49700707 t9085-estimate-blank

ESTIMATE SUMMARY SHEETDate Printed : 28-Feb-11

Project : Description : Overland System PROJ. No : 9057

Location : Revision : R0 Base Date : 01-Dec-07

Client Name : 0 Period Date : 0 Prepared by : D J Winterburn

A % OF B TOTAL % OF TOTAL

CODE DESCRIPTION - PROCURED ITEMS SUPPLY TOTAL "A" ERECTION (A + B) (A + B)

ROM Tip 0.0%

Sacrificial Conveyor 0.0%

0.0%

0.0%

0.0%

0.0%

- 0.0%

Earthworks - - 0.0%

Civils - - 0.0%

Electrics & Instrumentation - 0.0%

Piping - 0.0%

Electrical P&G'S 0.0%

Mech Erection P&G'S - - 0.0%

Earthworks & Civils P&G's - - 0.0%

Transport & Packing ### 12,402,014 100.0%

Commissioning Spares - 0%

Commissioning Labour - 0%

TOTALS "A" & "B" :- PROCURED ITEMS 0 0% 12,402,014 12,402,014 100%

NON PROCURED ITEMS

ENGINEERING 0 0.0%

MANAGEMENT & SERVICES 0 0.0%

H.O. SUNDRIES 0 0.0%

CONSTRUCTION MANAGEMENT 0 0.0%

COMMISSIONING 0 0.0%

COMMISSIONING SUNDRIES 0 0.0%

TRAINING 0 0.0%

DEFECTS LIABILITY PERIOD 0 0.0%

PERFORMANCE TESTING 0.0%

DISBURSEMENTS 0 0.0%

SITE RELATED COSTS (FIXED) 0 0.0%

SITE RELATED COSTS (TIME RELATED) 0 0.0%

SITE LIVING OUT ALLOWANCES 0 0.0%

SUNK COSTS TO DATE 0 0.0%

0.00

TOTAL "C" :- NON-PROCURED ITEMS 0 0 0 0%

TOTAL NET COST 12,402,014 100.00

400 Interest & Surety Bond 0

500 Escalation 0

600 Fee 0.00% (% Of Total A + B) 0

700 Insurance 0

800 Contingency 0

OVERALL TOTAL 0 12,402,014

VAT = 0.00% 0 0

TOTAL + VAT 0 12,402,014

Sheet 2 of 21

PROJECT N° : 5049

DISCIPLINE ENGINEERING RESOURCE SCHEDULE PREPARED BY : CG

DATE : 13/10/97

CLIENT : DCP PROJECT TITLE : DRC KOV APPROVED :

FUNCTION RES. Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr MayJun Jul AugSep Oct Nov Dec Man Man Man HRS / TOTALCODE 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 Mnths Mnths Mnths MNTH HOURS

PROCESS CONSULTANT MD1 0.0 0.0 0.0 165 0PROCESS MANAGER EU1 0.0 0.0 0.0 175 0SNR PROCESS ENGINEER EU2 0.0 0.0 0.0 175 0PROCESS ENGINEER EU3 0.0 0.0 0.0 175 0PROCESS ENGINEERING TECHNICIAN EU4 0.0 0.0 0.0 175 0

PRINCIPAL STRUCTURAL ENGINEER ES1 0.0 0.0 0.0 175 0SENIOR STRUCTURAL ENGINEER ES2 0.0 0.0 0.0 175 0STRUCTURAL ENGINEER ES3 0.0 0.0 0.0 175 0STRUCTURAL ENGINEERING TECHNICIAN ES4 0.0 0.0 0.0 175 0

PRINCIPAL MECHANICAL ENGINEER EM1 0.0 0.0 0.0 175 0SENIOR MECHANICAL ENGINEER EM2 0.0 0.0 0.0 175 0MECHANICAL ENGINEER EM3 0.0 0.0 0.0 175 0MECHANICAL ENGINEERING TECHNICIAN EM4 0.0 0.0 0.0 175 0PRINCIPAL PIPING ENGINEER EP1 0.0 0.0 0.0 175 0SENIOR PIPING ENGINEER EP2 0.0 0.0 0.0 175 0PIPING ENGINEER EP3 0.0 0.0 0.0 175 0PIPING ENGINEERING TECHNICIAN EP4 0.0 0.0 0.0 175 0CAD SYSTEM SUPERVISOR DC1 0.0 0.0 0.0 200 0SENIOR CAD DRAUGHTSMAN DC2 0.0 0.0 0.0 200 0CAD DRAUGHTSMAN (TRAINEE) DC3 0.0 0.0 0.0 200 0SENIOR DESIGN DRAUGHTSMAN DD1 0.0 0.0 0.0 200 0DESIGN DRAUGHTSMAN DD2 0.0 0.0 0.0 200 0DRAWING OFFICE CLERK DO1 0.0 0.0 0.0 200 0SENIOR SECTION LEADER DS1 0.0 0.0 0.0 200 0SECTION LEADER DS2 0.0 0.0 0.0 200 0CAD TRACER DT1 0.0 0.0 0.0 200 0TRACER pcms input DT2 0.0 0.0 0.0 200 0DOCUMENT CONTROLLER DT3 0.0 0.0 0.0 200 0

0PRINCIPAL ELECTRICAL ENGINEER EE1 0.0 0.0 0.0 175 0SENIOR ELECTRICAL ENGINEER EE2 0.0 0.0 0.0 175 0ELECTRICAL ENGINEER EE3 0.0 0.0 0.0 175 0ELECTRICAL ENGINEERING TECHNICIAN EE4 0.0 0.0 0.0 175 0CAD SYSTEM SUPERVISOR DC1 0.0 0.0 0.0 200 0SENIOR CAD DRAUGHTSMAN DC2 0.0 0.0 0.0 200 0CAD DRAUGHTSMAN (TRAINEE) DC3 0.0 0.0 0.0 200 0SENIOR DESIGN DRAUGHTSMAN DD1 0.0 0.0 0.0 200 0DESIGN DRAUGHTSMAN DD2 0.0 0.0 0.0 200 0DRAWING OFFICE CLERK DO1 0.0 0.0 0.0 200 0SENIOR SECTION LEADER DS1 0.0 0.0 0.0 200 0SECTION LEADER DS2 0.0 0.0 0.0 200 0CAD TRACER DT1 0.0 0.0 0.0 200 0TRACER DT2 0.0 0.0 0.0 200 0TRAINEE DRAUGHTSMAN DT3 0PRINCIPAL INSTRUMENT ENGINEER EI1 0.0 0.0 0.0 175 0SENIOR INSTRUMENT ENGINEER EI2 0.0 0.0 0.0 175 0INSTRUMENT ENGINEER EI3 0.0 0.0 0.0 175 0INSTRUMENT ENGINEERING TECHNICIAN EI4 0.0 0.0 0.0 175 0CAD SYSTEM SUPERVISOR DC1 0.0 0.0 0.0 200 0SENIOR CAD DRAUGHTSMAN DC2 0.0 0.0 0.0 200 0CAD DRAUGHTSMAN (TRAINEE) DC3 0.0 0.0 0.0 200 0SENIOR DESIGN DRAUGHTSMAN DD1 0.0 0.0 0.0 200 0DESIGN DRAUGHTSMAN DD2 0.0 0.0 0.0 200 0DRAWING OFFICE CLERK DO1 0.0 0.0 0.0 200 0SENIOR SECTION LEADER DS1 0.0 0.0 0.0 200 0SECTION LEADER DS2 0.0 0.0 0.0 200 0CAD TRACER DT1 0.0 0.0 0.0 200 0TRACER DT2 0.0 0.0 0.0 200 0TRAINEE DRAUGHTSMAN DT3 0.0 0.0 0.0 200 0

PRINCIPAL CIVIL ENGINEER EC1 0.0 0.0 0.0 175 0SENIOR CIVIL ENGINEER EC2 0.0 0.0 0.0 175 0CIVIL ENGINEER EC3 0.0 0.0 0.0 175 0CIVIL ENGINEERING TECHNICIAN EC4 0.0 0.0 0.0 175 0CAD SYSTEM SUPERVISOR DC1 0.0 0.0 0.0 200 0SENIOR CAD DRAUGHTSMAN DC2 0.0 0.0 0.0 200 0CAD DRAUGHTSMAN (TRAINEE) DC3 0.0 0.0 0.0 200 0SENIOR DESIGN DRAUGHTSMAN DD1 0.0 0.0 0.0 200 0DESIGN DRAUGHTSMAN DD2 0.0 0.0 0.0 200 0DRAWING OFFICE CLERK DO1 0.0 0.0 0.0 200 0SENIOR SECTION LEADER DS1 0.0 0.0 0.0 200 0SECTION LEADER DS2 0.0 0.0 0.0 200 0CAD TRACER DT1 0.0 0.0 0.0 200 0TRACER DT2 0.0 0.0 0.0 200 0TRAINEE DRAUGHTSMAN DT3 0.0 0.0 0.0 200 0

PROJECT N° : 5049

PROJECT MANAGEMENT & SERVICES RESOURCE SCHEDULE PREPARED BY : CG

DATE : 13/10/97

CLIENT : DCP PROJECT TITLE : DRC KOV 0 APPROVED : 0

FUNCTION RES. Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr MayJun Jul AugSep Oct Nov Dec MAN MAN MAN HRS / TOTALCODE 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 Mnths Mnths Mnths MNTH HOURS

SENIOR PROJECT MANAGER MP1 0.1 0.1 0.1 0.2 0.1 0.0 175 53PROJECT MANAGER MP2 1.0 1.0 1.0 2.0 1.0 0.0 175 525PROJECT SECRETARY JP1 0.5 0.5 1.0 1.0 1.0 0.0 165 330TECHNICAL CLERK JO2 0.0 0.0 0.0 175 0

PRINCIPAL PROJECT ENGINEER EN1 0.0 0.0 0.0 175 0SENIOR PROJECT ENGINEER EN2 0.0 0.0 0.0 175 0PROJECT ENGINEER EN3 0.0 0.0 0.0 175 0PROJECT ENGINEERING TECHNICIAN EN4 0.0 0.0 0.0 175 0

FINANCIAL ACCOUNTANT KA2 0.0 0.0 0.0 165 0ASSISTANT FINANCIAL ACCOUNTANT KA3 0.0 0.0 0.0 165 0ACCOUNTS CLERK KE2 0.0 0.0 0.0 165 0SENIOR PROJECT ACCOUNTANT KP1 0.0 0.0 0.0 165 0PROJECT ACCOUNTANT KP2 1.0 1.0 1.0 2.0 1.0 0.0 165 495PROJECT ACCOUNTS CLERK KP3 0.0 0.0 0.0 165 0

SENIOR COST ENGINEER PE1 0.0 0.0 0.0 175 0COST ENGINEER PE2 1.0 1.0 1.0 2.0 1.0 0.0 175 525JUNIOR COST ENGINEER/ASSISTANT ET3 0.0 0.0 0.0 175 0SENIOR ESTIMATOR VE1 0.0 0.0 0.0 175 0ESTIMATOR VE2 0.0 0.0 0.0 175 0

SENIOR PLANNER PA1 0.0 0.0 0.0 175 0PLANNER PA2 1.0 1.0 1.0 2.0 1.0 0.0 175 525

PROJECT PROCUREMENT MANAGER UP1 0.1 0.1 0.1 0.2 0.1 0.0 175 53SUB CONTRACTS ADMINISTRATOR UP2 0.0 0.0 0.0 175 0PROCUREMENT CLERK/SECRETARY UP3 0.0 0.0 0.0 165 0SENIOR BUYER UB1 0.0 0.0 0.0 175 0PROJECT BUYER UB2 0.5 1.0 1.0 1.5 1.0 0.0 175 438TRAFFIC CO-ORD. UB5 0.0 0.0 0.0 175 0SENIOR EXPEDITOR (LOGISTICS) RE1 0.0 0.0 0.0 175 0EXPEDITOR RE2 0.5 0.0 0.5 0.0 175 88TYPIST/SEC/W.P.OPERATOR JT1 0.0 0.0 0.0 165 0

TYPIST/SEC/W.P.OPERATOR JT1 0.0 0.0 0.0 165 0SENIOR QA ENGINEER QA1 0.2 0.0 0.2 0.0 175 35QA ENGINEER QA2 0.0 0.0 0.0 175 0CHIEF INSPECTOR IQ1 0.0 0.0 0.0 175 0SENIOR INSPECTOR IQ2 1.0 0.0 1.0 0.0 175 175

PROJECT N° : 5049

CONSTRUCTION MANAGEMENT RESOURCE SCHEDULE PREPARED BY : CG

DATE : 13/10/97


FUNCTION RES. Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr MayJun Jul AugSep Oct Nov Dec MAN MAN MAN HRS / TOTAL SITECODE 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 Mnths Mnths Mnths MNTH HOURS ALLOW

CONSTRUCTION MANAGER MC1 0.0 0.0 0.0 220 0FIELD ENGINEER CIVIL SE2 0.0 0.0 0.0 220 0FIELD ENGINEER STRUCTURAL SE2 0.0 0.0 0.0 220 0FIELD ENGINEER MECHANICAL/PIPE SE2 0.0 0.0 0.0 220 0FIELD ENGINEER ELECTRICAL/INSTR. SE2 0.0 0.0 0.0 220 0SUBCONTRACTS ADMINISTRATOR UP2 0.0 0.0 0.0 220 0MATERIAL CONTROLLER OM2 0.0 0.0 0.0 220 0CLERKS (Material & admin) SA3 0.0 0.0 0.0 220 0FIELD SUPERVISOR CIVIL SF2 0.0 0.0 0.0 220 0FIELD SUPERVISOR STRUCTURAL SF2 0.0 0.0 0.0 220 0FIELD SUPERVISOR MECHANICAL (QS) SF2 0.0 0.0 0.0 220 0FIELD SUPERVISOR ELECT/INSTRS SF2 0.0 0.0 0.0 220 0FIELD SUPERVISOR PAINTING SF2 0.0 0.0 0.0 220 0FIELD SUPERVISOR PIPING SF2 0.0 0.0 0.0 220 0CHIEF FIELD ENGINEER PH6 0.0 0.0 0.0 220 0SENIOR SITE MANAGER MS1 0.0 0.0 0.0 220 0AREA SUPERINDENDENT SF1 0.0 0.0 0.0 220 0SITE ADMINISTRATOR (ACCOMODATION) SA1 0.0 0.0 0.0 220 0SITE ACCOUNTANT KP2 0.0 0.0 0.0 220 0TYPIST/SEC/W.P.OPERATOR JT1 0.0 0.0 0.0 220 0LABOURER AA1 0.0 0.0 0.0 220 0DOCUMENT CONTROLLER ZB1 0.0 0.0 0.0 220 0CLERKS & DRIVERS AC1 0.0 0.0 0.0 220 0SITE SAFETY MANAGER SS1 0.0 0.0 0.0 220 0SITE PLANNER PA2 0.0 0.0 0.0 220 0QUALITY ENGINEER QA2 0.0 0.0 0.0 220 0ENGINEERING SURVEYOR SE2 0.0 0.0 0.0 220 0

0.0 0.0 0.00.0 0.0 0.00.0 0.0 0.00.0 0.0 0.00.0 0.0 0.00.0 0.0 0.00.0 0.0 0.00.0 0.0 0.00.0 0.0 0.00.0 0.0 0.00.0 0.0 0.00.0 0.0 0.00.0 0.0 0.0

PROJECT N° : 5049

COMMISSIONING RESOURCE SCHEDULE PREPARED BY : CG

DATE : 13/10/97


FUNCTION RES. Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr MayJun Jul AugSep Oct Nov Dec MAN MAN MAN HRS / TOTAL SITECODE 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 Mnths Mnths Mnths MNTH HOURS ALLOW

PROCESS COSULTANT & AC Tek MD1 0.5 0.5 2.0 2.0 2.0 2.0 2.0 0.0 0.0 11.0 220 2420SNR PROCESS ENGINEER EU2 0.0 0.0 0.0 220 0RES. CONSTRUCTION MANAGER MC1 0.0 0.0 0.0 220 0JUNIOR MECHANICAL ENGINEER EM2 1.0 1.0 1.0 0.0 0.0 3.0 220 660MECHANICAL ENGINEER EM3 0.5 0.5 1.0 1.0 1.0 0.0 0.0 4.0 220 880SENIOR ELECTRICAL ENGINEER EE2 0.0 0.0 0.0 220 0SCADA SPECIALIST EE3 0.0 0.0 0.0 220 0SENIOR INSTRUMENT ENGINEER EI2 0.0 0.0 0.0 220 0INSTRUMENT ENGINEER EI3 0.0 0.0 0.0 220 0

0.0 0.0 0.0 220 00.0 0.0 0.0 220 00.0 0.0 0.0 220 00.0 0.0 0.0 00.0 0.0 0.0 00.0 0.0 0.0 00.0 0.0 0.0 00.0 0.0 0.0 00.0 0.0 0.0 00.0 0.0 0.0 00.0 0.0 0.0 00.0 0.0 0.0 00.0 0.0 0.0 00.0 0.0 0.0 00.0 0.0 0.0 00.0 0.0 0.0 00.0 0.0 0.0 00.0 0.0 0.0 00.0 0.0 0.0 00.0 0.0 0.0 00.0 0.0 0.0 00.0 0.0 0.0 00.0 0.0 0.0 00.0 0.0 0.0 00.0 0.0 0.0 00.0 0.0 0.0 00.0 0.0 0.0 00.0 0.0 0.0 00.0 0.0 0.0 00.0 0.0 0.0 00.0 0.0 0.0 0

MARG/017 Mhrs

Doc. No. ETS 064Page 6 of 8

Issue: 1Rev: 0

Date: 16th May 2003MANHOUR ESTIMATES HOURS Current 2008 2009 TOTAL TOTAL REMARKS% RATE RATE HOURS RATE HOURS RATE HOURS COST HOURS

0SUMMARY 0

0ENGINEERING 0.00% 0 0 0 0 0

0MANAGEMENT & SERVICES 45.00% 1,878 1,363 0 1,346,532 3,240

0H.O. SUNDRIES 0.00% 0 0 97,200 0

0CONSTRUCTION MANAGEMENT 0.00% 0 0 0 0 0

0COMMISSIONING 55.00% 0 0 3,960 2,637,525 3,960

0COMMISSIONING SUNDRIES 0.00% 0 0 100,000 0

0TRAINING 0.00% 0 0 0 0 0

0DEFECTS LIABILITY PERIOD 0.00% 0 0 0 0 0

0PERFORMANCE TESTING 0.00% 0 0 0 0 0

DISBURSEMENTS 369,845

SITE RELATED COSTS (FIXED) 0.00% 0 0 611,080 0

SITE RELATED COSTS (TIME RELATED) 0.00% 0 0 1,375,400 0

SITE LIVING OUT ALLOWANCES 3,312,000

SUNK COSTS TO DATE 1,127,677

0

GRAND TOTAL 100% 1,878 1,363 3,960 10,977,259 7,200

PROJECT N° : ###

DISCIPLINE ENGINEERING RESOURCE SCHEDULE PREPARED BY : CG

DATE : 13/10/97

CLIENT : DCP PROJECT TITLE : 0 APPROVED : 0

FUNCTION Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec1 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

PROCESS 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

STRUCTURAL 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

MECHANICAL 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

ELECTRICAL 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

INSTRUMENTATION 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

CIVILS 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

GRAND TOTAL ENGINEERING 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

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

0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1.0

Engineering Manpower

PROCESS STRUCTURAL MECHANICAL ELECTRICAL INSTRUMENTATION CIVILSMonth N°

Man

Mo

nth

s

PROJECT N° : ###

PROJECT MANAGEMENT & SERVICES RESOURCE SCHEDULE PREPARED BY : CGDATE : 13/10/97

CLIENT : DCP PROJECT TITLE : 0 APPROVED : 0FUNCTION Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

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 30PROJ MANAGEMENT & PROJ ENG 1.6 1.6 2.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

PROJECT CONTROLS 3.0 3.0 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

PROCUREMENT 0.6 1.1 1.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

QUALITY MANAGEMENT 0.0 0.0 1.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

TOTAL PROJECT MANAGEMENT & SERVICES 5.2 5.7 7.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

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

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

Project Management & Services Manpower

Row 56 Row 57 Row 58 Row 59Month N°

Man

Mo

nth

s

PROJECT N° : ###

CONSTRUCTION MANAGEMENT RESOURCE SCHEDULE PREPARED BY : CGDATE : 13/10/97


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 30CONSTRUCTION 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

TOTAL CONSTRUCTION 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

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

0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1.0

Construction Management Manpower

Row 104Month N°

Man

Mo

nth

s

PROJECT N° : ###

COMMISSIONING RESOURCE SCHEDULE PREPARED BY : CGDATE : 13/10/97


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 30COMMISSIONING 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 1.0 4.0 4.0 4.0 2.0 2.0 0.0 0.0 0.0 0.0

TOTAL COMMISSIONING 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 1.0 4.0 4.0 4.0 2.0 2.0 0.0 0.0 0.0 0.0

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

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

Commissioning Manpower

Row 152Month N°

Man

Mo

nth

s

PROJECT N° : ###

OVERALL PROJECT RESOURCE SCHEDULE PREPARED BY : CGDATE : 13/10/97


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 30ENGINEERING 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

PROJECT MANAGEMENT & SERVICES 5.2 5.7 7.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

CONSTRUCTION 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

COMMISSIONING 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 1.0 4.0 4.0 4.0 2.0 2.0 0.0 0.0 0.0 0.0

TOTAL OVERALL PROJECT 5.2 5.7 7.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 1.0 4.0 4.0 4.0 2.0 2.0 0.0 0.0 0.0 0.0

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

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

Overall Project Manpower

Row 200 Row 201 Row 202 Row 203Month N°

Man

Mo

nth

s

02/28/2011 52480292.xlsROM TIP

Page 12

ROM Tip Lift Length 1

#REF! #REF! Mechanical Supply Mechanical Erection 1.2

MECHANICAL Quant Units Rate Cost Rate Cost Mech Mass

kW - #REF! each - total unit

Electric OverHead Crane 40 ton 1 each 862,641 862,641 20,383 20,383 15.00 15.00

Hydraulic RockBreaker 1 each 2,409,156 2,409,156 73,171 73,171 12.81 12.81

Apron Feeder Osborn 1800mm x 9000mm 30kw 1 each 2,959,150 2,959,150 14,634 14,634 30.00 30.00

Vibrating Grizzley Feeder HGF 1852 2G (Sandvik) 1 each 1,025,050 1,025,050 9,756 9,756 9.00 9.00

Primary Jaw Crusher 1513HD ( Sandvik) 1 each 4,761,875 4,761,875 41,812 41,812 63.50 63.50

each - - - 0.00 0.55

Spillage Pump 15 kW 1 each 60,500 60,500 7,317 7,317 1.00 1.00

Dust suppression truck tipping bay 1 each 69,935 69,935 10,490 10,490 0Dust Suppression - Apron Feeder Discharge Chute 1 each 73,291 73,291 10,994 10,994 0

Dust suppression - Vibrating Screen Underpan 1 each 61,473 61,473 9,221 9,221 0

HYDROVANE HV -30 Compressor ( Area 1) 1 each 134,453 134,453 20,168 20,168 0

Receiver Tank 1 each 28,550 28,550 4,283 4,283 0

Commissioning & supervision by vendors 100 each 5,000 500,000 - - 0

each - - - - 0

each - - - - 0each - - - - 0

each - - - - 0

each - - - - 0

each - - - - 0

each - - - - 0

each - - - - 0

each - - - - 0each - - - - 0

each - - - - 0

each - - - - 0

each - - - - 0

each - - - - 0

each - - - - 0

each - - - - 0each - - - - 0

each - - - - 0.000

each - - - - 0

each - - - - 0

each - - - - 0

each - - - - 0

each - - - - 0each - - - - 0

each - - - - 0

5 Ton Maintenance Crawl - Chain Block each - - - - 0

TRANSPORT MECHANICAL load 604,172 - - -

- -

Sub-Total Mechanical Supply tms 12,946,074 222,230 131.31 Ton

cnROM Tip pss Platework / Structural Supply Plate/Struct Erection

PLATEWORK Quant Units Rate Cost Rate Cost metres kg/m

Static Grizzley & 500 ton Bin 64.00 ton 28,497 1,823,785 5,854 374,636

Apron Feeder (Feed; Discharge & UnderPan) 8.50 ton 28,882 245,494 3,903 33,171

Vibrating Grizzley Feeder (Feed; Discharge & UnderPan) 4.50 ton 28,497 128,235 3,903 17,561

Primary Jaw Crusher Discharge Chute 2.30 ton 28,497 65,542 3,903 8,976

44.30 ton 26,962 1,194,429 1,986 87,985 ton - 0 -

0.00 ton - 0 -

PAINTING 79.30 /ton 3,231 256,218 525 41,633

Platework Bolts 4.94 18,925 93,564 2,091 10,336

TRANSPORT PLATEWORK 123.60 /ton - 0

Sub-Total Platework Supply 123.60 ton 3,807,268 574,297 1.00

STRUCTURAL metres kg/mStructural Bolts 4.84 ton 19,860 96,121 1,986 9,613

EOH Crane Building Roof Steelwork 14.00 ton 19,313 270,380 4,878 68,293

Apron Feeder Support Steelwork 9.00 ton 23,329 209,964 4,146 37,317

Rock Breaker Support Steelwork 3.00 ton 23,714 71,143 4,878 14,634

Support Platforms 19.00 ton 23,329 443,258 3,903 74,148 0.0

EOH Crane Building Steelwork 62.00 ton 2,477 153,551 4,878 302,442 0.0

Flight Deck Maintenance Platform 3.00 ton 23,494 70,483 4,878 14,634 0.00.00 ton 0 - 0 -

Guards (38 kg/m²) 30.00 953 28,593 575 17,247 0.0

Grating 215.00 685 147,370 159 34,088 0.0

Handrail 350.00 L metre 220 76,992 45 15,852

Chain for Feeder Bin 1.00 ton 3,500 3,500 1,000 1,000 0.0

ton 0 - 0 - 0.0

ton 0 - 0 - 0.00.00 0 - 0 - 0.0

Sheeting-Roof & Sides 1,840.00 60 110,400 68 125,065 0.0

0.00 0 - 0 - 0.0

Stair Tread RS 40x4,5 750w 135.00 each 99 13,383 77 10,348 0.0

Stair Stringers & Landings 10.00 ton 18,741 187,409 3,903 39,025 0.0

0.00 ton 0 - 0 -

0.00 ton 0 - 0 - 0.00 ton 0 - 0 -

ton 0 - 0 -

0.00 ton 0 - 0 - 0.0

each 0 - 0 - 0.0

ton 0 - 0 - 0.0

PAINTING 125.84 /ton 4,650 585,102 642 80,750 0.0

TRANSPORT STRUCTURAL 125.84 /ton 0 0 - 0.0 - - 0.0

Sub-Total Structural Supply 145.95 ton 2,467,649 844,456 0.0

TOTAL 19,220,992 20,861,975 1,640,983

12thk VRN 400 Total

m2

m2

m2

m2

m2

02/28/2011 52480292.xlsROM CV01 -Sacr

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Sacrificial Conveyor Lift Length 1

ROM CV-01 20.70 115.00 Mechanical Supply Mechanical Erection 1.2MECHANICAL Quant Units Rate Cost Rate Cost Mech Mass

kW - 45 each - total unit

Belt Splice 2 each - - 7,000 14,000

Belt 1050 wide 630/3 6T & 2B 270.0 L metre 591 159,470 47 12,701 5.03 0.02

BELT RIP DETECTOR each - - - - 0.00SENSOR LOOPS @ 25m PITCH each - - - - 0.00

DRIVE MOTOR 1 each 23,478 23,478 9,059 9,059 0.00

CAPSTAN BRAKE UNIT / DISC BRAKE each - - - - 0.00HOLDBACK & GUARDS ETC 1 each 16,026 16,026 2,091 2,091 0.15 0.15

FLUID HSS COUPLINGS / VSD DRIVE 1 each 66,550 66,550 2,091 2,091 0.00

DRIVE GEARBOX 1 each 23,478 23,478 11,324 11,324 1.50 1.50IDLER - 20º Transition 6 each 1,005 6,030 174 1,041 0.29 0.05

IDLER - 45º Trough 62 each 837 51,894 174 10,759 2.85 0.05IDLER - 45º Impact 12 each 1,420 17,040 174 2,082 0.83 0.07

IDLER - 10º V Return 25 each 552 13,800 174 4,338 0.80 0.03

IDLER - Flat Return 2 each 552 1,104 112 224 0.06 0.03IDLER - 30º Trough Return each 575 - - - 0.00 0.04

M20 TurnBuckle & M16 D-Shackle 0 each - - - - 0.00

Link Chain L=52 & W=46 0 each - - - - 0.00each 132 - - - 0.00 0.00

Pulley-Head / Drive Ø630 1 each 22,666 22,666 3,111 3,111 0.76 0.76Pulley-Head Ø each - - - - 0.00

Pulley-HT Bend Ø each - - - - 0.00

Pulley-LT Bend Ø500 3 each 19,267 57,801 2,542 7,626 1.70 0.57Pulley-Snub Ø each - - 2,839 - 0.00

Pulley-Tail Ø500 1 each 19,267 19,267 2,542 2,542 0.57 0.57Pulley-Take-Up Ø500 1 each 19,267 19,267 2,839 2,839 0.57 0.57

Screw Take-Up TRAVEL = 2.875 - - - - 0.00

SCRAPER - Primary Hosch 1 each 4,662 4,662 906 906 0.05 0.05SCRAPER - Secondary hosch 1 each 15,794 15,794 906 906 0.05 0.05

PLOUGH - Return Belt Hosch 2 each 4,662 9,324 1,087 2,174 0.10 0.05

OverBand Magnet & Metal Detector 1 each 557,029 557,029 3,624 3,624 9.80 9.80Hydraulic Actuators c/w power pack each - - - - 0.00

Sheave Wheels Ø438 6 each 5,804 34,824 383 2,300 4.50 0.75Skirt Rubber 40.0 L metre 1,650 66,000 192 7,666 0.60 0.02

"D" Shackles 9,5 SWL 1 each 266 266 77 77 0.00

Thimbles Ø26 1 each 94 94 84 84 0.00Steel Rope Ø26 85 L metre 70 5,963 38 3,261 0.21 0.00

Rope Clamps 5 each 78 391 38 192 0.00Take-Up Winch 13ooo S II 0 each 40,193 - 5,017 - 0.00 0.66

5 Ton Maintenance Crawl 0 each 46,014 - 2,439 - 0.00 0.25

TRANSPORT MECHANICAL load 59,611 - - - - -

Sub-Total Mechanical Supply tms 1,192,218 107,016 30.42 Ton

cnSacrificial Conveyor pss Platework / Structural Supply Plate/Struct Erection

PLATEWORK Quant Units Rate Cost Rate Cost metres kg/mHead Chute 6mm 2.38 ton 26,646 63,417 3,903 9,289

OverBand Magnet Discharge Platework 6mm 3CR12 0.75 ton 66,615 49,961 3,903 2,927

Feed Section 6mm 2.20 ton 26,646 58,621 3,903 8,587 25thk Ceramic Liners m² 0 - 0 -

0.99 ton 25,112 24,936 1,986 1,972 25.0 0.025

Ballast Box 0.65 ton 22,954 14,920 3,903 2,537 Skirt plates 0.94 ton 23,345 21,886 10,592 9,930 12.5 0.075

PAINTING 6.92 /ton 3,231 22,350 525 3,632 Bolts Platework 0.32 ton 18,925 5,988 2,091 662

TRANSPORT PLATEWORK 8.23 /ton - 0Sub-Total Platework Supply 8.23 ton 262,081 39,535 1.00

STRUCTURAL metres kg/m

Bolts structural 1.58 ton 18,009 28,446 1,986 3,137 Transfer Tower 11.46 ton 19,312 221,393 4,146 47,530 230.0 0.051

Gantry 12m x 2 5.38 ton 21,479 115,471 2,927 15,736 24.0 0.224

Belt TurnOver Stations Head & Tail Ends ton 22,414 - 0 - 0.155Trestles 0.31 ton 23,329 7,162 3,659 1,123 71.0 0.150

Conveyor Walkway 40x4.5 grating 66.75 m² 627 41,852 159 10,613 89.0 0.750Vertical Gravity Take-Up / Tower 1.75 ton 21,644 37,877 3,659 6,403 0.0

Deck Plate (3mm) 1.60 ton 18,081 28,930 3,171 5,074 40.0 0.040

Guards (38 kg/m²) expanded Metal VEM 489 41.00 m² 870 35,670 575 23,575 0.0Grating 40x4.5 41.00 m² 627 25,707 159 6,519 0.0

Handrail 107.50 L metre 201 21,608 45 4,838 Tail Frame 0.55 ton 23,439 12,891 4,390 2,415 0.0

3.90 ton 9,226 35,981 1,045 4,076 0.0

Head / Drive Frame 0.55 ton 21,039 11,571 4,390 2,415 0.0Doghouse Sheeting - Gantries 218.94 m² 236 51,670 91 19,924 89.0 2.460

Sheeting-Roof & Sides ( Transfer House TT1) 80.00 m² 227 18,160 68 5,440 0.0

Doghouse Sheeting - Stringers 0.00 m² 236 - 0 - 2.050Stair Tread RS 40x4,5 750w 20 each 90 1,800 77 1,540 0.0

Stringers Stairs 0.25 ton 17,157 4,289 3,903 976 0.0Stringer & Legs (none standard-with walkway) 7.80 ton 16,937 132,109 4,146 32,339 65.0 0.120

Stringer & Legs (standard-no walkway) 3.37 ton 16,937 57,010 2,718 9,149 33.0 0.102

OverBand Magnet Support Structure 2.58 ton 22,614 58,254 3,903 10,053 64.4 0.040Take-up Trolley ton 25,594 - 0 -

Take-up Trolley - Structure 0.00 ton 21,644 - 0 - 0.0 0.250Take-up Trolley - wheels, bearings & axles each 0 - 0 - 0.0

Drive Structure ton - 0 - 22,000

PAINTING 41.07 /ton 4,600 188,915 0 - 0.0TRANSPORT STRUCTURAL 41.07 /ton 0 0 - 0.0

- - 0.0

Sub-Total Structural Supply 49.41 ton 1,136,766 212,871 0.0

TOTAL 2,892,568 3,297,969 405,401

12thk VRN 400 Total

Counterweight Ballast - Punchings

02/28/2011 52480292.xlsROM CV02 SP WDL

Page 14

Trestles mm Height kgs

1 32 11,680 2291

2 25 9,125 1398

3 19 6,935 903

4 15 5,475 592

5 10 3,650 301

6 8 2,920 218

7 4 1,460 106

8 5 1,825 130

9 4 1,460 106

10 4 1,460 106

11 3 1,095 81

12 3 1,095 81

13 3 1,095 81

14 2 730 54

-

-

-

-

-

-

-

-

-

-

-

- 6,448

CIVIL WORKS : EARTHWORKS, STRUCTURAL CONCRETE & ARCHITECTURAL

CLIENT : DCP Cu/Co REFINERY JOB Nº : 9075

PROJECT : DRC COPPER AND COBALT - PROJECT SARL REV Nº : 0

LOCATION : PRELIMINARY AND GENERAL DATE : 16TH OCT 2007

SABS ITEM DESCRIPTION UNIT QUANTITY RATE TOTAL

8.3.2 1.1 m3 4,250 R 42.00 R 178,500.00

8.3.2 1.2 m3 800 R 42.00 R 33,600.00

8.3.2 1.3 m3 1,250 R 49.00 R 61,250.00

8.3.2 1.4 m3 150 R 56.00 R 8,400.00

8.3.2 1.5 m3 rate only R 63.00

8.3.2 1.6 m3 rate only R 100.00

1.7 Ditto above, blast rock down to required level m3 rate only R 200.00

8.3.3 1.8 m3 400 R 70.00 R 28,000.00

8.3.3 1.9 extra over intermediate excavation. m3 rate only R 140.008.3.3 1.10 extra over hard rock excavation. m3 rate only R 280.00

1.11 m3 235 R 70.00 R 16,450.00

1.12 Cart away excess material, dump and spread, n/e 3 km haul m3 rate only R 14.00

1.13 m3 rate only R 70.00

1.14 m3 18,000 R 56.00 R 1,008,000.00

1.15 m3 120,000 R 42.00 R 5,040,000.00

1.16 m3 15,000 R 49.00 R 735,000.00

Crushing of stone ? m3 15,000 R 140.00 R 2,100,000.001.0 EXCAVATION, BACKFILL AND DISPOSAL OF SPOIL 1.1 Clear and grub existing vegetation m2 10,000 7.00 R 70,000.00

1.2 lin m 110 70.00 R 7,700.00

1.3 m3 341 70.00 R 23,870.00

1.4 Ditto for hard material m3 76 R 140.00 R 10,640.001.5 Ditto above, blast rock down to required level m3 rate only R 210.00

1.6 m3 301 R 70.00 R 21,070.00

1.7 Cart away excess material, dump and spread, n/e 3 km haul m3 231 R 14.00 R 3,234.00

1.8 m3 110 R 70.00 R 7,700.00

1.1 m3 1,489 R 70.00 R 104,230.00


1.4 m3 856 R 70.00 R 59,920.00

1.5 Cart away excess material, dump and spread, n/e 3 km haul m3 1,092 R 14.00 R 15,288.00

1.6 m3 1,318 R 70.00 R 92,232.00

1.7 m3 6,000 R 49.00 R 294,000.00

1.8 m3 9,800 R 49.00 R 480,200.00

1.9 m3 1,250 R 49.00 R 61,250.00

Crushing stone ? m3 1,250 R 140.00 R 175,000.001.0 EXCAVATION, BACKFILL AND DISPOSAL OF SPOIL 1.1 Clear and grub existing vegetation m2 22,000 7.00 R 154,000.00

1.2 lin m 2,200 70.00 R 154,000.00

1.3 lin m 1,800 140.00 R 252,000.00

1.4 m3 1,934 R 70.00 R 135,380.00

1.5 Ditto for hard material m3 rate only R 140.001.6 Ditto above, blast rock down to required level m3 rate only R 210.00

1.7 m3 5 R 7,000.00 R 35,000.00

1.8 m3 18 R 70.00 R 1,260.00

1.9 m3 1,278 R 70.00 R 89,460.00



1.9 m3 12,700 56.00 R 711,200.00

1.10 Ditto for hard material m3 rate only 140.00

1.11 m3 12,700 56.00 R 711,200.00

1.12 m3 8,750 56.00 R 490,000.00

1.0 EXCAVATION, BACKFILL AND DISPOSAL OF SPOIL 1.1 Clear and grub existing vegetation m2 33,000 7.00 R 231,000.00

1.2 lin m 3,200 70.00 R 224,000.00

1.3 lin m 3,200 140.00 R 448,000.00

1.4 m3 3,116 R 70.00 R 218,120.00

1.5 Ditto for hard material m3 567 R 140.001.6 Ditto above, blast rock down to required level m3 87 R 210.00

1.7 m3 rate only R 7,000.00


1.9 m3 2,358 R 70.00 R 165,060.00



1.0 EXCAVATION, BACKFILL AND DISPOSAL OF SPOIL

1.1 m3 341 R 70.00 R 23,870.00


1.4 m3 301 R 70.00 R 21,070.00



1.0 EXCAVATION, BACKFILL AND DISPOSAL OF SPOIL 1.1 Clear and grub existing vegetation m2 900 R 7.00 R 6,300.00

1.2 m3 800 R 70.00 R 56,000.00

1.3 m3 200 R 140.00 R 28,000.00



1.6 m3 275 R 70.00 R 19,250.00


1.2 m3 766 R 70.00 R 53,620.00

1.3 m3 191 R 140.00 R 26,740.00


1.5 m3 696 R 70.00 R 48,720.00


1.7 m3 188 R 70.00 R 13,160.00


1.2 m3 751 R 70.00 R 52,570.00

1.3 m3 65 R 140.00 R 9,100.00

1.4 Ditto above, blast rock down to required level m3 30 R 210.00 R 6,300.00

1.5 m3 559 R 70.00 R 39,130.00


1.7 m3 152 R 70.00 R 10,640.00


1.2 m3 521 R 70.00 R 36,470.00

1.3 Ditto for hard material m3 130 R 140.00 R 18,200.001.4 Ditto above, blast rock down to required level m3 20 R 210.00 R 4,200.00

1.5 m3 430 R 70.00 R 30,100.00


1.0 EXCAVATION, BACKFILL AND DISPOSAL OF SPOIL 1.1 Clear and grub existing vegetation m2 15,000 R 7.00 R 105,000.00

1.2 m3 35,000 R 42.00 R 1,470,000.00

1.3 m3 5,000 R 140.00 R 700,000.00

1.4 m3 17,500 R 56.00 R 980,000.00

1.5 m3 12,000 R 63.00 R 756,000.00

1.6 m3 5,500 R 70.00 R 385,000.00


1.8 m3 550 R 70.00 R 38,500.00

1.9 extra over intermediate excavation. m3 50 R 140.00 R 7,000.001.10 extra over hard rock excavation. m3 16 R 210.00 R 3,360.00

Bulk excavation in existing waste dump ,use for embankment or backfill or dispose, as ordered.Bulk excavation of unsuitable material, use for embankment or backfill or dispose, as ordered.Bulk excavation in soft material, n/e 1.5m deep, use for embankment, backfill or dispose, as ordered.Bulk excavation in soft material, n/e 2.5m deep, use for embankment, backfill or dispose, as ordered.Bulk excavation in soft material, n/e 3.5m deep, use for embankment, backfill or dispose, as ordered.Bulk excavation of hard material, transport,within freehaul, and spread.

Restricted excavation in soft material, n/e 1.5m deep and stockpile material for backfilling

Backfill with excavated material and compact in 150mm layers to 95 % Mod AASHTO, around structures.

Import selected material from existing borrow pit, within freehaul distance.

Backfill bulk excavations, using selected excavated material, and compact in 200mm layers to 90% mod AASHTO.

Construct ramp at tip using suitable granular material, compacted to 95% mod AASHTO, in 200 mm layersConstruct wearing course on ramp 300mm thick, using suitable crushed stone

Cut 10 meter wide access for overland conveyors, including removal of trees, using bulldozer or similar. Restricted excavation in soft material, n/e 1.5m deep and stockpile material for backfilling

Backfill with excavated material and compact in 150mm layers to 95 % Mod AASHTO

Import selected material from existing borrow pit, not exceeding 10 km haul.Restricted excavation in soft material, n/e 1.5m deep and stockpile material for backfilling


Import selected material from existing borrow pit, not exceeding 10 km haul.

Bulk excavation through existing waste ramp, in soft material, and stockpile material for backfilling other areas, n/e 3km haul.

Construct ramp over culvert using suitable granular material, form stockpile in 1.7 above compacted to 95% mod AASHTO, in 200 mm layers

Construct wearing course on ramp 300mm thick, using suitable crushed stone

Cut 10 meter wide access for overland conveyors, including removal of trees, using bulldozer or similar. Prepare surface of overland conveyor in 1.2 above, to receive precast stringer foundationsRestricted excavation in soft material, n/e 1.5m deep and stockpile material for backfilling

Demolish existing concrete structures and foundations and cart away, n/e 3 km, dump and level.Strip and recompact area demolished to a depth of 300mm and reinstate to original ground level.Backfill with excavated material and compact in 150mm layers to 95 % Mod AASHTO

Import selected material from existing borrow pit, not exceeding 10 km haul.Bulk excavation in soft material, and cart away and level material

Backfill bulk excavations, using free issue waste rock , to provide suitable founding . Compact material with 3 passes of 10ton roller, in suitable layers.

Construct berm over rock layer, using suitable granular material, compacted to 95% mod AASHTO, in 200mm layers

Cut 10 meter wide access for overland conveyors, including removal of trees, using bulldozer or similar. Prepare surface of overland conveyor in 1.2 above, to receive precast stringer foundationsRestricted excavation in soft material, n/e 1.5m deep and stockpile material for backfilling

Demolish existing apron slab and cart away, n/e 3 km, dump and level.Strip and recompact area demolished to a depth of 300mm and form to falls to receive apron slab.Backfill with excavated material and compact in 150mm layers to 95 % Mod AASHTO





Restricted excavation in soft material, n/e 2.5m deep and stockpile material for backfillingBulk excavation of hard material, transport,within freehaul, and spread.

Import selected material from existing borrow pit, within freehaul distance.









Bulk excavation in soft material, n/e 3.5m deep, backfill or dispose, as ordered.Bulk excavation of hard material, transport,within freehaul, and spread.

Backfill bulk excavations, using free issue waste rock , to provide suitable founding . Compact material with 3 passes of 10ton roller, in suitable layers.

Backfill with excavated material and compact in 150mm layers to 95 % Mod AASHTO, around structures.Import selected material from existing borrow pit, within freehaul distance.





LOCATION : ROM STOCKYARD DATE : 24th OCT 2007

SECTION : CONCRETE, FORMWORK, REINFORCEMENTSABS ITEM DESCRIPTION UNIT QUANTITY RATE TOTAL Ref.No.

Carried forward from previous page R 18,201,400.00

8.1.2 4.0 REINFORCEMENT8.1.2.2 4.1 Mild steel bars - all sizes t 62 R 14,000.00 R 868,000.008.3.1 4.2 High-tensile steel bars - all sizes t 565 R 14,000.00 R 7,910,000.00

Reinforcing may be light - Generally about 120kg/m3 t 664 R 14,000.00 R 8,422,400.00

8.4.4 5.0 UNFORMED SURFACE FINISHES R 3.50 R 0.00

5.1 Wood-floated finish to slabs, tops of foundations and plinths m² 4,000 R 3.50 R 14,000.00

5.2 Steel-floated finish to floor slabs. m² 382 R 3.50 R 1,337.00

8.7 6.0 GROUTING6.1 1:2 cement/sand grout under base plates m³ 0.08 R 3.50 R 0.286.2 Non-shrink grout under base plates m³ 6 R 3.50 R 21.00

8.8 8

8.1 kg 23,000 R 3.50 R 80,500.00

8.2 kg 194 R 3.50 R 679.00

8.3 As above, cast in plates of varying sizes kg 120 R 3.50 R 420.00

Carried Forward to Summary R 35,498,757.28 5730

H.D. BOLTS AND CAST-IN ITEMS, SUPPLIED BY CONTRACTOR.

Mild steel holding down bolts, with plate welded one end, and threaded other end, and including one nut and washer, and cast into concrete, including forming sleeves for tolerance.

Cast in angles , including tangs welded on, including setting in position and casting in to concrete. Supply to site with primer coat, red Oxide.




LOCATION : SUMMARY SHEET DATE : 24th OCT 2007

Ave $/m3

Bill 1 Preliminary and General - 45% of Total cost 45% R 82,834,628.36 16,474 $718.31

Bill 2 BOQ Main Tip Structure R 22,216,502.50 2,768 $1,146.60

Bill 3 BOQ Conveyor C02-CV-001A, Sacrificial conveyor R 1,196,519.00 105 $1,627.92

Bill 4 BOQ Conveyor C02-CV-001B, Transfer Tower 1 to 2 R 8,071,731.00 1,574 $732.59

Bill 5 BOQ Conveyor C02-CV-002, Transfer Tower 2 to3 R 6,727,316.00 746 $1,288.26

Bill 6 BOQ Conveyor C02-CV-003, Transfer Tower 3 to 4 R 6,967,471.00 1214 $819.90

Bill 7 R 650,685.00105 $885.29

Bill 8 BOQ Stockpile Tunnel R 15,494,465.00 3360 $658.78

Bill 9 R 1,819,013.00262 $991.83

Bill 10 BOQ Conveyor C02-CV-006, Surge Bin to Ball Mills R 2,274,975.00 384 $846.34

Bill 11 R 1,347,538.50226 $851.79

Bill 12 BOQ Stockyard Foundations R 35,498,757.28 5730 $885.04

Total of Bills 1 to 12 inclusive R 185,099,601.64 16474 $1,605.12

VAT if applicable 17.50% R 32,392,430.29

Total tendered amount. R 217,492,031.92

Notes to contractor1 * The contractor is responsible to link totals of Bills 1 to 12inclusive on this page.2 The contractor is to ensure that all extensions of billed items are correct.3 The contractor is to ensure that all page totals , and carry overs between sheets are correct.

BOQ Conveyor C02-CV-004 , Transfer Tower 4 to start of stockyard rails

BOQ Conveyor C02-CV-005, Stockpile tunnel to Surge Bin

BOQ Conveyor C02-CV-004, Transfer Tower 4 to Stockpile

Description CostStacker Steel Structures - Bogies 296,427 Reclaimer Steel structures - BogiesLocal Loads 9,576,324 Jaw Crusher 354,889 Conveyor Belting 2,174,374

Total 12,402,014

02/28/2011 52480292.xlsData Sheet

Page 19

VHE DRIVE GEARBOX each 208,988

VII IDLER - 20º Transition each 1,005

VII IDLER - 45º Trough each 837

VIR IDLER - 45º Impact each 1,420

VIT IDLER - 10º V Return each 552

VIB IDLER - Flat Return each 552

PTM IDLER - 30º Trough Return each 837

VPD M20 TurnBuckle & M16 D-Shackle each -

VPS Link Chain L=52 & W=46 each -

VPP Side Guide rolls Ø60 each 132

VPD Pulley-Head / Drive Ø800 each 69,286

VPH Pulley-Secondary Drive Ø800 each 67,571

VPB Pulley-HT Bend Ø800 each 66,530

VPL Pulley-LT Bend Ø500 each 27,848

VPS Pulley-LT Pulleys Ø630 each 40,316

VPT Pulley-TurnOver Rolls Ø250 each 7,318

VPT Pulley-Tail / Take-Up Ø630 each 33,301

$ RErection Erection

Belt Splice 1000 7,000.00 Belting 6.72 47.04 BELT RIP DETECTOR - SENSOR LOOPS @ 25m PITCH - DRIVE MOTOR 1294.19 9,059.33 CAPSTAN BRAKE UNIT / DISC BRAKE - EXTERNAL HOLDBACK NRT 1085 298.66 2,090.62 FLUID HSS COUPLINGS / VSD DRIVE 298.66 2,090.62 DRIVE GEARBOX 1617.73 11,324.11 IDLER - 20º Transition 24.79 173.53 IDLER - 45º Trough 24.79 173.53 IDLER - 45º Impact 24.79 173.53 IDLER - 10º V Return 16.03 112.21 IDLER - Flat Return 16.03 112.21 IDLER - 30º Trough Return - M20 TurnBuckle & M16 D-Shackle - Link Chain L=52 & W=46 -

- Pulley-Head / Drive Ø500 405.63 2,839.41 Pulley-Head Ø - Pulley-HT Bend Ø - Pulley-LT Bend Ø400 363.12 2,541.84 Pulley-Snub Ø - Pulley-Tail Ø400 363.12 2,541.84 Pulley-Take-Up Ø400 363.12 2,541.84 Screw Take-Up TRAVEL = - SCRAPER - Primary 129.42 905.94 SCRAPER - Secondary 129.42 905.94 PLOUGH - Return Belt 155.3 1,087.10 OverBand Magnet & Metal Detector 517.68 3,623.76 Hydraulic Actuators c/w power pack - Sheave Wheels Ø438 - Skirt Rubber 27.38 191.66 "D" Shackles 9,5 SWL - Thimbles Ø26 - Steel Rope Ø26 - Rope Clamps - Take-Up Winch 13ooo S II - 5 Ton Maintenance Crawl 348.43 2,439.01

TRANSPORT MECHANICAL

Sub-Total Mechanical Supply

DSE Group 5 Group 5 Group 5 Cosira Cosira Cosira AGS AGS AGSPLATEWORK Shop Det Fab Total Shop Det Fab Total

Head Chute 6mm 44,914 715 25,931 26,646 - 557.50 3,903 Feed Section 6mm 30,447 715 25,931 26,646 557.50 3,903 25thk Ceramic Liners 3,795 - -

25,112 25,112 283.73 1,986 Ballast Box 31,985 715 22,239 22,954 557.50 3,903 Skirt plates 26,756 715 22,630 23,345 1513.20 10,592 Painting 27,170 - - Platework Bolts 17,074 17,074 298.66 2,091 Painting Platework 3,231 3,640 75.00 525 Sub-Total Platework Supply - -

- - STRUCTURAL - -

Structural Bolts 28,834 935 17,074 18,009 1,250 28,220 29,470 36,000 36,000 283.73 1,986 Transfer Tower 19,803 1,320 16,142 17,462 1,250 16,720 17,970 1,800 18,060 19,860 592.34 4,146 Gantry 24m & 50m 30,875 935 20,544 21,479 1,250 16,720 17,970 1,800 18,060 19,860 418.12 2,927 Belt TurnOver Stations Head & Tail Ends 30,875 1,320 21,094 22,414 1,360 18,990 20,350 - - Trestles 19,803 935 20,544 21,479 1,700 16,260 17,960 1,800 18,060 19,860 522.65 3,659 Conveyor Walkway 40x4.5 grating 824 39 588 627 70 660 730 60 850 910 22.65 159

30,875 1,100 20,544 21,644 1,700 17,170 18,870 1,800 18,060 19,860 522.65 3,659 Deck Plate (3mm) 19,917 1,320 16,761 18,081 2,050 32,080 34,130 1,800 19,300 21,100 452.97 3,171 Guards (38 kg/m²) 1,801 39 831 870 54 811 865 60 950 1,010 82.13 575 Grating 40x4.5 824 39 588 627 70 777 847 60 950 1,010 22.65 159 Handrail 154 17 185 201 33 233 266 1,800 215 2,015 6.47 45 Tail Frame 30,875 1,045 20,544 21,589 1,700 18,990 20,690 1,800 18,060 19,860 627.18 4,390

9,226 - 24,860 24,860 1,800 18,060 19,860 149.33 1,045 Head Frame & Disc Brake Steelwork 30,875 1,045 19,994 21,039 1,700 18,990 20,690 18,060 18,060 627.18 4,390 Doghouse Sheeting - Gantries 141 236 236 23 116 139 - 12.94 91 Sheeting-Roof & Sides 106 227 227 23 83 106 - 9.71 68 Doghouse Sheeting - Stringers 141 236 236 1,360 18,990 20,350 - - Stair Tread RS 40x4,5 750w 220 90 90 14 198 212 2,400 220 2,620 10.95 77 Stair Stringers 22,264 1,320 15,837 17,157 1,350 18,990 20,340 - 557.50 3,903 Stringer & Legs (none standard-with walkway) 30,875 1,100 15,837 16,937 1,360 18,990 20,350 6,750 18,060 24,810 592.34 4,146 OverLand Stringer & Legs (standard-no walkway) 30,875 1,100 15,837 16,937 1,250 17,170 18,420 2,327 18,060 20,387 388.26 2,718 Overband magnet support tructure 1,320 19,444 20,764 1,360 18,990 20,350 4,637 18,060 22,697 557.50 3,903 Take-up Trolley 33,692 1,100 24,395 25,495 1,700 23,540 25,240 - Take-up Trolley - Structure 115,781 1,100 20,544 21,644 1,700 17,170 18,870 - Take-up Trolley - wheels, bearings & axles - - - Drive Structure 77,187 935 19,994 20,929 1,700 18,990 20,690 - PAINTING/ton 4,649 4,649 - 6,880 - TRANSPORT STRUCTURAL

12thk VRN 400 Total

Vertical Gravity Take-Up / Tower

Counterweight Ballast - Punchings

Belting 1050mm wideGoodyear Dunlop

Cut edge Belting Flexsteel BeltingClass Covers Global X Stacker Global X Stacker

R/M R/M R/M R/M R/M630/3 8.0 x 2.0 621.44 590.63 612400/3 6.0 x 2.0 515.29 490.96 495630/3 8.0 x 2.0 621.44 590.63 612

ST500 5.0 x 5.0 1072.41 1012.01 780ST1000 10.0 x 5.0 1443.29 1354.53 998ST1000 10.0 x 5.0 1443.29 1354.53 998ST500 8.0 x 5.0 1267.89 1189.56 780ST500 8.0 x 5.0 1267.89 1189.56 780

Idlers 1050mm RTroughing 837Impact 1420Transition 1005Troughing curved 837Flat Return Idler 552Side Guide Idlers 132Curved Return Idler 619V Return Idler 552

Documents

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