More Related Content Similar to 49700707 t9085-estimate-blank Similar to 49700707 t9085-estimate-blank (20) More from imaduddin91 (20) 1. ESTIMATE SUMMARY SHEET
Date 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
2. 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 NovDec Man Man Man HRS / TOTAL
CODE 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 0
PROCESS MANAGER EU1 0.0 0.0 0.0 175 0
SNR PROCESS ENGINEER EU2 0.0 0.0 0.0 175 0
PROCESS ENGINEER EU3 0.0 0.0 0.0 175 0
PROCESS ENGINEERING TECHNICIAN EU4 0.0 0.0 0.0 175 0
PRINCIPAL STRUCTURAL ENGINEER ES1 0.0 0.0 0.0 175 0
SENIOR STRUCTURAL ENGINEER ES2 0.0 0.0 0.0 175 0
STRUCTURAL ENGINEER ES3 0.0 0.0 0.0 175 0
STRUCTURAL ENGINEERING TECHNICIAN ES4 0.0 0.0 0.0 175 0
PRINCIPAL MECHANICAL ENGINEER EM1 0.0 0.0 0.0 175 0
SENIOR MECHANICAL ENGINEER EM2 0.0 0.0 0.0 175 0
MECHANICAL ENGINEER EM3 0.0 0.0 0.0 175 0
MECHANICAL ENGINEERING TECHNICIAN EM4 0.0 0.0 0.0 175 0
PRINCIPAL PIPING ENGINEER EP1 0.0 0.0 0.0 175 0
SENIOR PIPING ENGINEER EP2 0.0 0.0 0.0 175 0
PIPING ENGINEER EP3 0.0 0.0 0.0 175 0
PIPING ENGINEERING TECHNICIAN EP4 0.0 0.0 0.0 175 0
CAD SYSTEM SUPERVISOR DC1 0.0 0.0 0.0 200 0
SENIOR CAD DRAUGHTSMAN DC2 0.0 0.0 0.0 200 0
CAD DRAUGHTSMAN (TRAINEE) DC3 0.0 0.0 0.0 200 0
SENIOR DESIGN DRAUGHTSMAN DD1 0.0 0.0 0.0 200 0
DESIGN DRAUGHTSMAN DD2 0.0 0.0 0.0 200 0
DRAWING OFFICE CLERK DO1 0.0 0.0 0.0 200 0
SENIOR SECTION LEADER DS1 0.0 0.0 0.0 200 0
SECTION LEADER DS2 0.0 0.0 0.0 200 0
CAD TRACER DT1 0.0 0.0 0.0 200 0
TRACER pcms input DT2 0.0 0.0 0.0 200 0
DOCUMENT CONTROLLER DT3 0.0 0.0 0.0 200 0
0
PRINCIPAL ELECTRICAL ENGINEER EE1 0.0 0.0 0.0 175 0
SENIOR ELECTRICAL ENGINEER EE2 0.0 0.0 0.0 175 0
ELECTRICAL ENGINEER EE3 0.0 0.0 0.0 175 0
ELECTRICAL ENGINEERING TECHNICIAN EE4 0.0 0.0 0.0 175 0
CAD SYSTEM SUPERVISOR DC1 0.0 0.0 0.0 200 0
SENIOR CAD DRAUGHTSMAN DC2 0.0 0.0 0.0 200 0
CAD DRAUGHTSMAN (TRAINEE) DC3 0.0 0.0 0.0 200 0
SENIOR DESIGN DRAUGHTSMAN DD1 0.0 0.0 0.0 200 0
DESIGN DRAUGHTSMAN DD2 0.0 0.0 0.0 200 0
DRAWING OFFICE CLERK DO1 0.0 0.0 0.0 200 0
SENIOR SECTION LEADER DS1 0.0 0.0 0.0 200 0
SECTION LEADER DS2 0.0 0.0 0.0 200 0
CAD TRACER DT1 0.0 0.0 0.0 200 0
TRACER DT2 0.0 0.0 0.0 200 0
TRAINEE DRAUGHTSMAN DT3 0
PRINCIPAL INSTRUMENT ENGINEER EI1 0.0 0.0 0.0 175 0
SENIOR INSTRUMENT ENGINEER EI2 0.0 0.0 0.0 175 0
INSTRUMENT ENGINEER EI3 0.0 0.0 0.0 175 0
INSTRUMENT ENGINEERING TECHNICIAN EI4 0.0 0.0 0.0 175 0
CAD SYSTEM SUPERVISOR DC1 0.0 0.0 0.0 200 0
SENIOR CAD DRAUGHTSMAN DC2 0.0 0.0 0.0 200 0
CAD DRAUGHTSMAN (TRAINEE) DC3 0.0 0.0 0.0 200 0
SENIOR DESIGN DRAUGHTSMAN DD1 0.0 0.0 0.0 200 0
DESIGN DRAUGHTSMAN DD2 0.0 0.0 0.0 200 0
DRAWING OFFICE CLERK DO1 0.0 0.0 0.0 200 0
SENIOR SECTION LEADER DS1 0.0 0.0 0.0 200 0
SECTION LEADER DS2 0.0 0.0 0.0 200 0
CAD TRACER DT1 0.0 0.0 0.0 200 0
TRACER DT2 0.0 0.0 0.0 200 0
TRAINEE DRAUGHTSMAN DT3 0.0 0.0 0.0 200 0
PRINCIPAL CIVIL ENGINEER EC1 0.0 0.0 0.0 175 0
SENIOR CIVIL ENGINEER EC2 0.0 0.0 0.0 175 0
CIVIL ENGINEER EC3 0.0 0.0 0.0 175 0
CIVIL ENGINEERING TECHNICIAN EC4 0.0 0.0 0.0 175 0
CAD SYSTEM SUPERVISOR DC1 0.0 0.0 0.0 200 0
SENIOR CAD DRAUGHTSMAN DC2 0.0 0.0 0.0 200 0
CAD DRAUGHTSMAN (TRAINEE) DC3 0.0 0.0 0.0 200 0
SENIOR DESIGN DRAUGHTSMAN DD1 0.0 0.0 0.0 200 0
DESIGN DRAUGHTSMAN DD2 0.0 0.0 0.0 200 0
DRAWING OFFICE CLERK DO1 0.0 0.0 0.0 200 0
SENIOR SECTION LEADER DS1 0.0 0.0 0.0 200 0
SECTION LEADER DS2 0.0 0.0 0.0 200 0
CAD TRACER DT1 0.0 0.0 0.0 200 0
TRACER DT2 0.0 0.0 0.0 200 0
TRAINEE DRAUGHTSMAN DT3 0.0 0.0 0.0 200 0
3. 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 / TOTAL
CODE 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 53
PROJECT MANAGER MP2 1.0 1.0 1.0 2.0 1.0 0.0 175 525
PROJECT SECRETARY JP1 0.5 0.5 1.0 1.0 1.0 0.0 165 330
TECHNICAL CLERK JO2 0.0 0.0 0.0 175 0
PRINCIPAL PROJECT ENGINEER EN1 0.0 0.0 0.0 175 0
SENIOR PROJECT ENGINEER EN2 0.0 0.0 0.0 175 0
PROJECT ENGINEER EN3 0.0 0.0 0.0 175 0
PROJECT ENGINEERING TECHNICIAN EN4 0.0 0.0 0.0 175 0
FINANCIAL ACCOUNTANT KA2 0.0 0.0 0.0 165 0
ASSISTANT FINANCIAL ACCOUNTANT KA3 0.0 0.0 0.0 165 0
ACCOUNTS CLERK KE2 0.0 0.0 0.0 165 0
SENIOR PROJECT ACCOUNTANT KP1 0.0 0.0 0.0 165 0
PROJECT ACCOUNTANT KP2 1.0 1.0 1.0 2.0 1.0 0.0 165 495
PROJECT ACCOUNTS CLERK KP3 0.0 0.0 0.0 165 0
SENIOR COST ENGINEER PE1 0.0 0.0 0.0 175 0
COST ENGINEER PE2 1.0 1.0 1.0 2.0 1.0 0.0 175 525
JUNIOR COST ENGINEER/ASSISTANT ET3 0.0 0.0 0.0 175 0
SENIOR ESTIMATOR VE1 0.0 0.0 0.0 175 0
ESTIMATOR VE2 0.0 0.0 0.0 175 0
SENIOR PLANNER PA1 0.0 0.0 0.0 175 0
PLANNER 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 53
SUB CONTRACTS ADMINISTRATOR UP2 0.0 0.0 0.0 175 0
PROCUREMENT CLERK/SECRETARY UP3 0.0 0.0 0.0 165 0
SENIOR BUYER UB1 0.0 0.0 0.0 175 0
PROJECT BUYER UB2 0.5 1.0 1.0 1.5 1.0 0.0 175 438
TRAFFIC CO-ORD. UB5 0.0 0.0 0.0 175 0
SENIOR EXPEDITOR (LOGISTICS) RE1 0.0 0.0 0.0 175 0
EXPEDITOR RE2 0.5 0.0 0.5 0.0 175 88
TYPIST/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 0
SENIOR QA ENGINEER QA1 0.2 0.0 0.2 0.0 175 35
QA ENGINEER QA2 0.0 0.0 0.0 175 0
CHIEF INSPECTOR IQ1 0.0 0.0 0.0 175 0
SENIOR INSPECTOR IQ2 1.0 0.0 1.0 0.0 175 175
4. PROJECT N° : 5049
CONSTRUCTION MANAGEMENT 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 / TOTAL SITE
CODE 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 0
FIELD ENGINEER CIVIL SE2 0.0 0.0 0.0 220 0
FIELD ENGINEER STRUCTURAL SE2 0.0 0.0 0.0 220 0
FIELD ENGINEER MECHANICAL/PIPE SE2 0.0 0.0 0.0 220 0
FIELD ENGINEER ELECTRICAL/INSTR. SE2 0.0 0.0 0.0 220 0
SUBCONTRACTS ADMINISTRATOR UP2 0.0 0.0 0.0 220 0
MATERIAL CONTROLLER OM2 0.0 0.0 0.0 220 0
CLERKS (Material & admin) SA3 0.0 0.0 0.0 220 0
FIELD SUPERVISOR CIVIL SF2 0.0 0.0 0.0 220 0
FIELD SUPERVISOR STRUCTURAL SF2 0.0 0.0 0.0 220 0
FIELD SUPERVISOR MECHANICAL (QS) SF2 0.0 0.0 0.0 220 0
FIELD SUPERVISOR ELECT/INSTRS SF2 0.0 0.0 0.0 220 0
FIELD SUPERVISOR PAINTING SF2 0.0 0.0 0.0 220 0
FIELD SUPERVISOR PIPING SF2 0.0 0.0 0.0 220 0
CHIEF FIELD ENGINEER PH6 0.0 0.0 0.0 220 0
SENIOR SITE MANAGER MS1 0.0 0.0 0.0 220 0
AREA SUPERINDENDENT SF1 0.0 0.0 0.0 220 0
SITE ADMINISTRATOR (ACCOMODATION) SA1 0.0 0.0 0.0 220 0
SITE ACCOUNTANT KP2 0.0 0.0 0.0 220 0
TYPIST/SEC/W.P.OPERATOR JT1 0.0 0.0 0.0 220 0
LABOURER AA1 0.0 0.0 0.0 220 0
DOCUMENT CONTROLLER ZB1 0.0 0.0 0.0 220 0
CLERKS & DRIVERS AC1 0.0 0.0 0.0 220 0
SITE SAFETY MANAGER SS1 0.0 0.0 0.0 220 0
SITE PLANNER PA2 0.0 0.0 0.0 220 0
QUALITY ENGINEER QA2 0.0 0.0 0.0 220 0
ENGINEERING SURVEYOR SE2 0.0 0.0 0.0 220 0
0.0 0.0 0.0
0.0 0.0 0.0
0.0 0.0 0.0
0.0 0.0 0.0
0.0 0.0 0.0
0.0 0.0 0.0
0.0 0.0 0.0
0.0 0.0 0.0
0.0 0.0 0.0
0.0 0.0 0.0
0.0 0.0 0.0
0.0 0.0 0.0
0.0 0.0 0.0
5. PROJECT N° : 5049
COMMISSIONING 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 / TOTAL SITE
CODE 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 2420
SNR PROCESS ENGINEER EU2 0.0 0.0 0.0 220 0
RES. CONSTRUCTION MANAGER MC1 0.0 0.0 0.0 220 0
JUNIOR MECHANICAL ENGINEER EM2 1.0 1.0 1.0 0.0 0.0 3.0 220 660
MECHANICAL ENGINEER EM3 0.5 0.5 1.0 1.0 1.0 0.0 0.0 4.0 220 880
SENIOR ELECTRICAL ENGINEER EE2 0.0 0.0 0.0 220 0
SCADA SPECIALIST EE3 0.0 0.0 0.0 220 0
SENIOR INSTRUMENT ENGINEER EI2 0.0 0.0 0.0 220 0
INSTRUMENT ENGINEER EI3 0.0 0.0 0.0 220 0
0.0 0.0 0.0 220 0
0.0 0.0 0.0 220 0
0.0 0.0 0.0 220 0
0.0 0.0 0.0 0
0.0 0.0 0.0 0
0.0 0.0 0.0 0
0.0 0.0 0.0 0
0.0 0.0 0.0 0
0.0 0.0 0.0 0
0.0 0.0 0.0 0
0.0 0.0 0.0 0
0.0 0.0 0.0 0
0.0 0.0 0.0 0
0.0 0.0 0.0 0
0.0 0.0 0.0 0
0.0 0.0 0.0 0
0.0 0.0 0.0 0
0.0 0.0 0.0 0
0.0 0.0 0.0 0
0.0 0.0 0.0 0
0.0 0.0 0.0 0
0.0 0.0 0.0 0
0.0 0.0 0.0 0
0.0 0.0 0.0 0
0.0 0.0 0.0 0
0.0 0.0 0.0 0
0.0 0.0 0.0 0
0.0 0.0 0.0 0
0.0 0.0 0.0 0
0.0 0.0 0.0 0
0.0 0.0 0.0 0
6. MARG/017 Mhrs
Doc. No. ETS 064
Page 6 of 8
Issue: 1
Rev: 0
Date: 16th May 2003MANHOUR ESTIMATES HOURS Current 2008 2009 TOTAL TOTAL REMARKS
% RATE RATE HOURS RATE HOURS RATE HOURS COST HOURS
0
SUMMARY 0
0
ENGINEERING 0.00% 0 0 0 0 0
0
MANAGEMENT & SERVICES 45.00% 1,878 1,363 0 1,346,532 3,240
0
H.O. SUNDRIES 0.00% 0 0 97,200 0
0
CONSTRUCTION MANAGEMENT 0.00% 0 0 0 0 0
0
COMMISSIONING 55.00% 0 0 3,960 2,637,525 3,960
0
COMMISSIONING SUNDRIES 0.00% 0 0 100,000 0
0
TRAINING 0.00% 0 0 0 0 0
0
DEFECTS LIABILITY PERIOD 0.00% 0 0 0 0 0
0
PERFORMANCE 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
7. 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 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 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 CIVILS
Month N°
ManMonths
8. PROJECT N° : ###
PROJECT MANAGEMENT & SERVICES 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 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 30
PROJ 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 59
Month N°
ManMonths
9. PROJECT N° : ###
CONSTRUCTION MANAGEMENT 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 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 30
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
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 104
Month N°
ManMonths
10. PROJECT N° : ###
COMMISSIONING 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 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 30
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 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 152
Month N°
ManMonths
11. PROJECT N° : ###
OVERALL PROJECT 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 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 30
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
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 203
Month N°
ManMonths
12. 02/28/2011 52480292.xls
ROM 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 0
Dust 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 - - - - 0
each - - - - 0
each - - - - 0
each - - - - 0
each - - - - 0
each - - - - 0
each - - - - 0
each - - - - 0
each - - - - 0
each - - - - 0
each - - - - 0
each - - - - 0
each - - - - 0
each - - - - 0
each - - - - 0
each - - - - 0
each - - - - 0.000
each - - - - 0
each - - - - 0
each - - - - 0
each - - - - 0
each - - - - 0
each - - - - 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
cn
ROM 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/m
Structural 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 0.0
0.00 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 - 0.0
0.00 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
13. 02/28/2011 52480292.xls
ROM CV01 -Sacr
Page 13
Sacrificial Conveyor Lift Length 1
ROM CV-01 20.70 115.00 Mechanical Supply Mechanical Erection 1.2
MECHANICAL 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 - - - - 0.00
SENSOR 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 - - - - 0.00
HOLDBACK & 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 1.50
IDLER - 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 0.05
IDLER - 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 0.03
IDLER - 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 - - - - 0.00
each 132 - - - 0.00 0.00
Pulley-Head / Drive Ø630 1 each 22,666 22,666 3,111 3,111 0.76 0.76
Pulley-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 0.57
Pulley-Snub Ø each - - 2,839 - 0.00
Pulley-Tail Ø500 1 each 19,267 19,267 2,542 2,542 0.57 0.57
Pulley-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 0.05
SCRAPER - 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 9.80
Hydraulic Actuators c/w power pack each - - - - 0.00
Sheave Wheels Ø438 6 each 5,804 34,824 383 2,300 4.50 0.75
Skirt 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 0.00
Steel Rope Ø26 85 L metre 70 5,963 38 3,261 0.21 0.00
Rope Clamps 5 each 78 391 38 192 0.00
Take-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
cn
Sacrificial Conveyor pss Platework / Structural Supply Plate/Struct Erection
PLATEWORK Quant Units Rate Cost Rate Cost metres kg/m
Head 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 - 0
Sub-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 - 0.155
Trestles 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 0.750
Vertical 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 0.0
Grating 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 0.0
Doghouse 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 - 2.050
Stair 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 0.0
Stringer & 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 0.040
Take-up Trolley ton 25,594 - 0 -
Take-up Trolley - Structure 0.00 ton 21,644 - 0 - 0.0 0.250
Take-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 - 0.0
TRANSPORT 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
14. 02/28/2011 52480292.xls
ROM 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
15. 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 140.00
8.3.3 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 2,100,000.00
1.0 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 10,640.00
1.5 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
1.2 Ditto for hard material m3 183 R 140.00 R 25,620.00
1.3 Ditto above, blast rock down to required level m3 rate only R 210.00
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 175,000.00
1.0 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 140.00
1.6 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
1.10 Cart away excess material, dump and spread, n/e 3 km haul m3 1,393 R 14.00 R 19,502.00
1.11 m3 rate only R 70.00
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
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 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.
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
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 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 foundations
Restricted 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
16. 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 : ROM STOCKYARD DATE : 24th OCT 2007
SECTION : CONCRETE, FORMWORK, REINFORCEMENT
SABS ITEM DESCRIPTION UNIT QUANTITY RATE TOTAL
Ref.No.
Carried forward from previous page R 18,201,400.00
8.1.2 4.0 REINFORCEMENT
8.1.2.2 4.1 Mild steel bars - all sizes t 62 R 14,000.00 R 868,000.00
8.3.1 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 GROUTING
6.1 1:2 cement/sand grout under base plates m³ 0.08 R 3.50 R 0.28
6.2 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.
17. 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 : 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 650,685.00
105 $885.29
Bill 8 BOQ Stockpile Tunnel R 15,494,465.00 3360 $658.78
Bill 9 R 1,819,013.00
262 $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 1,347,538.50
226 $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 contractor
1 * 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
18. Description Cost
Stacker Steel Structures -
Bogies 296,427
Reclaimer Steel structures -
Bogies
Local Loads 9,576,324
Jaw Crusher 354,889
Conveyor Belting 2,174,374
Total 12,402,014
19. 02/28/2011 52480292.xls
Data 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
20. $ R
Erection 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 AGS
PLATEWORK 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
21. Belting 1050mm wide
Goodyear Dunlop
Cut edge Belting Flexsteel Belting
Class Covers Global X Stacker Global X Stacker
R/M R/M R/M R/M R/M
630/3 8.0 x 2.0 621.44 590.63 612
400/3 6.0 x 2.0 515.29 490.96 495
630/3 8.0 x 2.0 621.44 590.63 612
ST500 5.0 x 5.0 1072.41 1012.01 780
ST1000 10.0 x 5.0 1443.29 1354.53 998
ST1000 10.0 x 5.0 1443.29 1354.53 998
ST500 8.0 x 5.0 1267.89 1189.56 780
ST500 8.0 x 5.0 1267.89 1189.56 780
Idlers 1050mm R
Troughing 837
Impact 1420
Transition 1005
Troughing curved 837
Flat Return Idler 552
Side Guide Idlers 132
Curved Return Idler 619
V Return Idler 552
