,98 6 4 24

72SB-JK-FO-013 12, 14, 9 16 3 48

29-Jul-03SB-JK-FO-013 11, 16, 18 16 3 48SB-JK-FO-001 30 16 1 16

0 4

30-Jul-03 SB-JK-FO-013 13,15,20 16 3 48 4831-Jul-03 SB-JK-FO-013 17, 22, 24, 26 16 4 64 64


TABEL DATA PENGELASAN FABRIKASI PIPABULAN: AGUSTUS 2003


PipaJumlah


l-Aug-03SB-JK-FO-010 6,11,19, 24 6 4 24

56SB-JK-FO-013 19, 28 16 2 32

2-Aug-03SB-JK-FO-010 32, 37,46 6 3 18

50SB-JK-FO-013 21,23 16 2 32

4-Aug-03SB-JK-FO-010 51,59,64 6 3 18

82SB-JK-FO-013 25, 30, 32, 34 16 4 64

5-Aug-03SB-JK-FO-013 27, 36 16 2 32

56SB-JK-FO-010 73, 78,86, 91 6 4 24

6-Aug-03SB-JK-FO-011 6 14 1 14

76SB-JK-FO-011 10, 23, 36, 49, 62 6 5 30SB-JK-FO-013 29,31 16 2 32

7-Aug-03SB-JK-FO-011 18, 20,31 14 3 42

74SB-JK-FO-013 33,35 16 2 32

8-Aug-03 SB-JK-FO-011 33, 44,46, 57, 59 14 5 70 70

9-Aug-03

SB-JK-FO-011 9, 22, 35,48, 61 6 5 30

109SB-JK-FO-011 70, 83 14 2 28SB-JK-FO-015 5, 18, 28 16 3 48SB-JK-FO-015 8,11,12 1 3 3

lO-Aug-03SB-JK-FO-011 85, 97 14 2 28

44SB-JK-FO-015 4 16 1 16

ll-Aug-03SB-JK-FO-011 7,72, 99 14 3 42

109SB-JK-FO-015 7 ,42 ,44 ,46 16 4 64SB-JK-FO-015 9, 10, 13 1 3 3

12-Aug-03

SB-JK-FO-011 19, 32 14 2 28

102SB-JK-FO-01112, 25, 75, 89, 102,

115,1286 7 42

SB-JK-FO-015 6, 17 16 2 32

13-Aug-03SB-JK-FO-011

J, ZO, 36, ^1, J l, J't,64, 67, 77, 80,91,94,

104, 107,117, 120,6 18 108

122

SB-JK-FO-011 45 14 1 14

14-Aug-03

SB-JK-FO-011 58 14 1 14

116SB-JK-FO-01126, 39, 74, 78, 88, 92,

105, 118,131 6 9 54

SB-JK-FO-015 40,43, 45 16 3 48

15-Aug-03SB-JK-FO-011 71, 110, 123 14 3 42

90SB-JK-FO-015 38, 39,41 16 3 48

16-Aug-03SB-JK-FO-011 84 14 1 14

30SB-JK-FO-015 36 16 1 16

19-Aug-03

SB-JK-FO-011 112, 125, 136 14 3 42

132SB-JK-FO-011

13,40, 52, 53,64, 101, 114, 127, 119,106, 93,

79, 66, 27, 146 15 90


TABEL DATA PENGELASAN FABRIKASI PIPA (Sambungan)BULAN : AGUSTUS 2003


PipaJumlah


SB-JK-FO-011 86, 98 14 2 2820-Aug-03 SB-JK-FO-011 132 6 1 6 66

SB-JK-FO-015 34,37 16 2 32SB-JK-FO-011 111 14 1 14

21-Aug-03SB-JK-FO-012 2,16 14 2 28

118SB-JK-FO-012 5,21 6 2 12SB-JK-FO-015 30, 32, 33, 35 16 4 64SB-JK-FO-011 124 14 1 14

22-Aug-03SB-JK-FO-012 32, 18 14 2 28 1 C\fiSB-JK-FO-012 7, 8, 9, 10, 23, 24, 25, 2( 6 8 48

lUO

SB-JK-FO-015 31 16 1 16SB-JK-FO-007 39 16 1 16

23-Aug-03SB-JK-FO-012 34 14 1 14SB-JK-FO-012 4, 20 6 2 12

JO

SB-JK-FO-015 29 16 1 16

24-Aug-03SB-JK-FO-007 41 16 1 16

58SB-JK-FO-012 1,17, 39 14 3 42SB-JK-FO-007 42 16 1 16

25-Aug-03 SB-JK-FO-012 33 14 1 14 78SB-JK-FO-013 37, 38,40 16 3 48SB-JK-FO-012 40, 45, 47,51 14 4 56

26-Aug-03 SB-JK-FO-012 38, 44 6 2 12 132SB-JK-FO-013 39,42, 44,46 16 4 64

27-Aug-03SB-JK-FO-012 35, 56, 66,41 14 4 56 00SB-JK-FO-013 41,43 16 2 32

oo

SB-JK-FO-012 46,61,71,76 14 4 5628-Aug-03 SB-JK-FO-012 50, 55, 60, 64, 70 6 5 30 118

SB-JK-FO-013 45, 48 16 2 32SB-JK-FO-012 52,57 14 2 28

29-Aug-03 SB-JK-FO-012 75 6 1 6 98SB-JK-FO-013 47, 49, 50, 52 16 4 64

30-Aug-03SB-JK-FO-012 62, 67, 79, 80,81 14 5 70

102SB-JK-FO-013 51,54 16 2 32


TABEL DATA PENGELASAN FABRIKASI PIPA BULAN; SEPTEMBER 2003


PipaJumlah

JointInchJoint

Total

l-Sep-03SB-JK-FO-012 72, 77 14 2 28

60SB-JK-FO-013 53,56 16 2 32

2-Sep-03SB-JK-FO-012 78 14 1 14

46SB-JK-FO-013 6,58 16 2 32

3-Sep-03SB-JK-FO-011

11, 16,24, 29, 37,42, 50,55,63, 68, 76,81

6 12 7288

SB-JK-FO-013 7 16 1 16

4-Sep-03SB-JK-FO-OlO 94 14 1 14

52SB-JK-FO-011 5 14 1 14SB-JK-FO-011 90, 95, 103, 108 6 4 24

5-Sep-03SB-JK-FO-011 116, 121, 129, 134 6 4 24

56SB-JK-FO-013 3,5 16 2 32

6-Sep-03SB-JK-FO-012 6, 11,22,27 6 4 24

72SB-JK-FO-016 45, 58, 76 16 3 48

7-Sep-03SB-JK-FO-001 25, 27 16 2 32

64SB-JK-FO-016 74 16 1 16SB-JK-FO-017 15 16 1 16

8-Sep-03SB-JK-FO-001 17, 19,21,23 16 4 64

112SB-JK-FO-016 66, 68, 70 16 3 48

9-Sep-03SB-JK-FO-001 13,15,28 16 3 48

96SB-JK-FO-016 62, 64, 69 16 3 , 48

lO-Sep-03SB-JK-FO-001 24, 26 16 2 32

96SB-JK-FO-015 26 16 1 16SB-JK-FO-016 56, 65, 67 16 3 48

ll-Sep-03SB-JK-FO-001 20, 22 16 2 32

112SB-JK-FO-016 37, 60, 63 16 3 48SB-JK-FO-017 23,25 16 2 32

12-Sep-03SB-JK-FO-001 16, 18 16 2 32

64SB-JK-FO-016 59,61 16 2 32

13-Sep-03SB-JK-FO-001 11, 12 16 2 32

86SB-JK-FO-016 31,33, 35 16 3 48SB-JK-FO-016 38, 39,40, 41,42,43 1 6 6

15-Sep-03SB-JK-FO-001 14 16 1 16

48SB-JK-FO-016 36, 47 16 2 3216-Sep-03 SB-JK-FO-016 25, 27, 29, 32, 34, 72 16 6 96 96

17-Sep-03SB-JK-FO-015 48, 50 16 2 32

144SB-JK-FO-016 17, 19,21,23,26, 28, 3( 16 7 112

18-Sep-03SB-JK-FO-015 47, 49 16 2 32

112SB-JK-FO-016 13, 15,71,73,75 16 5 8019-Sep-03 SB-JK-FO-016 9, 11,20, 22, 24 16 5 80 8020-Sep-03 SB-JK-FO-016 5,7, 16, 18 16 4 64 64

21-Sep-03SB-JK-FO-016 1,3, 14 16 3 48

80..SB-JK-FO-017 37,39 16 2 32


TABEL DATA PENGELASAN FABRIKASI PIPA (Sambungan) BULAN: SEPTEMBER 2003


PipaJumlah

JointInchJoint

Total

22-Sep-03SB-JK-FO-016 6, 8, 10, 12 16 4 64

80SB-JK-FO-017 41 16 1 16

23-Sep-03SB-JK-FO-016 2,4 16 2 32

80SB-JK-FO-017 33,35,40 16 3 48

24-Sep-03 SB-JK-FO-017 4, 29 ,31 ,34 ,36 ,38 16 6 96 9625-Sep-03 SB-JK-FO-017 1,2,27, 30, 32 16 5 80 80

26-Sep-03SB-JK-FO-017 5 ,6 ,7 , 8,9, 10,26,28 16 8 128

144SB-JK-FO-018 20 16 1 16

27-Sep-03SB-JK-FO-001 2 16 1 16

80SB-JK-FO-017 3, 14 16 2 32SB-JK-FO-018 17,18 16 2 32

29-Sep-03SB-JK-FO-018 19,21 16 2 32

96SB-JK-FO-019 15,16,18, 20 16 4 6430-Sep-03 SB-JK-FO-019 22, 24, 26, 28, 30, 32 16 6 96 96


TABEL DATA PENGELASAN FABRIKASI PIPA BULAN : OKTOBER 2003


PipaJumlah

JointInchJoint

Total

l-Oct-03 SB-JK-FO-019 17, 19,21,34, 36 16 5 80 802-Oct-03 SB-JK-FO-019 23, 25, 27 16 3 48 483-Oct-03 SB-JK-FO-019 29,31,33 16 3 48 484-Oct-03 SB-JK-FO-008 3,4 ,106,138 16 4 64 64

SB-JK-FO-008 1 ,2 ,6 ,5 1 ,5 9 16 5 80

6-Oct-03SB-JK-FO-015 21,22 0.75 2 1.5

84.5SB-JK-FO-016 51,52 0.75 2 1.5SB-JK-FO-017 18, 19 0.75 2 1.5SB-JK-FO-008 104, 105 16 2 32

7-Oct-03SB-JK-FO-008 107 3 1 3SB-JK-FO-008 121 1 1 1

DZ

SB-JK-FO-019 4 16 1 16SB-JK-FO-008 57 16 1 16

8-Oct-03SB-JK-FO-008 5,58 14 2 28

48SB-JK-FO-002 66 3 1 3SB-JK-FO-002 80 1 1 1

9-Oct-03SB-JK-FO-008 52 0.75 1 0.75

64.75SB-JK-FO-015 52, 53, 57, 58 16 4 64

lO-Oct-03 SB-JK-FO-019 38,40,42 16 3 48 48ll-Oct-03 SB-JK-FO-019 46,44,48, 50 16 4 64 6413-0ct-03 SB-JK-FO-019 35,37, 39 16 3 48 4814-0ct-03 SB-JK-FO-019 52, 54, 41,43,45 16 5 80 8015-0ct-03 SB-JK-FO-019 47, 49,51 16 3 48 48

16-0ct-03SB-JK-FO-001 1 16 1 16

64SB-JK-FO-019 53, 56, 58 16 3 48

17-0ct-03SB-JK-FO-001 5 16 1 16SB-JK-FO-019 55, 57 16 2 32

4o

18-0ct-03 SB-JK-FO-001 3 ,7 ,9 16 3 48 48

20-0ct-03SB-JK-FO-001 10 16 1 16

48SB-JK-FO-015 56, 59 16 2 32

23-Oct-03 SB-JK-FO-001 4 ,6 ,8 16 3 48 48

27-Oct-03SB-JK-FO-014 3 16 1 16

32SB-JK-FO-014 17 16 1 16

28-Oct-03 SB-JK-FO-01453, 54,61,62, 63, 66,

67, 683 8 24 24

29-Oct-03SB-JK-FO-014 1,5,16 16 3 48 C 1SB-JK-FO-014 52 3 1 3

31

SB-JK-FO-002 46,48 3 2 6

30-0ct-03SB-JK-FO-008 85, 87 3 2 6 n(\SB-JK-FO-014 4 16 1 16

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SB-JK-FO-014 18, 19,71 14 3 42SB-JK-FO-002 47 3 1 3

31-0ct-03SB-JK-FO-004 113, 115,116, 117, 118 3 5 15

51SB-JK-FO-008

41,42,45, 46,47, 86, 93, 94, 95, 99, 100

3 11 33

Lampiran 2d: Produktivitas Aktivitas Instalasi Pipa 130

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Lampiran 2e: Produktivitas Aktivitas Urugan Pasir II 132

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Lampiran 3a: Jumlah dan Komposisi Pekerja 138

label Jumlah Dan Komposisi Pekeqa

No Aktivitas Manusia

1 Persiapan dan survei jalur pipa

1 Surveyor 1 Pembantu surveyor

2 Galian 1 Operator Excavator 1 Surveyor 1 Pembantu surveyor

3 Perataan dasar galian 2 Labor4 Uragan pasir sebagai

landasan pipa dan pemadatan (uragan pasir I)

1 Operator Excavator2 Labor1 Surveyor 1 Pembantu surveyor

5 Pemotongan dan beveling pipa

1 Pipefitter 3 Labor

6 Stringing 3 Labor7 Fit up 1 Pipe fitter

2 Labor8 Pengelasan pipa 2 Welder

1 Pembantu welder9 Radiography test (Pihak ketiga)10 Wrapping 2 Labor11 Holiday test 2 Labor12 Lowering dan instalasi 1 Operator Crane

1 Signalman2 Welder1 Pembantu welder2 Pipe fitter3 Labor

13 Memeriksa kelurasan dan elevasi pipa

1 Operator Crane 1 Signalman 1 Surveyor1 Pembantu surveyor2 Labor

14 Uragan pasir setebal 30 cm di atas pipa (uragan pasir II)

1 Operator Excavator2 Labor

15 Uragan kembali 1 Operator Excavator 4 Labor

Lampiran 3b: Jumlah dan Komposisi Alat dan Material 139

label Jumlah dan Komposisi Alat dan Material

No Aktivitas Alat Material

1 Persiapan dan survei jalur pipa

1 Theodolite Bubuk kapur

2 Galian 1 Excavator 1 Waterpass -

3 Perataan dasar galian 1 Plate compactor -4 Unigan pasir sebagai

landasan pipa dan pemadatan (urugan pasir I)

1 Excavator 1 Waterpass

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5 Pemotongan dan beveling pipa

1 Cutting torch2 Mesin gerinda

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1 Air compressor-

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Kawat las Batu gerinda

9 Radiography test - -10 Wrapping 1 Burner Wrapping tape

11 Holiday test 1 Holiday detector -12 Lowering dan instalasi 1 Mobile Crane

2 Mesin gerinda 2 Mesin las1 Air compressor

Kawat las Wire brush Batu gerinda

13 Memeriksa kelurusan dan elevasi pipa

1 Mobile Crane 1 Theodolite 1 Waterpass -

14 Urugan pasir setebal 30 cm di atas pipa (urugan pasir II)

1 Excavator Pasir urug Air

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Air

Lampiran 4: Rencana Alokasi Sumber Daya Proyek 140

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° Durasi(2.1)Volume Pekerjaan (m)

Durasi (hari) =

Lampiran 5: Contoh Perhitungan Untuk Aktivitas Urugan Pasir I 144

Produktivitas (m/jam)*jam keija per hari (jam)

152,5

6,29 * 9

= 2,69 hari

° Estimasi produktivitas aktivitas (2.2)Volume Pekeijaan (m)

Estimasi produktivitas (m/jam) =Durasi (jam)

31,13

= 6,23 m/jam

° Konversi satuan fabrikasi pipa (4.1)

. Jxxmlahinchjointiinchjont)Konversi satuan fabnkasi pipa (inch-jomtlm) --------------------------------------------

Panjang pipa (m)

° Penambahan durasi aktivitas karena lag antar kelompok keija (4.2)Jumlah kelompok keqa bemlang (jkkb) = [rounddown (n/noc)]Jumlah kelompok keija pada akhir section (jkas) = n - (noc*jkkb)Penambahan durasi aktivitas (d g)

Jika jkas = 0, d lag = (noc - \ ) * lag Jika jkas > 0, d = (jkas - \ ) * lag

jkkb = rounddwon (20/1)= 20

jkas = 20 - (1 * 20)= 0

d„g = ( 1 - 1 ) * 0 = 0

° Konversi satuan produktivitas galian tanah (4.3)Produktivitas excavator (m /jam)

Produktivitas (m/jam) =Luas penampang galian (m )

27,75

11,71 = 2,37 m/jam


° Konversi satuan produktivitas urugan pasir I (4.4)............................. Produktivitas (m /jam)

Produktivitas (m/jam) =Luas penampang urugan pasir I (m )

2,29

0,36 = 6,29 m/jam

° Produktivitas instalasi pipa (4.5)

Produktivitas instalasi pipa = Panjang rata-rata 1durasi instalasi

21,63 m

3,12 jam = 6,29 m/jam

° Konversi satuan produktivitas urugan pasir II (4.6)^ , , . , , Produktivitas (mVjam)Produktivitas (m/jam) =

Luas penampang imigan pasir I (m )

4,40

1,812,43 m/jam

° Konversi satuan produktivitas urugan kembali (4.7) Produktivitas (mVjam)

Produktivitas (m/jam) = -----------------------------------------------Luas penampang urugan kembali (m )

18,50

9,44 = 1,96 m/jam

° Durasi kelompok keq a (4.8)d(i) = Vol(,)/ (P(i)*jam kerja)

d(i) = Vol(i) / (P(i)*jam keqa)

- 152,56,29 * 9

= 2,69 hari

° End buffer dan Start buffer (4.9 dan 4.10)aktivitas 2 = jika P(l)*noc(l) < P(2)*noc(2)

Buffer dk xviiaiS, 2 = start buffer, i^ V {\)* n o c{\) > P(2)*noc(2)

P( l )*noc( l ) = 2,37*2 =4,74 P(2) * noc (2) = 6,29 * 1 = 6,29 P(l) * noc (1) < P(2) * noc (2) ^ end buffer

LampiranS: Contoh Perhitungan Untuk Aktivitas Urugan Pasir I 146

° Durasi aktivitas (4.11)^ aktivitas (jkkb*d kelompokkerja)+Gkas’*d kelonvokkerja)+d lag

Jikajkas = 0,jkas’ = 0 Jikajkas>0,jkas’ = 1

jkas =0 -» jkas' = 0d aktivitas = (20 * 2,69) + (0 * 2,69) + 0

= 53,88 hari

° Start aktivitas (4.12 dan 4.13)Jika buffer aktivitas 2 = end buffer

Start aktivitas 2 = Finish aktivitas 2 - d aktivitas

Jika buffer aktivitas 2 = start buffer

Start aktivitas 2 = Start aktivitas 1 + d aktivitas + buffer

buffer = end buffer = 76,89-53,88 = 23,01

° Finish aktivitas (4.14 dan 4.15)Jika buffer aktivitas 2 = end buffer

Finish aktivitas 2 = Finish aktivitas 1 + d aktivitas + buffer

Jika buffer aktivitas 2 = start buffer

Finish aktivitas 2 = Start aktivitas 2 + d aktivitas

buffer = end buffer= 71,50+ 2,69+ 2,70 = 76,89

° Volume kemajuan aktivitas rencana (4.16)Volume kemajuan aktivitas rencana = P aktivitas * jumlah hari

= 56,61 * 16,99 = 961,69 m

° Produktivitas aktivitas (4.17)

panjang pipa totalP aktivitas ”

d aktivitas*I10C

3050

53,88 * 1

= 56,61


° Jumlahhari (4.18) jiimlah hari = hari monitoring - waktu start aktivitas

= 40 - 23,01 = 16,99

° Persentase durasi total proyek%durasi total proyek= durasi proyek revisi - durasi proyek rencana *

durasi proyek rencana

123,84

= 0%

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