Monthly Progress Report Sample

MILLENNIUM CHALLENGE ACCOUNT MOZAMBIQUE
Consultancy Services for the Supervision of Rehabilitation and Upgrading
of N1 Road between Namialo and Rio Lúrio in Nampula Province,
Mozambique
Phase III – Supervision Services
Contract No: P030
Construction Supervision of Lot 2: Mecutuchi Bridge to Rio Lurio
(74.7km)
Monthly Progress Report No. 26
Main Report
Reporting Period: 01 – 31 October 2013
Scott Wilson Mozambique Lda
Av: Emilia Dausse, no 83R/C
Tel +258 21 312 878
Fax +258 21 304 870
Email: info@scottwilsonmozambique.co.mz
Scott Wilson Ltd
Scott House
Alencon Link
Basingstoke
Hampshire RG21 7PP
United Kingdom
Tel + 44 1256 310200

Supervision of the Rehabilitation and Upgrading of N1 Road between Namialo and Rio Lurio in Nampula Province
Lot 2: Mecutuchi Bridge to Rio Lurio (74.7 km)
Scott Wilson Ltd. Monthly Progress Report No 26: October 2013
Consultant’s Name:
Scott Wilson Ltd
Title of the Project and Phase:
Project: Feasibility Study, Environmental and Social
Impact Assessments, Design and Supervision of Works
for Namialo to Metoro Road, Nampula and Cabo
Delgado Provinces, Mozambique
Phase 3: Supervision Services
Project No.:
P 030
Reporting Period:
01– 31 October 2013
Report Status:
Monthly Progress Report
No 26 – October 2013
Prepared by:
Scott Wilson Ltd
Prepared for:
Millennium Challenge Account (MCA) Mozambique
Contact person from the Consultant:
Charles T. Bopoto
Mob: +258 82 51 59 845
Email: charles.bopoto@urs.com
Contact person from the Client:
Deolinda Nunes
Mob: +258 82 96 45 736
Email: dnunes@mca.gov.mz
Aim of the Report:
To present a concise report of the progress of the Works Contracts and the Consultant’s activities.
Synopsis:
This Report presents details of the progress status of the Works Contracts as well the Consultant’s Phase
3 activities for the period 01-31 October 2013. It presents the actual progress for the key activities;
Contractor’s invoices, payments and Claims; it also draws attention to project issues for which action is
required by any of the parties to the Contract.
Details of progress of the contract, including an analysis of the Contractors’ progress, programme,
resource mobilization and utilization, superintendence, financial status, quality control, EHSS matters
and Ancillary Activities are also presented in this Report.
Recommendations:
• The Contractor must remain alert and ensure prompt response to breakdowns on equipment.
• Production at the quarry, hauling of material and compaction works in the road must be
good coordinated. Contractor needs to solve the problem of intermittent shortage of
diesel as observed during the reporting period.
Verification Capacity Name Signature Date
Authors Resident Engineer E. Ibrahim 18th
Nov. 2013
Checked by Engineer C. T. Bopoto 18th
Nov. 2013
Authorized SW Project Director W. Mupazviriwo 18th
Nov. 2013
Company Quality Certification:
• BS EN ISO 9001:2000 Quality Management Systems
• BS EN ISO 14001:2004 Environmental Management Systems
• OHSAS 18001: 1999 Occupational Health and Safety Management Systems
• BS EN ISO/IEC 17025: 2005 General Requirements for the Competence of Testing and Calibration

Scott Wilson Ltd i Monthly Progress Report No 26: October 2013
TABLE OF CONTENTS
1 INTRODUCTION ....................................................................................................................................... 6
1.1 REPORT STRUCTURE.............................................................................................................................. 6
1.2 PROJECT OVERVIEW AND DESCRIPTION OF THE WORKS........................................................................ 6
1.2.1 Overview........................................................................................................................................... 6
1.2.2 General Works .................................................................................................................................. 6
1.2.3 Road Works....................................................................................................................................... 6
1.2.4 Drainage Works ................................................................................................................................ 7
1.3 CONTRACT DETAILS .............................................................................................................................. 8
1.4 STATUS OF GUARANTEES AND INSURANCES .......................................................................................... 8
2 PHYSICAL PROGRESS OF WORKS.................................................................................................... 11
2.1 OVERALL PROGRESS SUMMARY .......................................................................................................... 11
2.2 PLANNED VS. ACTUAL PROGRESS BY WORKS COMPONENT................................................................. 14
2.3 DETAILED ACTIVITY PROGRESS VERSUS PROGRAMME........................................................................ 15
2.3.1 Overall Analysis of Targeted Completion of Works Sections.......................................................... 15
2.3.2 Survey & Setting out....................................................................................................................... 20
2.3.3 Traffic Management ....................................................................................................................... 20
2.3.4 Materials Laboratory ...................................................................................................................... 20
2.3.5 Engineer’s Facilities......................................................................................................................... 20
2.3.6 Mobilization of Equipment ............................................................................................................. 20
2.3.7 Drainage Structures & Erosion Protection Works........................................................................... 21
2.3.8 Clearing and Grubbing.................................................................................................................... 21
2.3.9 Earthworks...................................................................................................................................... 21
2.3.10 Cement Stabilized Sub base............................................................................................................ 21
2.3.11 Crushed Stone Base ........................................................................................................................ 22
2.3.12 Quarry Production .......................................................................................................................... 22
2.4 PRODUCTION RATES ANALYSIS AND COMPLETION PROJECTIONS........................................................ 22
2.4.1 Daily Production Rates Analysis...................................................................................................... 22
2.4.2 Completion Projections .................................................................................................................. 23
2.5 CRITICAL PATH ACTIVITIES ................................................................................................................. 23
2.6 IMPACT OF CRITICAL PATH ACTIVITIES SLIPPAGE ............................................................................... 23
2.6.1 Stabilized Sub-base Construction ................................................................................................... 23
2.6.2 Crushed Stone Base Construction................................................................................................... 23
2.7 OTHER FACTORS AFFECTING PROGRESS.............................................................................................. 24
2.7.1 Cash Flow Problems........................................................................................................................ 24
2.8 MITIGATION MEASURES ...................................................................................................................... 24
2.8.1 Production Rate of construction of Stabilized Sub-base ................................................................ 24
2.8.2 Cash Flow Problems........................................................................................................................ 24
3 FINANCIAL REPORT ............................................................................................................................. 26
3.1 ACCEPTED CONTRACT AMOUNT (ACA) BREAKDOWN ........................................................................ 26
3.2 ESTIMATED VALUE OF WORKS COMPLETED TO DATE......................................................................... 26
3.3 CONTRACTOR´S STATEMENTS ............................................................................................................. 26
3.4 INTERIM PAYMENT CERTIFICATES ....................................................................................................... 27
3.5 PAYMENTS TO CONTRACTOR ............................................................................................................... 27
3.6 VARIATION ORDERS ............................................................................................................................ 27
3.7 PROVISIONAL SUMS EXPENDED........................................................................................................... 27
3.8 PRIME COST SUMS EXPENDED ............................................................................................................. 28
3.9 RETENTION MONEY ............................................................................................................................. 28

Scott Wilson Ltd ii Monthly Progress Report No 26: October 2013
3.10 ACCEPTED CONTRACT AMOUNT ADJUSTMENT.................................................................................... 28
3.11 CLAIMS REVIEW .................................................................................................................................. 29
3.11.1 Employer Claims ............................................................................................................................. 29
3.11.2 Contractor Claims Notices .............................................................................................................. 29
3.11.3 Contractor Claims ........................................................................................................................... 29
3.12 MCC DATA CALL AND PERFORMANCE INDICATOR RETURNS ............................................................. 29
4 CONTRACT ADMINISTRATION ......................................................................................................... 32
4.1 CONTRACT SUPERINTENDENCE AND CHANGES.................................................................................... 32
4.2 CONTRACTOR’S ORGANIZATIONAL CHART ......................................................................................... 34
4.3 CONTRACT RECORDS........................................................................................................................... 34
4.3.1 Daily Returns................................................................................................................................... 34
4.3.2 Plant on Site.................................................................................................................................... 34
4.3.3 Labour Return................................................................................................................................. 34
4.4 INSTRUCTIONS AND ORDERS................................................................................................................ 34
4.4.1 Site Instructions.............................................................................................................................. 34
4.4.2 Provisional Sum Orders................................................................................................................... 34
4.4.3 Variation Orders ............................................................................................................................. 34
5 QUALITY ASSURANCE ......................................................................................................................... 36
5.1 PROJECT QUALITY ASSURANCE PLAN (PQAP).................................................................................... 36
5.2 IMPLEMENTATION OF CONTRACTOR’S QAP ........................................................................................ 36
5.2.1 Quality Control Plan........................................................................................................................ 36
5.3 GENERAL QUALITY CONTROL ............................................................................................................. 36
5.3.1 Pre works Compliance Checks ........................................................................................................ 36
5.3.2 Contractor’s Supervision................................................................................................................. 36
5.3.3 Engineer’s Supervision.................................................................................................................... 36
5.4 MATERIAL SAMPLING AND TESTING.................................................................................................... 37
5.4.1 Materials from Borrow pits............................................................................................................. 37
5.4.2 Material from Sub-base Layer ........................................................................................................ 37
5.4.3 Aggregates for Surface Dressing..................................................................................................... 37
5.4.4 Crushed Stone Base Aggregates from Stockpiles ........................................................................... 37
5.4.5 Crushed Stone Base Aggregates from the Road ............................................................................. 37
5.4.6 Concrete Samples from Construction Site...................................................................................... 38
5.4.7 Bitumen Quality.............................................................................................................................. 38
5.4.8 Prime Coat ...................................................................................................................................... 38
5.4.9 Construction of 1
st
Seal ................................................................................................................... 38
5.4.10 Construction of 2nd Seal................................................................................................................. 38
5.4.11 Field Density Test............................................................................................................................ 39
5.5 SOURCES OF MATERIALS ..................................................................................................................... 39
5.6 LABORATORY EQUIPMENT................................................................................................................... 40
5.7 DESIGN MODIFICATION ....................................................................................................................... 40
5.8 SURVEY ACTIVITY AND MEASUREMENTS............................................................................................ 40
5.9 SURVEY EQUIPMENT............................................................................................................................ 40
5.10 ISSUES, PROBLEMS AND SOLUTIONS .................................................................................................... 41
7 ANCILLARY ACTIVITIES..................................................................................................................... 53
7.1 CLIMATIC & WEATHER CONDITIONS AND CHARTS ............................................................................. 53
7.2 LAND ACQUISITION AND UTILITIES RELOCATION................................................................................ 53
7.3 RAP IMPLEMENTATION ....................................................................................................................... 53
7.4 OUTSTANDING RESETTLEMENT ACTION PLAN (RAP) ISSUES......................................................... 53

Scott Wilson Ltd iii Monthly Progress Report No 26: October 2013
7.5 RELOCATION OF TDM FIBRE OPTIC CABLE......................................................................................... 53
7.6 RELOCATION OF EDM POWER LINES................................................................................................... 53
7.7 SUBCONTRACTING AND COMPLIANCE WITH ESMP IMPLEMENTATION PLAN ...................................... 53
7.8 CORRESPONDENCES............................................................................................................................. 53
7.9 STATUS OF AS-BUILT DRAWINGS......................................................................................................... 54
7.10 RECORD AND MINUTES OF MEETINGS ................................................................................................. 54
7.10.1 Minutes of Monthly Site Meeting................................................................................................... 54
7.10.2 Minutes of Technical Meeting ........................................................................................................ 54
7.10.3 Minutes of EHS ............................................................................................................................... 54
7.11 VISITS .................................................................................................................................................. 54
7.12 PHOTOGRAPHIC RECORD ..................................................................................................................... 54
8 RISKS AND MITIGATION MEASURES .............................................................................................. 56
8.1 RISKS TO SUCCESSFUL PROJECT IMPLEMENTATION............................................................ 56
8.2 MITIGATION MEASURES............................................................................................................... 56
8.2.1 Low Production Rates on Sub-base and Crushed Stone Base Compaction .................................... 56
8.2.2 Inadequate Rate of Production of Crushed Stone Material ........................................................... 56
9 SUPERVISION SERVICES ..................................................................................................................... 58
9.1 DESCRIPTION OF PROJECT.................................................................................................................... 58
9.2 CONSULTANCY CONTRACT DETAIL ..................................................................................................... 58
9.3 ENGINEER’S ORGANIZATIONAL STRUCTURE ....................................................................................... 59
9.3.1 Organizational Structure and Staffing............................................................................................. 59
9.3.2 Mobilization Status......................................................................................................................... 60
9.3.3 Work Permit Application Status...................................................................................................... 60
9.4 ENGINEER’S REPORTING PERIOD ACTIVITY......................................................................................... 61
9.4.1 General Supervision Activities ........................................................................................................ 61
9.5 FINANCIAL DATA, INVOICING, ESTIMATE TO COMPLETION ................................................................. 62
9.5.1 Invoices to Date .............................................................................................................................. 62
9.5.2 Invoice Payment Status .................................................................................................................. 63
9.5.3 Contract Sum Adjustment .............................................................................................................. 63
9.5.4 Claims.............................................................................................................................................. 63
9.5.5 Deliverables and Timing.................................................................................................................. 63
9.6 SUPERVISION SERVICE PERFORMANCE REVIEW................................................................................... 64
9.6.1 Factors Affecting Performance ....................................................................................................... 64
9.6.2 Engineer’s Programme Review....................................................................................................... 64
9.6.3 Engineer´s Recommendations........................................................................................................ 64

Scott Wilson Ltd iv Monthly Progress Report No 26: October 2013
LIST OF APPENDICES
APPENDIX 1.1 - PROJECT LOCATION MAP
APPENDIX 2.1 – MONTHLY SURVEY PROGRESS REPORT
APPENDIX 2.2 – CULVERTS PROGRESS STATUS
APPENDIX 2.3 – COMPLETION PROJECTIONS
APPENDIX 3.1 – FINANCIAL PROGRESS, STATUS OF INVOICE AND S-CURVE
APPENDIX 3.2 – CLAIMS REGISTER
APPENDIX 3.3 – MCC DATA CALL AND PERFOMANCE INDICATOR RETURNS
APPENDIX 4 .1 – CONTRACTORS ORGANIZATIONAL CHART
APPENDIX 4 .2 – EQUIPMENT MOBILIZATION
APPENDIX 4 .3 – LABOUR RETURN
APPENDIX 4 .4 – SCHEDULE OF SITE INSTRUCTIONS
APPENDIX 5 .1 – SCHEDULE OF REQUESTS FOR INSPECTION
APPENDIX 5 .2 – SUMMARY OF LABORATORY TEST RESULTS
APPENDIX 6. 1– ACCIDENT/INCIDENT MONITORING RECORD
APPENDIX 6.2 – EHS NON CONFORMITY RECORD
APPENDIX 7.1 – WEATHER RECORDS
APPENDIX 7.2 – TDM RELOCATION STATUS
APPENDIX 7.3 – CORRESPONDENCES REGISTER & IMPORTANT CORRESPONDENCES
APPENDIX 7.4 - MINUTES OF MEETINGS
APPENDIX 7.5 – PROJECT PHOTOGRAPHS
APPENDIX 9.1– ENGINEER´S ORGANIZATIONAL STRUCTURE

Section 1: Introduction
Scott Wilson Ltd 5 Monthly Progress Report No 26: October 2013
SECTION 1: INTRODUCTION

1 INTRODUCTION
1.1 REPORT STRUCTURE
This report is structured as follows:
Section 1: describes the report layout, gives the project overview, describes the works and
presents the Contract data,
Section 2: provides a detailed analysis of the physical progress of the works, evaluates the
critical path activities and recommends mitigation measures to counter any
slippages,
Section 3: presents the project’s current and projected financial status,
Section 4: presents issues related to contract administration, superintendence, Contractor’s,
contract records, site instructions and orders,
Section 5: reports on project quality assurance and control issues,
Section 6: provides information on the status of the Environmental, Health and Safety matters
on the project,
Section 7: reports on the ancillary activities of the project,
Section 8: analyses current risks and presents recommendations for mitigation measures, and
Section 9: reports on the Engineer’s project supervision activities during the reporting period.
1.2 PROJECT OVERVIEW AND DESCRIPTION OF THE WORKS
1.2.1 Overview
Lot 2: Mecutuchi Bridge to Rio Lurio Road Rehabilitation and Upgrading Project section
stretches for 74.7 km between Mecutuchi Bridge (inclusive of the bridge) and Rio Lurio
Bridge at the boundary between Nampula and Cabo Delgado Provinces (excluding Rio Lurio
Bridge); refer to project location map under Appendix 1-1.
The road will be upgraded by means of widening and strengthening of the existing
carriageway. The rehabilitated carriageway width will provide for 2 x 3.4m wide traffic lanes,
2 x 1.5m surfaced shoulders and 2 x 0.5m un-surfaced gravel shoulders.
The exception will be in semi-urban settings in Alua at around km 121+000 and Namapa in
the range of km 146+400 where the surfaced shoulders will be 2.0 m wide on either side of
the road.
1.2.2 General Works
The main activities to be carried out under this item of the contract will be:
• Establishment of Contractor’s campsite and mobilization of plant and equipment,
• Provision of offices and housing for the Engineer’s supervisory staff,
• Provision of an Engineer’s or a joint laboratory,
• Accommodation of traffic will be mainly by half width construction, with limited
temporary diversions where half width construction is either not safe or not
practicable.
1.2.3 Road Works
The road works included in this contract will consist mainly of the following:
• Clearing and grubbing, including de-mining of the road reserve, borrow pits and
camp site,
• Cut to spoil and roadbed preparation for road widening, including removal of existing
wearing course,

• Repairs to the existing road embankment and widening by means of side filling and
benching to accommodate the new cross section,
• Reworking of existing sub-base to form a new roadbed,
• Reworking of existing base (natural), including stabilisation using cement, to form a
new sub-base,
• Construction of new base (crushed stone) for the carriageway and shoulders,
• Construction of double seal bituminous surface dressing using 9.5mm and 19mm
surfacing aggregates.
1.2.4 Drainage Works
Drainage works will involve:
• Maintenance of side drains including cleaning and excavation,
• Maintenance and repair of existing drainage pipes and culverts, including the
cleaning of vegetation at inlets and outlets, the relaying of sections of pipe, extending
arch or box culverts, and the construction of headwalls and wing walls at inlets and
outlets,
• Excavation and construction of new pipe culverts under the existing road, including
new inlet and outlet structures,
• Reshaping of existing side drains,
• Repairing existing or installing new down chutes,
• Providing additional storm water drainage structures,
• Providing erosion protection works and stone pitching works,
• Repairs and widening of existing bridges.
There are a total of five bridges along the project road which consist of arch and reinforced
concrete deck and girder bridges distributed along the project road.
The bridges are as shown in the Table 1.1 below.
Table 1.1: Lot 2 Bridges Details
Bridge Name Location Type Span
Mecutuchi 75+220 Arch Bridge 7x10m
Muchala 89+930 Deck and Girders 2x14m
Mecuburi 91+340 Deck and Girders 12x13m
Niheque 96+860 Deck and Girders 3x13.5m
Namapa 146+000 Arch Bridge 2x4m + 4x10m + 1x4m
Muchala, Mecuburie and Niheque Bridges which have an existing carriageway width of 6.1m
or more will be widened on both sides and the provision of New Jersey Crush Barrier will be
constructed between the carriageways and the walkways that include steel posts and rails on
the external faces. A carriageway width of 6.8 meters together with pedestrian footways of
1.5 meters width will be implemented on these bridges.
Mecutuchi Bridge and Namapa Bridge with an existing width of less than 6m will be
upgraded to accommodate a carriage way width consisting of two 3.4m wide lanes and 1.5 m
wide pedestrian footways separated from the vehicular traffic lanes by provisions of New
Jersey Crush Barriers by superimposing and keying reinforced concrete slabs on the arch
structures.

1.3 CONTRACT DETAILS
Contract Name
Lot Name
Funding
Employer
Contract No.
Contractor
Accepted Contract Amount
Date of Award
Commencement Date
Time for Completion
Completion Date
Time Elapsed to Date
Percentage Time Elapsed
Extension of Time
Revised Completion Date
Estimated Contract Price to Date
Rehabilitation and Upgrading of N1 Road
between Namialo and Rio Lurio in Nampula
Province, Mozambique
Lot 2 – Mecutuchi Bridge to Rio Lurio
Millennium Challenge Corporation
Millennium Challenge Account, Mozambique
CB-MCA-MOZ-RR-01/11-P152B
JV – Monte Adriano Casais
US$ 46,286,933.20
20 June 2011
01 August 2011
540 days
21 January 2013
822 days
152.2%
5 months
30th
June 2013
US$ 52,546,000
1.4 STATUS OF GUARANTEES AND INSURANCES
Table 1.2: Contract Guarantees and Insurance Details
Item Ref. No Date
Effected
Bank/Insurance
Company
Amount
(US$)
End/Release
Date
Remarks
Performance
Guarantee
0005110202
26712
30 June ‘11 BIM 2,777,216 19 Feb. 2014
Performance
Guarantee
G300243 30 June ‘11 BIM 4,165,824 19 Feb. 2014
Advance
Payment
Guarantee
BCI 2,777,216 16 June 2014
Advance
Payment
Guarantee
BCI 4,165,824 30 Sept 2014
Insurance
Policy,
renewal
Org.policy
CARS338703
SLIP NO.
38703/2482439
1 Mar. ‘13 Global Alliance Contract
Value , etc
30 November
2013
Insurance
Policy,
renewal
Org.policy
CARS338703
SLIP NO.
1 Mar. ‘13 Global Alliance Contract
Value , etc
30 November
2013

38703/2480112
Retention
Release
Guarantee
MDI309342
312
20 Feb. ‘13 UNICO 1,500,000 30 Sept. ‘13
Retention
Release
Guarantee
TBA TBA TBA 1,800,000 TBA

Section 2:Pnhysical Progress of Works
SECTION 2: PHYSICAL PROGRESS OF WORKS

2 PHYSICAL PROGRESS OF WORKS
2.1 OVERALL PROGRESS SUMMARY
In November 2012 the Contractor presented a programme of works aimed at full completion
of the works on 30 June 2013. To this effect an Addendum was signed between the Employer
and the Contractor to the following Conditions, amongst others.
1. The Employer grants the Contractor an extention of time of 160 days until 30th
June
2013.
2. Execution of works undertaken after 30 June 2013 may include the works not directly
affected by road usage by date 31st
August 2013.
3. Should the Engineer be unable to issue a Taking-over Certificate with the date stated
in the Taking-over Certificate on or before 31st
August 2013, the reasons not
attributable to the Employer, the Contractor shall pay delay damages to the Employer
for default.
Neither the Milestone 30th
June 2013 nor the Milestone 31st
August 2013 are achieved by the
Contractor. The progress of work is therefore measured on what the Contractor will achieve
by Compact End Date (CED) 22nd
September 2013, which outstanding works will remain by
this date and when the outstanding work will be completed.
It is based on this background that the progress of the works is analized.
The detail of the progress of the overall works and split by the major works components, as at
end of October 2013 is presented in Table 2.1 below.
Table 2.1: Progress Summary
Works Component
Cum.
Physical
Progress on
22 Sept. 13
Outstanding
Works
Quantity on
22 Sept.13
Cum.
Physical
Progress on
30th
Oct. 13
%
Complete
Progress: Overall (All Works) 91.7
Road Works 89.0
Earthworks 72.53 2.17 74.7 100
Construction of Cement Stabilized Sub
base
60.085 14.62 70.25 94.0
Construction of Base 49.24 25.46 65.58 87.8
Prime Coat 44.32 30.38 61.40 82.2
Double Seal 41.38 33.32 59.20 79.3
Box and Arch Culvert Works
RC slab/girder and arch culverts
(structural only)
100 100
Bridge Works
Mecutuchi 96 100 100
Muchala 98 100 99
Mecuburi 98 98 99

Niheque 98 98 99
Namapa 99 100 100
Bridge Repairs 100 100 100
Material Production
Crushed Stone Base
Surfacing Aggregates
To present an overview of the physical progress to date an analysis was made of the
completed double seal surfacing since project commencement and until 30th
June 2013 when
the extention of time for completion of the works also ended. The Contractor has not
submitted another program that would show the Contractor´s plan of when they intend to
complete the works. The graphical presentation planned versus actual for this activity could
therefore not be updated further.
On the whole, the double seal activity was planned to start in June 2012, however it only
started only in November 2012.
By end of October 2013 the cumulative completed work for double seal surface treatment
consisted of 59.2 km against the planned 74.7 km representing 79.25 % against the planned
100% by end of June 2013 of the total length.
Figure 2.1 overleaf summarizes the progress to only to 30th
June 2013.
Figure 2.1 also gives a summary of the actual value of works achieved by the Contractor to
date.
Although the progress has improved comparatively, it has been generally slow the reasons
being:
• Problem of water, Mecuburi River has dried out totally. Water must be fetched from
as far as Rio Lurio, for construction of works close to Mecutuchi Bridge.
• Intermitent breakdown on graders and water bowsers.
• Lack of diesel starting from 21st
October 2013 until the end of the reporting period.

CONTRACT NO:CB-MCA-MOZ-RR-01/11-P152B TYPE OF WORK REHABILITATION AND UPGRADING
ROAD NO: EN1 Metucuchi Bridge - Rio Lurio Bridge PROV NAMPULA LENGTH: 74.7 Km
ACCEPT.CONTRACT AMT: DONOR: 100% Millennium Challenge Coorporation (MCC)
CONTRACT PERIOD: 540 DAYS COMMENCEMENT DATE: COMPLETION DATE:
TIME ELAPSED: 670 DAYS
CLIENT: Millennium Challenge Account - Mozambique
SUPERVISION: Scott Wilson Ltd
CONTRACTOR JV Monte Adriano - Casais
CALENDAR YEAR 2: 2013 FOR THE MONTH OF: June 2013 PROGR. REPORT NO: 22
DESCRIPTION PHYSICAL WORKS FINANCIAL REVISED DATA
INDICATOR COMPLETED WEARING COURSE VALUE OF WORK DONE PROJ. CONTR. COMPLE-
PROGRESS PLANNED ACTUAL PLANNED ACTUAL LENGTH VALUE TION
UNIT Km % Km Km % USD % USD USD % Km USD DATE
CUM ULA- of contr. M ONTHLY CUM ULA- of contr. CUM ULA- of contr. M ONTHLY CUM ULA- of contr.
TIVE length TIVE length TIVE value TIVE value
Aug-11 0.00 0.00 0.0 0.0 0.00 137,040.9 0.30 0 0 0.00 not revised not revised 21-Jan-13
Sep-11 0.00 0.00 0.0 0.0 0.00 616,071 1.33 0 0 0.00 not revised not revised 21-Jan-13
Oct-11 0.00 0.00 0.0 0.0 0.00 1,101,759 2.38 0 0 0.00 not revised not revised 21-Jan-13
Nov-11 0.00 0.00 0.0 0.0 0.00 1,624,066 3.51 991,583 991,583 2.14 not revised not revised 21-Jan-13
Dec-11 0.00 0.00 0.0 0.0 0.00 2,067,525 4.47 0 991,583 2.14 not revised not revised 21-Jan-13
Jan-12 0.00 0.00 0.0 0.0 0.00 2,590,355 5.60 0 991,583 2.14 not revised not revised 21-Jan-13
Feb-12 0.00 0.00 0.0 0.0 0.00 3,221,243 6.96 1,907,535 2,899,118 6.26 not revised not revised 21-Jan-13
Mar-12 0.00 0.00 0.0 0.0 0.00 3,758,530 8.12 0 2,899,118 6.26 not revised not revised 21-Jan-13
Apr-12 0.00 0.00 0.0 0.0 0.00 4,348,194 9.39 0 2,899,118 6.26 not revised not revised 21-Jan-13
May-12 0.00 0.00 0.0 0.0 0.00 4,851,694 10.48 1,467,406 4,366,525 9.43 not revised not revised 21-Jan-13
Jun-12 0.00 0.00 0.0 0.0 0.00 5,733,585 12.39 862,649 5,229,173 11.30 not revised not revised 21-Jan-13
Jul-12 0.00 0.00 0.0 0.0 0.00 6,599,829 14.26 1,003,887 6,233,060 13.47 not revised not revised 21-Jan-13
Aug-12 0.00 0.00 0.0 0.0 0.00 7,589,242 16.40 1,261,516 7,494,576 16.19 not revised not revised 21-Jan-13
Sep-12 0.00 0.00 0.0 0.0 0.00 8,678,140 18.75 635,536 8,130,112 17.56 not revised not revised 21-Jan-13
Oct-12 0.00 0.00 0.0 0.0 0.00 10,480,123 22.64 1,004,654 9,134,766 19.74 not revised not revised 21-Jan-13
Nov-12 7.10 9.50 0.6 0.6 0.80 13,956,835 30.15 1,560,429 10,695,195 23.11 not revised not revised 21-Jan-13
Dec-12 17.50 23.43 1.2 1.8 2.41 16,825,271 36.35 1,077,596 11,772,791 25.43 not revised not revised 30-Jun-13
Jan-13 19.70 26.37 3.2 4.98 6.67 19,807,027 42.79 804,909 12,577,701 27.17 not revised not revised 30-Jun-13
Feb-13 21.60 28.92 2.9 7.87 10.54 22,413,643 48.42 1,336,706 13,914,406 30.06 not revised not revised 30-Jun-13
Mar-13 28.80 38.55 1.3 9.12 12.21 26,086,677 56.36 1,410,635 15,325,042 33.11 not revised not revised 30-Jun-13
Apr-13 38.90 52.07 3.6 12.70 17.00 33,094,867 71.50 2,628,851 17,953,892 38.79 not revised not revised 30-Jun-13
May-13 58.40 78.18 6.5 19.18 25.68 40,664,057 87.85 3,434,719 21,388,612 46.21 not revised not revised TBA
Jun-13 74.70 100.00 3.8 23.00 30.79 46,286,933 100.00 3,106,301 24,494,913 52.92 no t revised not revised TBA
Jul-13 74.70 100.00 46,286,933 100.00
Jan-14
Resident Engineer's Comments:
Employer's Site Representative's Comments and Signature
Date: 30 June 2013 Signature : Inacio Sitoe Signiture: Elias Ibrahim
Project Coordinator's Comments and Signature
The analysis is done for physical progress of completed wearing course (double seal surface treatment) according to the Revised Program to 30
th
June 2013. This
activity was expected to start in June 2012 but started only in November 2012. Contractor only started production of surfacing aggregate in October 2012 and received
first delivery of bitumen in September 2012.
Value of works reported is the actual measured and certified work up to end of the reporting period excluding retention withheld.
The value of the planned work is based on the contractor’s revised cash flow projection submitted on 7
th
November 2012.
CONTRACT PROGRESS REPORTING AND MONITORING
MONTHLY SUMMARY
USD 46,286,933.20
01-Aug-11 30-Jun-13
-20.00
0.00
20.00
40.00
60.00
80.00
100.00
120.00
Aug-11
Sep-11
Oct-11
Nov-11
Dec-11
Jan-12
Feb-12
Mar-12
Apr-12
May-12
Jun-12
Jul-12
Aug-12
Sep-12
Oct-12
Nov-12
Dec-12
Jan-13
Feb-13
Mar-13
Apr-13
May-13
Jun-13
%ofcontr.value
Value of Works
Planned
Actual
-20.00
0.00
20.00
40.00
60.00
80.00
100.00
120.00
Aug-11
Sep-11
Oct-11
Nov-11
Dec-11
Jan-12
Feb-12
Mar-12
Apr-12
May-12
Jun-12
Jul-12
Aug-12
Sep-12
Oct-12
Nov-12
Dec-12
Jan-13
Feb-13
Mar-13
Apr-13
May-13
Jun-13
%completion
Physical Works
Planned
Actual

2.2 PLANNED VS. ACTUAL PROGRESS BY WORKS COMPONENT
Table 2.2 below analizes and compared planned to actual progress for main construction
activities up to the end of the reporting period using the reference base-line as the programme
submitted by the Contractor in November 2012.
The above mentioned programme has an end date of 30th June 2013 for all major project works
up to surfacing.
Table 2.2: Planned vs. Actual Progress – 31 September 2013
Activity Planned
%
Actual
%
Lead
/Delay
Comments
Clearing and Grubbing 100 100 (+/-) 0 Activity not critical. Completed.
Earthworks (road widening / fill) 100 100 (-) 3
months
Very critical activity. Completed.
Cement Treated Sub-base 100 94 (-) 4
months
It is a very critical activity. Work
estimated to be completed in November
2013.
Crushed Stone Base 100 87.8 (-) 4
months
It is a very critical activity. Work
estimated to be completed in November
2013.
Prime (MC 30) 100 82.2 (-) 4
months
Dependant on crushed stone base
constructed, becoming crirical, could be
affected by rains. First rains observed
on 30th
September 2013.
Double Seal (19mm + 9.5mm)
(completed wearing course)
100 79.3 (-) 4
months
Dependant on crushed stone base
constructed, becoming crirical, could be
affected by rains. First rains observed
on 30th
September 2013.
Culvert/Rehabilitation/Replacement/
New works (structural only)
100 100 (-) 3 All works completed by 15th
October
2013.
Bridge Work: Mecutuchi Bridge 100 100 (-) 3 Work completed.
Bridge Work: Muchala Bridge 100 99 (-) 4 Abutment slope protection work in
progress.
Bridge Work: Mecuburi Bridge 100 99 (-) 4 Outstanding abutment slope protection
works.
Bridge Work: Niheque Bridge 100 99 (-) 4 Outstanding abutment slope protection
works.
Bridge Work: Namapa Bridge 100 100 (-) 3 Work completed.

Bridges Repairs 100 100 (-)3 Activity not critical
Quarry Production for Crushed
Stone Base.
100 Contractor was working on two crusher
in three shifts totalling to 24 hours a
day. Contractor has been having
problems with supply of diesel starting
from 21st
Oct. 2013.
Quarry Production for Surfacing
Aggregate
100 Contractor was working on two crusher
in three shifts totalling to 24 hours a
day. Contractor is having problems with
supply of diesel starting from 21st
Oct.
2013.
By end of the reporting period the major outstanding works have been construction 9.12 km of
crushed stone base and 4.45 km of cement stabilized sub-base. If the Contractor continues at
the rate of production observed during the reporting period, it is estimated that these major
works could be completed by end of November 2013.
The Contractor has started demobilizing gradually although without notifying the Engineer, but
has adequate resources currently. The Contractor has been unable to work in full capacity due
to breakdowns on water bowsers and graders and lack of diesel in the period between 21st
October 2013 and 31st
October 2013. Generally however production had been comprartively
better than previously registered.
2.3 DETAILED ACTIVITY PROGRESS VERSUS PROGRAMME
2.3.1 Overall Analysis of Targeted Completion of Works Sections
According to the Contractor’s planning system the works are divided into a total of 15 sections
which were then consolidated into four groups for the sequencing of completion and details are
as given in Table 2.3 below.
Table 2.3: Status of Completion of the Sections – 31st
October 2013
Section Chainages
Work
Sections
Planned
Start
Date
Planned
Completion
Date
Remarks
143+700 - 149+700 (6.0km) 14,15 18 Mar
2013
28 June
2013
Work completed by end of
Oct. 2013 only surfacing
in Namapa town center
outstanding.
122+000 - 143+700 (21.7km) 1, 2, 3,
11, 12,
and 13
24 May
2012
22 March
2013
Roadworks completed
91+240 - 122+000 (30.54km) 4, 5, 6, 9,
10 and 11
04 Oct.
2012
3 June 2013 Roadworks completed
from km 122+000 to km
103+600 and from km
149+700 to km 91+240
LHS.
75+000 to km 91+240 (16.2km) 6, 7, 8 18 Mar
2013
24 June
2013
Roadworks completed
from km 91+240 to km
76+300 LHS. Stabilized s-
base layer LHS completed

Section Chainages
Work
Sections
Planned
Start
Date
Planned
Completion
Date
Remarks
to km 75+000 and to km
83+900 on RHS.
The summary of progress by sections given in Table 2.3 above is further elaborated in Table
2.4 commencing overleaf.

Section 2: Physical Progress of Works
Table 2.4: Planned vs. Actual Physical Target Progress – 31st
October 2013
Work Section 14 and 15 : km 143+700 to km 149+700 (6.0km)
Activity Programmed
Planned
Start Date
Planned
Completion
Date
Status Commentary
Earthworks for widening of the road 18 Mar 2013 15 June 2013 Commenced on 23rd
March 2013.
Work completed to Subgrade.
Sub Base Stabilization 25 May 2013 20 June 2013 Sub-base stabilization completed (RHS)
in Namapa town centre by 12th
October.
Crushed stone base 03 Jun 2013 24 June 2013 Crushed stone base completed 29th
Oct.
2013.
Double seal 07 Jun 2013 28 June 2013 Completed except in sections km
145+700 to km 146+600 (RHS)
Culverts: No
126 (km 145+451); No
127 (km143+362); No
128 (km
148+968); No
129 (km 147+853); No
130 (km148+552)
01 Apr 2013 13 June 2013 All work has been completed by 15th
October 2013
Work Section 1, 2, 3, 11, 12, and 13: km 122+000 to km 143+700 (21.7km)
Earthworks for widening of the road 24 May 2012 21 Jan 2013 Section completed 18th
May 2013.
Stabilization 05 July 2012 27 Feb 2013 21.7 km full width are completed, section
completed
Crushed stone base 27 Nov 2012 15 Mar 2013 21.7 km, completed. Milestone missed by
77 days.
Double Seals 07 Nov 2012 22 Mar 2013 21.7 km full width surfacing completed.
Works delayed by 70 days.
Culverts:No. 111 (km 122+765.4); No. 111A (km 124+700); No. 112
(km 126+774); No. 113 (km 127+423); No. 114 (km 128+668); No.
115 (km 129+377); No. 115A (km 129+377); No. 116 (km 131+052);
No. 117 (km 131+173); No. 118 (km 131+971); No. 118A (km
132+488); No. 119 (km 133+854); No
120 (km 136+804); No
121 (km
138+983); No
122 (km 140+300); No
123 (km 141+031); No
124 (km
142+312); No
125 (km 143+551).
15 May 2012 23 Jan 2013 All works completed on all culverts except
on culvert 118 where the protection work on
the inlet side is outstanding.

October 2013 (continued)
Work Section 4, 5, 6, 9, 10 and 11: km 91+240 to km 122+000 (30.54km)
Activity Programmed
Planned Start
Date
Planned
Completion
Date
Status Commentary
Earthworks for widening of the road 04 Oct 2012 11 May 2013 Work done to sub-grade level. Milestone
missed by 80 days.
Stabilization 28 Feb 2013 17 May 2013 LHS completed to km 91+240 and RHS
completed to km 91+240
Crushed stone base 08 Mar 2013 25 May 2013 LHS completed to km 75+000 and RHS
Double Seals 19 Mar 2013 3 June 2013 LHS completed to km 75+000 and RHS
Culverts: No. 109 (km 120+333); No. 110 (km 121+789); No. 108
(km 115+563); No. 107 (km 114+615); No. NC05 (km 113+590)
No. 106 (km 112+895); No. 105 (km 112+420); No. NC04 (km
111+006); No. 104 (km 109+883); No. 103 (km 107+780); No. 102
(km 106+571); No. 101 (km 106+808); No. 100 (km 105+773)
N/A; No. 99 (km 105+198); No. 98 (km 104+728); No. 97 (km
103+115); No. NC03 (km 101+918); No. 96 (km 101+276); No. 95
(km 100+139); No. 94 (km 99+614); No. 93 (km 99+114); No. 92
(km 98+480); No. 91 (km 96+338); No. 90 (km 95+157); No. 89
(km 91+680)
25 July 2013 11 June 2013 All work has been completed by 15th
October 2013

October 2013 (continued)
Work Section 6,7,8: km 75+000 to km 91+240 (16.2km)
Activity Programmed
Planned Start
Date
Planned
Completion
Date
Status Commentary
Earthworks for widening of the road 18 Mar 2013 4 June 2013 Work completed to km 75+000 by early
October 2013.
Stabilization 01 May 2013 11 June 2013 Completed to km 75+000 on the LHS by
early October 2013 and km 99+000 RHS.
Crushed stone base 27 May 2013 19 June 2013 Work progressing at km 93+340 and km
91+420 LHS. Work not commenced on
RHS.
Double Seals 31 May 2013 24 June 2013 Not commenced.
Culverts: No. 88 (km 90+896); No. 87 (km 90+562); No. 86 (km
89+508); No. 85 (km 88+579); No. 84A (km 88+506); No. 84 (km
87+007); No. 83 (km 85+076); No. 82 (km 84+576); No. 81 (km
84+110); No. 80 (km 83+421); No. 79 (km 80+842); No. 78 (km
79+911); No. 77 (km 79+302); No. 76 (km 79+027); No. 75 (km
78+328); No. 74 (km 77+950); No. 73 (km 77+675); No. 72 (km
77+358); No. 71 (km 77+113); No. 70 (km 76+977); No. 69 (km
76+583) N/A
01 April 2013 13 June 2013 All work has been completed by 15th
October 2013
Bridge Works
Activity Programmed
Planned Start Date Planned
Completion Date
Status Commentary
Mecutuchi Bridge 13 August 2012 29 June 2013 Progressing; completion at 100% by midof
Oct. 2013
Muchala Bridge 01 March 2013 29 June 2013 Progressing; completion at 99%
Mecuburi Bridge 22 October 2012 29 June 2013 Progressing; completion at 99%
Niheque Bridge 28 July 2012 29 June 2013 Progressing; completion at 99%
Namapa Bridge 24 August 2012 29 June 2013 Progressing; completion at 100%

2.3.2 Survey & Setting out
The survey activities carried out to date, their status and progress are as shown in the schedule
of Monthly Survey Progress Report presented under Appendix 2-1.
2.3.3 Traffic Management
Traffic Management has become less critical as more and more of the road is being opened to
road users. The project road is completed full section between km 103+600 and km 149+700
and half width between km 103+600 and km 75+000 LHS. However traffic speed has
increased heavily so that there is still a need to put all safety measures in place to
avoid/minimize accidents
2.3.4 Materials Laboratory
The Materials Laboratory has been fully operational during the reporting period. The
Contractor has constructed a covered area for processing and storage of materials albeit to a
very poor standard using inappropriate materials. The Engineer has since rejected this
structure given the Contractor notice to correct.
2.3.5 Engineer’s Facilities
Engineer’s houses and Office have been substantially completed. The Contractor, however,
has not provided verandahs and carports and as per the contractual drawings.
2.3.6 Mobilization of Equipment
At this stage of the project all the Contractor’s equipment must be mobilised to site and be in
full operation.
Of the key construction equipment the Contractor planned to mobilize, 99% were mobilized
until the end of October 2013.
Compared to the equipment expected in the Contract, 217% has now since been mobilized in
an attempt to recover lost time and mitigate delays. Included in the recently mobilised
equipment is a new BOMAG PMH125 Recycler/Stabilizer that arrived on site in mid of April
2013.
For the month of October 2013 the Contractor’s equipment availability rate was 81% after
taking into account breakdowns. The global utilization rate was approximately 84% which
reflected in the comparative improvement that was registered during the month in the
construction sub-base, base and surfacing.

Table 2.5 below summarises the equipment mobilisation status as at the end of July 2013.
Table 2-5: Major Equipment Mobilization Status
Item
No
Type Expected
Contract
Equipment
Planned
by
Contractor
Actual by
Contractor
Planned
cw
Contract
Actual
cw
Planned
Remarks
1 Motorised grader 5 15 13 + 10 -2 5 Breakdown (BD)
2 Dozer 5 9 7 + 4 -2 3 BD
3 Excavator 4 16 11 + 12 -5 2 BD
5 Front end loader 5 6 5 +1 -1 2 BD
6 Tipper >10m3 20 34 70 + 14 + 36
7 Water bowser >
7Kl
10 8 22 -2 +14
3 BD
8 Vibratory Roller
>20t
4 9 10 + 5 +1
9 Pneumatic
Roller
4 7 8 + 3 +1 1 BD
10 Mobile crusher 1 2 2 + 1 -
11 Concrete
batching plant
1 0 +1 -1 Demobilized
12 Recycler 4 3 + 4 -1 Wirtgen
demobilized
13 Chip spreader 2 2 2 - -
14 Mechanical
Broom
2 3 5 +1 +2 1 BD, 1 idle
15 Bitumen
Distributor
2 2 3 - +1
Total No. of
Items
64 118 161 +54 +43 Availabilty
81%
2.3.7 Drainage Structures & Erosion Protection Works
The status of progress on culverts is presented under Appendix 2.2.
2.3.8 Clearing and Grubbing
Grubbing and clearing activity is wholly completed.
2.3.9 Earthworks
Earthworks have been completed early during the reporting period.
2.3.10 Cement Stabilized Sub base
Construction of cement stabilized sub-base layer continued progressing. The total production
for the month was 8.75 km full width and indicates a decrease in progress rate compared with
that of the previous reporting month. The running daily average was 700 lane-m and the
working day average is 761 lane-m. If the progress continues at this rate it is estimated that
construction of cement stabilized sub-base can be completed by 24th
November 2013.

2.3.11 Crushed Stone Base
The production of construction of crushed stone base totalled to 16.4 km and shows good
improvement against that of the previous month. The running daily average was 1311 lane-m.
As the works progresses towards Mecutuchi Bridge, at Km 75+000, the increasing haul
distance from the quarry at Km 170 is now having a negative effect and extra tippers are
required. The Contractor has been helping up the situation by an additional supply of crushed
material from the Namialo Condor Quarry.
2.3.12 Quarry Production
During the review period the Contractor has been able to get two line of crusher that includes
primary and secondary and tertiary crusher and has been working in three shifts for 24 hours a
day.
However production was disturbed by the lack of diesel since 21st
October 2013.
2.4 PRODUCTION RATES ANALYSIS AND COMPLETION PROJECTIONS
2.4.1 Daily Production Rates Analysis
Since June 2012 the Contractor’s daily production in key activities has been monitored, these
activitities being: earthworks, sub-base, quarry production, crushed stone base compaction
and surfacing works.
As shown in Table 2.6 below improvement was noted in October 2013 and the target
production rates, estimated for completion of work by end of November 2013, are achieved in
the construction of sub-base, base and prime coat. However the Contractor fell short on
application of double seal. This is mainly due to lack of working space and delays created
because of non-complying crushed stone base sections where surfacing could continu only
after confirmatory tests were conducted.
Rate of production of crushed material and surfacing aggregate has also improved during the
review period and the target was fulfilled.
Table 2-6: Summary of Monthly Running Daily Production Averages
Month
Fill
(lane.m)
Sub-base
(lane.m)
Base
(lane.m)
Prime
(lane.m)
1st Seal
(lane.m)
2nd Seal
(lane.m)
Oct.-13 70 700 1311 1143 1239 1324
Sept.-13 804 757 1078 780 847 457
Aug.-13 1197 633 764 553 579 893
July-13 1,606 501 570 426 442 247
June-13 1572 605 464 386 289 174
May-13 1 515 493 494 417 120 454
Apr.-13 467 208 303 229 373 248
Mar.-13 572 230 28 62 101 101

Feb.-13 418 334 168 217 59 45
Jan.-13 207 180 76 93 170 254
Dec.-12 67 192 236 215 77 62
Target by
Contractor
600 900 900 2300 2300
2.4.2 Completion Projections
Appendix 2.3 indicates that as much as 9.4 kilometres, base course, of the project was still not
completed by the end of 31st
October 2013.
Details of the critical aspects of the various project activities and mitigation measures are
given in more detail in sections to follow.
It is imperative that the Contractor maintains the current production rate and further improves
on the general approach to the works.
2.5 CRITICAL PATH ACTIVITIES
At this point in time earthworks has been completed to 100%. Therefore the outstanding works
are construction of 4.75 km of cement stabilized sub-base, 9.4 km of crushed stone base and
15.8 km of construction of double bituminous. The critical activities whose implementation
needs much attention are therefore the following.
• Construction of cement stabilized sub-base
• Construction of crushed stone base
2.6 IMPACT OF CRITICAL PATH ACTIVITIES SLIPPAGE
2.6.1 Stabilized Sub-base Construction
During the reporting period the the Contractor achieved to complete the construction of the
total left hand side lane stretch of the road between km 149+700 and km 75+000. Therefore
the outstanding works are all only on the right hand side lane. The vehicular traffic is
therefore wholly on the left hand side lane and work is progressing on the right hand side
lane. The outstanding work on the construction of sub-base consists therefore 9.5 Lane-
kilometer. If the Contractor continues at current production rate construction work will be
completed by mid of November 2013. The last few kilometres of the cement stabilized sub-
base will then require additional seven days for curing during which time no crushed stone
base can be constructed. The Contractor must therefore work at higher production rate to
finish the construction works on sub-base much earlier and to be able to complete the crushed
stone base also in November 2013.
2.6.2 Crushed Stone Base Construction
As stated above the outstanding work on the construction of crushed stone base is 9.4 km or
18.8 Lane-kilometer. At the rate registered for the reporting period the construction of the
crushed stone base must be completed also until mid of November 2013. However the time
required for curing of the cement stabilized sub-base will hinder the progress of the
construction of the crushed stone base which in turn will affect the progress of the

construction of the double bituminous surface treatment and the carriageway marking
activity.
2.7 OTHER FACTORS AFFECTING PROGRESS
2.7.1 Cash Flow Problems
The effect of cash flow problem has resulted in shortage of fuel which forced the Contractor
to work in a reduced capacity in the production of crushed material.
2.8 MITIGATION MEASURES
2.8.1 Production Rate of construction of Stabilized Sub-base
The Contractor needs to double the production rate in the construction of sub-base sothat
work is completed early enough to enable seven days curing period for the last stretches
which in turn will enable the completion of the construction of the crushed stone base by end
of November 2013.
2.8.2 Cash Flow Problems
The Contractor has come a long way to achieve the completion of 89 % the road works
despite the sever cashflow problem that they have been reporting to have had throughout the
progress of the construction works. This has become possible because of the willingness of
the Employer and the Engineer to seek and find a way to disentangle the problems. At this
point in time cashflow problem is not very critical, however it still needs further attention
from the Employer and the Engineer. Slight delay in payment, for example, can severly
disrupt the smooth progress of the works towards completion.

Section 3: Financial Report
SECTION 3: FINANCIAL REPORT

3 FINANCIAL REPORT
3.1 ACCEPTED CONTRACT AMOUNT (ACA) BREAKDOWN
Table 3-1: Accepted Contract Amount Breakdown
Bill Description Amount (US$) % of ACA
A Road Works 37,307,978.87 80.6
BA Boxes and Arch Culverts 1,393,735.14 3.0
B7 Mecutuchi Bridge 3,948,860.46 8.5
BW Bridge Works Widening 1,544,338.54 3.3
B Namapa Bridge 2,056,898.89 4.4
C HIV/AIDS, Gender, Local Participation and
Trafficking in Persons
35,121.30 0.1
Total (excluding IVA) 46,286,933.20 100%
3.2 ESTIMATED VALUE OF WORKS COMPLETED TO DATE
Table 3.2: Value of Works Achieved to Date (Engineer’s Estimate)
Bill Description Amount
(US$)
Value Achieved to
Date (US$)
%
A Road Works 37,307,978.87 33,204,101.19 89.0
BA Boxes and Arch Culverts 1,393,735.14 2,186,072.00 157.0
B7 Mecutuchi Bridge 3,948,860.46 1,467,880.42 37
BW Bridge Works Widening 1,544,338.54 2,268,843.86 147.0
B Namapa Bridge 2,056,898.89 996,191.76 48.4
C HIV/AIDS, Gender, Local
Participation and Trafficking in
Persons
35,121.30
38,464.12
109.5
Total (excluding IVA) 46,286,933.20 40,161,553.35
Total as % of Accepted Contract
Amount
86.8
3.3 CONTRACTOR´S STATEMENTS
In the reporting period the Contractor submitted the following statements:

1. Statement No.26 for Contract Price Adjustment over an amount of US $ 306,355.10 for
the period to September 2013.
2. Statement No.27 for release retention in lieu of guarantee dated 19th
September 2013
over an amount of US $ 1,800,000.00.
3. Statement No.28 dated 16th
October 2013 over an amount of US $ 6,663,067.51 for the
period from 15th
to 22nd
September 2013
Details of statements submitted to date by the Contractor are given in Table 3.6 in this section
of the report.
3.4 INTERIM PAYMENT CERTIFICATES
During the reporting period the Engineer issued Interim Payment Certificate
1. IPC No. 25 for a net amount of US $ 306,355.10 on Statement No.26.
2. IPC No. 26 for a net amount of US $ 1,800,000.00 on Statements No. 27.
Details of IPCs issued to date are given in Table 3.6 in this section of the report.
3.5 PAYMENTS TO CONTRACTOR
During reporting period the amount of US$ 306,355.10 and US $ 1,800,000.00, being the
amounts due for IPC No. 25 and No. 26 respectively, are certified but the status is to be advised
as soon as further deatails are received.
The timing of the payments to date is given in Table 3.6 in this section of the report.
3.6 VARIATION ORDERS
There were no Variation Orders issued during the reporting period.
To date only one variation order has been confirmed that being for the augmentation of the
Provisional Sum for relocation of services. This sum is further adjusted by an amount of US $
4865.07 during the reporting period for the relocation of an underground EDM cable near Rio
Lurio Bridge.
Therefore, the Variation Order No. 1 was for an amount in Mozambique Metical equivalent to
US$54,425.07.
3.7 PROVISIONAL SUMS EXPENDED
Table 3.3: Provisional Sums Expended to Date
Bill Item Prov. Sum
Amount ($)
Expenditure
to Date ($)
Balance ($)
B13.02: DAB Review Board 42,000.00 186,453.62 (144,453.62)
B13.03: Relocation of Services 84,000.00 138,425.07 (54,425.07)
B14.07: Rented and hotel accommodation 31,500.00 56,666.67 (25,166.67)
B18.2: Dayworks – Materials 15,750.00 TBA 15,750.00
21.14: Repair of existing drainage system 10,500.00 10,500.00

B31.04: Compensation to locals 52,500.00 36,895.41 15,604.59
B35.07: Experimental section 31,500.00 31,500.00
104.06: Namapa bridge, cores and testing 1,575.00 Nil 1,575.00
104.06: Mecutuchi bridge, cores and testing 5,250.00 Nil 5,250.00
BW/B109.01 Concrete surveys 52,500.00 Nil 52,500.00
C400.1: Public Meetings 13,125.00 17,911.85 (4,786.85)
3.8 PRIME COST SUMS EXPENDED
Table 3.4: Prime Cost Amounts Expended to Date
Bill Item Prov. Sum
Amount ($)
Expenditure
to Date ($)
Balance ($)
B14.03: Telephone and radios for Engineer 44,100.00 61,565.79 (17,465.79)
25.06: Provide herbicide and ant poison 4,200.00 Nil 4,200.00
71.02: Special tests requested by Engineer 2,100.00 Nil 2,100.00
B61.01: Mecutuchi foundation investigations 52,500.00 Nil 52,500.00
B61.01: Namapa foundation investigations 42,000.00 Nil 42,000.00
3.9 RETENTION MONEY
An amount of US$ 3,790,229.89 has been retained until the end of the reporting period; this
represents the amount withheld up to IPC No.28.
Of the amount indicated above US$3,300,000.00 has been released following presentation of a
Retention Guarantee by the Contractor.
Details of retentions made to date are given in Table 3.6 in this section of the report.
3.10 ACCEPTED CONTRACT AMOUNT ADJUSTMENT
The following table gives a breakdown of the anticipated Final Contract Sum following review
of the Accepted Contract Amount, accounting for variations and claims and allowing for
Contract Price Adjustment after February 2013 up to end of September 2013.
Table 3.5: Estimated Final Contract Sum
Item Accepted
Contract Amt.
($)
Final Contract
Sum Amt. ($)
Difference
Accepted Contract BoQ Value 46,286,933 46,605,186 + 318,253
Variation Orders 1,149,560 + 1,149,560
Approved Claims 619,250 + 619,250
Extension of Time Costs 1,584,000 + 1,584,000

Contract Price Adjustment 2,588,000 + 2,588,000
Totals 46,286,933 52,545,996 + 6,259,063
3.11 CLAIMS REVIEW
3.11.1 Employer Claims
According to the Contract and Addendum No. 2 of 22nd
July 2013 concluded between the
Employer and the Contractor, delay damage shall be applicable upon the Contractor starting
from 31st
August 2013.
3.11.2 Contractor Claims Notices
To date the Contractor has submitted a total of 39 notices.
3.11.3 Contractor Claims
A Claims and Notices Register is presented under Appendix 3.2.
3.12 MCC DATA CALL AND PERFORMANCE INDICATOR RETURNS
Appendix 3.3 contains the updated Data Call and Performance Indicator Returns as per MCC
requirements for the current quarter.

Rehabilitation and Upgrading of N1 Road between Namialo and Rio Lurio in Nampula Province, Mozambique.
Record of Statements, IPC's and Payments.
State-ment
No.
Date of
Submiss-
ion
Period Covered
Amount
(US$)
IPC No.
Date of
IPC
Amount
Certified
(US$)
Retention
(US$)
Advance
Recovered
(US$)
Amount Paid
(US$)
Date of
Payment by
MCA
1 30 Aug. 11 Advance Amount 6,943,039.98 1 31 Sept. 11 6,943,039.98 0.00 6,943,039.98
2 14 Dec. 11 01 Aug – 31 Oct 11 991,582.79 2 19 Dec. 11 991,582.79 110,175.87 991,582.79
3 8 Mar. 12 01 Nov 11 – 29 Feb 12 1,907,535.48 3 22 Mar. 12 1,832,615.90 211,948.39 1,907,535.48
4 7 Jun. 12 01 Mar – 31 May 12 1,467,406.39 4 1,467,406.31 163,045.15 1,467,406.39
5 17 Jul. 12 01 Jun – 30 Jun 12 862,648.58 5 862,648.58 88,189.04 862,648.58
6 11 Sept. 12 01 Jul – 31 Jul 12 1,450,128.08 6 14 Sept. 12 1,003,886.61 86,186.17 1,003,886.61
7 2 Oct. 12 01 Aug – 31 Aug 12 1,090,471.52 7 3 Oct. 12 1,261,516.42 98,941.28 1,261,516.42
8 4 Dec. 12 01 Sept – 30 Sept 12 1,293,944.64 8 635,536.15 44,843.48 635,536.15
9 5 Dec. 12 01 Oct – 31 Oct 12 1,422,439.58 9 1,079,515.75 96,259.68 1,004,653.64
10 7 Dec. 12 01 Nov – 31 Nov 12 2,611,929.71 10 1,560,429.29 144,449.02 1,560,429.29
11 2 Feb. 13 01 Dec – 31 Dec 12 1,352,872.98 11 862,076.80 119,732.89 215,519.20 862,076.80
12 6 Feb. 13 01 Jan – 31 Jan 13 960,568.54 12 728,759.76 89,434.38 160,981.88 728,759.76
13 8 Mar. 13 01 Feb – 28 Feb 13 1,659,379.97 13 1,241,166.57 163,820.33 294,876.60 1,241,166.57
14 3 Apr. 13 01 Mar – 31 Mar 13 2,208,912.10 14 1,410,635.09 155,432.01 279,777.61 1,410,635.09
15 4 Apr. 13 Retention Guarantee 1,417,025,67 15 1,500,000.00 1,500,000.00
16 25 Apr. 13 01 Apr – 25 Apr 13 2,628,850.96 16 2,056,998.18 317,695.99 571,852.79 2,056,998.18
17 05 Jun. 13 01 May – 31 May13 3,434,719.27 17 7 Jun. 13 3,434,719.27 480,747.24 865,345.04 3,434,719.27
18 4-Jul-13 01 Jun – 30 June 13 3,106,300.83 18 4-Jul-13 2,462,727.11 359,842.23 647,716.01 2,462,727.11
19 19-Jul-13 01 July – 15 July 13 1,062,002.16 19 1,062,002.16 147,500.30 265,500.54 1,062,002.16
20 6 Aug. 13 15 July – 31 July 13 4,785,759.76 20 1,829,977.13 329,827.78 593,690.01 1,829,977.13
21 28 Aug. 13 CPA 2,080,220.55
22 28 Aug. 13 CPA 426,225.55 21 1,002,578.44 0.00 1,503,867.66 1,002,578.44
23 02 Sept. 13 01-15 Aug. 13 1,644,858.83 22 960,334.77 143,499.17 516,597.02 960,334.77
24 14 Sept. 13 16-31 Aug. 13 3,694,123.53 23 112,632.11 146,234.64 1,027,315.64 112,632.11
25 19 Sept. 13 1-15 Sept. 13 1,108,708.91 24 835,003.93 90,833.33
26 30 Sept. 13 CPA 306,355.10 25 286,228.57
27 16 Sept. 13 15 - 22 Sept 13 6,663,067.51 26 2,447,299.54 201,591.52
28 Retention Guarantee 1,800,000.00 27 1,800,000.00
Totals 58,964,053.30 41,671,317.21 3,790,229.89 6,943,040.00

Section 4: Contract Administration
SECTION 4: CONTRACT ADMINISTRATION

4 CONTRACT ADMINISTRATION
4.1 CONTRACT SUPERINTENDENCE AND CHANGES
The Contractor´s key staff in attendance on the site during the reporting period are as presented
here below in Table 4-1.
Table 4-1: Contractor´s Key Staff
Designation Name Arrival Date
Base(during
reporting period)
Project Manager Pedro da Silva 5/3/12
Not any more in
Namapa, resigned
Contractor´s representative Jaime Guerreiro 24/8/11
Not any more in
Namapa, resigned.
Jorge Castro Namapa
Production Manager Fernando Martins Namapa
Structural/Drainage/Bridge Engineer Luis Montes 14/8/11 Resigned
Structural/Drainage/Bridge Engineer Bruno Campos 3/4/12 Resigned
Joao Alves Namapa
Site Engineer/Highway Engineer Antonio Alves 28/8/11 Resigned
Soils, Materials and pavement
Engineer
Andre Costa 3/6/12
Not any more in
Namapa, resigned.
Ricardo Ribeiro
Not approved,
Namapa
Quantity Surveyor Pedro Canha 04/03/12 Namapa
Road Works Foreman Sérgio Gregório 28/8/11 Resigned
Structural Bridge Foreman Fernando Figueiredo 18/8/11 Resigned
Plant Manager Victor Moura 17/8/11 Namapa
Health and Safety Officer Margrida Fernandes Dismissed
Health and Safety Officer Victor Martins 19/5/12 Namapa
Environmental Site Officer Nuno Correia 30/9/11 Namapa
Human Resources Manager Andrea Almeida Namapa
Surveyor Joao Olaio 16/9/11 Namapa

Mechanic Fernando Jesus 16/9/11 Namapa
Financial Manager Paulo Inacio 8/10/11 Nampula
Laboratory Manager José Carlos 19/9/11 Namapa
The Contractor´s staff changes, in relation to the proposed in the bid document are
summarized in Table 4-2.
Table 4-2: Contractor´s Key Staff Changes
Title Position Initial Proposal
Current
Incumbent
Notes
Project Manager
Alberto A.S.A.
Ribeiro
Pedro da Silva
Approved, but
resigned in
September 12
Contractor´s Representative
José Alexandre
Correia Duarte Sauto
de Sá
Jaime Guerreiro
Not any more in
Namapa
Contractor´s Representative
José Alexandre
Correia Duarte Sauto
de Sá
Jorge Castro Approved
Structural/Drainage/Bridge
Engineer
António Pedro
Parente Vilaça
Luis Montes Resigned
Engineer
António Pedro
Parente Vilaça
Bruno Campos Resigned
Engineer
António Pedro
Parente Vilaça
João dos Santos
Alves
Approved
Site Engineer/Highway
Engineer
Maria Manuela
Fonte Videira Ramos
Not mobilized
Antonio Alves Not approved
Engineer
Nuno M.C. Areira Andre Costa
Not any more in
Namapa
Engineer
Nuno M.C. Areira Ricardo Ribeiro Not Approved
Quantity Surveyor Paulo N.L.C. Duarte Pedro Canha Approved
Road Works Foreman
Joaquim Augusto
Soares Barbosa
Sérgio Gregório Resigned
Structural Bridge Foreman
Alicino Azevedo
Cardoso
Fernando
Figueiredo
Approved
Plant Manager
José Manuel Galvão
Gachineiro
Victor Moura Approved
Health and Safety Officer Maria J.R. Martins Margrida Replaced

Title Position Initial Proposal
Current
Incumbent
Notes
Fernandes
Health and Safety Officer Maria J.R. Martins Victor Martins Approved
Environmental Site Officer
Esperança Isabel
Pereira Martins
Nuno Ricardo
de A. Correia
Approved
4.2 CONTRACTOR’S ORGANIZATIONAL CHART
The Contractor’s organizational Charts is presented in Appendix 4-1.
4.3 CONTRACT RECORDS
4.3.1 Daily Returns
The Daily Work Register signed by both the Contractor and the Engineer has been compiled
during the reporting period.
4.3.2 Plant on Site
The details of the equipment mobilized up to the end of the reporting period are as presented
in Appendix 4-2.
4.3.3 Labour Return
The status of labour return during the reporting period is as presented in Appendix 4.3.
4.4 INSTRUCTIONS AND ORDERS
4.4.1 Site Instructions
Register of Site Instructions is presented under Appendix 4.4
4.4.2 Provisional Sum Orders
Provisional Sum Order No. 01 has been issued to the Contractor on 8th
February 2012 over an
amount of MZM 2,142,051.58 (Two million one hundred forty two thousand fifty one and
fifty eight cents) for the relocation of EDM services. EDM services relocation has now been
completed. Quantities required for the relocation work have increased significantly. The
effect of the increase in quantities will be advised in due course.
4.4.3 Variation Orders
Due to the increased quantities in the relocation of EDM services in Namapa the Engineer
issued, through the Engineer´s letter Ref.M1062/ctb/0244, Variation Order No.1 on 19th
September 2012 over an amount of US$ 49,560.00 (Forty nine thousand five hundred sixty
US Dollars). The variation in the quantities of the relocation works did not have any effect on
time.

Section 5: Quality Control
SECTION 5: QUALITY CONTROL

5 QUALITY ASSURANCE
5.1 PROJECT QUALITY ASSURANCE PLAN (PQAP)
The revised project quality assurance plan was issued by the Engineer and is being
implemented.
5.2 IMPLEMENTATION OF CONTRACTOR’S QAP
5.2.1 Quality Control Plan
The Contractor submitted revised Quality Control Plan in March 2012. The forms in quality
control plan have been used with some refinements for the day to day activities in the
laboratory and site testing. The Quality Control Plan is a live document that is being
continuously updated during the progress of work.
5.3 GENERAL QUALITY CONTROL
5.3.1 Pre works Compliance Checks
The following are considered to be amongst the pre-work compliance checks
• Health and safety compliance checks
• Environment and social compliance checks
• Labour law compliance checks
• Traffic Management compliance checks
• Material testing facilities and calibration
• Material sources and suitability of materials
• Availability of resources; i.e., office equipment, personnel and office supply.
• Measurement and Survey equipment availability
• Measurements check
• Office facilities
The Contractor and the Engineer have been working towards fulfilling all the above
throughout the period elapsed including during the reporting period.
Contractor´s Request for Inspection for any relevant activity is preceded by the compliance
checks as applicable.
5.3.2 Contractor’s Supervision
Most of the components of the Contractor’s Quality Assurance Plan are approved.The
Contractor’s Health and Safety Officer, Environmental Site Officer and Laboratory personnel
have been engaged in the implementation of the Environment and Social Management Plan,
Health and Safety Plan, the Traffic Management Plan and the Quality Control Plan.
5.3.3 Engineer’s Supervision
The Engineer has been attending to Request for Inspection and Approval submitted by the
Contractor following completed works activities carried out on drainage structures, concrete
lining of side drains, cement stabilized sub-base layer, crushed stone base, prime coat
application, bituminous surface dressing and sampling and testing of materials from borrow
pits and quarries during the reporting period.

Schedule of Requests for Inspection and Approval received from the Contractor for the month
is presented under Appendix 5-1.
5.4 MATERIAL SAMPLING AND TESTING
The material sampling and testing carried out during the reporting month are presented under
the relevant sub-sections here below and the summary of them is also presented under
Appendix 5-2.
5.4.1 Materials from Borrow pits
Sampling and testing for confirmatory tests on CBR, Atterberg Limits and Linear Shrinkage
had been carried out on borrow pit materials from New 13 at Km 99+460 LHS. These were
just confirmatory tests as the work continued
According to the results, material from this borrow pit was suitable for the construction of
cement stabilized sub-base layer.
By the time of this report, the material investigation had been completed since earthworks
were concluded. No new borrow pits were going to be opened.
.
5.4.2 Material from Sub-base Layer
Samples of materials from cement stabilized sub base layer were collected from the following
section for Proctor Density, Optimum Moisture Content (OMC), Uniaxial Compressive
Strength (UCS) and Indirect Tensile Strength (ITS) tests and all test results are found
generally satisfactory:
• Km 75+000 to Km 76+940 LHS
• Km 83+900 to Km 99+120 RHS
5.4.3 Aggregates for Surface Dressing
Samples were collected from stockpiles at the quarry in Ocua. The test results continued to
show that the gradation of the surfacing aggregates were within the acceptable ranges.
5.4.4 Crushed Stone Base Aggregates from Stockpiles
Samples were samples collected from stockpiles at the quarry and the material was tested for
Grading, Flakiness Index, Aggregate Crushing Strength and Plasticity Index. The results of
Grading, Plasticity Index and Flakiness Index were within the acceptable limits.
Crushed stone base material continued to be collected from Namialo and Ocua quarries. The
material from both quarries was constantly being tested for confirmatory tests and during the
month of September, 2013, all the tests were within the recommended range.
5.4.5 Crushed Stone Base Aggregates from the Road
Samples were collected from the road after proper mixing of the base material for the
determination of Specific Gravity, Maximum Dry Density, Optimum Moisture Content,
Gradation and Flakiness Index on the following sections:
• Km 75+000 to Km 91+420 LHS
• Km 91+620 to Km 105+220 RHS

• Km 145+600 to Km 146+600 RHS
5.4.6 Concrete Samples from Construction Site
Cubes moulded out of concrete sampled from different parts of culverts, concrete lined side
drains, kerbs and bridges during construction were tested for compressive strength. The test
results are generally in compliance with the requirements by the Technical Specification for
the varying classes of concrete being used.
Concrete was being batched using mobile mixers following the demobilisation of the
Concrete Batching Plant in August, 2013. The mobile mixers were mounted on different
locations close to where the concrete works construction was required. The main concrete
works that were carried out were construction of concrete lined drain, kerbs and chutes.
5.4.7 Bitumen Quality
Penetration test was conducted on bitumen from samples taken from the distributer at the site
project laboratory and also at LEM and found to be within the acceptable range.
For all new bituminous materials, test certificates from the manufacturers were submitted and
approved by the Engineer before the material was brought to site.
5.4.8 Prime Coat
During the reporting month prime coat application was carried out on prepared crushed stone
base on the following sections:
• Km 75+000 to Km 94+860 LHS
• Km 148+120 to Km 149+700 LHS
• Km 101+600 to Km 110+840 RHS
• Km 145+600 to Km 146+600 RHS
The application rates were in agreement with the requirement of the Technical Specification.
5.4.9 Construction of 1st
Seal
The first seal construction was carried out in the following sections:
• Km 76+300 to Km 99+020 LHS
• Km 148+120 to Km 149+700 LHS
• Km 103+600 to Km 110+840 RHS
This was totalling to comprise about 24.3km along the left hand side lane and 7.24 km along
the right hand side lane.
The application rates for penetration grade bitumen were mostly acceptable. The application
rates for 19mm nominal size aggregates had improved from the previous scenario where there
were mostly slightly higher than specified. The specified application rate for 19mm nominal
size aggregates was 21.5kg/m2 and for bitumen was 1.2 l/m2
.
5.4.10 Construction of 2nd Seal
The first seal construction was carried out in the following sections:
• Km 76+300 to Km 99+020 LHS

• Km 148+120 to Km 149+700 LHS
• Km 103+600 to Km 110+840 RHS
This was totalling to comprise about 24.3km along the left hand side lane and 7.24 km along
the right hand side lane.
The application rates for penetration grade bitumen were mostly acceptable. The specified
application rate for 9.5mm nominal size aggregates was 10.5kg/m2 and for bitumen was 1.0
l/m2
.
5.4.11 Field Density Test
Field density tests were conducted on:
Road bed layer on the following sections:
• Namapa Junction at Km 146+100 LHS
• Plexus Junction at Km 143+700 LHS
• Alus Secondary School Junction at Km 122+200 LHS
• Alua Junction at Km 120+800 RHS
• Alua Mission Junction at Km 118+800 LHS
Fill layer in areas within the following sections:
• Km 75+000 to Km 75+100 RHS
Subgrade layer on the following sections:
• Km 75+000 to Km 75+880 LHS
• Km 75+460 to Km 80+840 RHS
Cement stabilized layer within the section:
• Km 75+000 to Km 76+940 LHS
• Km 83+900 to Km 99+120 RHS
• Km 145+600 to Km 146+600 RHS
Crushed Stone base on the following sections:
• Km 75+000 to Km 91+420 LHS
• Km 91+620 to Km 105+220 RHS
• Km 145+600 to Km 146+600 RHS
5.5 SOURCES OF MATERIALS
The following Sources of materials have been identified to date:
• Ocua Quarry at km 170+000 has been approved as a source of material for the production
of crushed stone for construction of base layer, production of aggregates for the production
of concrete and production of chippings for utilization in the construction of double seal
surface treatment.
• The concrete aggregates and chippings for surfacing from Ocua Quarry were going to be
used on the entire project road (Km 75+000 to Km 149+700)

• Crushed stone material from Namialo Quarry was also approved for use on the road. This
was a commercial quarry and the Contractor was buying the crushed stone base material.
This material was going to be used from Km 75+000 to Km 102+000
• Borrow pits NG17 (148+300 LHS), New02 (132+500 RHS), New08 (115+550 LHS), NG
13 (110+180 LHS), New 12 (105+000 LHS), New 13 (99+460 LHS), New 10 (Km 91+600
LHS), New 19 (89+300 LHS) and NG 10 (76+400 LHS) have been approved as a source of
material for construction of cement stabilized sub-base layer.
• Borrow pits NG17 (148+300 LHS), New02 (132+500 LHS), New03 (140+700 RHS),
New04 136+500 LHS and NG15 (126+000 LHS), New 07 (100+100 RHS) and NG 14
(114+600 LHS), NG 13 (110+300 LHS), New 12 (106+820 LHS), New 14 (103+200) RHS
NG 14(103+000 LHS), New 13 (99+460) LHS, New 15 (Km 93+260 LHS), New 16 (Km
96+200 LHS), New 17 (Km 91+400 LHS), New 18 (Km 93+200 RHS), New 19 (Km
89+300 LHS), New 20 (Km 85+200 RHS), New 21 (Km 84+200 RHS), NG 11 (Km
86+900 RHS), New 10 (Km 91+600 LHS) and NG 10 (76+400 LHS) have all been
approved for construction of fill layers.
• Rio Lurio and Rio Mecuburi have been approved as sources of water for construction.
There had been a problem with availability of water for construction. Work requiring usage
of water was mostly being carried out on the section from Km 105+000 to Km 75+000
while water was only available at Rio Lurio.
• Rio Lurio has been accepted as source of sand for production of concrete.
5.6 LABORATORY EQUIPMENT
The Project Laboratory is fully operational. The Contractor also submitted list of laboratory
equipment that arrived on 9th February 2012. Official handing over of the laboratory and
laboratory equipment has not been yet finalized despite numerous requested by the Engineer to
have the laboratory equipment officially handed over to the Engineer.
5.7 DESIGN MODIFICATION
The design for the three girder and slab bridges Muhacala, Mecuburi and Niheque has been
modified. The widening of the bridges was not done by construction of cantilever slab on both
sides of the bridges as designed initially but by separated girder and slab widenings on both
sides of the bridges that received their own support piers.
5.8 SURVEY ACTIVITY AND MEASUREMENTS
Checking on toe pegs setting out, checking on culvert setting out, confirmatory survey on
benchmarks, checking on construction tolerance levels on subgrade, cement stabilized sub-
base, and base course layers were the major activities that have been carried out during the
reporting period. Straight edge measurements were also taken on compacted crushed stone
base layer.
5.9 SURVEY EQUIPMENT
All survey equipment as specified by the Contract’s Technical Specification have been handed
over to the Engineer with the exception of the following which were still outstanding as at the
end of the reporting period.
• 4 No. Tape repair kits
• 3 No. 5m Metric Staffs
• 4 No. Level Bubbles, and

• 2 No. Optical Squares
The Engineer also requested the Contractor on 26th June, 2013 to supply an additional Total
Station due to the magnitude of work which the Survey team had to carry out. The Total
Station had not been supplied up to the time of this report.
5.10 ISSUES, PROBLEMS AND SOLUTIONS
Non-conformances were registered during the review period the details of which are given
below.
• There were some sections whose test results had not been submitted to the Engineer for
a long time. The Engineer had been writing to the Contractor reminding him to submit
the said requests but some of them still remained. The Contractor had been advised that
the sections whose test results had not been submitted were not going to be certified by
the Engineer and therefore were not going to be paid.
• Water sources continued to be a problem due to the dry season and the heat levels in
the area. Rio Lurio at 149+700 was the only sources of water available for
construction.
• The Contractor’s proposed Materials Engineer was not approved by the Client. There
was need to provide another Materials Engineer
All the above were communicated to the Contractor who was requested to submit his
mitigation measures for the purpose of resolving the issues. The problems were also recorded
as Non-conformances.

Section 6: Environment, Health & Safety
SECTION 6: ENVIRONMENT, HEALTH AND SAFETY

6 ENVIRONMENTAL MONITORING, HEALTH AND SAFETY
6.1 QUALITY ASSURANCE DOCUMENTS
The status of the Project Quality Assurance documents up to end of reporting period was:
Item Title Date Current Version
Submitted by
Contractor
Date Approved
by Engineer or
MCA
Version Remarks
1 Contractor’s Quality Control
Plan
14 March 2012 Pending 02 Under review
2 Traffic Management Plan 27 March 2012 30 May 2012 03 Approved
3 ESMP Implementation Plan 29 March 2012 Pending 03 Formal approval
from MCA
awaited
4 Health and Safety Plan 28 March 2012 30 May 2012 03 Approved
5 Contingency, Accident and
Emergency Response Plan
29 February 2012 30 May 2012 01 Approved
6 TIP Management Plan 29 February 2012 30 May 2012 01 Approved
6.2 ESMP IMPLEMENTATION
6.2.1 EHS Meeting/ Audit/ Inspection
# EHS Meetings Audits Inspection
Basis Weekly Monthly Monthly
Frequency 1 1 1
Conducted 0 0 0
Date - October 13 October 13
Carried out by EHSS EHSS EHSS
6.2.2 Induction/ Training/ Toolbox Talk/Inspection Monitoring
Environmental System
Induction Training Inspection Toolbox talk
Date Workers
inducted
Date Target group/ Subjects Date Date
3rd
, 11th
and
18th
Oct. 13.
16 3rd
, 11th
, 15th
and 18th
Oct.
13.
Builder, Flagwoman, Labourer,
drivers (Waste Management and
House Keeping)
Note done. Note done.
Health and Safety System
Induction Training Inspection Toolbox talk
Date Workers
inducted
Date Target group/ Subjects Date Date
3rd
and 11th
Oct. 13.
15 3rd
, 4th
, 8th
, 11th
,
12th
, 13th
,15th
,
20th
, 21st
,25th
,
27th
, 28th
, 30th
Oct. 13
Builder, Flagwomen, unskilled
workers, Carpenter, Driver and
Operator (General Safety
Procedures)
Not done Note Done.
6.2.3 Monthly Environmental, Health and Safety Training Session
No monthly training session was given to the employees during the reporting period.

6.3 ENVIRONMENT MONITORING
6.3.1 Environmental Baseline Survey Report (EBSR)
No Environmental Baseline Survey was conducted during the reporting period.
6.3.2 Road Reserve
• Anti-Hills
No treatment and removal of Anthills took place during the reporting period; nevertheless the
Environmental Method Statement for treatment was already approved (Section 6.8).
• Deviation and Access Road
To date deviations and access roads have been either opened or closed as shown in the
table below.
Station Location Side Purpose Status
146+000 Namapa Bridge RHS Deviation Closed after use
141+035 Culvert No 123 RHS Deviation Rehabilitated
140+304 Culvert No 122 RHS Deviation Rehabilitated
131+000-
131+400
Culvert 116, 117 RHS Deviation Rehabilitated
127+428 Culvert 113 RHS Deviation Rehabilitated
113+500 New Culvert 05 RHS Deviation Rehabilitated
110+960 New Culvert 04 LHS Deviation Rehabilitated
101+917 New Culvert 03 RHS Deviation Rehabilitated
129+652 Culvert 115A LHS Deviation Rehabilitated
96+900 Niheque Bridge L and RHS Deviation Closed after use
91+350 Mecuburi Bridge RHS Deviation Closed after use
89+900 Muchala Bridge RHS Deviation Closed after use
75+100 Micutuchi Bridge RHS Deviation Closed after use
148+300 Borrow Pit LHS Access Open
140+400 Borrow Pit RHS Access Rehabilitated
132+500 Borrow Pit RHS Access Rehabilitated
75+400 Borrow Pit RHS Access Open
100+100 Borrow Pit RHS Access Open

• Spoil areas/Crushed Stone Base Stockpiling Area
The Contractor initially proposed the spoil areas in the table here below. However, the
Contractor has notified the Engineer that he wants to use instead the borrow pits as spoil areas
with the intention of subsequently using the spoil for rehabilitation of the borrow pits. The
Contractor has added another spoil areas at km 142+150 (LHS) and 126+100 (LHS) that were
approved.
Spoil Areas for unsuitable material along the Road Reserve
# Kilometer (km) Road Side Dimension (m2) Current Status
1 132+500 RHS 15 210 Not in use
2 143+050 LHS 33 470 Not in use
3 148+300 LHS Used
4 146+300 RHS Used
5 145+300 LHS 5 870 Not in use
6 142+150 LHS - Used
7 131+700 RHS Used
8 125+750 LHS - Used
9 122+350 RHS Used
10 117+200 RHS - Used
11 114+600 LHS - In use
12 110+100 LHS - In use
13 96+200 LHS - In use
14 93+400 RHS - In use
15 92+900 RHS - In use
16 92+000 RHS In use
17 91+200 RHS - Used
18 89+300 LHS - In use
19 85+200 RHS - In use
20 76+400 LHS - In use
21 75+500 RHS - In use
6.3.3 Camp site
• Hazardous Substance Management
There are some hazardous substances in the Campsite which are kept temporarily in
containers for safety reasons. The Method Statement for Hazardous Chemical Substances
Management was requested for submission by the Engineer on 22nd
May 2012 and was
received on 3rd
December 2012 and approved on 5th
December 2012.
Product Name Size MSDS Label Storage
Hydraulic Oil 210 l Drums Displayed Yes Workshop and Ocua Quarry
Used Oil 1 m3
NA Yes Workshop
Sika Plast-Stallion 1 m3
Displayed Yes Batching Plant (Open space)
Plastiment BV-40 1 m3
Displayed Yes Yard (Open space)
Bitumen 210 l drums Displayed Yes Batching Plant (Open space)

Cutback MC 30 185 Kg Displayed Yes Batching Plant (Open space)
6.3.4 Waste Management
The Environmental Method Statement for Waste Management was already submitted and
approved (see section 6.8);
The management of the inorganic waste continues to be an issue and the quantities are
increasing. A baseline to find the physical quantities of waste was done in order to plan a
possible solution for final disposal. As temporary solution the Contractor has been donating
small quantities of batteries, drums, tires and used oil.
The segregation of waste continues to be a challenge and efforts to improve were observed
but more need to be done.
The medical waste is collected in an appropriate safety box and delivered to Namapa Hospital
for incineration. The records of delivering are being properly kept.
The Contractor has concluded assembling the main Workshop located at Central Batching
Plant – Km 110+000 RHS. The Campsite workshop is still operational just for small repairs.
6.3.5 Borrow Pits
The status of the rehabilitation of the borrow pits during the reporting period is as shown in
the table below.
Borrow pits Station Side Status
NBP 06 75+400 RHS Rehabilitation work not commenced
NBP 10 91+500 LHS Rehabilitation work completed
Km 96+800 96+800 LHS Rehabilitation work in progress
NG 17 148+300 LHS Rehabilitation work in progress
NG 11 86+900 RHS Rehabilitation work in progress
NBP 02 132+500 RHS Rehabilitation work completed
NBP 13 99+500 LHS Rehabilitation work not commenced
NBP 16 96+200 LHS Rehabilitation work in progress
NBP 17 90+400 RHS Rehabilitation work in progress
NG 10 76+400 LHS In use

The Contractor carried out clearing and grubbing of areas at Km 75+400 RHS, Km 91+500
LHS and Km 96+800 LHS without the Engineer approval.
The main environmental concern in regard to the borrow pits is the depths of extraction.
However, at the current status of the project depths of material extraction are not yet alarming
and the Contractor was advised to protect the edges/limits of the borrow areas.
6.4 SAFETY MONITORING
6.4.1 Accident/ Incident Records
Accidents and Incidents that occurred to date are presented in a tabular format under
Appendix 6.1.
6.4.2 Road Safety Campaign
The Road Safety Campaign Plan was already submitted and approved (see section 6.8). The
implementation is already in place and so far the Contractor has conducted sessions on 28th
January 2013 and on 15th
February 2013, 15th
and 16th
May 2013 and on 28th
June 2013
jointly with the National Traffic Police. No campaign was conducted during the reporting
period.
6.4.3 Personnel Protective Equipment
All the Contractor’s employees were provided with safety basic equipments. During the
reporting period no major issues were found concerning PPE or Use of PPE.
6.4.4 Fire Extinguisher
Fire extinguishers have been distributed within the Campsite, Engineer’s facilities, Concrete
Batching Plant, fuel station and Ocua Quarry.
Personnel for the purpose of firefighting are now identified and the training has been
concluded. The fire extinguishers have been replaced by new ones.
6.4.5 Traffic Accommodation
No major issue were observed during the reporting period, the Contractor continues to
prefabricate delineators. The number of flagmen has increased especially where the
pulvimixer is operating.
The Contractor has been opening newly constructed surface to traffic, but has failed to install
an adequate number of speed reduction sign along the new surface which is currently limited
to the left lane only.
One of the issues that affected the traffic vandalism. The misappropriation of traffic signs has
become a major concern. There is a need to work with the communities to raise awareness
about the importance of traffic signs along the road.
6.5 HEALTH MONITORING
6.5.1 Site Clinic
The Clinic was found fully supplied with medicines.

6.5.2 Illness/ Injuries
The number of cases of injuries involving metallic objects increased significantly. In the
previous month it was 14 cases and during the reporting period it is 25 cases.
Illnesses recorded during the reporting period are presented in the table below.
Type of
Illness
Month
Mar.1
3
April.1
3
May 13 Jun. 13 Jul. 13 Aug.13 Sep.13 Oct.13 Total
Diarrhea 22 23 12 1 24 16 24 26 100
Stomach
upsets
3 0 1 0 0 2 4 8 28
Headaches 30 36 30 37 17 31 20 13 340
Fever 47 64 23 14 8 15 33 21 474
Malaria 0 0 5 2 6 4 2 5 109
Cholera 0 0 1 0 0 0 0 - 1
STD 0 0 1 0 0 0 0 - 70
6.5.3 Water for Human Consumption ( Laboratory Results)
The water from Contractor’s Camp Site as well as the water from public supply were tested
on 23rd August 2012 and the results showed that the water from both sources was unsuitable
for human consumption due to biological contamination.
The Contractor started to treat the water from the public source with the chemical CERTEZA
and on 13th September 2012 the water was tested again and showed to be suitable for human
consumption.
On November and December 2012, water samples from the public source was sent to the
laboratory and the results had not yet been delivered.
On January 2013, water sample from the public source was sent to the laboratory the results
had not yet been delivered. On February 2013, the water for employee's consumption was not
tested.
On March and April 2013, water samples from the public source was sent to the laboratory
the results had not yet been delivered.
On May 2013, water sample from the public source was sent to the laboratory and the results
showed the water to be suitable for human consumption. The Contractor wrote to the
Engineer and indicated that a chemical treatment plant had been installed at the Camp Site to
treat water to be used for human consumption. The Contractor in his letter requested approval
from the Engineer to supply the workers with this water.
The Engineer requested the Contractor to indicate the source of water to be treated; the
Contractor indicated that the source of water is Lurio River.
On June 2013, water sample from the public source and tested in Nampula laboratory, the
results showed to be suitable for human consumption.

On July 2013, water sample from Lurio River chemically treated at the Camp Site was tested
in Nampula laboratory, the results showed to be suitable for human consumption.
On August 2013, water sample from Lurio River chemically treated at the Camp Site was sent
to Lab the results had not yet been delivered.
No water treatment was done during the reporting period.
Description
Month
Jun.1
2
Jul.1
2
Aug. 12 Sep.12 Oct.12 May 13 June 13 Jul. 13 Aug.13
Date of
sampling
- - 23 Aug 12 13 Sep 12 5 Oct 12 9 May
13
6 Jun 13 8 Jul 13 27 Aug 13
Lab Result Suita
ble
Not
tested
Unsuitable
(Public
source and
Camp site
borehole)
Suitable Suitable Suitable Suitable Suitable
(Lurio
River)
Waiting
results
from the
lab.
6.5.4 Toilets
The Camp Site, Batching Plant and Ocua Quarry have permanent toilets. However, the
Contractor is failing to provide temporary toilets in the work-fronts.
6.5.5 First Aid Kits
The Contractor provided First Aid Kits for the foremen’s cars, both office’s Contractor’s and
Engineer’s, Quarry and Industrial Camp Site at Km 110+000 RHS. The First Aid Kits
allocated to the foremen’s cars are now full supplied with new tables/ medicines.
First Aid Kits were allocated to the foremen’s cars, HSO Office, at the main gate and at house
No. 3 of the Contractor’s housing facilities.
6.6 HIV/AIDS AWARENESS CAMPAIGN
During the reporting period no HIV/AIDS awareness campaign was conducted. The Service
Provide contract has finished and the Contractor was advise to liase with the CNCS to get
condoms.
The number of pamphlets/Magazine and condoms distributed to date is as shown in the
following table.
Month
Dec.
2012
Jan.
2013
Feb.
2013
Mar.
2013
Apr.
2013
May
2013
Jun.
2013
Jul.
2013
Aug.13 Sep. 13 Oct. 13 Total
Number of Workers
Number of Male
Condoms distributed
3000 0 3000 0 7200 0 0 0 0 0 2000 60960
Number of Female
Condoms distributed
0 0 0 0 200 0 0 0 0 0 0 650
Number of
pamphlets/Magazine
Distributed
250 0 0 0 300 0 0 0 0 0 300 1390

6.7 TRAFFICKING IN PERSONS (TIP)
The procurement process for this service provider had not been successful and feedback from
MCA is being awaited.
6.8 SOCIAL ISSUES
6.8.1 Project Liaison Committee (PLC)
No meeting was scheduled for October 2013.
6.8.2 Employment and gender issues
Employment created by the Project, number of Employees and proportion of Female
employees is presented here below for the months as indicated. This will be pursued further
as information is received for each following month in the future.
Month Jul.
2012
Aug.
2012
Sep.
2012
Oct.
2012
Nov.
2012
Dec.
2012
Jan.
2013
Feb.
2013
Mar.
2013
Apr.
2013
N⁰ of workers 317 317 321 321 412*
Male 272 272 278 278 364
Female 45 45 43 43 48
(*) The number represents Employees of the main Contractor only and includes 71 foreigners.
6.9 NON-CONFORMANCES MONITORING
Non-conformances recorded to date are presented under Appendix 6.2.
6.10 PROJECT TECHNICAL ISSUES
Description Date Submitted By Contractor Current Status
Version 00 Version 01 Version 02
Waste Management Plan 14.02.2012 Approved on 3rd
March 12
HSE Awareness Training
Plan
19.10.2011 14.03.2012 23.07.2012 Approval issued on
27th
Jul 12.
Environmental Method
Statement (EMS) Camp
Site Clearing and
Grubbing
12.10.2011 Approval issued on
27th
Feb 12.
EMS Camp Site
Establishment
19.10.2011 1.06.2012 6.07.2012 Approval issued on
27th
Jul 12.
EMS Road Maintenance 29.10.2011 Approval issued on
27th
Feb 12.
EMS Road Reserve
Clearing and Grubbing
27th
Feb 12.
EMS Treatment of Ant
hills
5.03.2012 23.03.2012 Approved on 27 Mar
12
EMS Borrow pits 14.11.2011 1.02.2012 Approved on 27 Feb
12

Description Date Submitted By Contractor Current Status
Version 00 Version 01 Version 02
EMS Opening of Dumping
Site
12.03.2012 Approval on 27 Feb
12
EMS Concrete Batching
Plant localization
3.04.2012 Responded
on 5 April
2012
Resubmission by the
Contractor pending
EMS for Ocua Quarry 1.06.2012 Under review by the
Engineer
EMS Quarry Rock
Blasting
18.06.2012 24.07.2012 Approval issued on
27th
Jul 12.
EMS Waste Management 23.07.2012 Approval issued on
27th
Jul 12.
EMS Chemical Products 03.12.2012 Approval issued on
5th
December 12.
EMS Deviations 03.05.2013 Approval issued on
9th
May13.
EMS Rehabilitation of
Borrow Pits
29th
June13.
Road Awareness Plan 15.07.2013 Approval issued on
24th
June13.
EMS Application of MC
30 and Bitumen Products
24th
June13.

Section 7: Ancillary Activity
SECTION 7: ANCILLARY ACTIVITIES

7 ANCILLARY ACTIVITIES
7.1 CLIMATIC & WEATHER CONDITIONS AND CHARTS
Rain gauge readings have been recorded each day at 8:00 AM starting from 18th January 2012.
The weather record chart for the month of June 2013 is presented under Appendix 7.1.
7.2 LAND ACQUISITION AND UTILITIES RELOCATION
No land acquisition has been carried out during the reporting period.
7.3 RAP IMPLEMENTATION
The work of RAP Implementation has been completed. Millennium Challenge Account MCA
handed over all Red Zones Sections except Namapa to the Contractor by way of letter Ref.
062/MCA-RP/2012 dated 20th
February 2012. The Namapa Section of the Red Zones (km
143+700 to km 146+700) was handed over to the Contractor in July 2012.
7.4 OUTSTANDING RESETTLEMENT ACTION PLAN (RAP) ISSUES
Many members of the local community at Alua and Namapa have lodged in complaints that
they have suffered material damage, cracked houses, emanating from the construction works.
The Contractor informed the Engineer about the situation, but was advised that the matter has
to be dealt with by the Contractor himself as this was his obligation.
The Contractor has also been advised that baseline surveys have to be conducted to identify
conditions of properties prior to commencement of compaction works in town sections so that
unjustified claims can be avoided.
7.5 RELOCATION OF TDM FIBRE OPTIC CABLE
More than 80% of the relocation works on TDM fibre optic cable has been completed. It has
been reported by TDM that there are some intermittent sections that still need further attention.
However with the completion of earthworks and opening up of inlets and outlets of culverts the
effect of the fiber optic cable is gradually becoming less critical.. The current status of the
relocation of the TDM fiber optic cable is given under Appendix 7.2.
7.6 RELOCATION OF EDM POWER LINES
There is nothing new to report concerning EDM power lines for the review period.
7.7 SUBCONTRACTING AND COMPLIANCE WITH ESMP IMPLEMENTATION PLAN
Of the Sub-contractors that are present on site currently equipment hirers have been observed to
ignore ESMP Regulations at PPE Zone within the campsite. Contractor has been alerted about
the situation and was advised to control the unacceptable behaviour of his sub-contractors.
7.8 CORRESPONDENCES
The summary list of correspondences as well as some key correspondences for the reporting
period is presented under Appendix 7.3.

7.9 STATUS OF AS-BUILT DRAWINGS
Preparation of as built drawing has now commenced and is work in progress.
7.10 RECORD AND MINUTES OF MEETINGS
7.10.1 Minutes of Monthly Site Meeting
Minutes of the monthly Site Meeting No. 26 held on 18th
October 2013 at the Engineer’s Site
Office in Namapa is presented under Appendix 7.4.
7.10.2 Minutes of Technical Meeting
Minutes of the monthly Site Meeting No. 67 held on 25th
October 2013 at the Engineer’s Site
Office in Namapa is presented under Appendix 7.4.
7.10.3 Minutes of EHS
No EHS meeting had been held during the reporting period.
7.11 VISITS
No visitors have come to the Site during the reporting period.
7.12 PHOTOGRAPHIC RECORD
Project photographic records are presented under Appendix 7.5.

Section 8: Risks and Mitigation Measures
SECTION 8: RISKS AND MITIGATION MEASURES

Section 8: Risks and Mitigation Measures
8 RISKS AND MITIGATION MEASURES
8.1 RISKS TO SUCCESSFUL PROJECT IMPLEMENTATION
At the end of the reporting period the outstanding works are construction of 4.75 km of cement
stabilized sub-base, 9.4 km of crushed stone base and 15.8 km of construction of double
bituminous. A revised programme is not available to be able to compare planned versus actual.
However a projection is made that the construction work on the main activities will be
completed by end of November 2031. Following this projection, the critical activities whose
implementation needs much attention to be able to complete construction works by end of
November 2013 are therefore the following.
• Construction of crushed stone base
• Production of surfacing aggregates and crushed stone material
8.2 MITIGATION MEASURES
To mitigate these problems the following action must be taken:
8.2.1 Construction of Crushed Stone Base Compaction
Intedependency of the major activities (sub-base construction, crushed stone base
construction and material production and surfacing works) is now becoming more and more
apparent as the available time to work shrinks.
Low production of crushed stone base material at the crasher results in low production rates in
the construction of crushed stone base. Lack of completed crushed stone base delays
surfacing and carriageway marking works. The Contractor must always carefully plan the
sequencing of the activities. Production at the quarry, hauling of material and compaction
works in the road must be good coordinated. Contractor needs to solve the problem of
intemitent shortage of diesel as observed during the reporting period.
8.2.2 Production of Crushed Stone Material
After several backlashes the Contractor has been able to get two complete crushers that
include primary and secondary crushers and screen into full production. During the reporting
period the Contractor has been working in three shifts totalling to 24 hrs. to mitigate the
production problem, but production was interrupted on 21st
October 2013 due to lack of
fuel.
The Contractor needs to ensure the continuous supply fuel.

Section 9: Supervision Services
SECTION 9: SUPERVISION SERVICES

9 SUPERVISION SERVICES
9.1 DESCRIPTION OF PROJECT
Scott Wilson Ltd was engaged by the MCA to provide works contract supervision services for
the Rehabilitation and Upgrading of the N1 Road between Namialo and Rio Lurio in Nampula
Province divided into two lots as follows: Lot 1 - Namialo to Mecutuchi Bridge (75km) and
Lot 2 - Mecutuchi Bridge to Rio Lurio (74.7km).
Scott Wilson Ltd is recognized in the Works Contracts as the Engineer.
This section of the Monthly Progress Report details the activities of the Engineer on Lot 2:
Mecutuchi Bridge to Rio Lurio (74.7km) over the reporting period 01st
to 31st
October 2013.
9.2 CONSULTANCY CONTRACT DETAIL
Contract Name : Consultancy Services for the Feasibility
Study, Environmental and Social Impact
Assessments, Design and Supervision of
Works for Namialo to Metoro Road, Nampula
and Cabo Delgado Provinces, Mozambique
Phase : Phase 3 – Supervision of Works
Funding : Millennium Challenge Corporation
Employer : Millennium Challenge Account, Mozambique
Contract No. : P030
Contract Amount for Phase 3 : US$ 3,450, 000.00 (Both Lot 1 and Lot 2)
Date of Award : 29 June 2011
Commencement Date : 01 August 2011
Completion Date : 22 January 2013
End of Defects Notification Period 23 January 2014
Percentage Time Elapsed : 152.2%
Revised Completion Date : TBA
Revised Contract Amount : TBA

9.3 ENGINEER’S ORGANIZATIONAL STRUCTURE
9.3.1 Organizational Structure and Staffing
The Engineer’s organizational structure is as illustrated in Appendix 9-1 and given in tabular
form below.
Table 9.1: Record of SWL Staffing
Position Name Effective Base
Management
Project Director Martin Edge UK
Project Manager Washington Mupazviriwo Maputo
Engineer Charles Bopoto Maputo
Site Supervision Staff – Lot 2: Mecutuchi Bridge to Rio Lurio
Resident Engineer Elias Ibrahim Namapa, 1st
Sept. 2011
Materials/D.R. Engineer Mandefro Tesfaye Resigned 21st
February 2013
Jane Banda Konzani Namapa
Bridge/D.R. Engineer Tegegne Eshetu Resigned
Solomon Gebremedhin Resigned 31st
January 2013
Munyaradzi Kenneth
Makubika
Namapa
Senior Inspector of Works Jane Banda Konzani Namapa, Until 26th
March
2013
Edward Chidziya Resigned 28th
May, 2013
Shadreck Takuva Namapa pending approval
Senior Inspector of Works Munyaradzi Kenneth
Makubika
Namapa;
Until 31st
January 2013
Inspector of Works Antonio Bonga Resigned 20th
April 2013
Inspector of Works, Structures Gilbert Chivero Namapa, mobilized 4th
Feb.13
Inspector of Works, Structures Tachiona Chamboko Namapa, mobilized 4th
Feb.13
Inspector of Works Nildo Nhaliginga Namapa, mobilized 21st
April.13
Surveyor Joshua Fusire Namapa, 1st
Sept. 2011
EHS Supervisor Tomas S. Banze Namapa
Other Professionals
Contract’s Engineer R. Rawson Cape Town
Environment Health and Safety Hafido Abacassamo Maputo
Head Office Support
Structures Colin McKenna UK
Pavement, Materials &
Geotechnics
David Jordan UK

9.3.2 Mobilization Status
Table 9.2: SWL Staff Mobilization Status
Position Name Location
Management
Project Manager W. Mupazviriwo Maputo
Engineer Charles Bopoto Maputo
Resident Engineer Elias Ibrahim Namapa
Deputy Resident Engineer- Materials Jane B. Konzani Namapa
Deputy Resident Engineer - Bridges Munyaradzi Kenneth
Makubika
Namapa
Senior Inspector of Works Edward Chidziya Resigned
Shadrek Takuva Namapa
Inspector of Works Nildo Nhaliginga Namapa
Inspector of Works Gilbert Chivero Namapa
Inspector of Works Tachiona Chamboko Namapa
Surveyor Joshua Fusire Namapa
EHS Supervisor Tomas S. Banze Namapa
9.3.3 Work Permit Application Status
Table 9.3: SWL Staff Work Permit Status
Position Name Status
Management
Engineer Charles Bopoto Issued
Resident Engineer Elias Ibrahim Issued
D. Resident Engineer – Bridge Kenneth M. Makubika Resident
D. Resident Engineer –
Materials
Jane B. Konzani Issued
Senior Inspector of Works Edward Chidziya Resigned
Shadrek Takuva Pending
Inspector of Works Nildo Nhaliginga Citizen
Inspector of Works Gilbert Tachiona Issued
Inspector of Works Tachiona Chamboko Issued
Surveyor Joshua Fusire Issued

9.4 ENGINEER’S REPORTING PERIOD ACTIVITY
9.4.1 General Supervision Activities
Table 9.4: Supervision Activities Summary
Activity
No
Activity Title Detail Level of
Achievement
1 Design and Drawing
Revisions
Attended to queries from contractor on the design on the
following:
• Junctions,
• Lined drains,
• Kerbs and chutes,
• Bridges ancillaries,
• Bus bays,
• Road signage.
97%
2 General Contract
Correspondence
Issued general information to and responded to
correspondences from the Contractor
97%
3 Meetings Attended:
• Monthly Site Meeting,
• Weekly Site Technical Meetings,
• EHS Meetings,
• PLC Meetings,
• Measurements meeting,
• MCC visits,
• DAB meeting
92%
4 Site Management
Systems
General attendance 100%
5 Contractor’s
Documents Review
6 Contractor’s
Documents Review
Reporting
8 MCA Quarterly
Monitoring Report
• Preparation of Quarterly Data Call Report for June
2013
• Prepared Performance Indicator Returns for June
2013
100%
9 Monthly Reporting Preparation of Monthly Report for October 2013 100%

9.5 FINANCIAL DATA, INVOICING, ESTIMATE TO COMPLETION
9.5.1 Invoices to Date
The Status of invoices for the Supervision Services is as shown in the table below.
Table 9.5: Record of SWL Invoices and Payments
Invoice No.
Amount
(US$) excl.
IVA
IVA (US$)
Amount
Date of
submission
Date
Payment
Received
Status
M1062/Mecutuchi-
Lurio/201
72,285.72 12,288.57 6 Sep 11 30 Sep 11 Paid
M1062/Mecutuchi-
Lurio/202
72,285.72 12,288.57 11 Oct 11 24 Nov 11 Paid
M1062/Mecutuchi-
Lurio/203
72,285.72 12,288.57 14 Nov 11 16 Dec 11 Paid
M1062/Mecutuchi-
Lurio/203
72,285.72 12,288.57 12 Dec.11 29 Dec.11 Paid
M1062/Mecutuchi-
Lurio/203
72,285.72 12,288.57 11 Jan.12 29 Feb.12 Paid
M1062/Mecutuchi-
Lurio/203
72,285.72 12,288.57 13 Feb.12 13 Mar.12 Paid
M1062/Mecutuchi-
Lurio/203
72,285.72 12,288.57 23 March 12 23 March 12 Paid
M1062/Mecutuchi-
Lurio/203
72,285.72 12,288.57 5 April 12 18 April 12 Paid
M1062/Mecutuchi-
Lurio/203
72,285.72 12,288.57 22 May 12 26 Jun. 2012 Paid
M1062/Mecutuchi-
Lurio/203
72,285.72 12,288.57 June 12 Paid
M1062/Mecutuchi-
Lurio/203
72,285.72 12,288.57 July 12 Paid
M1062/Mecutuchi-
Lurio/203
72,285.72 12,288.57 August 12 Paid
M1062/Mecutuchi-
Lurio/203
72,285.72 12,288.57 Sept. 12 Paid
M1062/Mecutuchi-
Lurio/203
72,285.72 12,288.57
12 October
12
9 Nov.2012 Paid
M1062/Mecutuchi-
Lurio/203
72,285.72 12,288.57 13 Nov. 12 29 Nov.12 Paid
M1062/Mecutuchi-
Lurio/203
72,285.72 12,288.57 Dec. 13 TBA
M1062/Mecutuchi-
Lurio/203
72,285.72 12,288.57 Jan. 13 TBA
M1062/Mecutuchi-
Lurio/203
72,285.72 12,288.57 Feb. 13 TBA
M1062/Mecutuchi-
Lurio/203
72,285.72 12,288.57 March 13 TBA
M1062/Mecutuchi-
Lurio/203
72,285.72 12,288.57 April 13 TBA
M1062/Mecutuchi-
Lurio/203
72,285.72 12,288.57 May 13 TBA

M1062/Mecutuchi-
Lurio/203
72,285.72 12,288.57 June 13 TBA
M1062/Mecutuchi-
Lurio/203
72,285.72 12,288.57 July 13 TBA
M1062/Mecutuchi-
Lurio/203
72,285.72 12,288.57 August 13 TBA
M1062/Mecutuchi-
Lurio/203
72,285.72 12,288.57 September 13 TBA
M1062/Mecutuchi-
Lurio/203
72,285.72 12,288.57 October 13 TBA
9.5.2 Invoice Payment Status
Payment status is as shown in the table above.
9.5.3 Contract Sum Adjustment
The Contract amount for the Consultant’s Services for Lots 1 and 2 as well as the RAP
implementation process amounts to US$ 5,637,410.46 excluding IVA.
There was an adjustment to the above amount that was necessitated because of the extension
of the contract period to 30th
June 2013 and to date which is still not yet officially advised to
be contractual. The adjustment will be made known in due course as soon as more details are
received.
9.5.4 Claims
None to date
9.5.5 Deliverables and Timing
The table below summarizes the nature of the deliverables and their timing:
Table 9.6: Deliverables Scheduling and Status
No. Description of Deliverable
Planned
Delivery Date
Actual Delivery
Date (Status)
Qty &
Medium
Deliverables Report for April 2013
1
Monthly Progress Report:
October 2013
10th
Nov. 2013 18th
Nov. 2013
6 Copies + 2
CDs
2
Financial WIP Quarterly Data
Call
10th
Nov. 2013 18th
Nov. 2013
6 Copies + 2
CDs
3 Performance Indicators 10th
Nov. 2013 18th
Nov. 2013
6 Copies + 2
CDs
General Timing of Deliverables as per Contract
1
Monthly Progress Reports
(general)
10th
of each
month following
6 Copies + 2
CDs
2
Monthly Financial WIP Data Call
and Performance Indicators
10th
of each of
following month
5 Copies
3 Quarterly Progress Reports Report waivered
4 Completion Report – on issue of TBA At end of 6 Copies + 2

the Taking Over Certificate contract CDs
5
IRI Report – one month after
issue of the Taking Over
Certificate
TBA
To be arranged
at end of
contract
5 Copies
6 As-Built Drawings TBA
To be finalized
at end of works.
6 Copies + 2
CDs
7
Final Report – on issue of the
Defects Liability Certificate
TBA
At end of
Defects
Notification
Period.
6 Copies + 2
CDs
9.6 SUPERVISION SERVICE PERFORMANCE REVIEW
9.6.1 Factors Affecting Performance
Currently there are no significant factors that affects the performance of the Engineer as a full
team has been mobilised to respond to the anticipated surge in the Contractor’s activities.
9.6.2 Engineer’s Programme Review
The Engineer’s programme of activities on site is now geared to the closure of the project in
addition to the normal day to day supervision activities.
The Engineer has now commenced the following activities:
• Preparation of final quantities for the works,
• Preparation of as-built drawings,
• Structuring team requirements during the defects liability period,
• Preparation of draft completion reports.
9.6.3 Engineer´s Recommendations.
Following recommendation made in the previous report the Engineer received the additional
survey equipment and the assistant surveyor to enable efficient response by the survey team
that was available. This wass in anticipation that the rate of the progress of the works would
increase considerably.
For the current review period there are no particular recommendations that the Engineer
wants to make.

APPENDIX 1.1 - PROJECT LOCATION MAP

36" 38" 40t. 42'
UNITED REPUBLIC OF Ili;,)..
Cv T A NZA'IN IA ,,1,111<1 / PCal
bo
IgaeJo

~ ,...........J?~ I .ama
(
.,.........r y ..,Mocim a da Praia
• _.. •.•...•.••/~ {MuedaO "W}
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: !MALA"" • Mecula° J J}7'»- L 'S llllll ./ (A1BO 1'l;bO-u-iss-a+---- 12'
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20'
MOZAMBIQUE
~22'
24'
oj
26' Pretoria.
28"
I
40" 42"

APPENDIX 2.1 - MONTHLY SURVEY PROGRESS REPORT

Rehabilitation and Upgrading of N1 road between Namialo and Rio Lurio in Nampula Province, Mozambique
Contract No.: CB-MCA-MOZ-RR-01/11-P152B
30 September.2013
From To From To From To
1 Survey Control handover/takeover 75+000 149+700 75+000 149+700 complete
2 Supply survey equipment ref. Sect IX Techn. Spec apprx. 90% supplied
3 Horizontal Alignment handover 75+000 149+700 complete
4 Vertical Alingment handover 75+000 149+700 complete
5 Bench Mark relocation and protection 74+500 149+700 74+500 149+700 complete
6 New Bench Marks - Submit y,x,z values for approval 74+500 149+700 74+500 149+700 complete
7 Centre Line marking/staking 20m interval 75+000 149+700 75+000 149+700 complete
8 Cross Sectional survey - post clear and grub/ogls 75+000 149+700 75+000 149+700 complete
9 Clear and Grub area measurements 75+000 149+700 complete
10 Culverts recheck surveys cul69 cul130 cul69 cul130 complete
12 Toe pegs setting out 75+000 149+700 75+000 149+700 complete
13 Culvert setting out Cul 130 cul69 Cul 126 cul69 complete
14 Level control - profile stakes 20m/10m intvl 75+500 149+700 75+000 149+700 complete
16 Subgrade/Selected layer check levels- RHS 75+000 149+690 75+000 149+690 complete
17 Subgrade/Selected layer check levels -LHS 75+000 149+690 75+000 149+690 complete
18 Sub-base layer check levels-RHS 81+500 149+690 81+500 149+690
19 Sub-base layer check levels-LHS 75+000 149+690 75+000 149+690 complete
20 Base layer check levels RHS 93+000 149+690 93+000 149+690
21 Base layer check levels LHS 75+000 149+690 75+000 149+690 complete
22 Sub-base layer volumes to date calcs 136+320 143+100 136+320 143+100
23 Base layer volumes to date calcs NIL
24 Final DBST check levels NIL
25 Carriageway markings - schedule of prohibition lines 75+000 149+700 complete
26 Centre Line pre-marking 122+000 140+000 122+000 140+000
Bridges
27 Bridge pegs setting out Niheque Niheque Niheque Niheque
28 Deck level checks 75+000 149+680 75+000 149+680 complete (all bridges)
29
30
31
Demining
32 Borrow pits area measurements/calcs No.10 No.10
33 No.12 No.12
34 No.13 No.13
checked
checked
ACTIVITYItem No.
Monthly Survey Progress Report
Comments
Nil
To be correctedSection completed checked
checked
Nil
Nil
Nil
Nil

From To From To From To
ACTIVITYItem No. Comments
To be correctedSection completed checked
35 No.14 No.14
36 No.15 No.15
37 No.16 No.16
38 No.17 No.17
39 Road reserve area measurements/calcs 75+000 149+700 75+00 149+700
40 Sand sources Rio Lurio
41 Dumping sites 75+000 149+700

APPENDIX 2.2 - CULVERT PROGRESS STATUS

Contract No. CB-MCA-MOZ-RR-01/11-P152B
Rehabilitation and Upgrading of N1 Road between Namialo and Rio Lurio in Nampula Province Date Prepared:
LOT 2: Mecutuchi Bridge to Rio Lurio (74.7km)
COSTRUCTION PROGRESS KERBS AND CHUTES AS AT:
NO. STRUCTURE TOTAL
LENGTH (m)
NUMBER
OF
KERBS
KERB
TYPE
CONCRET
E
CHANNEL
LING
LHS RHS DISTANCE
CONSTRU
CTED
PERCENTAGE
PROGRESS PER
DRAIN
CUMULAT
IVE
DISTANCE
CONSTRU
CTED
FROM TO LHS RHS LENGTH TOTAL TOTAL TOTAL TOTAL metres metres (metres) % (metres)
m m m No m No. LHS RHS (m) LHS RHS (m) LHS RHS (m) LHS RHS (m)
1 75+100 75+140 MECUTUCHI BRIDGE SOUTH 40 40 80 80 FIG 7 80 2 15 7 22 0 0 0 0 0 0 0 0 0 0 0 0 0.00% 0
2 75+280 75+320 MECUTUCHI BRIDGE NORTH 40 40 80 80 FIG 7 80 2 15 7 22 0 0 0 0 0 0 0 0 0 0 0 0 0.00% 0
3 77+050 77+165 ROAD 115 115 230 230 FIG 7 230 4 9.7 11.3 21 0 0 0 0 0 0 0 0 0 0 0 0 0.00% 0
4 79+790 79+810 BUS BAY @ 79+800 20 20 40 40 FIG 7 0 0 0 0.00% 0
5 88+290 88+310 BUS BAY @ 88+300 20 20 40 40 FIG 7 0 0 0 0.00% 0
6 89+488 89+528 C86 40 40 80 80 FIG 7 80 4 24.5 35 59.5 0 0 0 0 0 0 0 0 0 0 0 0 0.00% 0
7 89+868 89+908 MUCHALA BRIDGE SOUTH 40 40 80 80 FIG 7 80 2 24.5 35 59.5 0 0 0 0 0 0 0 0 0 0 0 0 0.00% 0
8 89+944
89+984.8
69
MUCHALA BRIDGE NORTH 40 40 80 80 FIG 7 80 2 24.5 35 59.5 0 0 0 0 0 0 0 0 0 0 0 0 0.00% 0
9 90+866 90+926 C88 60 60 120 120 FIG 7 120 4 16.8 6.9 23.7 0 0 0 0 0 0 0 0 0 0 0 0 0.00% 0
10 91+217 91+257 MECUBURI BRIDGE 40 40 80 80 FIG 7 80 2 16.3 16.3 32.6 0 0 0 0 0 0 0 0 0 0 0 0 0.00% 0
11 91+424 91+464 MECUBURI BRIDGE 40 40 80 80 FIG 7 80 2 16.3 16.3 32.6 0 0 0 0 0 0 0 0 0 0 0 0 0.00% 0
12 91+473 91+493 BUS BAY @ 91+483 20 20 40 40 FIG 7 0 0 0 0 0 0 0 0.00% 0
13 94+390 94+410 BUS BAY @ 94+400 20 20 40 40 FIG 7 0 0 0 0 0 0 0 0.00% 0
14 94+700 94+800 ROAD 100 100 100 FIG 7 100 4 17.1 8.2 25.3 0 0 0 0 0 0 0 0 0 0 0 0 0.00% 0
15 96+390 96+410 BUS BAY @ 96+400 20 20 40 40 FIG 7 0 0 0 0 0 0 0 0.00% 0
16 96+797 96+844 NIHEQUE BRIDGE 40 40 80 80 FIG 7 80 2 16.3 16.3 32.6 0 0 0 0 0 0 0 0 0 0 0 0 0.00% 0
17 96+884 96+973 NIHEQUE BRIDGE 40 40 80 80 FIG 7 80 2 16.3 16.3 32.6 0 0 0 0 0 0 0 0 0 0 0 0 0.00% 0
18 101+256 101+296 C96 40 40 80 80 FIG 7 80 2 15.1 13.9 29 0 0 0 0 0 0 0 0 0 0 0 0 0.00% 0
19 105+758 105+858 C101 100 100 200 200 FIG 7 200 4 16.8 6.9 23.7 0 0 0 0 0 0 0 0 0 0 0 0 0.00% 0
20 106+290 106+310
BUS BAY @ 106+300
NAMTACA
20 20 40 40 FIG 7 20 0 20 0 0 0 20 0 20 50.00% 20
21 111+590 111+610
BUS BAY @ 111+600
NAMPEUE
20 20 40 40 FIG 7 0 20 20 0 0 0 0 20 20 50.00% 40
22 118+830 ALUA MISSION JUNCTION 84 84 84
FIG 7 &
FIG 8
84 0 42 42 0 42 42 50.00% 82
23 118+790 118+810
BUS BAY @ 118+800 ALUA
MISSION
20 20 40 40 FIG 7 0 0 0 0 0 0 0.00% 82
24 ALUA TOWN ALUA TOWN 400 400 800 800 FIG 7 800 151 151 302 151 151 302 302 302 604 54.81% 686
25 121+200 121+520 ROAD 320 320 640 640 FIG 7 640 320 320 640 320 320 640 640 640 1280 100.00% 1966
26 122+250 122+250 ALUA SEC. JUNCTION 35 35 70 70 FIG 8 70 35 35 70 35 35 70 100.00% 2036
27 122+290 122+310 BUS BAY @ 122+300 20 20 40 40 FIG 7 0 0 0 0 0 0.00% 2036
28 124+390 124+410 BUS BAY @ 124+400 20 20 40 40 FIG 7 0 0 0 0 0 0.00% 2036
29 133+990 134+010 BUS BAY @ 134+000 CLUVI 20 20 40 40 FIG 7 20 20 40 20 20 40 100.00% 2076
31-Oct-13
CONSTRUCTION PROGRESS
10/31/2013
CONSTRUCTED LENGTHS
KERBS
CONSTRUCTED
LENGTHS CONCRETE
CHUTES
CONSTRUCTED
LENGTHS CONCRETE
CHANELLING
CHAINAGE SIDE OF ROAD CONCRETE CHUTES
G. CHIVERO
LENGTH LENGTH LENGTH

NO. STRUCTURE TOTAL
LENGTH (m)
NUMBER
OF
KERBS
KERB
TYPE
CONCRET
E
CHANNEL
LING
LHS RHS DISTANCE
CONSTRU
CTED
PERCENTAGE
PROGRESS PER
DRAIN
CUMULAT
IVE
DISTANCE
CONSTRU
CTED
FROM TO LHS RHS LENGTH TOTAL TOTAL TOTAL TOTAL metres metres (metres) % (metres)
m m m No m No. LHS RHS (m) LHS RHS (m) LHS RHS (m) LHS RHS (m)
CONSTRUCTED LENGTHS
KERBS
CONSTRUCTED
LENGTHS CONCRETE
CHUTES
CONSTRUCTED
LENGTHS CONCRETE
CHANELLING
CHAINAGE SIDE OF ROAD CONCRETE CHUTES
LENGTH LENGTH LENGTH
30 138+963 139+003 C121 40 40 80 80 FIG 7 80 2 11.3 11.2 22.5 40 40 80 40 40 80 8.8 9.9 18.7 80 80 160 100.00% 2236
31 140+280 140+320 C122 40 40 80 80 FIG 7 80 2 15.8 19.4 35.2 40 40 80 40 40 80 13.8 14.3 28.1 80 80 160 100.00% 2396
32 141+011 141+051 C123 40 40 80 80 FIG 7 80 2 14.2 18.9 33.1 40 40 80 40 40 80 13.2 11.8 25 80 80 160 100.00% 2556
33 141+790 141+810
BUS BAY @ 141+800 POLICE
POST
20 20 40 40 FIG 7 20 20 40 20 20 40 100.00% 2596
34 143+790 143+810 PLEXUS JUNCTION 35 35 70 70 FIG 7 35 35 70 0 0 0 35 35 70 100.00% 2666
35 145+347 145+467 C126 120 70 190 190 FIG 7 190 2 15.5 11.3 26.8 120 70 190 120 70 190 10.5 12.3 22.8 240 140 380 100.00% 3046
36 145+862 145+992 NAMAPA BRIDGE SOUTH 130 130 130 FIG 7 130 4 17.3 12.3 35.6 130 130 130 130 4 4 260 0 260 100.00% 3306
37 145+794 145+994
NAMAPA SOUTH (including
bellmouth @ 145+800).
200 200 200
FIG 7 &
FIG 8
200 2 17.7 16.3 34 0 0 0 0 0 0 0 0 0 0 0 0 0.00% 3306
38 146+066 146+426
NAMAPA NORTH (Including
bus bay @ 146+160 )
360 360 360 FIG 7 360 2 16.8 16.8 0 0 0 0 0 0 0 0 0 0 0 0 0.00% 3306
39 146+066 146+550
NAMAPA TOWN LHS (inc.
Bellmouth, island & busbay)
490 490 490
FIG 7 &
FIG 8
490 2 15.3 15.3 293 293 45.7 0 45.7 4 4 338.7 0 338.7 63.23% 3644.7
40 147+899 147+999 ROAD OVER C129 100 100 200 200 FIG 7 200 2 15.3 22.1 37.4 100 0 100 0 0 0 8 0 8 100 0 100 50.00% 3744.7
41 148+473 148+623 ROAD OVER C130 150 150 300 300 FIG 7 300 6 43.5 32.7 76.2 150 0 150 0 0 0 34.5 0 34.5 150 0 150 50.00% 3894.7
42 149+530 149+680 RIO LURIO SOUTH 150 150 300 300 FIG 7 300 3 21 25.5 46.5 150 0 150 0 0 0 20.4 0 20.4 150 0 150 50.00% 4044.7
6004 6004 5454 67 855 2497 1547.7 165.5 4044.7 67.37%TOTAL

Rehabilitation and Upgrading of N1 Road between Namialo and Rio Lurio in Nampula Province
Date prepared:
CONSTRUCTION PROGRESS ON CONCRETE LINED DRAINS AS AT: 10/31/2013 Rev 00 10/31/2013
RE-Estimate
NO.
DISCHARGE
CULVERT
FROM TO LHS RHS LHS RHS
DISTANCE
CONSTRUCTED
PERCENTAGE
PROGRESS PER
DRAIN
CUMULATIVE
DISTANCE
CONSTRUCTED
metres metres (m2
) Volume (m3
) (m2
) metres metres (metres) % (metres)
TRAPEZOIDAL SHAPED CONCRETE LINING TO OPEN SIDE DRAINS
1 101+380 101+760 96 NORTH 380 380 2B 0.500 1,520.000 1,631.340 395 395 103.95% 395
2 121+795 122+260 110 NORTH 460 460 920 2B 0.500 3,680.00 3,949.56 420 340 760 82.61% 1155
3 122+260 122+270
ALUA SEC.
JUNCTION
20 20 40 2B 0.500 160.00 171.72 40 40 80 200.00% 1235
4 127+423 127+840 113 NORTH 417 417 2B 0.500 1,668.000 1,790.181 392 392 94.00% 1627
5 128+670 128+668 114 NORTH 538 538 2B 0.500 2,152.000 2,309.634 536 536 99.63% 2163
6 128+130 129+095 114 SOUTH 425 425 2B 0.500 1,700.000 1,824.525 408 408 96.00% 2571
7 130+520 131+040 116 SOUTH 520 520 1B 0.500 2,080.000 2,267.200 533 533 102.50% 3104
8 133+855 135+100 119 NORTH 1245 1245 1A 0.602 4,980.000 5,428.200 1244 1244 99.92% 4348
9 137+397 138+340 N/A 943 943 1A 0.602 3,772.000 4,111.480 969 969 102.76% 5317
10 137+367 138+980 121 SOUTH 1613 1613 1A 0.602 6,452.000 7,032.680 1726 1726 107.01% 7043
11 138+540 138+980 121 SOUTH 440 440 1A 0.602 1,760.000 1,918.400 432 432 98.18% 7475
12 138+990 139+440 121 NORTH 450 450 1A 0.602 1,800.000 1,962.000 452 452 100.44% 7927
13 138+990 139+400 121 NORTH 410 410 1A 0.602 1,640.000 1,787.600 415 415 101.22% 8342
14 139+500 139+920 N/A 420 420 1A 0.602 1,680.000 1,831.200 422 422 100.48% 8764
15 139+500 140+300 122 SOUTH 800 800 1A 0.602 3,200.000 3,488.000 727.5 727.5 90.94% 9491.5
16 140+120 140+300 122 SOUTH 180 180 1A 0.602 720.000 784.800 214.5 214.5 119.17% 9706
CHAINAGE SIDE OF ROAD
AREA OF
TRIMMING
EXCAVATION
TOTAL
LENGTH
(m)
DRAIN
TYPE
Cross
sectional area
of Concrete
lining
Excavations for
Concrete lined
drains

Date prepared:
RE-Estimate
NO.
DISCHARGE
CULVERT
DISTANCE
CONSTRUCTED
PERCENTAGE
PROGRESS PER
DRAIN
CUMULATIVE
DISTANCE
CONSTRUCTED
metres metres (m2
) Volume (m3
) (m2
AREA OF
TRIMMING
EXCAVATION
TOTAL
LENGTH
(m)
DRAIN
TYPE
Cross
sectional area
of Concrete
lining
Excavations for
Concrete lined
drains
17 140+840 141+030 123 SOUTH 190 190 380 1A 0.602 1,520.000 1,656.800 223 234.5 457.5 120.39% 10163.5
18 141+040 141+440 123 NORTH 400 400 1A 0.602 1,600.000 1,744.000 403 403 100.75% 10566.5
19 141+040 141+400 123 NORTH 360 360 1A 0.602 1,440.000 1,569.600 361 361 100.28% 10927.5
20 144+220 144+870 ROAD 650 650 1A 0.602 2,600.000 2,834.000 633 633 97.38% 11560.5
21 145+060 145+400 126 SOUTH 340 340 680 1A 0.602 2,720.000 2,964.800 233 332 565 83.09% 12125.5
11531 48,844.000 53,057.720 12,125.5TOTALS

Date prepared:
RE-Estimate
NO.
DISCHARGE
CULVERT
DISTANCE
CONSTRUCTED
PERCENTAGE
PROGRESS PER
DRAIN
CUMULATIVE
DISTANCE
CONSTRUCTED
metres metres (m2
) Volume (m3
) (m2
AREA OF
TRIMMING
EXCAVATION
TOTAL
LENGTH
(m)
DRAIN
TYPE
Cross
sectional area
of Concrete
lining
Excavations for
Concrete lined
drains
"V" SHAPED CONCRETE LINING TO OPEN SIDE DRAINS
1 80+180 80+840 79 SOUTH 660 660 3B 0.318 1,485.000 1,884.300 0 0 0.00% 12125.5
2 80+845 81+460 79 N0RTH 615 615 1230 3B 0.318 2,767.500 3,511.650 0 0 0 0.00% 12125.5
3 89+080 89+505 86 SOUTH 425 425 850 5A 0.234 1,912.500 3,485.000 425 0 425 50.00% 12550.5
4 89+680 89+900
MUCHALA
SOUTH
220 220 440 5A 0.234 990.000 945.120 72 0 72 16.36% 12622.5
5 89+980 90+150
MUCHALA
NORTH
170 170 340 5A 0.234 765.000 730.320 130.5 0 130.5 38.38% 12753
6 91+080 91+240 MECUBURI SOUTH 160 160 320 5A 0.234 720.000 687.360 170 0 170 53.13% 12923
7 91+460 91+600 MECUBURI NORTH 140 140 280 5A 0.234 630.000 601.440 142 0 142 50.71% 13065
8 104+730 105+195 99 SOUTH 465 465 5A 0.234 1,046.250 998.820 456.5 456.5 98.17% 13521.5
9 127+840 128+130 114 SOUTH 290 290 3B 0.318 652.500 827.950 310.5 310.5 107.07% 13832
10 127+870 128+110 114 SOUTH 240 240 3B 0.318 540.000 685.200 231 231 96.25% 14063
11 129+650 130+050 115A NORTH 400 400 5A 0.234 900.000 859.200 395 395 98.75% 14458
12 131+580 131+965 118 SOUTH 385 385 6A 0.318 866.250 1,099.175 371.5 371.5 96.49% 14829.5
13 131+980 132+480 118 NORTH 500 500 6A 0.318 1,125.000 1,427.500 480 480 96.00% 15309.5
14 146+200 146+360 127 SOUTH 160 160 5A 0.234 360.000 343.680 0 0 0.00% 15309.5
6560.00 14,760.000 18,086.715 3,184 48.54%TOTALS

Date prepared:
RE-Estimate
NO.
DISCHARGE
CULVERT
DISTANCE
CONSTRUCTED
PERCENTAGE
PROGRESS PER
DRAIN
CUMULATIVE
DISTANCE
CONSTRUCTED
metres metres (m2
) Volume (m3
) (m2
AREA OF
TRIMMING
EXCAVATION
TOTAL
LENGTH
(m)
DRAIN
TYPE
Cross
sectional area
of Concrete
lining
Excavations for
Concrete lined
drains
TRAPEZOIDAL SHAPED CONCRETE LINING TO OPEN CATCH WATER DRAINS
1
101+380 101+918 538 538 CW1B 0.227 777.410 1,311.106 331.5 331.5 61.62% 15641
2
105+200 105+500 300 300 CW1B 0.227 433.500 731.100 307.5 307.5 102.50% 15948.5
3
127+840 128+130 295 295 CW1B 0.227 426.275 718.915 313 313 106.10% 16261.5
1133 1,637.185 2,761.121 952
34.48%
TRAPEZOIDAL SHAPED MASONRY LINING TO OPEN DRAINS IN BUILT-UP AREAS
16,261.500
84.59%
1
120+700 121+300 ALUA 600 600 1200 7A 0.585 1,152.000 3,360.000 0 0 0 0.00% 0
2
145+580 145+980
NAMAPA
SOUTH
400 400 800 7A 0.585 768.000 2,240.000 0 0 0 0.00% 0
3
146+080 146+200
NAMAPA
NORTH
120 120 240 7A 0.585 230.400 672.000 0 0 0 0.00% 0
4
146+365 146+550 127 NORTH 185 185 370 7A 0.585 355.200 1,036.000 0 0 0 0.00% 0
2610 2,505.600 3,001.500 0 0.00%
LEGEND OF PRIORITY LEVELS
PRIORITY DESCRIPTION
0 CONSTRUCTION COMPLETE
1 C122 IN BETWEEN COMPLETED SECTION
2 DRAINS WITH SUB-SURFACE DRAINAGE
3 DRAINS WITH BACKFILLS (GULLY RECLAMATIION)
4 BRIDGE APPROACHES IN CUTS/STEEP SLOPES
5 DRAINS IN IDENTIFIED CUT AREAS
6 ALUA TOWN AREA
7 AREAS THAT MAY GET SILTED EASILY
8 SECTION THAT HAVE MRSHY SECTIONS
TOTALS
TOTALS

Date prepared:
RE-Estimate
NO.
DISCHARGE
CULVERT
DISTANCE
CONSTRUCTED
PERCENTAGE
PROGRESS PER
DRAIN
CUMULATIVE
DISTANCE
CONSTRUCTED
metres metres (m2
) Volume (m3
) (m2
AREA OF
TRIMMING
EXCAVATION
TOTAL
LENGTH
(m)
DRAIN
TYPE
Cross
sectional area
of Concrete
lining
Excavations for
Concrete lined
drains
9 AREAS THAT MAY NOT SILT EASILY
10 TOWN AREAS OTHER
11 CATCH WATER DRAINS
12 OTHER BRIDGE APPROACHES
Total concrete volume 10,182.565

Type of str. Proposal for
rehabilitatio
n
No. of cells Diam.(m)/
HxW (mxm)
INLET
CHAMBER
INLET
EROSION
PROTECTIO
N WORKS
OUTLET
EROSION
PROTECTIO
N WORKS
OUTFALL
DRAIN
CHANNEL
GABION
ANTI-THEFT
PROTECTIO
N WORKS
On-going Completed
LHS RHS LHS RHS LHS RHS LHS RHS LHS RHS LHS RHS LHS RHS LHS RHS
1 69 76+583.311 76+583.311 ARP Existing N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
2 70 76+977.119 76+977.119 ARP Extension OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A OK OK NO N/A OK N/A NO Ongoing OK
3 71 77+113.603 77+112.579 ARP Existing OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A OK OK NO N/A OK N/A NO Ongoing OK
4 72 77+359.009 77+357.952 ARP Extension N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A OK
5 73 77+675.554 77+674.514 ARP Extension OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A OK OK N/A N/A OK N/A N/A
6 74 77+950.544 77+949.517 ARP Extension OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A OK OK NO N/A N/A N/A N/A Ongoing OK
7 75 78+328.749 78+327.714 BC Replace OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A OK OK N/A N/A OK N/A NO Ongoing OK
8 76 79+027.701 79+026.674 ARP Extension OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A OK OK NO N/A OK N/A NO Ongoing OK
9 77 79+302.441 79+302.441 RCP Replace OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A OK OK N/A N/A OK N/A NO Ongoing OK
10 78 79+912.455 79+911.403 ARP Extension OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A OK OK N/A N/A N/A N/A NO OK
11 79 80+842.668 80+841.618 RCDG Extension OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A OK OK N/A N/A N/A N/A N/A OK
12 80 83+421.683 83+420.610 ARP Extension OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A OK OK NO N/A OK OK NO Ongoing OK
13 81 84+111.256 84+110.186 ARP Extension OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A OK OK N/A N/A OK OK NO Ongoing OK
14 82 84+576.877 84+575.806 ARP Extension OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A OK OK N/A N/A OK N/A NO Ongoing OK
15 83 85+077.430 85+076.369 ARP Existing N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A OK N/A NO Ongoing OK
16 84 87+007.824 87+006.698 SC Extension OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A N/A N/A N/A OK
17 84A 88+506.000 ARP Existing N/A OK N/A OK N/A OK N/A OK N/A OK N/A OK N/A N/A N/A OK OK N/A OK N/A NO Ongoing OK
18 85 88+580.000 88+578.835 ARP Extension OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A OK OK OK N/A OK N/A NO Ongoing OK
19 86 89+509.040 89+507.922 ARP Extension OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A OK N/A NO Ongoing OK
20 87 90+563.592 90+562.450 ARP Extension OK OK OK OK OK OK OK OK OK OK OK N/A N/A N/A OK OK N/A N/A N/A OK N/A OK
21 88 90+897.137 90+895.974 ARP Extension OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK N/A OK OK NO Ongoing OK
22 89 91+681.081 91+679.922 ARP Existing OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK N/A OK OK NO Ongoing OK
23 90 95+158.749 95+157.204 ARP Extension OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK N/A OK N/A NO Ongoing OK
24 91 96+339.172 96+337.661 RCDG Extension OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A N/A OK N/A OK
25 92 98+481.343 98+479.682 ARP Extension OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A OK N/A OK
26 93 99+115.977 99+114.309 ARP Existing OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A OK OK OK N/A N/A N/A N/A OK
27 94 99+615.215 99+613.553 SC Extension OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A OK OK N/A N/A OK N/A NO Ongoing OK
28 95 100+140.306 100+138.671 ARP Extension OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A OK OK OK N/A N/A N/A N/A OK
29 96 101+277.764 101+276.021 RCDG Replace 2 2*2 OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A OK OK N/A N/A OK N/A NO Ongoing OK
30 NC-03 101+917.837 101+917.837 RCP New OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A OK OK OK N/A OK OK NO Ongoing OK
31 97 103+117.109 103+115.366 RCDG Replace 2 2*2 OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A OK OK N/A N/A OK N/A NO Ongoing OK
32 98 104+729.834 104+728.102 SC Existing N/A N/A N/A N/A N/A N/A OK N/A N/A N/A N/A N/A OK OK N/A N/A N/A N/A OK N/A NO Ongoing OK
33 99 105+199.534 105+197.803 ARP Extension N/A OK N/A OK N/A OK N/A OK N/A OK OK OK N/A N/A N/A OK N/A N/A N/A OK N/A OK
34 100 105+774.729 105+772.947 SC Extension N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A OK
35 101 105+809.656 105+807.920 SC Existing OK OK OK OK OK OK OK OK OK OK N/A N/A N/A N/A OK OK N/A N/A N/A N/A N/A OK
36 102 106+572.750 106+571.054 SC Extension OK OK OK OK OK N/A OK N/A OK N/A N/A N/A N/A N/A N/A OK
37 103 107+781.748 107+780.048 ARP Existing OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A OK N/A OK
38 104 109+884.514 109+882.812 ARP Existing OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A OK OK N/A N/A OK N/A NO Ongoing OK
39 NC-04 111+005.718 111+005.837 BC New 2m x 1m OK OK OK OK OK OK OK OK N/A N/A OK OK OK N/A N/A OK N/A OK
40 105 112+421.499 112+419.777 ARP Existing OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A OK OK N/A N/A N/A OK N/A OK
41 106 112+896.519 112+894.828 ARP Extension OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A OK OK OK N/A OK N/A N/A OK
42 NC-05 113+590.237 113+590.237 RCP New OK OK N/A N/A OK OK N/A N/A N/A OK N/A OK
43 107 114+616.486 114+614.832 ARP Extension OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A OK OK OK N/A N/A OK N/A OK
44 108 115+568.099 115+563.425 ARP Existing OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A OK OK OK N/A N/A OK N/A OK
45 109 120+337.714 120+333.042 BC Replace OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A OK OK OK N/A N/A OK N/A OK
46 110 121+793.525 121+788.854 RCP Additional OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A OK OK OK N/A N/A OK N/A OK
47 111 122+770.000 122+765.379 ARP Existing OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A OK N/A OK
48 111A 124+700.000 PIPE EXtension OK OK OK OK OK OK OK OK OK OK N/A OK N/A N/A OK N/A OK N/A N/A OK N/A OK
49 112 126+778.281 126+773.614 ARP Existing OK OK OK OK OK OK N/A N/A N/A OK N/A OK N/A N/A OK N/A OK
50 113 127+428.060 127+423.392 SC Extension OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A OK N/A NO Ongoing
51 114 128+672.826 128+668.160 ARP Extension OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK N/A OK N/A N/A N/A OK
52 115 129+381.748 129+377.081 BC Replace OK OK OK OK OK OK OK N/A N/A OK OK N/A N/A OK N/A NO Ongoing OK
53 115A 129+381.748 129+377.081 BC Replace OK OK OK OK OK OK OK N/A N/A OK OK N/A N/A OK OK NO Ongoing OK
54 116 131+056.446 131+051.780 BC Replace OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A OK OK N/A N/A OK OK NO Ongoing OK
55 117 131+177.288 131+172.622 SC+BC Replace OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A N/A OK N/A N/A OK OK NO Ongoing OK
56 118 131+975.588 131+970.922 BC Replace OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A OK OK NO N/A N/A OK N/A Ongoing OK
57 118A 132+488.000 BC New OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A OK OK OK N/A N/A OK N/A OK
58 119 133+858.649 133+853.984 ARP Existing OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A N/A N/A OK N/A OK N/A NO Ongoing
59 NC-06 135+272.808 135+272.902 RCP New N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A OK
60 120 136+808.898 136+804.234 ARP Replace OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A N/A N/A N/A N/A N/A N/A N/A OK
61 121 138+987.398 138+982.735 SC Extension OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A N/A OK N/A OK
62 122 140+304.392 140+299.730 SC Extension OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A N/A N/A N/A OK
63 123 141+035.584 141+030.922 SC+ARP Extension OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A N/A OK N/A OK
64 124 142+316.371 142+311.709 SC+ARP Extension 1 OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A N/A N/A N/A OK
65 125 143+555.258 143+550.598 ARP Existing OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A OK OK N/A N/A OK N/A NO Ongoing OK
66 126 145+451.667 145+447.009 SC Existing OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK NO Ongoing OK
67 127 146+362.095 146+357.434 SC Extension OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A OK OK N/A N/A OK N/A NO Ongoing OK
68 128 146+968.229 146+963.568 SC Existing OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK NO Ongoing OK
69 129 147+953.714 147+949.054 ARP Extension N/A OK N/A OK N/A OK N/A OK N/A OK N/A OK N/A OK N/A OK OK N/A OK N/A NO Ongoing OK
70 130 148+552.324 148+547.665 ARP Extension OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK NO Ongoing OK
Backfill (Outside)
Remarks
Apron/ Grouted stone
pitching
Physical Works Progress Status
Backfill (Inside)
Inlet and Outlet Works
Excav-ation Footing/Bottom Slab Cutoff wall Vertical Walls Wingwalls
and Abutments
Top slab
S. No. Culvrt ID .
No.
Design
Station
Actual Station Proposed design
Status of Construction Works for Boxes and Arch Culverts: Culvert Widening / Replacement / New Works (up to 31 October 2013)

Date prepared:
CONSTRUCTION PROGRESS ON BRIDGES AS AT 10/31/2013 Rev 00 10/31/2013
RE-Estimate
ITEM
NUMBER
DESCRIPTION MECUTUCHI MUCHALA MECUBURI NIHEQUE NAMAPA OVERALL
PROGRESS
% % % % % %
1 Substructure 100% 100% 100% 100% 100% 100%
1.1 Excavations 100% 100% 100% 100% 100% 100%
1.2 Blinding Concrete 100% 100% 100% 100% 100% 100%
1.3 Footings 100% 100% 100% 100% 100% 100%
1.4 Columns/Walls 100% 100% 100% 100% 100% 100%
2 Superstructure 100% 100% 100% 100% 100% 100%
2.1 Walkway Deck 100% 100% 100% 100% 100% 100%
2.1.1 Bearing Pads 100% 100% 100% 100% 100% 100%
2.1.2 Precast Beams 100% 100% 100% 100% 100% 100%
2.1.3 1st Phase of Deck Slabs (Precast Slabs) 100% 100% 100% 100% 100% 100%
2.1.4 2nd Phase of Deck Slabs 100% 100% 100% 100% 100% 100%
2.1.5 Service Ducts 100% 100% 100% 100% 100% 100%
2.1.6 Transverse Joints 100% 100% 100% 100% 100% 100%
2.1.7 3rd Phase of Deck Slabs 100% 100% 100% 100% 100% 100%
2.1.8 Safety Railings 100% 100% 100% 100% 100% 100%
2.1.9 Sealing of Transverse Joints 100% 100% 100% 100% 100% 100%
2.2 Carriageway Deck 100% 100% 100% 100% 100% 100%
2.2.1 New Jersey Barriers 100% 100% 100% 100% 100% 100%
2.2.2 Rail on New Jersey Barriers 100% 100% 100% 100% 100% 100%
2.2.3 Approach Slabs 100% 100% 100% 100% 100% 100%
2.2.4 Removal of existing surfacing 100% 100% 100% 100% 100% 100%
2.2.5 Screed to make up levels 100% 100% 100% 100% 100% 100%
2.2.6 Longitudinal Joints 100% 100% 100% 100%
2.2.7 Transverse Joints 100% 100% 100% 100% 100% 100%
2.2.8 Screed to camber 100% 100% 100% 100% 100% 100%
2.2.9 Surfacing 100% 100% 100% 100% 100% 100%
OVERALL CONSTRUCTION PROGRESS 100% 100% 100% 100% 100% 100%
Note: Added Item 2.1.9 - Sealing of carriageway transverse joints
BRIDGE NAMES

APPENDIX 2.3 – DAILY PRODUCTION TRACKING AND COMPLETION PROJECTIONS

9.5mm 19mm
1-Oct-13 20 450 660 - - - 600 3,060 - 5,580
2-Oct-13 - 340 380 - 760 - - 340 Shortage of working space for subbase
3-Oct-13
- 830 160 - - - 580 - 1,220 - Problem with the water bowsers, 2 brocken down
4-Oct-13 - - 400 - - - 500 2,680 - 4,660 Water bowser and grader was broken down
5-Oct-13
- 100 460 - - - 780 - 2,136 - Problem with the water bowsers, 2 brocken down
6-Oct-13 - - - - - - 260 - 1,544 -
7-Oct-13
- - - - - 480 1,524 - 880 804 Contractor seems to be concentrating more on CSB
8-Oct-13 - - 1,200 1,700 1,680 - 1,260 All eartworks complete
9-Oct-13 - - - 540 1,960 - 1,320
10-Oct-13 - 40 940 166 186 1,780 1,500 - 1,000
11-Oct-13 - - 527 268 186 - 1,640 1,633 1,700 -
12-Oct-13 292 - - 640 1,780 1,500 1,296 2,000
13-Oct-13
- - - - - - 1,480 - - 1,296
14-Oct-13 - - 860 - - 1,120 1,200 980 2,288 -
15-Oct-13 - - 1,080 - - - 2,140 520 - 2,288
16-Oct-13 - - 780 - - 480 800 - 1,320 -
17-Oct-13 - - 1,160 - - 1,130 1,320 - - 1,300
18-Oct-13 - - 1,040 - - 960 1,260 - 3,980 -
19-Oct-13 - - 780 138 196 - 780 1,500 - 3,980
20-Oct-13 - - 567 - - - 914 - - - Low production atributed to shortage of diesel
21-Oct-13 - - 880 54 86 - 1,420 1,000 1,760 -
22-Oct-13 - - 520 148 236 - 1,352 - 1,240 1,760
23-Oct-13 - - 740 - - - 174 3,000 - - Low production atributed to shortage of diesel
24-Oct-13 - - 1,140 - - 1,120 1,080 3,000 260 1,240
25-Oct-13 - - 260 - - 1,280 340 2,000 2,500 -
26-Oct-13 - - - - - 480 700 - 520 2,500
27-Oct-13 - - - - - - 280 240 - -
28-Oct-13 - - - - - - 836 - 2,560 -
29-Oct-13 - - 1,220 146 276 - 1,024 2,000 360 3,080
30-Oct-13 - - 920 126 362 - 1,120 1,360 2,980 -
31-Oct-13 - - 540 - - - 680 930 1,120 - Low production atributed to shortage of diesel
Totals 20 1,760 17,506 1,046 1,528 8,230 32,764 28,583 30,984 33,088
No of Days
Worked
1 5 24 7 7 10 30 16 19 14
% Available
Days
Worked
3% 16% 77% 23% 23% 33% 100% 53% 63% 47%
Working Day
Average
20 352 761 149 218 823 1,092 1,786 1,721 2,206
Running
Daily
Average
1 70 700 42 61 329 1,311 1,143 1,239 1,324
LOT 2: MECUTUCHI BRIDGE TO RIO LURIO
DAILY PRODUCTION RATES: OCTOBER 2013
Date
Roadbed
Preparation
(Lane.m)
Fill (up to
subgrade)
(Lane.m)
Sub Base
(Lane.m)
Quarry/Crusher Production
(m³)
Base
(Lane.m)
Surfacing (Lane.m)
RemarksSurfacing Stone
CSB Prime 1st Seal 2nd Seal

9.5mm 19mm
Oct-13 1 70 700 42 61 329 1,311 1,143 1,239 1,324
Sep-13 26 804 757 74 96 912 1,078 780 847 457
Aug-13 518 1,197 633 75 86 722 764 553 579 893
Jul-13 1,063 1,606 501 98 83 652 570 426 442 247
Jun-13 686 1,572 605 1 2 520 464 948 289 174
May-13 120 1,515 493 33 45 50 494 417 340 454
Apr-13 334 467 208 - - - 303 - 373 248
Mar-13 274 572 75 - - 101 101
Feb-13 274 418 60 - - - 168 - 59 45
Jan-13 208 207 49 - 800 - 76 - 170 254
Dec-12 9 67 44 8 1,310 - 236 - 77 62
9.5mm 19mm
Oct-13 352 761 823 1,092 1,786 1,721 2,206
Sep-13 325 718 701 308 400 1,426 929 1,624 1,412 1,427
Aug-13 617 1,247 659 374 429 903 735 1,063 1,448 1,313
Jul-13 949 1,384 596 409 24,000 1,086 1,066 922 1,545
Jun-13 1,008 1,512 757 30 29 813 447 742 722 623
May-13 500 1,894 587 166 227 415 562 948 1,061 1,262
Apr-13 696 649 434 - - - 361 953 933 1,033
Mar-13 760 953 360 - - - 233 780 840 2,520
Feb-13 684 550 464 - - 493 280 678 493 560
Jan-13 577 431 301 - - 508 317 1,160 852 1,059
Dec-12 118 334 344 26 84 94 368 597 277 259
WORKED DAY PRODUCTION AVERAGES BY MONTH
Month
Roadbed
Preparation
(lane.m)
Fill (up to
subgrade)
(lane.m)
Sub Base
(lane.m)
Quarry/Crusher Production (m3)
Base
(lane.m)
Surfacing (lane.m)
Surfacing Stone
LOT 2: MECUTUCHI BRIDGE TO RIO LURIO
RUNNING DAILY PRODUCTION AVERAGES BY MONTH
Month
Roadbed
Preparation
(lane.m)
Fill (up to
subgrade)
(lane.m)
Sub Base
(lane.m)
Quarry/Crusher Production (m3)
Base
(lane.m)
Surfacing (lane.m)
Surfacing Stone

31-Oct-13
Roadworks
Activity
Contract Qty
in lane.m
Actual Qty to
Date in lane.m
Actual Qty to
Date in KM
Contract
Balance in
lane.m
Avg Current
Production
Rate/Dy in
lane.m
Projected
Finish Date
Estimated Dys
Disturbed by
Rains, etc
Projected Finish
75+000 - 149+700
Earthworks - widening of road and forming of
side drains where req'd ITEM 33: FILL ONLY
448,200 448,200 74.7 0 Complete
Sub Base (treatment of existing seal, and
Stabilisation) ITEM 34/35
149,400 140,500 70.3 8,900 757 28-Nov-13 0 28-Nov-13
Base ITEM 36
149,400 131,160 65.6 18,240 1,078 3-Dec-13 0 3-Dec-13
Critical activity
Prime ITEM 41 (MC30)
149,400 122,800 61.4 26,600 780 6-Dec-13 0 6-Dec-13
Progress dependent on production on CSB
compaction
Double seal ITEM 45 (aggregates 19 mm
+9,5 mm)
298,800 236,800 59.2 62,000 1,310 18-Dec-13 0 18-Dec-13
Progress dependent on production on CSB
compaction
REMARKS
REHABILITATION AND UPGRADING OF N1 ROAD BETWEEN NAMIALO AND RIO LURIO IN NAMPULA PROVINCE, MOZAMBIQUE
LOT 2: MECUTUCHI BRIDGE TO RIO LURIO (74.7KM)
Contract No. : CB-MCA-MOZ-RR-01/11-152B
Contractor: MONTE ADRIANO AND CASAIS (MAEC)
PRODUCTION ANALYSIS AND COMPLETION PROJECTIONS
QUANTITES AND RATES ACHIEVED TO DATE PROJECTED FINISH DATES AND DAYS

APPENDIX 3.1 - FINANCIAL PROGRESS, STATUS OF INVOICES AND S-CURVE

Rehabilitation and Upgrading of N1 Road between Namialo and Rio Lurio in Nampula Province, Mozambique.
Record of Statements, IPC's and Payments.
State-ment
No.
Date of
Submission
Period Covered Amount (US$) IPC No. Date of IPC
Amount Certified
(US$)
Retention (US$)
Advance
Recovered (US$)
Amount Paid (US$)
Date of Payment
by MCA
1 30 Aug. 11 Advance Amount 6,943,039.98 1 31 Sept. 11 6,943,039.98 0.00 6,943,039.98
2 14 Dec. 11 01 Aug – 31 Oct 11 991,582.79 2 19 Dec. 11 991,582.79 110,175.87 991,582.79
3 8 Mar. 12 01 Nov 11 – 29 Feb 12 1,907,535.48 3 22 Mar. 12 1,832,615.90 211,948.39 1,907,535.48
4 7 Jun. 12 01 Mar – 31 May 12 1,467,406.39 4 1,467,406.31 163,045.15 1,467,406.39
5 17 Jul. 12 01 Jun – 30 Jun 12 862,648.58 5 862,648.58 88,189.04 862,648.58
6 11 Sept. 12 01 Jul – 31 Jul 12 1,450,128.08 6 14 Sept. 12 1,003,886.61 86,186.17 1,003,886.61
7 2 Oct. 12 01 Aug – 31 Aug 12 1,090,471.52 7 3 Oct. 12 1,261,516.42 98,941.28 1,261,516.42
8 4 Dec. 12 01 Sept – 30 Sept 12 1,293,944.64 8 635,536.15 44,843.48 635,536.15
9 5 Dec. 12 01 Oct – 31 Oct 12 1,422,439.58 9 1,079,515.75 96,259.68 1,004,653.64
10 7 Dec. 12 01 Nov – 31 Nov 12 2,611,929.71 10 1,560,429.29 144,449.02 1,560,429.29
11 2 Feb. 13 01 Dec – 31 Dec 12 1,352,872.98 11 862,076.80 119,732.89 215,519.20 862,076.80
12 6 Feb. 13 01 Jan – 31 Jan 13 960,568.54 12 728,759.76 89,434.38 160,981.88 728,759.76
13 8 Mar. 13 01 Feb – 28 Feb 13 1,659,379.97 13 1,241,166.57 163,820.33 294,876.60 1,241,166.57
14 3 Apr. 13 01 Mar – 31 Mar 13 2,208,912.10 14 1,410,635.09 155,432.01 279,777.61 1,410,635.09
15 4 Apr. 13 Retention Guarantee 1,417,025,67 15 1,500,000.00 1,500,000.00
16 25 Apr. 13 01 Apr – 25 Apr 13 2,628,850.96 16 2,056,998.18 317,695.99 571,852.79 2,056,998.18
17 05 Jun. 13 01 May – 31 May13 3,434,719.27 17 7 Jun. 13 3,434,719.27 480,747.24 865,345.04 3,434,719.27
18 4-Jul-13 01 Jun – 30 June 13 3,106,300.83 18 4-Jul-13 2,462,727.11 359,842.23 647,716.01 2,462,727.11
19 19-Jul-13 01 July – 15 July 13 1,062,002.16 19 1,062,002.16 147,500.30 265,500.54 1,062,002.16
20 6 Aug. 13 15 July – 31 July 13 4,785,759.76 20 1,829,977.13 329,827.78 593,690.01 1,829,977.13
21 28 Aug. 13 CPA 2,080,220.55
22 28 Aug. 13 CPA 426,225.55 21 1,002,578.44 0.00 1,503,867.66 1,002,578.44
23 02 Sept. 13 01-15 Aug. 13 1,644,858.83 22 960,334.77 143,499.17 516,597.02 960,334.77
24 14 Sept. 13 16-31 Aug. 13 3,694,123.53 23 112,632.11 146,234.64 1,027,315.64 112,632.11
25 19 Sept. 13 1-15 Sept. 13 1,108,708.91 24 835,003.93 90,833.33
26 30 Sept. 13 CPA 306,355.10 25 286,228.57
27 16 Sept. 13 15 - 22 Sept 13 6,663,067.51 26 2,447,299.54 201,591.52
28 Retention Guarantee 1,800,000.00 27 1,800,000.00
58,964,053.30 41,671,317.21 3,790,229.89 6,943,040.00Totals

APPENDIX 3.2 - CLAIM REGISTER

Notice
No.
Date Notice
Received
Ref.
Contractor Claiming
for:
Notice/Claim
Heading
Notice Summary
Deadline for
Claims Details
Submission
Actual Date
Claims
Details
Received
Claim No. Ref.
Deadline for
Response
Date of
Response
Claim Event
Period by
Contractor
Extension of
Time Claimed
Claimed
Revised
Completion
Date
Costs Claimed
(US$)
Remarks/Determinations/Likely
Determinations
Extension of
Time
Awarded
Costs Awarded
(US$) (Estimate)
1 16-Dec-11 C/MZ/11001/2
011/88/JPG
Cost + EoT Fibre optic cable in
green zones
Presence of fibre optic in green zones was to affect
earthworks in January 2012
27-Jan-12 None, expired Notice period expired. N/A N/A
2 16-Dec-11 C/MZ/11001/2
011/89/JPG
Cost + EoT RAP trees affecting
work
RAP trees affecting earthworks especially when Contractor
intended to work in January 2012
27-Jan-12 None, expired Notice period expired. N/A N/A
3 12-Jan-12 C/MZ/11001/2
012/2/JPG
Not stated Deck connection on
arch bridges
1. Contractor claiming details of deck connection for arch
bridges not given,
2. Additional investigations for bridge foundations
specification required
23-Feb-12 None, expired Notice period expired. N/A N/A
4 26-Jan-12 C/MZ/11001/2
012/18/JPG
Cost + EoT Red zones Red zones not handed over on 31 December 2011 08-Mar-12 10-Feb-12 1 C/MZ/11001/201
2/37/JPG
23-Mar-12 23-Mar-12 01 Jan. - 31 July
2013
213 days 22-Aug-13 3 604 927.00 Claim rejected. Contractor submitted
updates of claim in April 2012 despite
receiving Engineer's disapproval letter,
advised (informally) to declare dispute and
take it up with DAB. CLOSED BY
ADDENDA TO CONTRACT OF AUG 13
NIL NIL
5 16-Feb-12 C/MZ11001/20
12/44/JPG
EOT DWG Drawings not
issued
None issuance of DWG drawings? 29-Mar-12 None, expired Notice period expired. N/A N/A
6 16-Feb-12 C/MZ1001/201
2/47/JPG
Cost of preparing
drawings, Cost and
EOT
Contractor preparing
cross sections
Contractor preparing cross-sectional information following
clearing and grubbing
29-Mar-12 None, expired Notice period expired. N/A N/A
7 19-Apr-12 C/MZ/11001/2
012/151
JPG/ABQ
EDM subby
guarantee delay
Delays in non presentation of advanced guarantee from
Electro Construçoes
31-May-12 None, expired Notice period expired. N/A N/A
8 18-Apr-12 C/MZ/11001/2
012/152
JPG/ABQ
EDM subby
guarantee delay
Delays in non presentation of advanced guarantee from
Electro Construçoes
9 30-May-12 C/MZ/11001/2
012/253 PMS
Cost + EoT Quarry location,
investigations etc
Contractor claims "contractual" quarry on the source
indicated at Km 170 in the materials report was found
unsuitable; hence Contractor identified alternative at Km
172; claims Cost and EoT on the change.
11-Jul-12 15-Jun-12 2 27-Jul-12 17-Aug-12 26 Mar - 30 June
2012
5.3 months 30-Jun-13 6 674 230.94 Deadline revised to 08 August 2012, then 17
August 2012. Claim rejected as Contractor
has contractual responsibility to source
materials. CLOSED BY ADDENDA TO
CONTRACT OF AUG 13
NIL NIL
10 04-May-12 C/MZ/11001/2
012/266/JPG
PMS
Cost and EOT Programme
acceleration
Contractor claims was instructed by Employer to present
an revised programme of works to accelerate the works
15-Jun-12 18-Jun-12 3 C/MZ/11001/201
2/316/JPG PMS
30-Jul-12 17-Aug-12 01 Jan. - 31 July
2013
213 days 22-Aug-13 4 030 257.00 Deadline revised to 08 August 2012.
Thereafter claim rejected, Contractor was
not issued with any instruction to "accelerate"
the programme. CLOSED BY ADDENDA
TO CONTRACT OF AUG 13
NIL NIL
11 23-Jun-12 C/MZ/11001/2
012/326/JPG
dated 22 June
2012
Cost + EoT Fibre optic cables on
three bridges
Contractor impeded from progressing works on Mecuburi,
Niheque and Muchala bridges
04-Aug-12 07-Jul-12 4 C/MZ11001/201
2/392 PMS
18-Aug-12 22-Aug-12 07 May - 06 July
2012
53 days 15-Mar-13 478 472.68 Rejected, Contractor not impeded and effect
was also by third party government authority
and Contractor claim cannot be considered
for Cost compensation. CLOSED BY
ADDENDA TO CONTRACT OF AUG 13
NIL NIL
12 28-Jun-12 C
MZ11001/2012
/351 PMS
Cost and EOT Value engineering -
surfacing
incorporation
Contractor did not receive answer to letter Ref. C
MZ11001/2012/0274 PMS dated 5th June 2012 in
connection with "Incorporation of the existing bituminous
material on the sub-base"
09-Aug-12 10-Jul-12 5 C/MZ11001/201
2/408 PMS
21-Aug-12 22-Aug-12 N/A N/A N/A 478 472.68 Deadline revised to 08 August 2012, then to
23 August 2012. Thereafter claim partially
approved for payment of savings to be
realised in incorporation of existing surfacing
into subbase. Other claim premises rejected
of increased difficulty in performing works
rejected.
NIL 255 445.18
13 29-Jun-12 C/MZ/11001/2
012/357/PMS
Cost + EoT Red zone structures
after handover
Contractor notifying that letter was sent to Employer on non-
availability of red zone due to non-demolished structures.
Notice advises that Contractor will continue to update Claim
No 1 that arose from Notice N0 4.
10-Aug-12 None, expired Notice period expired. N/A N/A
Contractor: JV MONTE ADRIANO CASAIS
ENGINEER'S CLAIMS REGISTER

Notice
No.
Date Notice
Received
Ref.
Contractor Claiming
for:
Notice/Claim
Heading
Notice Summary
Deadline for
Claims Details
Submission
Actual Date
Claims
Details
Received
Claim No. Ref.
Deadline for
Response
Date of
Response
Claim Event
Period by
Contractor
Extension of
Time Claimed
Claimed
Revised
Completion
Date
Costs Claimed
(US$)
Determinations
Extension of
Time
Awarded
Costs Awarded
(US$) (Estimate)
14 07-Jul-12 C
MZ11001/2012
/390 PMS
Cost and EOT Changes in quantities
BoQ Section 3300
Changes in quantities under BoQ Series 3300 impacts
negatively on the development of the work
18-Aug-12 21-Jul-12 6 C/MZ11001/201
2/447 PMS
01-Sep-12 01-Sep-12 18 Apr 2012 - 27
Oct 2013
10.05 months 27-Oct-13 11 980 376.61 Claim rejected, the change in the quantities
is considered under measurements and
valuations as per contract. Contractor can
propose change in rate.
NIL NIL
15 07-Jul-12 C/MZ/11001/2
012/391 PMS
Cost and EOT Customs clearance
delays, Nacala port
Contractor contends was delayed by customs in clearance
of materials and equipment after following procedures
diligently.
16 10-Jul-12 C/MZ/11001/2
012/410 PMS
Not stated Kerb and chute
details
None issuance of kerb and chute details, Contractor
requested information by 11 July 2012
17 03-Aug-12 C
MZ11001/2012
/495 PMS
Cost and EOT Changes in three
bridges design
Changes in design and timing of changes impacts
negatively on the development of the work relating to the
three bridges - Muchala, Mecuburi and Niheque
14-Sep-12 17-Aug-12 7 C/MZ11001/201
2/541 PMS
28-Sep-12 23 July - 28 Oct.
2012
209 days 17-Aug-13 3 693 724.82 Claim under consideration, changes in the
design have been effected and Contractor
likely to be awarded Time extension that
modifies end date to 22 February, with
associated time related costs. Rain effects to
be taken into account and estimated at 2
months between March and April. Time
related costs therefore calculated for 2
months after 21 January 2013. (Completion
Date). In addition to award costs for hire of
scaffolding (approx $45 000.00)
122 days 319 080.00
18 12-Aug-12 C/MZ/11001/2
012/557 PMS
Cost + EoT Bridges rehabilitation
definition
Contractor claims delays for non-issuance of details of the
required rehabilitation works on the existing bridges
23-Sep-12 08-Sep-12 8 C/MZ11001/201
2/610 PMS
20-Oct-12 15-Feb-13 14 May - 18
December 2012
254 days 01-Oct-13 4 298 833.00 Claim rejected, Contractor failed to mobilise
resources using information provided in
contract, hence not eligible for consideration.
CLOSED BY ADDENDA TO CONTRACT
OF AUG 13.
NIL NIL
19 31-Aug-12
C/MZ11001/20
12/591 PMS
Cost + EoT Red zones not
handed over on 31
December 2011
Red zones not handed over on 31 December 2011
20 10-Sep-12 CMZ/11001/20
12/619 PMS
Cost and EOT Changes in three
bridges design
Changes in design and timing of changes impacts
negatively on the development of the work relating to the
three bridges - Muchala, Mecuburi and Niheque
21 20-Sep-12 CMZ11001/20
12/652 JPG
Cost + EoT Details of bridges
rehabilitation
Contractor claims delays for non-issuance of details of the
required rehabilitation works on the existing bridges
01-Nov-12 08-Sep-12 8 C
MZ11001/2012/6
10 PMS
20-Oct-12 15-Feb-13 14 May - 18
December 2012
254 days 01-Oct-13 4 298 833.00 Claim rejected, Contractor failed to mobilise
resources using information provided in
contract, hence not eligible for consideration.
OF AUG 13.
NIL NIL
22 05-Oct-12 C/MZ/11001/2
012/557 711
Cost Changes in quantities
of bridges
rehabilitation work
Contractor passes notice that the amount of changes in
three quantities of rehabilitation works on bridges give him
entitlement to additional payment.
16-Nov-12 22-Oct-12 9 C/MZ11001/201
2/794 JPG
03-Dec-12 15 Feb. 2013
& 14 June
2013
N/A N/A N/A 781 834.43 Claim premise catered for under contract
wherein Contractor entitled to new rates
when certain works reduction thresholds are
reached. Engineer allows presentation of
justification. Details requested from the
Contractor.
N/A To be calculated.
23 30-Nov-12 C/MZ/11001/2
012/900/JPG
Cost Programme
acceleration
Contractor claims was instructed by Employer and
Engineer to present an revised programme of works PT3 to
accelerate the works to complete on 30 June 2013
following the Minister's visit.
11-Jan-13 14-Dec-12 10 C/MZ11001/201
2/1140 JPG
25-Jan-13 15-Feb-13 N/A Compression
not indicated.
30-Jun-13 3 440 100.00 Contractor was not issued with any
instruction to accelerate the programme,
discussions with MCA, Engineer and Minister
taken out of context. Claim rejected.
OF AUG 13.
NIL NIL
24 tba C/MZ/11001/2
012/tba/JPG
Authorisation of
measurements
according to
Contractor's
calculations
Unjustified deductions
on IPC No 8
Contractor contends that deductions effected by the
Engineer on IPC No. 8 onwards were not justified and
affect the Contractor's cash flow and has contractual,
financial and time implications.
tba 28-Jan-13 11 C/MZ11001/201
3/1053 JPG
11-Mar-13 19-May-13 N/A NIL N/A NIL Engineer invited Contractor to participate in
joint exercise aimed at agreeing on
cumulative quantities to date.
NIL N/A
25 02-Feb-13 C/MZ/11001/2
012/1163/JPG
Cost + EoT Gabion drawings late Contractor claims for late issuance of gabion drawings 16-Mar-13 20-Feb-13 12 C/MZ11001/201
3/1209 JPG
03-Apr-13 19-May-13 86days 09-Jan-14 3 283 360.00 Under consideration, Engineer requested
details to substantiate claim. Contractor
declared dispute and referred to DAB.
NIL NIL
26 11-Feb-13 C/MZ/11001/2
013/1194/JPG
Cost + EoT Erosion damage Contractor claims that Culvert 115A was introduced to
solve erosion problems that were caused by inadequate
design, hence will claim for damages causes by
stormwater

Notice
No.
Date Notice
Received
Ref.
Contractor Claiming
for:
Notice/Claim
Heading
Notice Summary
Deadline for
Claims Details
Submission
Actual Date
Claims
Details
Received
Claim No. Ref.
Deadline for
Response
Date of
Response
Claim Event
Period by
Contractor
Extension of
Time Claimed
Claimed
Revised
Completion
Date
Costs Claimed
(US$)
Determinations
Extension of
Time
Awarded
Costs Awarded
(US$) (Estimate)
27 01-Mar-13 C/MZ/11001/2
013/1229/JPG
Cost and EOT Blockage of haul road
from quarry
Contractor claims haul road from quarry was blocked
following heavy rains and transport of aggregates was
disrupted for two days
12-Apr-13 15-Mar-13 14 C/MZ11001/201
3/12630JPG
25-Apr-13 19-May-13 2 days 02-Jul-13 105 820.00 Under consideration, Engineer requested
28 02-Feb-13 C/MZ/11001/2
013/1164/JPG
Entitlement to EoT
from previous claims
EoT demand based
on other claims
Contractor presents that based on Claims 1, 2, 4, 6, 7, 8,
10 the Contractor is entitled to Extension of Time.
29 25-Mar-13 C
MZ11001/2013
/1286 JPG
Cost and EOT Line drains quantity
increase
Increase of quantities of lined drains 06-May-13 30-Apr-13 15 C/MZ11001/201
3/1403 JPG
10-Jun-13 19-May-13 259 days 15-Mar-14 4 298 258.00 Under consideration, Engineer requested
NIL NIL
30 06-Apr-13 C/MZ/11001/2
013/1314/JPG
Cost + EoT Road junction details
late
Contractor presented notice to claim for late or non-
issuance of road junction details
32 11-Jun-13 C/MZ/11001/2
013/1584/JAC
Cost + EoT Namapa road junction
details late
issuance of Namapa road junction details
23-Jul-13 29-Jul-13 19 C/MZ11001/201
3/1801/JAC/PC
08-Sep-13 21-Aug-13 8 May - 29 July
2013
83 days 21-Sep-13 1404736.78 Under consideration, Engineer requested
NIL NIL
33 04-Jun-13 C/MZ/11001/2
013/1555/JAC
Cost and EOT EDM cable at Rio
Lurio
Contractor claims for Cost and Extension of Time on the
premise of disturbance of work near Rio Lurio bridge due to
exposed EDM Cable
16-Jul-13 24-Jun-13 16 C/MZ11001/201
3/1637/JAC/PC
04-Aug-13 21-Aug-13 Nil N/A 105 820.00 Under consideration, Engineer requested
NIL NIL
34 04-Jun-13 C/MZ/11001/2
013/1556/JAC
Cost + EoT Busbay details Contractor presented notice to claim for late or non-
issuance of Namapa bus bay details and earthworks
definition
16-Jul-13 10-Jun-13 17 C/MZ11001/201
3/1653/JAC/PC
21-Jul-13 21-Aug-13 8 May 2013 - 26
June 2013
50 days 846 226.97 Under consideration, Engineer requested
NIL NIL
35 11-Jun-13 C/MZ/11001/2
013/1585/JAC
Cost + EoT Mecutuchi interuption
by CMC dam
Contractor claims Lot 1 Contractor constructed coffer dam
that interfered with bridges rehabilitation works
23-Jul-13 09-Jul-13 18 C/MZ11001/201
3/1688/JAC/PC
19-Aug-13 21-Aug-13 28 May - 21 June
2013
23 days 24-Jul-13 411 469.29 Under consideration, Engineer requested
NIL NIL
36 11-Jun-13 C/MZ/11001/2
013/1586/JAC
Cost + EoT Exploitation of borrow
pit by CMC
Contractor claims Lot 1 Contractor exploiting borrow pit in
Lot 2 zone and depleting planned source for Lot 2
23-Jul-13 None, expired
37 22-Aug-13 C/MZ/11001/2
013/1961/FPM
Cost + EoT Kerbs and Chutes
details
issuance of kerbs and chutes details
03-Oct-13 Under consideration, Engineer requested
NIL NIL
38 13-Oct-13 TBA Cost + EoT Lack of Water Contractor presented notice of claim for unavailabilty of
construction water due to drying of all rivers except Rio
Lurio
24-Nov-13 Details
awaited

APPENDIX 3.3 - MCC DATA CALL AND PERFORMANCE INDICATOR RETURNS

In-House Invoice Form - ALL AMOUNTS IN USD - Foreign Currency Exchange Rates as of last day of the quarter
MCA Name Vendor Name Contract # Invoice # Invoice Date Period of Performance Project Code Activity Code Invoice Amount Fund Name Remarks Payment Date
MCA-Mozambique CMC-Cooperativa Muratori Cementisti Ravenna CB-MCA-MOZ-RR-01/11-152A TBA 8-Oct-11 Aug 1 to Sept 30, 2011 vary by MCA vary by MCA $970,424.47 Compact Invoiced 10-Oct-11
MCA-Mozambique CMC-Cooperativa Muratori Cementisti Ravenna CB-MCA-MOZ-RR-01/11-152A TBA 24-Nov-11 Oct 1 to 25 Nov 2011 vary by MCA vary by MCA $744,104.92 Compact Invoiced 29-Dec-11
MCA-Mozambique CMC-Cooperativa Muratori Cementisti Ravenna CB-MCA-MOZ-RR-01/11-152A TBA 31-Jan-12 Nov 26, 2011 to Jan 25, 2012 vary by MCA vary by MCA $992,123.05 Compact Invoiced 31-Jan-12
MCA-Mozambique CMC-Cooperativa Muratori Cementisti Ravenna CB-MCA-MOZ-RR-01/11-152A TBA 28-Mar-12 Jan 26, 2012 to Feb 25, 2012 vary by MCA vary by MCA $1,204,633.00 Compact Invoiced paid
MCA-Mozambique CMC-Cooperativa Muratori Cementisti Ravenna CB-MCA-MOZ-RR-01/11-152A TBA 25-Apr-12 Feb 26, 2012 to Mar 25, 2012 vary by MCA vary by MCA $686,088.68 Compact Invoiced paid
MCA-Mozambique CMC-Cooperativa Muratori Cementisti Ravenna CB-MCA-MOZ-RR-01/11-152A TBA 10-May-12 Mar 26, 2012 to Apr 25 2012 vary by MCA vary by MCA $686,576.62 Compact Invoiced 8-Jun-12
MCA-Mozambique CMC-Cooperativa Muratori Cementisti Ravenna CB-MCA-MOZ-RR-01/11-152A TBA 10-Jul-12 Apr 26, 2012 to May 25 2012 vary by MCA vary by MCA $961,337.29 Compact Invoiced paid
MCA-Mozambique CMC-Cooperativa Muratori Cementisti Ravenna CB-MCA-MOZ-RR-01/11-152A TBA 10-Jul-12 May 26, 2012 to June 25 2012 vary by MCA vary by MCA $444,343.28 Compact Invoiced paid
MCA-Mozambique CMC-Cooperativa Muratori Cementisti Ravenna CB-MCA-MOZ-RR-01/11-152A TBA 10-Aug-12 June 26, 2012 to July 25, 2012 vary by MCA vary by MCA $1,975,837.31 Compact Invoiced paid
MCA-Mozambique CMC-Cooperativa Muratori Cementisti Ravenna CB-MCA-MOZ-RR-01/11-152A TBA 3-Oct-12 July 26, 2012 to Aug 25, 2012 vary by MCA vary by MCA $637,000.00 Compact Invoiced paid
MCA-Mozambique CMC-Cooperativa Muratori Cementisti Ravenna CB-MCA-MOZ-RR-01/11-152A TBA 18-Nov-12 Aug 26, 2012 to Sept 25, 2012 vary by MCA vary by MCA $849,502.22 Compact Invoiced paid
MCA-Mozambique CMC-Cooperativa Muratori Cementisti Ravenna CB-MCA-MOZ-RR-01/11-152A TBA 1-Dec-12 Sept 26, 2012 to Oct 25, 2012 vary by MCA vary by MCA $762,409.50 Compact Invoiced paid
MCA-Mozambique CMC-Cooperativa Muratori Cementisti Ravenna CB-MCA-MOZ-RR-01/11-152A TBA 17-Dec-12 Oct 26, 2012 to Nov 25, 2012 vary by MCA vary by MCA $1,107,519.10 Compact Invoiced paid
MCA-Mozambique CMC-Cooperativa Muratori Cementisti Ravenna CB-MCA-MOZ-RR-01/11-152A TBA 17-Dec-12 Nov 25, 2012 to Dec 17, 2012 vary by MCA vary by MCA $1,405,004.58 Compact Invoiced paid
MCA-Mozambique CMC-Cooperativa Muratori Cementisti Ravenna CB-MCA-MOZ-RR-01/11-152A TBA 22-Feb-13 Dec 18, 2012 to Jan 25, 2013 vary by MCA vary by MCA $1,714,513.75 Compact Invoiced paid
MCA-Mozambique CMC-Cooperativa Muratori Cementisti Ravenna CB-MCA-MOZ-RR-01/11-152A TBA 15-Mar-13 Jan 26, 2013 to Feb 25, 2013 vary by MCA vary by MCA $1,373,450.27 Compact Invoiced paid
MCA-Mozambique CMC-Cooperativa Muratori Cementisti Ravenna CB-MCA-MOZ-RR-01/11-152A TBA 15-Apr-13 Feb 26, 2013 to Mar 25, 2013 vary by MCA vary by MCA $1,503,486.97 Compact Invoiced paid
MCA-Mozambique CMC-Cooperativa Muratori Cementisti Ravenna CB-MCA-MOZ-RR-01/11-152A TBA 15-May-13 Mar 26, 2013 to Apr 25, 2013 vary by MCA vary by MCA $2,210,170.99 Compact Invoiced paid
MCA-Mozambique CMC-Cooperativa Muratori Cementisti Ravenna CB-MCA-MOZ-RR-01/11-152A TBA 17-Jun-13 Apr 26, 2013 to May 25, 2013 vary by MCA vary by MCA $2,191,354.47 Compact Invoiced paid
MCA-Mozambique JV Monte Adriano Casais CB-MCA-MOZ-RR-01/11-152B TBA 8-Dec-11 Aug 1 to 30 Oct, 2011 vary by MCA vary by MCA $991,582.79 Compact Invoiced 31-Jan-12
MCA-Mozambique JV Monte Adriano Casais CB-MCA-MOZ-RR-01/11-152B TBA 23-Mar-12 Nov 01, 2011 to Feb 29, 2012 vary by MCA vary by MCA $1,907,535.00 Compact Invoiced paid
MCA-Mozambique JV Monte Adriano Casais CB-MCA-MOZ-RR-01/11-152B TBA 6-Jun-12 Mar 01, 2012 to May 31, 2012 vary by MCA vary by MCA $1,467,406.39 Compact Invoiced paid
MCA-Mozambique JV Monte Adriano Casais CB-MCA-MOZ-RR-01/11-152B TBA 17-Jul-12 01 June, 2012 to June 30, 2012 vary by MCA vary by MCA $862,648.58 Compact Invoiced paid
MCA-Mozambique JV Monte Adriano Casais CB-MCA-MOZ-RR-01/11-152B TBA 11-Sep-12 01 July, 2012 to July 30, 2012 vary by MCA vary by MCA $1,003,886.00 Compact Invoiced paid
MCA-Mozambique JV Monte Adriano Casais CB-MCA-MOZ-RR-01/11-152B TBA 9-Oct-12 01 August, 2012 to Aug 30, 2012 vary by MCA vary by MCA $1,261,516.00 Compact Invoiced paid
MCA-Mozambique JV Monte Adriano Casais CB-MCA-MOZ-RR-01/11-152B TBA 17-Dec-12 Aug 26, 2012 to Sept 25, 2012 vary by MCA vary by MCA $635,536.15 Compact Invoiced paid
MCA-Mozambique JV Monte Adriano Casais CB-MCA-MOZ-RR-01/11-152B TBA 17-Dec-12 Sept 26, 2012 to Oct 25, 2012 vary by MCA vary by MCA $1,004,653.00 Compact Invoiced paid
MCA-Mozambique JV Monte Adriano Casais CB-MCA-MOZ-RR-01/11-152B TBA 17-Dec-12 Oct 26, 2012 to Nov 25, 2012 vary by MCA vary by MCA $1,560,429.29 Compact Invoiced paid
MCA-Mozambique JV Monte Adriano Casais CB-MCA-MOZ-RR-01/11-152B TBA 22-Feb-13 Nov 26, 2012 to Jan 25, 2013 vary by MCA vary by MCA $2,611,929.00 Compact Invoiced paid
MCA-Mozambique JV Monte Adriano Casais CB-MCA-MOZ-RR-01/11-152B TBA 22-Feb-13 Jan 25, 2013 to Jan 31, 2013 vary by MCA vary by MCA $960,568.00 Compact Invoiced paid
MCA-Mozambique JV Monte Adriano Casais CB-MCA-MOZ-RR-01/11-152B TBA 15-Mar-13 Feb 1, 2013 to Feb 28, 2013 vary by MCA vary by MCA $1,241,166.57 Compact Invoiced paid
MCA-Mozambique JV Monte Adriano Casais CB-MCA-MOZ-RR-01/11-152B TBA 15-Apr-13 Mar 01, 2013 to Mar 31, 2013 vary by MCA vary by MCA $1,410,635.09 Compact Invoiced paid
MCA-Mozambique JV Monte Adriano Casais CB-MCA-MOZ-RR-01/11-152B TBA 15-Apr-13 Retention Release vary by MCA vary by MCA $1,500,000.00 Compact Invoiced paid
MCA-Mozambique JV Monte Adriano Casais CB-MCA-MOZ-RR-01/11-152B TBA 15-May-13 Apr 01, 2013 to Apr 30, 2013 vary by MCA vary by MCA $2,056,998.18 Compact Invoiced paid
MCA-Mozambique JV Monte Adriano Casais CB-MCA-MOZ-RR-01/11-152B TBA 7-Jun-13 May 01, 2013 to May 31, 2013 vary by MCA vary by MCA $3,434,719.27 Compact Invoiced paid
Contract Nos. : CB-MCA-MOZ-RR-01/11-152A & CB-MCA-MOZ-RR-01/11-152B
LOT 1: NAMIALO TO MECUTUCHI BRIDGE (75.0KM) AND LOT 2: MECUTUCHI TO RIO LURIO BRIDGE (74.7KM)
QUARTERLY DATA CALL REPORT: APRIL TO JUNE 2013

In-House Invoice Form - ALL AMOUNTS IN USD - Foreign Currency Exchange Rates as of last day of the quarter
MCA Name Vendor Name Contract # Invoice # Invoice Date Period of Performance Project Code Activity Code Invoice Amount Fund Name Remarks Payment Date
MCA-Mozambique Scott Wilson Ltd - Lot 1 P030 M1061/Nami-Mecu/101 12-Sep-11 Aug 1 to Aug 31, 2011 vary by MCA vary by MCA Compact Invoiced 30-Sep-11
MCA-Mozambique Scott Wilson Ltd - Lot 1 P030 M1061/Nami-Mecu/102 11-Oct-11 Sept. 1 to Sept 30, 2011 vary by MCA vary by MCA $72,285.72 Compact Invoiced 24-Nov-11
MCA-Mozambique Scott Wilson Ltd - Lot 1 P030 M1061/Nami-Mecu/103 14-Nov-11 Oct. 1, 2011 to Oct 31, 2011 vary by MCA vary by MCA $72,285.72 Compact Invoiced 16-Dec-11
MCA-Mozambique Scott Wilson Ltd - Lot 1 P030 M1061/Nami-Mecu/104 12-Dec-11 Nov 1, 2011 to Nov 30, 2011 vary by MCA vary by MCA $72,285.72 Compact Invoiced 29-Dec-11
MCA-Mozambique Scott Wilson Ltd - Lot 1 P030 M1061/Nami-Mecu/105 11-Jan-12 Dec 1, 2011 to Dec 31, 2011 vary by MCA vary by MCA $72,285.72 Compact Invoiced 29-Feb-12
MCA-Mozambique Scott Wilson Ltd - Lot 1 P030 M1061/Nami-Mecu/106 13-Feb-12 Jan 1, 2012 to Jan 31, 2012 vary by MCA vary by MCA $72,285.72 Compact Invoiced 14-Feb-12
MCA-Mozambique Scott Wilson Ltd - Lot 1 P030 M1061/Nami-Mecu/107 23-Mar-12 Feb 1, 2012 to Feb 29, 2012 vary by MCA vary by MCA $72,285.72 Compact Invoiced 23-Mar-12
MCA-Mozambique Scott Wilson Ltd - Lot 1 P030 M1061/Nami-Mecu/108 5-Apr-12 Mar 1, 2012 to Mar 30, 2012 vary by MCA vary by MCA $72,285.72 Compact Invoiced 8-Jun-12
MCA-Mozambique Scott Wilson Ltd - Lot 1 P030 M1061/Nami-Mecu/109 22-May-12 Apr 01, 2012 to April 30, 2012 vary by MCA vary by MCA $72,285.72 Compact Invoiced 22-Jun-12
MCA-Mozambique Scott Wilson Ltd - Lot 1 P030 M1061/Nami-Mecu/110 3-Jul-12 May 1, 2012 to May 30, 2012 vary by MCA vary by MCA $72,285.72 Compact Invoiced paid
MCA-Mozambique Scott Wilson Ltd - Lot 1 P030 M1061/Nami-Mecu/111 10-Aug-12 June 1, 2012 to June 30, 2012 vary by MCA vary by MCA $72,285.72 Compact Invoiced paid
MCA-Mozambique Scott Wilson Ltd - Lot 1 P030 M1061/Nami-Mecu/112 24-Aug-12 July 1, 2012 to July 31, 2012 vary by MCA vary by MCA $72,285.72 Compact Invoiced paid
MCA-Mozambique Scott Wilson Ltd - Lot 1 P030 M1061/Nami-Mecu/113 20-Sep-12 Aug 1, 2012 to Aug 31, 2012 vary by MCA vary by MCA $72,285.72 Compact Invoiced paid
MCA-Mozambique Scott Wilson Ltd - Lot 1 P030 M1061/Nami-Mecu/114 15-Oct-12 Sept 1, 2012 to Sept 30, 2012 vary by MCA vary by MCA $72,285.72 Compact Invoiced paid
MCA-Mozambique Scott Wilson Ltd - Lot 1 P030 M1061/Nami-Mecu/115 15-Nov-12 Oct 1, 2012 to Oct 31, 2012 vary by MCA vary by MCA $72,285.72 Compact Invoiced paid
MCA-Mozambique Scott Wilson Ltd - Lot 1 P030 M1061/Nami-Mecu/116 15-Dec-12 Nov 1, 2012 to Nov 30, 2012 vary by MCA vary by MCA $72,285.72 Compact Invoiced paid
MCA-Mozambique Scott Wilson Ltd - Lot 1 P030 M1061/Nami-Mecu/117 17-Jan-13 Dec 1, 2012 to Dec 31, 2012 vary by MCA vary by MCA $72,285.72 Compact Invoiced paid
MCA-Mozambique Scott Wilson Ltd - Lot 1 P030 M1061/Nami-Mecu/118 17-Feb-13 Jan 1, 2013 to Jan 31, 2013 vary by MCA vary by MCA $72,285.72 Compact Invoiced paid
MCA-Mozambique Scott Wilson Ltd - Lot 1 P030 M1061/Nami-Mecu/119 15-Mar-13 Feb 1, 2013 to Feb 28, 2013 vary by MCA vary by MCA $72,285.72 Compact Invoiced paid
MCA-Mozambique Scott Wilson Ltd - Lot 1 P030 M1061/Nami-Mecu/120 15-Apr-13 Mar 1, 2013 to Mar 31, 2013 vary by MCA vary by MCA $72,285.72 Compact Invoiced paid
MCA-Mozambique Scott Wilson Ltd - Lot 1 P030 M1061/Nami-Mecu/121 15-May-13 Apr 1, 2013 to Apr 30, 2013 vary by MCA vary by MCA $72,285.72 Compact Invoiced paid
MCA-Mozambique Scott Wilson Ltd - Lot 1 P030 M1061/Nami-Mecu/122 11-Jun-13 May 1, 2013 to May 31, 2013 vary by MCA vary by MCA $72,285.72 Compact Invoiced tba
MCA-Mozambique Scott Wilson Ltd - Lot 2 P030 M1062/Mecu-Lurio/201 12-Sep-11 Aug 1 to Aug 31, 2011 vary by MCA vary by MCA $72,285.72 Compact Invoiced 30-Sep-11
MCA-Mozambique Scott Wilson Ltd - Lot 2 P030 M1062/Mecu-Lurio/202 11-Oct-11 Sept. 1 to Sept 30, 2011 vary by MCA vary by MCA $72,285.72 Compact Invoiced 24-Nov-11
MCA-Mozambique Scott Wilson Ltd - Lot 2 P030 M1062/Mecu-Lurio/203 14-Nov-11 Oct. 1, 2011 to Oct 31, 2011 vary by MCA vary by MCA $72,285.72 Compact Invoiced 16-Dec-11
MCA-Mozambique Scott Wilson Ltd - Lot 2 P030 M1062/Mecu-Lurio/204 12-Dec-11 Nov 1, 2011 to Nov 30, 2011 vary by MCA vary by MCA $72,285.72 Compact Invoiced 29-Dec-11
MCA-Mozambique Scott Wilson Ltd - Lot 2 P030 M1062/Mecu-Lurio/205 12-Jan-12 Dec 1, 2011 to Dec 31, 2011 vary by MCA vary by MCA $72,285.72 Compact Invoiced 29-Feb-12
MCA-Mozambique Scott Wilson Ltd - Lot 2 P030 M1062/Mecu-Lurio/206 13-Feb-12 Jan 1, 2012 to Jan 31, 2012 vary by MCA vary by MCA $72,285.72 Compact Invoiced 13-Mar-12
MCA-Mozambique Scott Wilson Ltd - Lot 2 P030 M1062/Mecu-Lurio/207 23-Mar-12 Feb 1, 2012 to Feb 29, 2012 vary by MCA vary by MCA $72,285.72 Compact Invoiced 23-Mar-12
MCA-Mozambique Scott Wilson Ltd - Lot 2 P030 M1062/Mecu-Lurio/208 5-Apr-12 Mar 1, 2012 to Mar 30, 2012 vary by MCA vary by MCA $72,285.72 Compact Invoiced 12-Jun-12
MCA-Mozambique Scott Wilson Ltd - Lot 2 P030 M1062/Mecu-Lurio/209 22-May-12 Apr 01, 2012 to April 30, 2012 vary by MCA vary by MCA $72,285.72 Compact Invoiced 22-Jun-12
MCA-Mozambique Scott Wilson Ltd - Lot 2 P030 M1062/Mecu-Lurio/210 3-Jul-12 May 1, 2012 to May 30, 2012 vary by MCA vary by MCA $72,285.72 Compact Invoiced paid
MCA-Mozambique Scott Wilson Ltd - Lot 2 P030 M1062/Mecu-Lurio/211 10-Aug-12 June 1, 2012 to June 30, 2012 vary by MCA vary by MCA $72,285.72 Compact Invoiced paid
MCA-Mozambique Scott Wilson Ltd - Lot 2 P030 M1062/Mecu-Lurio/212 24-Aug-12 July 1, 2012 to July 31, 2012 vary by MCA vary by MCA $72,285.72 Compact Invoiced paid
MCA-Mozambique Scott Wilson Ltd - Lot 2 P030 M1062/Mecu-Lurio/213 20-Sep-12 Aug 1, 2012 to Aug 31, 2012 vary by MCA vary by MCA $72,285.72 Compact Invoiced paid
MCA-Mozambique Scott Wilson Ltd - Lot 2 P030 M1062/Mecu-Lurio/214 15-Oct-12 Sept 1, 2012 to Sept 30, 2012 vary by MCA vary by MCA $72,285.72 Compact Invoiced paid
MCA-Mozambique Scott Wilson Ltd - Lot 2 P030 M1062/Mecu-Lurio/215 15-Nov-12 Oct 1, 2012 to Oct 31, 2012 vary by MCA vary by MCA $72,285.72 Compact Invoiced paid
MCA-Mozambique Scott Wilson Ltd - Lot 2 P030 M1062/Mecu-Lurio/216 15-Dec-12 Nov 1, 2012 to Nov 30, 2012 vary by MCA vary by MCA $72,285.72 Compact Invoiced paid
MCA-Mozambique Scott Wilson Ltd - Lot 2 P030 M1062/Mecu-Lurio/217 17-Jan-13 Dec 1, 2012 to Dec 31, 2012 vary by MCA vary by MCA $72,285.72 Compact Invoiced paid
MCA-Mozambique Scott Wilson Ltd - Lot 2 P030 M1062/Mecu-Lurio/218 17-Feb-13 Jan 1, 2013 to Jan 31, 2013 vary by MCA vary by MCA $72,285.72 Compact Invoiced paid
MCA-Mozambique Scott Wilson Ltd - Lot 2 P030 M1062/Mecu-Lurio/219 17-Feb-13 Jan 1, 2013 to Jan 31, 2013 vary by MCA vary by MCA $72,285.72 Compact Invoiced paid
MCA-Mozambique Scott Wilson Ltd - Lot 2 P030 M1062/Mecu-Lurio/220 15-Mar-13 Feb 1, 2013 to Feb 28, 2013 vary by MCA vary by MCA $72,285.72 Compact Invoiced paid
MCA-Mozambique Scott Wilson Ltd - Lot 2 P030 M1062/Mecu-Lurio/221 15-Apr-13 Mar 1, 2013 to Mar 31, 2013 vary by MCA vary by MCA $72,285.72 Compact Invoiced paid
MCA-Mozambique Scott Wilson Ltd - Lot 2 P030 M1062/Mecu-Lurio/223 15-May-13 Apr 1, 2013 to Apr 30, 2013 vary by MCA vary by MCA $72,285.72 Compact Invoiced paid
MCA-Mozambique Scott Wilson Ltd - Lot 2 P030 M1062/Mecu-Lurio/224 11-Jun-13 May 1, 2013 to May 31, 2013 vary by MCA vary by MCA $72,285.72 Compact Invoiced tba
MCA-Mozambique Scott Wilson Ltd - RAP PROSIR P030 Addendum No 1 M1063/RAPImple/301 8-Sep-11 Aug. 1 to Aug 30, 2011 vary by MCA vary by MCA $259,366.08 Compact Invoiced 28-Oct-11
MCA-Mozambique Scott Wilson Ltd - RAP PROSIR P030 Addendum No 1 M1063/RAPImple/302 6-Oct-11 Sept. 1 to Sept 30, 2011 vary by MCA vary by MCA $259,366.08 Compact Invoiced 24-Nov-11
MCA-Mozambique Scott Wilson Ltd - RAP PROSIR P030 Addendum No 1 M1063/RAPImple/303 14-Nov-11 Oct. 1, 2011 to Oct 31, 2011 vary by MCA vary by MCA $86,455.36 Compact Invoiced 16-Dec-11
MCA-Mozambique Scott Wilson Ltd - RAP PROSIR P030 Addendum No 1 M1063/RAPImple/304 12-Dec-11 Nov 1, 2011 to Nov 30, 2011 vary by MCA vary by MCA $86,455.36 Compact Invoiced 29-Dec-11
MCA-Mozambique Scott Wilson Ltd - RAP PROSIR P030 Addendum No 1 M1063/RAPImple/305 12-Jan-12 Dec 1, 2011 to Dec 30, 2011 vary by MCA vary by MCA $86,455.36 Compact Invoiced 29-Feb-12
MCA-Mozambique Scott Wilson Ltd - RAP PROSIR P030 Addendum No 1 M1063/RAPImple/306 13-Feb-12 Jan 1, 2012 to June 30, 2012 vary by MCA vary by MCA $86,455.36 Compact Invoiced pending

Work in Progress Form (Estimates) - ALL AMOUNTS IN USD - Foreign Currency Exchange Rates as of last day of the quarter
MCA Name Vendor Name Contract # Period of Performance Project Code Activity Code Invoice Amount Fund Name Remarks
MCA-Mozambique CMC-Cooperativa Muratori Cementisti Ravenna CB-MCA-MOZ-RR-01/11-152A May 26, 2013 to June 25, 2013 vary by MCA vary by MCA $1,545,375.29 Compact
MCA-Mozambique JV Monte Adriano Casais CB-MCA-MOZ-RR-01/11-152B June 01, 2013 to June 30, 2013 vary by MCA vary by MCA $3,106,044.42 Compact
MCA-Mozambique Scott Wilson Ltd - Lot 1 P030 May 1, 2013 to May 31, 2013 vary by MCA vary by MCA $72,285.72 Compact
MCA-Mozambique Scott Wilson Ltd - Lot 2 P030 May 1, 2013 to May 31, 2013 vary by MCA vary by MCA $72,285.72 Compact

Retentions Form - ALL AMOUNTS IN USD - Foreign Currency Exchange Rates as of last day of the quarter
MCA Name Vendor Name Contract # Period of Performance Project Code Activity Code
Accumulated
Retention
Fund Name Remarks
MCA-Mozambique CMC-Cooperativa Muratori Cementisti Ravenna CB-MCA-MOZ-RR-01/11-152A Aug 1 2011 to June 25, 2013 vary by MCA vary by MCA $2,564,681.89 Compact
MCA-Mozambique JV Monte Adriano Casais CB-MCA-MOZ-RR-01/11-152B Aug 1 2011 to May 31, 2013 vary by MCA vary by MCA $2,780,345.65 Compact
MCA-Mozambique Scott Wilson Ltd - Lot 1 P030 n/a vary by MCA vary by MCA n/a Compact
MCA-Mozambique Scott Wilson Ltd - Lot 2 P030 n/a vary by MCA vary by MCA n/a Compact
MCA-Mozambique Scott Wilson Ltd - RAP PROSIR P030 n/a vary by MCA vary by MCA n/a Compact

MCA Advance Payment Form - ALL AMOUNTS IN USD - Foreign Currency Exchange Rates as of last day of the quarter
MCA Name Vendor Name Contract #
Date of Advance
(mm/dd/yyyy)
Amount Advanced Fund Name Project Code Activity Code
Advance Liquidations - Cum to
Previous Quarter
Advance Balance -
at end of Previous
Quarter
Advance Liquidations - this
Quarter
Advance Balance at
30 June 2013
MCA-Mozambique CMC-Cooperativa Muratori Cementisti Ravenna CB-MCA-MOZ-RR-01/11-152A July 21, 2011 $6,622,845.05 Compact vary by MCA vary by MCA $1,995,917.41 $4,626,927.64 $1,361,865.42 $3,265,062.22
MCA-Mozambique JV Monte Adriano Casais CB-MCA-MOZ-RR-01/11-152B Sept 09, 2011 $6,943,039.98 Compact vary by MCA vary by MCA $951,155.28 $5,991,884.70 $2,174,198.36 $3,817,686.34
MCA-Mozambique Scott Wilson Ltd - Lot 1 P030 n/a n/a Compact vary by MCA vary by MCA n/a n/a n/a
MCA-Mozambique Scott Wilson Ltd - Lot 2 P030 n/a n/a Compact vary by MCA vary by MCA n/a n/a n/a n/a
MCA-Mozambique Scott Wilson Ltd - RAP PROSIR P030 n/a n/a Compact vary by MCA vary by MCA n/a n/a n/a n/a

Worksheet # Column
All B
All C
1 D
1 E
1,2,3 Various
1,2 Various
3 G

Guidance
Vendor name: For summary level information to be input to cover accruals for MCA-Entity Program Admin data, insert "Program
Contract number: If relevant. Summary-level data mentioned above for Program Admin will not have a corresponding Contract n
Invoice number: An internal reference number is an acceptable alternative as long as it represents a consistent nami
Invoice date: Invoice approval date is an acceptable alternative as long as this is consistently used in a way that can b
Period of Performance: Refers to the date range of performance applicable to each invoice or anticipated invoice for
Invoice Amount: Report in USD or USD equivalent of local currency only. For work in progress this is an estimate.
Accumulated Retention: Outstanding accumulated balance of any percentages deducted from each invoice and retai

in data, insert "Program Admin" in this field.
orresponding Contract number.
nsistent naming convention which can be tied back to the actual invoice upon further review.
way that can be tied back to the actual invoice upon further review.
d invoice for work in progress. If an exact date is unknown but a month is provided, it is acceptable to simply apply the first day of that month
ice and retained until contractor obligations are complete as per the contract.
Aug 1 to Dec 31, 2011
Aug 1 to Dec 31, 2011 110175.9

he first day of that month to this submission.

APPENDIX 4.1 - CONTRACTOR’S ORGANISATIONAL CHART

]
CONTRACTOR´S ORGANIZATIONAL CHART
REHABILITATION AND UPGRADING OF N1 ROAD BETWEEN NAMIALO AND RIO LURIO
LOT 2 - MECUTUCHI BRIDGE / RIO LURIO (74.7 KM)
JV - ADMINISTRATION BOARD
VITOR PEREIRA
ANTÓNIO ARAUJO
CONTRACT MANAGEMENT
BOARD
JORGE CASTRO
JOÃO CARVALHO
LEGAL OUTSOURCING
ASSISTANCE
PROCUREMENT
SUPPORT
ACTUS JV HEAD OFFICE
NAMPULA PORTUGAL
OFFICE ASSISTENT
ADÃO CAETANO
PROJECT MANAGER
PEDRO SILVA
FINANTIAL DIRECTOR
ENVIRONMENTAL HEALTH
AND SAFETY
PAULO INÁCIO NUNO CORREIA
FINANTIAL AND HUMAN
RESOURCES
OUTSOURCING
QUANTITY SURVEYOR SENIOR SERVEYOR BRIDGE ENGINEER HIGHWAY ENGINEER
SOILS MATERIAL AND
PAVEMENTS ENGINEER
CAMP SITE AND
LOGISTICS
HEALTH SAFETY
OFFICER
ENVIRONMENTAL SITE
OFFICER
BDO PEDRO CANHA JOÃO OLAIO BRUNO CAMPOS ANTÓNIO ALVES ANDRÉ COSTA JORGE BEZERRA VICTOR MARTINS NUNO CORREIA
COST CONTROL - MAT.
COST CONTROL EQUIP.
AND SUB
HUMAN RESOURCES ECONOMAT AND TOOLS SHOP DRAWINGS
STRUTURE AND
BRIDGES FOREMAN
ROAD WORKS FOREMAN
LABORATORY
TECHNICIAN
CRUSHING PLANT
MANAGER
MECHANICAL AND
MAINTENANCE
BATCHING PLANT
MANAGER
SOCIAL CAMP MANAGER CLINIC MANAGER
SITE AGENT CONTRACTOR
REPRESENTATIVE
JAIME GUERREIRO
COST CONTROL - MAT.
AND SUB
HUMAN RESOURCES ECONOMAT AND TOOLS SHOP DRAWINGS
BRIDGES FOREMAN
ROAD WORKS FOREMAN
TECHNICIAN MANAGER MAINTENANCE MANAGER
SOCIAL CAMP MANAGER CLINIC MANAGER
TIAGO SOARES VERA ANDREIA ALMEIDA ADÃO CAETANO BRUNO SILVA FERNANDO FIGUEIREDO AMARO JOSÉ CARLOS ALBINO FERNANDO JESUS LUIS PEREIRA VITOR MOURA DR. DIQUISSONE
HUMAN RESOURCES
ASSISTANT
CULVERTS TEAM LEADER BRIDGE TEAM LEADERS
DRAINAGE TEAM
LEADER
EARTH WORKS TEAM
LEADER
EARTH WORKS TEAM
LEADER
SOIL-CEMENT TEAM
LEADER
CRUSHED STONE
TEAM LEADER
DOUBLE SEALS
LABORATORY
ASSISTANT
CLINIC ASSISTANT
ABEDALA LUÍS OLIVEIRA INACIO J. SOUSA AVELINO MANUEL OLIVEIRA LUCAS MAGALHAES FERNANDES MANUEL ASSISTANT
JOSÉ LUÍS JORGE M. RODRIGUES
DANIEL VITOR
RUI NEVES

APPENDIX 4.2 - EQUIPMENT MOBILISATION

PLANNED ACTUAL AUG SEPT OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEPT OCT NOV DEC JAN FEB MAR APRIL MAY JUN JUL AUG SEP OCT
ITEM
NO.
DESCRIPTION
CONTRACT
REQMNT
MOBILISED
TO DATE
CURRENTLY
MOBILISED
EQUIPMENT DETAILS
HIRED OR
OWNED
M1 M2 M3 M4 M5 M6 M7 M8 M9 M10 M11 M12 M13 M14 M15 M16 M17 M18 M19 M20 M21 M22 M23 M24 M25 M26 M27
1 DOZERS D6 1 6 1 KOMATSU D6 BULLDOZER-1 OWNED 1-Oct-11 3-Oct-11 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y D
KOMATSU D6 BULLDOZER-2 HIRED 1-Nov-11 1-Apr-12 - N N N N N Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y D D D
CAT D5 BULLDOZER-3 OWNED 18-Mar-13 Y Y Y Y Y D D D
Hanomag D6 BULLDOZER-4 HIRED 28-Mar-13 Y Y Y Y Y Y Y Y
CAT D6R BULLDOZER-5 OWNED 30-Mar-13 Y Y Y Y Y D D D
CAT D6R BULLDOZER-6 RCM 25-Apr-13 Y Y Y Y Y Y D
2 DOZERS D7/D8 2 12 6 CAT D7 BULLDOZER OWNED 1-Feb-11 2-Apr-13 - - - N N N N N N N N N N N N N N Y Y Y Y D D D
BULLDOZER-CAT D8N OWNED 1-Feb-11 4-Apr-13 - N N N N N N N N N N N N N N Y Y Y Y Y Y Y
BULLDOZER- D8N-12 OWNED 4-Jun-12 N N N N N N N N N N N Y Y Y Y Y Y
BULLDOZER -Komatsu D65EX-15 OWNED N N Y D D D
BULLDOZER - Hanomag D600 HIRED N N Y D D D
BULLDOZER - Komatsu D65EX-12 OWNED N N Y Y Y Y
BULLDOZER - D6R HIRED N N Y D D D
BULLDOZER - CAT D5M OWNED N N Y Y Y Y
BULLDOZER - CAT D6R OWNED N N Y Y Y Y
BULLDOZER - CAT D6R OWNED N N Y Y Y Y
HBXG DOZER D6 HIRED 4-Jun-12 4-Jun-12 Y Y Y Y Y N N N N N N N N N N N N
HBXG DOZER D7 HIRED 4-Jun-12 Y Y Y Y Y N N N N N N N N N N N N
3 DOZERS D9 2 0
4 TRACKED EXCAVATOR 4 26 11 CAT 325 (25-30-ton) - 1,5-m³ EXCAVATOR-1 OWNED 1-Oct-11 3-Oct-11 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
CAT 325 (25-30-ton) - 1,5-m³ EXCAVATOR-2 OWNED 1-Nov-11 6-Nov-11 - Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y D D D
CASE 325 (25-30-ton) - 1,5-m³ EXCAVATOR-3 HIRED 1-Dec-11 10-Apr-12 - - N N N N Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y D D D
CASE 330 (30-40-ton) - 2,1-m³ EXCAVATOR-1 HIRED 1-Oct-11 1-Apr-12 N N N N N N Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y D D D
CASE 330 (30-40-ton) - 2,1-m³ EXCAVATOR-2 HIRED 1-Nov-11 1-Apr-12 - N N N N N Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y D D D
KOMATSU PC 450 EXCAVATOR-3 OWNED 1-Dec-11 19-Apr-12 - - N N N N Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
KOMATSU 330 (30-40-ton) - 2,1-m³ EXCAVATOR-3HIRED 1-Feb-12 2-May-12 - - - - N N Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y D D D
CAT 322 (30-40-ton) - 2,1-m³ EXCAVATOR-3 HIRED 13-Jun-12 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y D
DAWOO 180 HIRED 10-Sep-12 Y Y Y Y Y Y Y Y Y Y Y D D D
VOLVO 360 JAG HIRED 25-Sep-12 Y Y Y Y Y Y Y Y Y Y Y D D D
KOMATSU PC 240 HIRED 8-Oct-12 Y Y Y Y Y Y Y Y Y Y Y Y Y
CAT 330 (30-40-ton) - 2,1-m³ EXCAVATOR HIRED 31-Dec-12 Y Y Y Y Y Y D Y Y Y Y
EXCAVATOR KOMATSU PC 210 SERIES 6 OWNED 13-Jan-13 Y Y Y Y Y Y Y Y Y Y
EXCAVATOR KOMATSU PC 210 SERIES 8 OWNED 13-Jan-13 Y Y Y Y Y Y Y Y Y Y
EXCAVATOR KOMATSU 180 HIRED 10-Mar-13 Y Y Y Y Y D D D
EXCAVATOR KOMATSU PC 240 HIRED 10-Mar-13 Y Y Y Y Y Y Y Y
EXCAVATOR KOMATSU PC 290 NLC 6 OWNED 13-Apr-13 Y y y y y y y
EXCAVATOR CAT 322B HIRED 2-May-13 y y y D D D
EXCAVATOR CAT 330C LN HIRED 15-Apr-13 y y y y D D D
CASE CX 210 HIRED N N N y y D
DOOSAN 220 HIRED 17-Jan-13 y y y y y y y y y y
HITACHI ZX 190W OWNED 4-Jul-12 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
KOMATSU PC 240 EXCAVATOR-3 OWNED 19-Apr-12 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y D D D
CAT 345 BL (30-40-ton) EXCAVATOR-3 OWNED 3-Mar-13 Y Y Y Y Y Y Y Y
5 MOTORISED GRADER 5 22 13 CAT 14 (200-HP) GRADER-1 OWNED 1-Oct-11 6-Nov-11 N Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
CAT 14 (200-HP) GRADER-2 HIRED 1-Nov-11 9-Feb-12 - N N N Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y D D D D D D
CAT 14 (200-HP) GRADER-3 HIRED 1-Feb-12 16-Mar-12 - - - - N Y Y Y Y Y Y Y Y Y Y Y Y Y Y D D Y D D D
CAT 14 (200-HP) GRADER-4 HIRED 1-Mar-12 1-Apr-12 - - - - - - Y Y Y Y Y Y Y Y Y Y Y Y Y D D Y D D D
CAT 12 (200-HP) GRADER-5 OWNED 1-Mar-12 2-May-12 - - - - - - - Y Y Y Y Y Y Y Y Y Y Y Y D D Y Y Y Y
CAT 120 H GRADER OWNED 1-May-12 Y Y Y Y Y Y Y Y Y Y Y Y D D Y Y Y Y
CAT 12 H GRADER OWNED 7-Jun-12 27-Jun-12 Y Y Y Y Y Y Y Y Y Y Y D D Y Y Y Y
CHAMPION GRADER HIRED 15-Feb-13 Y Y Y D D Y Y Y Y
CAT 140 H GRADER HIRED 16-Feb-13 Y Y Y D D Y Y Y Y
GRADER CAT 12 HEU OWNED 18-Mar-13 Y Y Y Y Y D D D
GRADER CAT 12 HEU OWNED 18-Mar-13 Y Y Y Y Y D D D
GRADER VOLVO G780 VHP OWNED 19-Mar-13 Y Y Y Y Y Y Y Y
GRADER KOMATSU GD655A HIRED 27-Mar-13 Y Y Y Y Y Y Y Y
CAT 140 H GRADER HIRED D D D Y Y Y
CAT 140 H GRADER HIRED D D D D D D
CAT 120 (200-HP) GRADER-5 (RCM)) HIRED 15-Apr-13 Y Y Y Y Y
XG31802 (Nizvan) HIRED 10-Feb-12 Y Y Y Y Y
GR215XCMG (Nizvan) HIRED 15-Mar-12 Y Y Y Y D
GR422LG (Nizvan) HIRED 6-Feb-13 D D D D D
John Deere HIRED 23-Aug-13 Y Y D
6 FRONT END LOADER 5 7 5 CAT 936 (140-HP) - 2,2-m³ LOADING SHOVEL-1 OWNED 1-Dec-11 3-Oct-11 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
CAT 936 (140-HP) - 2,2-m³ LOADING SHOVEL-2 OWNED 1-Dec-11 17-Oct-11 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
CAT 936 (140-HP) - 2,2-m³ LOADING SHOVEL-3 OWNED 1-Mar-12 1-Apr-12 - - - - - N Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
FOTON LOADING SHOVEL HIRED 4-Jun-12 6-Jun-12 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
FRONT END LOADER CAT 980 G II OWNED 21-Mar-13 Y Y Y Y Y Y Y Y
FRONT END LOADER CAT 966 G OWNED 22-Mar-13 Y Y Y Y Y D
FOTON LOADING SHOVEL HIRED 19-Jun-12 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y D D
7 WATER BOWSER 18KL 5 14 7 20 000 -Lt WATER TANK-1 OWNED 1-Dec-11 14-Feb-12 - - N N Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y D D D
18.000-Lt WATER TANK-2 HIRED 1-Oct-11 7-Mar-12 N N N N N Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y D D D
MASHOVA WATER TANK HIRED 22-Apr-12 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y D D D
Rehabilitation and Upgrading of N1 Road between Namialo and Rio Lurio in Nampula Province, Mozambique
Contract No. CB-MCA-MOZ-RR-01/11-152B
CONTRACTOR'S KEY EQUIPMENT MOBILISATION AND UTILISATION STATUS 31 OCTOBER 2013
2011 2012DEMOB
DATE
2013MOBILISATION DATE

ITEM
NO.
DESCRIPTION
CONTRACT
REQMNT
MOBILISED
TO DATE
CURRENTLY
MOBILISED
EQUIPMENT DETAILS
HIRED OR
OWNED
2011 2012DEMOB
DATE
SONIL WATER TANK HIRED 4-Jun-12 8-Jun-12 Y Y Y Y Y Y Y Y Y Y Y Y Y Y D D D
MASHOVA WATER TANK HIRED 6-Oct-12 Y Y Y Y Y Y Y Y Y Y D D D
NEVES&SANTOS NS80 OWNED y y y D D D
NEVES&SANTOS 8000 P-86148 OWNED y y y D D D
NEVES&SANTOS 8000 AA-036-NP OWNED y y y y y y
NEVES&SANTOS NS-8000 AA-037-NP HIRED y y y y y y
WATER BOWSER ACB 804 MP (servitrade) HIRED y y y y y
WATER BOWSER AAH 876 MP (servitrade) HIRED y y y y y
WATER BOWSER AAK 280 MP (servitrade) HIRED y y y y y
WATER BOWSER AAW 230 MP (servitrade) HIRED y y y y y
WATER BOWSER MBP 59-80 MP (CONSTRUÇOES PEROLA)HIRED y y y y y
8 WATER BOWSER 7KL 5 24 15 7.000-Lt WATER TANK OWNED 1-Oct-11 3-Oct-11 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y D D D
8,000-Lt WATER TANK OWNED 1-Feb-12 1-Apr-12 - - - - N N Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y D D D
1200-Lt WATER TANK OWNED 1-May-12 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
WATER BOWSER OWNED 2-Nov-12 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
WATER BOWSER OWNED 2-Nov-12 Y Y Y Y Y Y Y Y Y Y D D D
WATER BOWSER OWNED 18-Feb-13 Y Y Y Y Y Y D D D
WATER BOWSER NERVES & SANTOS 8000 L OWNED 26-Mar-13 Y Y Y Y Y D D D
WATER BOWSER NERVES & SANTOS 8000 L OWNED Y Y Y D D D
WATER BOWSER NERVES & SANTOS 8000 L OWNED Y Y Y D D D
JOHN DEERE HIRED Y Y Y Y Y Y
MMM 19-36 HIRED 1-Jun-12 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
IVECO 6X4 AAW-314-MC OWNED 14-Feb-12 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
AA0-465-MC HIRED Y Y Y D D D
W1 HIRED Y Y Y Y Y Y
MBP 59 79 HIRED Y Y Y D D D
MLZ 12 72 HIRED Y Y Y Y Y Y
MMP-84-02 / Renault HIRED Y Y Y Y Y Y
AAV 716 MP HIRED Y Y Y Y Y Y Y
ACB 378 MP HIRED Y Y Y Y Y Y Y
AAR 403 MP HIRED Y Y Y Y Y Y Y
ACB 804 MP HIRED Y Y Y Y Y Y
AAH 876 MP HIRED Y Y Y Y Y Y
AAK 280 MP HIRED Y Y Y Y Y
AAW 280 MP HIRED Y Y Y Y Y
9 TLB 4X4 4 9 6 CATERPILLAR 428E SPECI (MAEC) OWNED 1-Oct-11 3-Oct-11 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
CATERPILLAR 428E SPECI - 86 (MAEC) OWNED 1-Nov-11 2-Nov-11 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
JCB 3Cx4-3 OWNED 1-Mar-12 1-Apr-12 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y D D D D D
CATERPILLAR 428 SPECI - 86 (MAEC) OWNED 1-Apr-12 13-Jan-13 N N N N N N N N N N Y Y Y Y Y Y Y Y Y
XCMG 30-25 OWNED 4-Jun-12 6-Jun-12 Y Y Y Y Y Y Y Y Y Y Y Y D D D D D
JCB CAT 428E -97 OWNED 13-Jan-13 Y Y Y Y Y Y Y Y Y Y
JCB 3CX HIRED 18-Mar-13 Y Y Y Y Y Y Y Y
CAT 428E HIRED 1-Aug-13 Y Y D
CASE 580 HIRED 1-Aug-13 Y Y Y
10 PNEUMATIC ROLLER 4 9 8 HAMM GRW 18 (27-ton) RUBBER-TIRED ROLLER-1OWNED 1-Nov-11 19-Dec-11 - N Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
HAMM GRW 18 (27-ton) RUBBER-TIRED ROLLER-2OWNED 1-Nov-11 19-Dec-11 - N Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
HAMM GRW 18 (27-ton) RUBBER-TIRED ROLLER-3HIRED 30-Jun-12 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
HAMM GRW 18 (27-ton) RUBBER-TIRED ROLLER-4HIRED 12-Feb-13 Y Y Y Y Y Y Y Y Y
HAMM GRW 18 (27-ton) RUBBER-TIRED ROLLER-5HIRED 18-Mar-13 Y Y Y Y Y D D D
HAMM GRW 15 (27-ton) RUBBER-TIRED ROLLER-6OWNED 18-Mar-13 Y Y Y Y Y Y Y Y
HAMM GRW 15 (27-ton) RUBBER-TIRED ROLLER-7OWNED 1-Aug-13 Y Y Y
11 VIBRATORY ROLLER 4 16 10 HAMM 3518 OWNED 1-Oct-11 2-Nov-11 N Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
HAMM 3516 OWNED 1-Nov-11 9-Nov-11 N Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
HAMM HD90 OWNED 1-Oct-11 17-Oct-12 Y Y Y Y Y Y Y Y Y Y Y Y Y
HAMM 3411 HIRED 1-Nov-11 2-Nov-11 N Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y D
HAMM 3411 HIRED 1-Feb-12 2-Nov-11 - Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y D
HAMM HIRED 1-Mar-12 19-Apr-12 - - - - - N Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
Changling HIRED 2-May-12 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y D D D
CAT 638E HIRED 13-Jan-13 Y Y Y Y Y Y Y Y Y D
CAT 638E HIRED 13-Jan-13 Y Y Y Y Y Y Y Y Y D
HAMM 410 HIRED 12-Feb-13 Y Y Y Y Y Y Y Y Y
DYNAPAC CA251 HIRED 26-Mar-12 Y Y Y Y Y Y Y Y
HAMM 3516 HIRED 10-Mar-12 Y Y Y Y Y Y Y Y
HAMM 3516 HIRED 10-Mar-12 Y Y Y Y Y Y Y Y
CAT CS 583C HIRED 18-Mar-13 Y Y Y Y Y Y Y Y
DYNAPAC 512 HIRED Y D D D D Y Y Y
DYNAPAC 512 HIRED Y D D D D Y Y D
12 GRID ROLLER 3 0
13 STEEL WHEELED ROLLER 2 2 2 DOUBLE DRUM VIBRATORY ROLLERS (12-ton) - DYNAPAC CC 421-1OWNED 1-Oct-11 1-Feb-11 - - - - Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
DOUBLE DRUM VIBRATORY ROLLERS (12-ton) - DYNAPAC CC 421-2OWNED 1-Mar-12 19-Apr-12 - - - - - - Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y

ITEM
NO.
DESCRIPTION
CONTRACT
REQMNT
MOBILISED
TO DATE
CURRENTLY
MOBILISED
EQUIPMENT DETAILS
HIRED OR
OWNED
2011 2012DEMOB
DATE
14 PEDESTRIAN ROLLER 5 2 2 BOMAG BW 100 (2-ton) FLAT-TREAD ROLLER-1 OWNED 1-Oct-12 1-Apr-12 N N N N N N Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
BOMAG BW 100 (2-ton) FLAT-TREAD ROLLER-2 OWNED 1-Mar-12 19-Apr-12 - - - - N N Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
15 BITUMEN DISTRIBUTOR 2 3 3 BITUMEN DISTRIBUTOR 6.000L-1 OWNED 1-Feb-12 1-Apr-12 - - - - N N Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
BITUMEN DISTRIBUTOR 6.000L-2 OWNED 11-Sep-12 - - - - - - - - - - Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
BITUMEN DISTRIBUTOR 6.000L-3 HIRED Y Y Y Y Y Y
16 MECHANICAL BROOM 2 5 5 ROAD SWEEPER-1 (MAEC) OWNED 1-Feb-12 3-Oct-11 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
ROAD SWEEPER-2 (TÂMEGA) HIRED 15-Nov-12 - - - - - - N N N N N N N Y Y Y Y Y Y Y Y Y Y Y Y
ROAD SWEEPER-3 (MAEC) OWNED 12-May-13 Y Y Y Y Y Y
ROAD SWEEPER-4 (MAEC) OWNED 12-May-13 Y Y Y Y Y Y
ROAD SWEEPER-4 (MAEC) OWNED 12-May-13 Y Y Y Y
17 TIPPERS 5m3 5 Refer to tippers > 12m3
18 TIPPERS 10m3 10 Refer to tipper > 12m3
19 TIPPERS 12m3 5 104 70 VOLVO F 12 TRUCK (40 ton - 20 m³)-1 OWNED 1-Oct-11 22-Mar-13 N N N N N N N Y Y Y Y Y Y Y Y Y Y Y Y D D D D D D
VOLVO F 12 TRUCK (40 ton - 20 m³)-2 OWNED 1-Nov-11 22-Mar-13 N N N N N N N N N N N N N N N N Y Y D D D D D D
VOLVO F 12 TRUCK (40 ton - 20 m³)-5 OWNED 1-Mar-12 N N N N N N N N N N N N N N D D D D D
VOLVO FL 10 TRUCK (26 ton - 13 m³)-1 OWNED 1-Oct-11 1-Apr-12 N N N N N N Y Y Y Y Y Y Y Y Y Y Y Y Y D D D D D D
VOLVO FL 10 TRUCK (26 ton - 13 m³)-2 OWNED 1-Nov-11 1-Apr-12 N N N N N N Y Y Y Y Y Y Y Y Y Y Y Y Y D D D D D D
VOLVO FL 10 TRUCK (26 ton - 13 m³)-3 OWNED 1-Nov-11 1-Apr-12 N N N N N N Y Y Y Y Y Y Y Y Y Y Y Y Y D D D D D D
VOLVO FL 10 TRUCK (26 ton - 13 m³)-4 OWNED 1-Mar-12 26-Mar-12 - - - - - Y Y Y Y Y Y Y Y Y Y Y Y Y Y D D D D D D
VOLVO FM 12 TRUCK (32 ton - 15 m³)-1 OWNED 1-Oct-11 12-Jan-12 - - - Y Y N Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
VOLVO FM 12 TRUCK (32 ton - 15 m³)-2 OWNED 1-Nov-11 13-Feb-12 - N N N Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
VOLVO FM 12 TRUCK (32 ton - 15 m³)-3 OWNED 1-Nov-11 15-Feb-12 - N N N Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
VOLVO FM 12 TRUCK (32 ton - 15 m³)-4 OWNED 1-Nov-11 16-Mar-12 - N N N N Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
VOLVO FM 12 TRUCK (32 ton - 15 m³)-5 OWNED 1-Mar-12 16-Mar-12 - N N N N Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
VOLVO FM 12 TRUCK (32 ton - 15 m³)-6 OWNED 1-Mar-12 16-Mar-12 - - - - - Y Y Y Y Y Y Y Y Y Y Y Y Y Y D D D D D D
VOLVO FM 12 TRUCK (32 ton - 15 m³)-9 OWNED 1-Mar-12 1-Apr-12 - - - - - N Y Y Y Y Y Y Y Y Y Y Y Y Y D D D D D D
HOWO -14m3 - ABR 563 MP HIRED 18-Jun-12 19-Jun-12 Y Y Y Y Y Y Y Y Y Y Y D D D D D D
HOWO -14m3 - ABR 715 MP HIRED 18-Jun-12 19-Jun-12 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
HOWO -14m3 - ABR 729 MP HIRED 18-Jun-12 19-Jun-12 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
TRUCK (32 ton -15m3) OWNED 15-Aug-12 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
VOLVO - 16M3 OWNED 10-Sep-12 Y Y Y Y Y Y Y Y Y Y Y Y Y Y
VOLVO - 16M3 OWNED 29-Oct-12 Y Y Y Y Y Y Y Y Y Y Y Y Y
VOLVO - 16M3 OWNED 29-Oct-12 Y Y Y Y Y Y Y Y Y Y Y Y Y
VOLVO - 16M3 OWNED 29-Oct-12 Y Y Y Y Y Y Y Y Y Y Y Y D
TIPPER ABN 541 MP OWNED 23-Nov-12 Y Y Y Y Y Y D D Y Y Y Y
TIPPER VOLVO OWNED 19-Feb-13 Y Y Y D D Y Y Y Y
TIPPER SINO AAA 196 NP OWNED 11-Apr-13 Y D D Y Y Y Y
TIPPER SINO AAA 200 NP HIRED 11-Apr-13 Y Y Y Y Y Y D
TIPPER SINO AAA 201 NP HIRED 11-Apr-13 Y Y Y Y Y Y Y
TIPPER SINO AAB 544 NP HIRED 11-Apr-13 Y Y Y Y Y Y D
TIPPER SINO AAB 553 NP HIRED 11-Apr-13 Y Y Y Y Y Y Y
TIPPER SINO AAB 556 NP HIRED 11-Apr-13 Y Y Y Y Y Y Y
TIPPER MMB 48-49 HIRED 29-Apr-13 Y Y Y Y Y Y
TIPPER MLX 83-56 HIRED 29-Apr-13 Y Y Y Y Y Y
TIPPER MMX 12-90 HIRED 29-Apr-13 Y Y Y Y Y Y

ITEM
NO.
DESCRIPTION
CONTRACT
REQMNT
MOBILISED
TO DATE
CURRENTLY
MOBILISED
EQUIPMENT DETAILS
HIRED OR
OWNED
2011 2012DEMOB
DATE
TIPPER AAJ 365 MP HIRED 29-Apr-13 Y Y Y Y Y D
TIPPER ACZ 842 MP HIRED 30-Apr-13 Y Y Y Y Y Y
TIPPER AAA 290 CA HIRED 10-May-13 Y Y Y Y Y Y
TIPPER AAA 293 CA HIRED 10-May-13 Y Y Y Y Y D
TIPPER AAA 312 CA (CONSTR. AVARINDA) HIRED 18-Jun-13 Y Y Y Y Y
TIPPER AAA 315 CA HIRED 18-Jun-13 Y Y Y Y Y
TIPPER ACT 354 MP HIRED 18-Jun-13 Y Y Y Y Y
TIPPER SCANIA 80-17-OG (MAEC) OWNED 10-Mar-13 Y Y Y Y Y
TIPPER SCANIA AAC 319 NP (MAEC) HIRED 10-Mar-13 Y Y Y Y Y
TIPPER SCANIA (MAEC) OWNED 10-Mar-13 Y Y Y Y Y
TIPPER SCANIA (MAEC) OWNED 10-Mar-13 Y Y Y Y Y
TIPPER LEYLAND ABL 157 MC HIRED 27-Jul-13 Y Y Y Y
TIPPER VOLVO HIRED 1-Aug-13 Y Y Y
TIPPER MNP 07 36 HIRED 1-Aug-13 Y Y D
MASHOVA Dumper HIRED 1-Sep-13 Y D
MASHOVA Dumper HIRED 1-Sep-13 Y D
Tipper AAA 315 CA HIRED 1-Sep-13 Y Y
Tipper ABR 912 MC HIRED 1-Sep-13 Y Y
Tipper ABL 946 MC HIRED 1-Sep-13 Y Y
Tipper MMM-31-26 HIRED 1-Sep-13 Y Y
Tipper MMM- 73-11 HIRED 1-Sep-13 Y Y
Tipper MMM-86-57 HIRED 1-Sep-13 Y Y
Tipper MMX-05-05 HIRED 1-Sep-13 Y Y
Tipper ABG 031 MC HIRED 1-Sep-13 Y Y
Tipper AAW 519 MC HIRED 1-Sep-13 Y Y
Tipper ADD 677 MP HIRED 1-Sep-13 Y Y
20 FLAT TRUCKS >7 TONNE 5 4 5 FLATBED TRUCK 10t-1 HIRED 1-Oct-11 10-Oct-11 N Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
FLATBED TRUCK 10t-2 OWNED 1-Mar-12 1-Apr-12 - - - - - N Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
NISSAN UD CRANE TRUCK OWNED 14-May-12 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
VOLVO CRANE HIRED 14-Jun-12 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
TRUCK MMP 31 31 HIRED 1-Aug-13 Y Y Y
21 CRUSHING PLANT 1 2 2 PRIMARY CRUSHER OWNED 1-Dec-12 1-Apr-12 N N N N Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
TERTIARY CRUSHER OWNED 31-Dec-12 Y Y Y Y Y Y Y Y Y Y Y
PRIMARY CRUSHER OWNED 9-Mar-13 Y Y Y Y Y Y Y Y
SECONDARY CRUSHER OWNED 9-Mar-13 Y Y Y Y Y Y Y Y
22 RECYLING MACHINE 4 3 ROCO RECYCLING MACHINE RACO OWNED 3-Jun-12 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
ROCO RECYCLING MACHINE HIRED 26-Jul-12 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
BOMAG RECYCLING MACHINE OWNED 7-May-13 Y Y Y Y Y Y Y
WR WIRTGEN S HIRED 10-May-13 Y Y D D D D D
81 Y = EQUIPMENT MOBILISED 3 9 11 12 16 22 38 42 54 55 62 63 68 79 80 83 88 107 117 112 120 136 133 149 133
271 N = EQUIPMENT PLANNED TO MOBILISE AND NOT MOBILISED 12 19 21 21 24 28 12 11 12 12 12 12 12 13 13 13 12 9 7 16 12 5 2 2 2
96 MOBILISED AS % OF TOTAL PLANNED TO MOBILISE 20% 32% 34% 36% 40% 44% 76% 79% 82% 82% 84% 84% 85% 86% 86% 86% 88% 92% 94% 88% 91% 96% 99% 99% 99%
176
217% MOBILISED AS % OF TOTAL EXPECTED IN CONTRACT 4% 11% 14% 15% 20% 27% 47% 52% 67% 68% 77% 78% 84% 98% 99% 102% 109% 132% 144% 138% 148% 168% 164% 184% 164%
83%HIRED AS % OF CURRENTLY MOBILISED
TOTAL EXPECTED IN CONTRACT
TOTAL NO. MOBILISED TO DATE
TOTAL DEMOBILISED TO DATE
TOTAL CURRENTLY ON SITE
CURRENTLY MOBILISED AS % OF CONTRACT

APPENDIX 4.3 - LABOUR RETURN

ManWork Sheet
Technical team Skilled worker Unskilled worker FOREIGNER LOCAL MALE FEMALE
Project manager 1 -- -- 1 -- 1 --
Contractor's representative 1 -- -- 1 -- 1 --
Soils / Materials / Pavement Engineer 1 -- -- 1 -- 1 --
Structural / Drainage / Bridge Engineer 1 -- -- 1 -- 1 --
Foreman 12 3 -- 13 2 15 --
Quarry Production Manager 2 -- -- 2 -- 2 --
Mechanical Engineer Assistant 1 -- -- 1 -- 1 --
Highway Engineer Assistant 1 -- -- 1 -- 1 --
Environmental Site Officer (ESO) 1 -- -- 1 -- 1 --
Health And Safety Officer (HSO) 2 -- -- 2 -- 2 --
Financial Director (FD) 1 -- -- 1 -- 1 --
Administrative 1 6 -- 3 4 4 3
Checker -- 20 -- -- 20 20 --
Human Resources 2 -- -- 1 1 -- 2
Materials Engineer 1 -- -- 1 -- 1 --
Laboratory Manager 1 -- -- 1 -- 1 --
Laboratory Technician 13 -- 5 -- 18 18 --
Quantity Survey 1 -- -- 1 -- 1 --
Topographical Surveyor 2 -- -- 2 -- 2 --
Preparation/Measurement 1 -- -- 1 -- 1 --
Logistics Manager 1 -- -- 1 -- 1 --
Translator -- 1 -- 1 -- 1 --
Mechanic 3 2 -- 3 2 5 --
Mechanic Assistent -- 1 -- -- 1 1 --
Team leader 27 -- 25 2 27 --
Camp manager 1 -- -- 1 -- 1 --
Topographic assistant -- 5 -- 1 4 5 --
Laboratory assistant -- 12 -- 4 8 12 --
Concrete Plant Operator 3 -- -- 3 -- 3 --
Steel Molder -- 18 -- -- 18 18 --
SAP controller 1 -- -- 1 -- 1 --
Machine Operators -- 56 -- 23 33 56 --
Carpenter -- 12 -- -- 12 12 --
Blacksmith -- 10 -- -- 10 10 --
Black Smith Assistent -- 1 -- -- 1 1 --
Mason -- 39 -- -- 39 39 --
Driver -- 32 -- 5 27 32 --
Operations assistant -- 1 -- -- 1 1 --
Electricion -- 2 -- 2 -- 2 --
Clinic 1 1 -- -- 2 2 --
Guard -- 50 -- -- 50 50 --
Cook -- 8 -- -- 8 6 2
Cook Assistant -- 2 -- -- 2 1 1
Cleaning labourer -- 12 -- -- 12 7 5
Cleaning assistant -- 3 -- -- 3 -- 3
Gen. Labourer -- -- 210 -- 210 172 38
SUBTOTAL CONTRATORS 56 324 215 105 490 541 54
Technical team Skilled worker Unskilled worker FOREIGNER LOCAL MALE FEMALE
NIZVAN Drivers -- 15 -- -- 15 15 --
Infraguarda Gen. Labourer -- 31 -- -- 31 31 --
L.J.Bacar Driver -- 1 -- -- 1 1 --
Const.A.Varida Driver -- 15 -- 0 15 15 --
Abnasar, Lda Mechanic -- 1 -- -- 1 1 --
Mashova Drivers -- 8 -- -- 8 8 --
RCM Machine Operators -- 9 -- 9 -- 9 --
MYS Drivers -- 1 -- -- 1 1 --
Tâmega Drivers 4 6 -- 4 6 10 --
SonilMaz Drivers -- 12 -- -- 12 12 --
Moviterras Drivers -- 5 -- -- 5 5 --
Topographic surveyor 2 -- -- 2 -- 2 --
Topographic assistant -- 2 -- -- 2 2 --
Phoenix Drivers -- 33 -- 33 -- 33 --
Rosas Machine Operators -- 7 -- 3 4 7 --
Drivers -- 1 -- -- 1 1 --
Mechanic -- 1 -- -- 1 1 --
Servitrade Drivers/ Machine Operators -- 6 -- -- 6 6 --
JCM Machine Operators 1 2 -- 1 2 3 --
Pérola
Construções
Machine Operators -- 2 -- -- 2 2 --
Irmãos Rocha Machine Operators -- 2 -- 2 -- 2 --
TOTAL 7 160 0 54 113 167 0
63 484 215 159 603 708 54TOTAL
Section / Category
CATEGORY
Viamapa
TechnicalSupport
Department
ProductionDepartment
SA RENT CAR
Rehabilitation and Upgrading of N1 Road between Namialo and Rio Lurio (149,7 Km) in Nampula Province:
Lot 2 – Mecutuchi Bridge – Rio Lurio (74,7 Km)
Subcontractors
EHS
Depart.
NATIONALITY GENDER
Section / Category

APPENDIX 4.4 - SCHEDULE OF SITE INSTRUCTIONS

Serial
No.
Original
Issue
Date
Site Instruction
No.
Description (Subject)
Contract
Reference
BOQ
Item/VO
Comment/
Remark
1 23-Jan-12 1
Removal and grubbing of large trees in Section
1 and 3
TS 1700
17.01,
17.02
2 2-Feb-12 2
Removal and grubbing of large trees from
Mecutuchi Bridge to Rio Lurio
TS 1700
17.01,
17.02
3 1-Mar-12 3
Baseline Survey for Km 116+750 to Km
122+000, Km 134+050 to Km 134+550, Km
136+250 to Km 136+750
ESMP Part
E
4 1-Mar-12 4 Clearing and grubbing for the road reserve TS 1700 17.01, 17.03
5 1-Mar-12 5
Clearing and grubbing of inlet and outlet of
Culverts from Km 96+600 to Km 122+000,
Km 134+050 to Km 135+750
TS 1700 17.04, 17.05
6 1-Mar-12 6 Baseline Survey for campsite and access road
ESMP Part
E
7 1-Mar-12 7 Baseline Survey for borrow pit NG 15
ESMP Part
E
8 1-Mar-12 8
Baseline Survey for borrow pits New 02 at Km
132+500 RHS, New 03 at Km 140+700 RHS,
NG 16 at Km 136+500 LHS, Proposed quarry
at Namtaca at Km 105+000 LHS, Alua at Km
120+000 LHS and Namapa at Km 143+000
LHS
ESMP Part
E
9 19-Mar-12 9
Baseline Survey for road section from Km
143+700 to Km 149+700, borrow pits New 02
at Km 132+500 RHS, New 03 at Km 140+700
RHS, NG 16 at Km 136+500 LHS
ESMP Part
E
10 19-Mar-12 10
Clearing and grubbing, removal of large trees,
clearing and grubbing of inlet and outlet
drainage structures for the road section from
Km 143+700 to Km 149+700,
TS 1700
17.01, 17.04,
17.05(a)(b)(c
11 19-Mar-12 11 Specify the trial section for embankment fills
12 11-Apr-12 12
Construction of Road bed from Km 136+750
to Km 142+840, Removal of Unsutitable
material as and when instructed by the
Engineer, Conduct Visual Baseline Survey in
the following section: Section 6: Km 80+050 to
Km 95+600, Section 7: Km 75+000 to Km
79+550, Section 8: Km 79+550 to Km 80+050
and Section 9: Km 93+000 to Km 95+600
TS 3300
33.10,
33.04/33.07
Rehablitation and Upgrading of N1 Road between Namialo and Lurio in Nampula Province,
Lot 2: Mecutuchi Bridge to Rio Lurio (74.7km)
Register of Site Instructions
Contract No.: CB-MCA-MOZ-RR-01/11-P152B

Serial
No.
Original
Issue
Date
Site Instruction
No.
Contract
Reference
BOQ
Item/VO
Comment/
Remark
13 11-Apr-12 13
Remove Top soil and Overburden in the
borrow pit New 03 at Km 140+700 RHS
TS 3100
31.01
14 11-Apr-12 14
Construct Trial Section on Km 142+840 to Km
143+040
TS 3300 33.10/33.15
15 11-Apr-12 16
Clearing and Grubbing of the road reserve, at
inlet and outlet of drainage structures and
cleaning of drainage structure on the following
sections: Section 6: Km 80+050 to Km
95+600, Section 7: Km 75+000 to Km 79+550,
Section 8: Km 79+550 to Km 80+050 and
Section 9: Km 93+000 to Km 95+600
TS 1700
17.04 and
17.05
16 11-Apr-12 17
Supply and Install DSTV Sets for each of the
Engineer's Houses
TS 1400
14.06 (b),
14.08(b)(2)
17 16-Apr-12 18
Clearing and grubbing at the Culvert No.123 at
Km 141+075
TS 1700
17.04 and
17.05
18 28-Apr-12 18
Replacement of a Mobile Cell Phone which
was stolen belonging to Senior Inspector of
Works
TS 1400
14.12
19 28-Apr-12 19
Conduct baseline Survey for Quarry at Ocua
Chiure at Km 170+000 RHS
ESMP Part
E
20 28-Apr-12
20
Construct land fill ramp at the material storage
feed bin for the Concrete batching plant at Km
110+000
TS 13000
21 7-May-12
22
Excavation in soft material at Culvert No.124
at Km 142+316
TS 6100
17.06 (a)(ii),
B33.04,
61.02 (a)(i)
22 7-May-12
23
at Km 140+300
TS 6100
17.06 (a)(ii),
B33.04,
61.02 (a)(i)
23 7-May-12
24
at Km 141+031
TS 6100
17.06 (a)(ii),
B33.04,
61.02 (a)(i)
24 7-May-12
25
at Km 133+858
TS 6100
17.06 (a)(ii),
B33.04,
61.02 (a)(i)
25 7-May-12
27
at Km 138+938
TS 6100
17.06 (a)(ii),
B33.04,
61.02 (a)(i)
26 14-May-12
28
Earthworks for diversion at Culvert 122 at Km
140+300
TS 1500
15.02 (b),
15.06
27 14-May-12
29
Earthworks for diversion at Culvert 122 at Km
140+300
TS 1500
15.02 (b),
15.06
28 22-May-12
30
Clearing and grubbing at the Culverts No.104
at Km 109+884, No.105 at Km 112+421,
No.106 at Km 112+896, No.107 at Km
114+616, No.108 at Km 115+568 and 109 at
Km 120+337
TS 1500
15.02 (b),
15.06
29 22-May-12
31
Demolish and disposal of material from
wingwalls on Culvert 115 at Km 129+381
TS 6100 64.06 (a)(b)
30 8-Jun-12
32
Excavation and disposal of all materials at
Culverts No.116 at Km 131+051, No.117 at
Km 131+177, No.118 at Km 131+975
TS 6100
17.06 (a)(ii),
61.02 (a)(i)

Serial
No.
Original
Issue
Date
Site Instruction
No.
Contract
Reference
BOQ
Item/VO
Comment/
Remark
31 9-Jun-12
33
Conduct baseline Survey for Mecutuchi Bridge
at Km 75+195, Muchala Bridge at Km
89+930, Mecuburie Bridge at Km 91+340,
Niheque Bridge at Km 96+865 , Namapa
Bridge at Km 145+980 and Access road to
Quarry at Ocua Chiure at Km 170+000 RHS
ESMP Part
E
32 9-Jun-12
34
Clearing and grubbing on Mecuburie Bridge at
Km 91+340 and Niheque Bridge at Km
96+865
TS 1700 17.01, 17.02
33 9-Jun-12
35
Clearing and grubbing at the Culverts No.115
at Km 129+381, No.114 at Km 128+672,
No.113 at Km 127+428, No.112 at Km
126+778, No.111 at Km 122+770 and 110 at
Km 121+793
TS 1700 17.04, 17.05
34 12-Jun-12
36
Demolition, reinforcement and Concrete works
for Culvert 114 at Km 128+672
TS 6100
61.02, 62.02,
62.03, 63.01,
B64.01,
B64.06,
B66.14(b)
35 12-Jun-12
37
Reinforcement, Formwork and Concrete works
TS 6100
62.02, 62.03,
63.01,
B64.01,
B66.14(b)
36 12-Jun-12
38
Demolition, excavation, reinforcement and
Concrete works for Culvert 114 at Km
128+672
TS 6100
61.02, 62.02,
62.03, 63.01,
B64.01,
B64.06,
B66.14(b)
37 12-Jun-12
39
Demolition, excavation, reinforcement and
Concrete works for Culvert 112 at Km
126+778
TS 6100
61.02, 62.02,
62.03, 63.01,
B64.01,
B64.06,
B66.14(b)
38 12-Jun-12
40
Formwork, reinforcement and Concrete works
TS 6100
62.02, 62.03,
63.01,
B64.01,
B66.14(b)
39 12-Jun-12
41
Clearing and grubbing of inlet and outlet of
Culverts No. 69 to Km 103 (km 76+583 to
107+781)
TS 1700 17.04, 17.05
40 12-Jun-12
42
Repairs to diversions TS 1500
15.02, 15.05,
15.12
41 12-Jun-12
43
Earthworks, gravelling and temporary culvert
for diversion
TS 1500
15.02, 15.05,
15.12

Serial
No.
Original
Issue
Date
Site Instruction
No.
Contract
Reference
BOQ
Item/VO
Comment/
Remark
42 02-July-12 44
carry out the following activities in
preparation of stabilized soil cement trial
section:Accomodating traffic and maitainig
diversion.Pavement layers construted from
gravel taken from cut and borrow, including
free haul ut to 1 km.97% of modified
AASHTO density (150mm compacted layer
thickness) d. gravel subase compacted to 97%
of modified AASHTO using: non ciment
material, layer thickness 150 mm. (4) watering
the excavated pavement bedding. (5)Overhaul
in materials hauded in axcess of 1.0km
(ordinary overhaul)
TS 1500
bi 15.01 bi
34.01(ii) bi
34.04(i)
34.06 bi
34/16.02
43
Remove Top soil and Overburden in the
borrow pit New 03 at Km 140+700 RHS
TS 3100
44 02-July-12 46
carry out the following activities in
preparation of stabilized soil cement trial
section:Accomodating traffic and maitainig
(ordinary overhaul)
TS 1500
15.01
34.01(ii)
34.04(i)
34.06
34/16.02
45 02-July-12 47
(1) Chemical Stabilization (as shown on
drawings) extra over unstabilized compacted
layer (i) 150 mm layer thickness (2) Chemical
stabilization agent : (a) Cement CEM IIA (5)
Curing by covering with 50 mm sand layer
S 3500
B 35.03
B35.02
B35.04
46 02-July-12 48
Execute the clearing and grabbing activities in
strict accordancewith the provisions of the
contract Technical Specifications for (1)
Mecutuchi bridge
TS 1700
C G 17.01
RT S 17.02
47 06-July-12 49
Preparation of stabilized soil cement in the
section of Km 137+ 800 to Km 138 +
840::Accomodating traffic and maitainig
(ordinary overhaul)
TS 3400
bi 15.01 bi
34.01(ii) bi
34.04(i)
34.06 bi
34/16.02
48 06-July-12 50
Replacement of a Mobile Cell Phone which
was stolen belonging to Senior Inspector of
Works
TS 1400
14.12

Serial
No.
Original
Issue
Date
Site Instruction
No.
Contract
Reference
BOQ
Item/VO
Comment/
Remark
49 06-July-12 51
Carry out the following activities at Mecuburi
bridge. Earthworks for
diversions (2) Gravelling and
repair of diversions made up of 150mm gravell
wearing course
(3)Temporary Culverts
SS 1500
B15.02 B
15.05 B
15.12
50 10-July-12
52
Carry out the following activities at Muchala
wearing course
SS 1500
B15.02 B
15.05 B
15.12
51 14-July-12
53
Carry out the following activities at Culvert
113, Km.127+428). (1)
Earthworks for diversions (2)
Gravelling and repair of diversions made up of
150mm gravell wearing course
SS 1500
B15.02 B
15.05 B
15.12
52 16-July-12
54
Carry out the following activities at Mecutuchi
wearing course
SS 1500
B15.02 B
15.05 B
15.12
53 17-July-12
55
To carry out the following activities at Culvert
118A (1) Temporary
traffic control facilities (2) Accomodation of
traffic where the road is contructed in half
widths (3) Excavation for Structures
SS 1500
B15.02 B
15.05 B
15.12
54 17-July-12
56
To carry out baseline Survey for borrow pit
NG-10 AT Km 76+300,LHS
ESMP T
I54
No separate
Payment
55 17-July-12
57
The Engineer has noted that the Contractor has
been Covering work that has not been
approved by the Engineer on the number of
sections . These sections were also not tested
by the laboratory team. The contractor is
therefore instructed to execute the following
on these section in strict accordance with the
provisins of the contract Technical
Specifications
56 12-Mar-13 58 Shedule of Kilometre Posts
SATCC
TS 5400
SADC RTS
MANUALS
DRAWING
S
54.01 (i)
54.03 (a)
54.04 54.05
B54.11
57 12-Mar-13 59 List of Permanent Road Signs
SATCC
TS 5400
SADC RTS
MANUALS
DRAWING
S
54.01 (i)
54.03 (a)
54.04 54.05
B54.11
58 12-Mar-13 60 List of Pedestrian Crossing Sections
SATCC
TS 5500
DRAWING
S
55.01 (a)(ii)

Serial
No.
Original
Issue
Date
Site Instruction
No.
Contract
Reference
BOQ
Item/VO
Comment/
Remark
59 12-Mar-13 61 List of Proprietary Rumble Strips
SATCC
TS 5500
DRAWING
S
55.01
60 12-Mar-13 62 List of Bus Bays
SATCC
TECHNIC
AL
SPECIFICS
DRAWING
S
1700 2300
3300 3400
3500 3600
4100 4600
B58/6000
61 30-Mar-13 63
Clearing and Grubbing at the slope behind Km
128+000
TS 1700
17.01
17.03
62 10-Apr-13 64 Road Marking -List of Prohibition Lines
SATCC
TECHNIC
AL
SPECIFICS
55.02
63 24-Apr-13 65 Drawing for Sub Surface Drain
TECHNIC
AL
SPECIFICS
2100
DRAINS,
2300
21.03,21.04,2
1.06,21.07,21
.08,21.09,21.
11,21.13,B21
.15,21.17,21.
19,23.08,23.0
9,23.12,23.13
, B23.17
64 29-Apr-13 66
Clearing and Grubbing, removal of unsuitable
material to disposal, cut and borrow to fill
including freehaul, construct concrete lining
for open drains at Km 101+400 to Km
101+720 LHS
TECHNIC
AL
SPECIFICS
1700, 33,00,
23,00
17.01,17.02,
B17.06,B17.0
7,33.07,33.01
(a)(ii),23.08,
23.09,23.13
65 19-Jul-13 68 Locations for Guard Rails Installation
SATCC
TS 5200
DRAWING
S
52.01
52.04
52.08
66 26-Jul-13 69
Locations for Concrete Kerbing, Concrete
channeling, open concrete chutes and concrete
lining for open drains
SATCC
TS 2300
DRAWING
S
23.01
23.02
23.03
67 13-Aug-13 70
Compensation for material damage suffered by
the local population
SATCC
TS 3100
31.04 (a)
31.04 (b)
68 11-Sep-13 71
Construct long term signage plinths on all the
five bridges
SATCC
TS 6000
61.02 (a)(i),
61.04 (a),
61.02(d),
62.01(a),
62.02(a),
64.01(c),
B64.01(d)

APPENDIX 5.1 - SCHEDULE OF REQUESTS FOR INSPECTION AND APPROVALS

Rehabilitation and Upgrading of N 1 Road between Namialo and Rio Lurio in Nampula Province,
Mozambique Lot 2: Mecutuchi Bridge -Rio Lurio (74.7km) 31-Oct-13
REGISTER- REQUEST FOR INSPECTION/APPROVAL- Box Stucture
Ref № Subject Submited date Signed by Eng
Received by
Contractor
BC 2395 Alua Town- Inspection of masonry line drain 01.10.2013 03.10.2013 03.10.2013
BC 2396 Namapa North- inspection of masonry line drain 01.10.2013 03.10.2013 03.10.2013
BC 2397 Culvert 79- Inspection of reinforcement and formwork to cast the concrete ditch 01.10.2013 03.10.2013 03.10.2013
BC 2398 Inspection of bus bay and bus shelter of Alua Village 01.10.2013 03.10.2013 03.10.2013
BC 2399 Namapa Brdge- inspection of South gabions 02.10.2013 07.10.2013 07.10.2013
BC 2419 Namapa brdge- inspection of filled joints 05.10.2013 08.10.2013 16.10.2013
BC 2428 Namapa North- inspection of masonry line drain and grouted stone Pitching 07.10.2013 09.10.2013 09.10.2013
BC 2432 Namapa North -Inspection of masonry line drain and grouted stone pitching 08.10.2013 12.10.2013 12.10.2013
BC 2436 Namapa North- inspection of masonry line drain and grouted stone Pitching 09.10.2013 12.10.2013 12.10.2013
BC 2437 Mecutuchi bridge- inspection of North gabions 09.10.2013 12.10.2013 12.10.2013

Received by
Contractor
BC 2439 Inspection of bus bay and bus shelter of Alua Mission 10.10.2013 14.10.2013 14.10.2013
BC 2441 Namapa North -inspection of masonry line drain 10.10.2013 14.10.2013 14.10.2013
BC 2448 Inspection of bus bay and shelter of alua mission 12.10.2013 15.10.2013 15.10.2013
BC 2449 Mecuburi bridge inspection of longitudinal joint 12.10.2013 15.10.2013 15.10.2013
BC 2458 Inspectio of bus bay and bus shelter of alua mission 15.10.2013 21.10.2013 22.10.2013
BC 2475 Mecutuchi bridge -inspection of north and south gabions 18.10.2013 28.10.2013 28.10.2013
BC 2477 Namapa-inspection of masonry line drain and kerbs 18.10.2013 23.10.2013 24.10.2013
BC 2481 Namapa inspection of masonry line drain and kerbs 19.10.2013 22.10.2013 23.10.2013
BC 2485 Namapa inspection of masonry line drain and kerbs 19.10.2013 22.10.2013 23.10.2013

Received by
Contractor
BC 2490 Mecutuchi bridge- inspection of South gabions 21.10.2013 24.10.2013 25.10.2013
BC 2491 Inspection of bus bay and between shelter of alua Mission 21.10.2013 24.10.2013 25.10.2013
BC 2493
Culvert 130- Inspection of cutting bituminous surfacing and placing of kerbs and
chaneling and concrete chutes 21.10.2013 24.10.2013 25.10.2013
BC 2496 Mecutuchi bridge- inspection of south and North gabions and stone masonry 22.10.2013 24.10.2013 25.10.2013
BC 2498 Niheque bridge-inspection of longitudinal and transversal joints 22.10.2013 24.10.2013 25.10.2013
BC 2499
BC 2502 Muchala bridge- inspection of north gabion 23.10.2013 24.10.2013 25.10.2013
BC 2504 Niheque bridge-inspection of longitudinal and transversal joints 23.10.2013 24.10.2013 24.10.2013
BC 2505
BC 2508 Muchala bridge- inspection of north gabion 24.10.2013 28.10.2013 28.10.2013
BC 2510 Muchala bridge- inspection of logentudinal and transversal joints 24.10.2013 28.10.2013 28.10.2013
BC 2511
BC 2514 Muchala bridge- inspection of north and south gabions 26.10.2013 28.10.2013 28.10.2013
BC 2515 Inspection of bus bay and bus shelter of alua mission 26.10.2013 28.10.2013 28.10.2013
BC 2516
BC 2517
Rio lurio-inspection of cutting bituminous surfacing and placing of kerbs and
BC 2519 Muchala bridge-inspection of north and south gabions 26.10.2013 28.10.2013 28.10.2013
BC 2520
BC 2521
BC 2522 Culvert 79- inspection of theft-proofing of gabions 26.10.2013 28.10.2013 28.10.2013
BC 2523 Culvert 78-inspection of theft-proofing of gabions 26.10.2013 28.10.2013 28.10.2013
BC 2524 Culvert 77-inspection of theft-proofing of gabions and grouted stone pitching 26.10.2013 28.10.2013 28.10.2013
BC 2525 Culvert 76- Inspection of theft-proofing of gabions and grouted stone pitching 26.10.2013 29.10.2013 29.10.2013
BC 2526 Culvert 75- Inspection of grouted stone pitching 26.10.2013 29.10.2013 29.10.2013
BC 2527 Culvert 72-inspection of grouted stone piching and rip rap 26.10.2013 29.10.2013 29.10.2013
BC 2528 Culvert 70-Inspection of grouted stone pitching 26.10.2013 29.10.2013 29.10.2013

Received by
Contractor
BC 2531
BC 2532
BC 2534 Muchala bridge-inspection of north and south gabions 29.10.2013 30.10.2013 30.10.2013
BC 2535
BC 2536 Mecutuchi bridge-inspection of north stone pitching 29.10.2013 30.10.2013 30.10.2013
BC 2539
Bc 2540 Mecutuchi bridge- inspection of north stone pitching 30.10.2013
BC 2541 Alua Town- Inspection of masonry line drain 31.10.2013
BC 2542 Muchala bridge- inspection of north and south gabions 31.10.2013
BC 2543
chaneling and concrete chutes 31.10.2013
BC 2544 Mecuburi bridge inspection of longitudinal joint 31.10.2013
BC 2545 Alua Town- Inspection of masonry line drain 31.10.2013
BC 2546 Muchala bridge- inspection of north and south gabions 31.10.2013
BC 2547
chaneling and concrete chutes 31.10.2013
BC 2548 Mecutuchi bridge- inspection of south stone pitching 31.10.2013
VM 020
Traffic accommodation on fog spray application between 124 + 660 and 126 +
100 Rhs 30.10.2013
VM 021
900 Rhs - according to drawing attached on request nr 20 vm 30.10.2013
VM 022
900 Rhs - according to drawing attached on request nr 20 vm 30.10.2013
VM 023
400 Lhs -according to drawing attached on request nr 20 vm 30.10.2013
VM 024
100 Lhs according to drawing attached on request nr 20 vm 30.10.2013
VM 025
640 Rhs according to drawing attached on request nr 20 vm 30.10.2013
VM 026
VM 027
VM 028
Traffic accommodation on fog spray application between 134+ 100 and 137 + 100
Rhs according to drawing attached on request nr 20 vm 30.10.2013
VM 029
VM 030
VM 031
VM 032
VM 033
VM 034
Traffic accommodation on fog spray application between 142+ 480 and 143 + 000
Lhs according to drawing attached on request nr 20 vm 30.10.2013

Mozambique Lot 2: Mecutuchi Bridge -Rio Lurio (74.7km)
31-Oct-13
REGISTER - REQUEST FOR WORK /APPROVAL - Eathworks
Ref № Subject Submited date Signed by Eng Signed by Cntr
AA 1702 Subgrade between 75+000 and 75+140 Lhs 03.10.2013 08.10.2013 08.10.2013
AA 1703 Subgrade between 75+260 and 75+300 Rhs 03.10.2013 08.10.2013 08.10.2013
AA 1706
Testing the existing ground at the intersection of
access to Namapa 25.10.2013 31.10.2013 31.10.2013
AA 1707
access to Plexus 26.10.2013 31.10.2013 31.10.2013
AA 1708
Testing existing ground at the intersection of access
to Alua-school 28.10.2013
AA 1709
access to Alua Mission 29.10.2013
AA 1711
Test of natural Terrain at the intersection of the
centre of Alua 31.10.2013
AA 1712
Test of natural Terrain at the intersection of the
centre of Alua 31.10.2013
AA 1713 Natural ground test of market access of nampeu 31.10.2013

31-Oct-13
REGISTER - REQUEST FOR WORK /APPROVAL - Stabilisation
Ref Nr Subject Submited date Signed by Eng Signed by Cntr
AA 350 S Stabilisation between 76+940 and 76+280 Lhs 01.10.2013 08.10.2013 08.10.2013
AA 356 S Stabilisation between 75+000 and 75+134 Rhs 05.10.2013 08.10.2013 09.10.2013
AA 375 S Stabilisation between 85 + 360 and 86 + 580 Rhs 29.10.2013
AA 376 S Stabilisation between 84+440 and 85+360 Rhs 30.10.2013
AA 377 S Stabilisation between 83+900 and 84+440 Rhs 31.10.2013

31-Oct-13
REGISTER -REQUEST OF INSPECTION/APPROVAL - Crushed Stone Base
Ref № Ref nº Subject Submited date Signed by Eng Signed by Eng
CSB 212 Csbase between 94+300 and 94+100 Lhs 02.10.2013 23.10.2013 24.10.2013
CSB 233 Csbase between 91+420 and 91+460 Rhs 02.10.2013 08.10.2013 08.10.2013
CSB 254 CSB between 86+800 and 87+300 Lhs 12.10.2013 22.10.2013 23.10.2013
CSB 257 Csbase between 101+580 and 101+080 RHS 14.10.2013 21.10.2013 22.10.2013
CBS 278 Csbase between 80+300 and 80+800 Lhs 21.10.2013 24.10.2013 25.10.2013
CSB 294 Csbase in Namapa access centrer 28.10.2013 31.10.2013 31.10.2013
CSB 303 Csbase between 97 + 280 and 96 + 580 Rhs 30.10.2013
CSB 304 Csbase Juction of Alua Mission 30.10.2013
CSB 305 Csbase between 93+100 and 92+600 Rhs 31.10.2013

31-Oct-13
REGISTER - REQUEST FOR WORK /APPROVAL - Prime Coat
Ref Nr Subject Submited date Signed by Eng Signed by Cntr
AA 096 PC Prime coat between 107+780 and 110+840 Rhs 03.10.2013 07.10.2013 07.10.2013
AA 098 PC Prime coat between 93+100 and 94+860 Lhs 05.10.2013 08.10.2013 08.10.2013
AA 106 PC Prime coat between 85+800 and 86+300 15.10.2013 31.10.2013 31.10.2013
AA 109 PC Prime coat between 81+800 and 84+800 Lhs 23.10.2013
AA 110 PC Prime coat between 78+800 and 81+800 Lhs 24.10.2013
AA 114 PC Prime coat between 101 + 600 at 103 + 600 Rhs 28.10.2013
AA 115 PC Prime coat between 75 + 260 at 76 + 600 Lhs 30.10.2013
AA 119 PC Prime coat in the access of namapa Center 31.10.2013

31-Oct-13
REGISTER-REQUEST FOR INSPECTION/APPROVAL - Surfacing
Ref № Subject Submited date Signed by Eng Signed by Contractr
AA 175 DS 2st. Seals between 110+980 and 116+760 Rhs 03.10.2013 07.10.2013 07.10.2013
AA 176 DS 1st. Seals between 96+890 and 99+220 Lhs 03.10.2013 08.10.2013 08.10.2013
AA 183 DS 2nd Seals between 94+420 and 93+400 Lhs 10.10.2013 16.10.2013 17.10.2013
AA 188 DS 2st. Seals between 89+943 and 91+240 LhS 12.10.2013 22.10.2013 23.10.2013
AA 191 DS 1st Seals between 88+800 and 87+600 Lhs 14.10.2013 22.10.2013 23.10.2013
AA 195 DS 2st Seals between 86+300 and 87+640 Lhs 17.10.2013 21.10.2013 22.10.2013
AA 199 DS 1st. Sealas between 106+980 and 108+480 Rhs 18.10.2013 23.10.2013 24.10.2013
AA 200 DS 2st.Seals between 110+980 and 106+960 Rhs 19.10.2013 24.10.2013 25.10.2013
AA 201 DS 1st.Seals between 105+100 and 106+980 Rhs 21.10.2013 24.10.2013 25.10.2013
AA 204 DS 2st. Seals between 103+860 and105+ 100 Rhs 24.10.2013 29.10.2013 30.10.2013
AA 205 DS 1st. Seals between 103+600 and 103+860 Rhs 24.10.2013
AA 209 DS 1st. Seals between 80+500 and 83+000 Lhs 28.10.2013
AA 210 DS 2st. Seals between 80+620 and 83+700 Lhs 29.10.2013
AA 25 FS Fog- Spray between 145+972 at 145+600 Lhs 03.10.2013 05.10.2013 08.10.2013
AA 29 FS Fog-Spray between 96+887 at 96+080 Lhs 09.10.2013 11.10.2013 11.10.2013
AA 37 FS Fog-spray between 81+943 at 91+420 Lhs 14.10.2013 22.10.2013 23.10.2013
AA 47 FS Fog-spray between 130+400 at 132+860 Rhs 18.10.2013 23.10.2013 24.10.2013
AA 50 FS Fog-spray between 132+640 at 134+840 Rhs 21.10.2013 24.10.2013 25.10.2013
AA 51 FS Fog-spray between 107+380 and 106+900 Rhs 22.10.2013 24.10.2013 25.10.2013
AA 52 FS Fog-spray between 134+100 and 137+500 Lhs 22.10.2013 30.10.2013 30.10.2013
AA 53 FS Fog-spray between 105+100 and 106+900 Rhs 23.10.2013
AA 61 FS Fog-spray between 142+480 and 143+020 Lhs 29.10.2013
AA 62 FS Fog-spray between 80 + 620 at 83 + 720 Lhs 30.10.2013

APPENDIX 5.2 - SUMMARY OF LABORATORY TEST RESULTS

From To
107+730 110+840 3110 RHS 1-Oct-13 0.181 0.178 1.02 0.91 5.0
RHS 0.170 0.175 0.97
RHS 0.170 0.175 0.97
RHS 0.181 0.175 1.04
RHS 0.189 0.178 1.06
RHS 0.118 0.175 0.67 Approved
RHS 0.195 0.175 1.12
RHS 0.180 0.178 1.01
RHS 0.147 0.175 0.84
RHS 0.144 0.178 0.81
RHS 0.134 0.179 0.75
RHS 0.123 0.178 0.69
105+100 107+780 2680 RHS 4-Oct-13 0.140 0.178 0.79 0.78 5.0
RHS 0.145 0.175 0.83
RHS 0.137 0.178 0.77
RHS 0.138 0.178 0.78
RHS 0.159 0.178 0.89 Approved
RHS 0.125 0.175 0.71
RHS 0.125 0.175 0.71
RHS 0.153 0.178 0.86
RHS 0.130 0.175 0.74
RHS 0.130 0.175 0.74
RHS 0.138 0.178 0.78
RHS 0.145 0.179 0.81
94+840 93+100 1740 LHS 4-Oct-13 0.136 0.178 0.77 0.86 5.0
LHS 0.207 0.179 1.16
LHS 0.158 0.178 0.89
LHS 0.150 0.178 0.84 Approved
LHS 0.153 0.178 0.86
LHS 0.139 0.179 0.78
LHS 0.140 0.178 0.79
LHS 0.146 0.179 0.82
93+100 91+430 1670 LHS 8-Oct-13 0.150 0.178 0.84 0.82 5.0
LHS 0.133 0.175 0.76
LHS 0.151 0.178 0.85
LHS 0.150 0.179 0.84 Approved
LHS 0.143 0.178 0.81
LHS 0.147 0.175 0.84
LHS 0.152 0.178 0.86
LHS 0.135 0.178 0.76
91+240 89+940 1300 LHS 10-Oct-13 0.132 0.180 0.73 0.80 5.0
LHS 0.136 0.179 0.76
LHS 0.133 0.175 0.76
LHS 0.142 0.178 0.80 Approved
Project: Rehabilitation of N1 Road between Namialo and Rio Lurio
Contract No: CB-MCA-MOZ-RR-01/11-P152B
Summary of Application Rate of PRIME COAT on Prepared Crushed Stone Base
Chainage
Total
Length
(m)
Side Date
Bitumen
Weight
(kg)
Tray
area
(m2)
Spray
Rate
(kg/m2)
Average
Spray Rate
(kg/m2)
Req=0.8
width
(m)
Remarks

From To
Chainage
Total
Length
(m)
Side Date
Bitumen
Weight
(kg)
Tray
area
(m2)
Spray
Rate
(kg/m2)
Average
Spray Rate
(kg/m2)
Req=0.8
width
(m)
Remarks
LHS 0.148 0.180 0.82 As
LHS 0.149 0.179 0.83 Noted
LHS 0.160 0.175 0.92
LHS 0.142 0.178 0.80
91+180 91+220 40 RHS 10-Oct-13 0.185 0.178 1.04 0.93 5.0
RHS 0.192 0.175 1.09
RHS 0.189 0.178 1.06
RHS 0.127 0.175 0.72 Approved
RHS 0.118 0.178 0.66
RHS 0.169 0.175 0.96
RHS 0.135 0.178 0.76
RHS 0.193 0.175 1.10
89+940 88+800 1140 LHS 11-Oct-13 0.140 0.180 0.78 0.79 5.0
LHS 0.149 0.179 0.83
LHS 0.145 0.178 0.82 Approved
LHS 0.136 0.180 0.76 As
LHS 0.128 0.179 0.71 Noted
LHS 0.148 0.178 0.83
88+800 87+300 1500 LHS 12-Oct-13 0.160 0.180 0.89 0.85 5.0
LHS 0.143 0.179 0.80
LHS 0.147 0.175 0.84
LHS 0.164 0.178 0.92 Approved
LHS 0.158 0.180 0.88
LHS 0.157 0.179 0.88
LHS 0.104 0.175 0.60
LHS 0.184 0.178 1.04
87+300 86+300 1000 LHS 14-Oct-13 0.162 0.178 0.91 0.84 5.0
LHS 0.142 0.175 0.81
LHS 0.150 0.178 0.84
LHS 0.141 0.179 0.79 Approved
LHS 0.144 0.178 0.81
LHS 0.147 0.175 0.84
LHS 0.153 0.178 0.86
LHS 0.146 0.179 0.82
86+300 85+800 500 LHS 15-Oct-13 0.159 0.178 0.89 0.88 5.0
LHS 0.145 0.175 0.83 Approved
LHS 0.170 0.178 0.96
LHS 0.150 0.175 0.86
103+600 105+100 1500 RHS 19-Oct-13 0.142 0.178 0.80 0.75 5.0
RHS 0.143 0.179 0.80 Approved
RHS 0.142 0.178 0.80
RHS 0.110 0.179 0.62
84+800 85+800 1000 LHS 21-Oct-13 0.161 0.178 0.91 0.81 5.0
LHS 0.156 0.179 0.87
LHS 0.144 0.178 0.81 Approved
LHS 0.143 0.179 0.80
LHS 0.134 0.178 0.75
LHS 0.132 0.179 0.74
78+800 76+600 2200 LHS 25-Oct-13 0.146 0.178 0.82 0.78 5.0
LHS 0.150 0.175 0.86
LHS 0.130 0.178 0.73

From To
Chainage
Total
Length
(m)
Side Date
Bitumen
Weight
(kg)
Tray
area
(m2)
Spray
Rate
(kg/m2)
Average
Spray Rate
(kg/m2)
Req=0.8
width
(m)
Remarks
LHS 0.145 0.175 0.83 Approved
LHS 0.126 0.178 0.71
LHS 0.135 0.175 0.77
LHS 0.151 0.178 0.85
LHS 0.114 0.175 0.65
75+000 75+120 120 RHS 27-Oct-13 0.139 0.178 0.78 0.84 5.0
RHS 0.150 0.175 0.86
RHS 0.151 0.178 0.85 Approved
RHS 0.150 0.175 0.86
75+000 75+120 120 LHS 27-Oct-13 0.149 0.178 0.84 0.81 5.0
LHS 0.137 0.175 0.78
LHS 0.145 0.178 0.82 Approved
LHS 0.140 0.175 0.80
103+600 101+600 2000 RHS 29-Oct-13 0.155 0.180 0.86 0.90 5.0
RHS 0.146 0.179 0.81 Approved
RHS 0.138 0.178 0.78 As
RHS 0.168 0.180 0.93 Noted
RHS 0.176 0.179 0.98
RHS 0.183 0.178 1.03
75+250 76+600 1350 LHS 30-Oct-13 0.128 0.178 0.72 0.79 5.0
LHS 0.145 0.175 0.83
LHS 0.134 0.178 0.75
LHS 0.132 0.178 0.74 Approved
LHS 0.140 0.179 0.78
LHS 0.150 0.178 0.84
LHS 0.134 0.175 0.76
LHS 0.155 0.178 0.87
145+580 145+980 400 RHS 31-Oct-13 0.147 0.180 0.82 0.79 5.0
RHS 0.157 0.179 0.88
RHS 0.161 0.178 0.91
RHS 0.128 0.180 0.71
RHS 0.121 0.179 0.67
RHS 0.130 0.178 0.73
RHS 0.140 0.180 0.78 Approved
RHS 0.138 0.179 0.77
RHS 0.163 0.178 0.92
RHS 0.137 0.180 0.76
RHS 0.139 0.179 0.77
RHS 0.141 0.178 0.79
From To
96+890 95+660 1230 LHS 6-Oct-13 0.210 0.178 1.18 1.19 5.0
width
(m)
RemarksDate
Bitumen
Weight
(kg)
Tray
Area
(m2)
Spray
Rate
(kg/m2)
Average
Spray Rate
(l/m2)
Req=1.2
80/100 Pen. Bitumen Application Rate for First Seal
Chainage
Total
Length
(m)
Side

From To
Chainage
Total
Length
(m)
Side Date
Bitumen
Weight
(kg)
Tray
area
(m2)
Spray
Rate
(kg/m2)
Average
Spray Rate
(kg/m2)
Req=0.8
width
(m)
Remarks
LHS 0.208 0.175 1.19
LHS 0.211 0.178 1.19
LHS 0.203 0.175 1.16
LHS 0.202 0.175 1.15
LHS 0.221 0.178 1.24 Approved
LHS 0.210 0.175 1.20 As
LHS 0.210 0.178 1.18 Noted
LHS 0.210 0.175 1.20
LHS 0.215 0.178 1.21
LHS 0.208 0.175 1.19
LHS 0.208 0.178 1.17
95+660 94+420 1240 LHS 7-Oct-13 0.257 0.178 1.45 1.23 5.0
LHS 0.248 0.179 1.39
LHS 0.203 0.178 1.14
LHS 0.227 0.179 1.27
LHS 0.205 0.178 1.15
LHS 0.213 0.179 1.19 Approved
LHS 0.220 0.178 1.24 As
LHS 0.204 0.179 1.14 Noted
LHS 0.220 0.178 1.24
LHS 0.203 0.179 1.14
LHS 0.230 0.178 1.30
LHS 0.195 0.178 1.10
94+420 93+160 1260 LHS 9-Oct-13 0.216 0.178 1.22 1.18 5.0
LHS 0.214 0.179 1.20
LHS 0.215 0.178 1.21
LHS 0.220 0.179 1.23
LHS 0.211 0.178 1.19
LHS 0.225 0.179 1.26 Approved
LHS 0.193 0.178 1.09
LHS 0.205 0.179 1.15
LHS 0.208 0.178 1.17
LHS 0.199 0.179 1.11
LHS 0.202 0.178 1.14
LHS 0.207 0.179 1.16
93+100 91+400 1700 LHS 11-Oct-13 0.255 0.178 1.43 1.22 5.0
LHS 0.243 0.175 1.39
LHS 0.188 0.178 1.06
LHS 0.148 0.175 0.84
LHS 0.215 0.178 1.21
LHS 0.157 0.175 0.90
LHS 0.254 0.178 1.43
LHS 0.215 0.175 1.23 Not
LHS 0.132 0.178 0.74 Approved
LHS 0.175 0.175 1.00
LHS 0.252 0.178 1.42
LHS 0.270 0.175 1.54
LHS 0.221 0.178 1.24
LHS 0.210 0.175 1.20
LHS 0.246 0.178 1.38
LHS 0.253 0.175 1.44

From To
Chainage
Total
Length
(m)
Side Date
Bitumen
Weight
(kg)
Tray
area
(m2)
Spray
Rate
(kg/m2)
Average
Spray Rate
(kg/m2)
Req=0.8
width
(m)
Remarks
91+240 89+940 1300 LHS 12-Oct-13 0.127 0.178 0.72 1.27 5.0
LHS 0.128 0.179 0.72
LHS 0.260 0.178 1.46
LHS 0.260 0.179 1.46
LHS 0.228 0.178 1.28 Approved
LHS 0.228 0.179 1.28
LHS 0.247 0.178 1.39
LHS 0.252 0.179 1.41
LHS 0.248 0.178 1.40
LHS 0.229 0.178 1.29
LHS 0.256 0.178 1.44
LHS 0.256 0.179 1.43
88+800 87+620 1180 LHS 14-Oct-13 0.232 0.178 1.31 1.24 5.0
LHS 0.244 0.179 1.37
LHS 0.217 0.178 1.22
LHS 0.218 0.176 1.24
LHS 0.219 0.178 1.23
LHS 0.215 0.179 1.20 Approved
LHS 0.202 0.178 1.14
LHS 0.219 0.179 1.23
LHS 0.211 0.178 1.19
LHS 0.215 0.179 1.20
LHS 0.221 0.178 1.24
LHS 0.224 0.179 1.25
87+620 86+300 1320 LHS 16-Oct-13 0.235 0.178 1.32 1.20 5.0
LHS 0.222 0.175 1.27
LHS 0.225 0.178 1.27
LHS 0.234 0.175 1.33
LHS 0.213 0.175 1.21
LHS 0.206 0.178 1.16 Approved
LHS 0.218 0.175 1.24
LHS 0.229 0.178 1.29
LHS 0.223 0.175 1.27
LHS 0.207 0.178 1.16
LHS 0.118 0.175 0.67
LHS 0.220 0.175 1.25
110+840 109+500 1340 RHS 18-Oct-13 0.207 0.178 1.17 1.16 5.0
RHS 0.207 0.178 1.16
RHS 0.209 0.178 1.18
RHS 0.204 0.179 1.14
RHS 0.202 0.178 1.14 Approved
RHS 0.168 0.179 0.94
RHS 0.207 0.178 1.17
RHS 0.217 0.179 1.22
RHS 0.221 0.178 1.24
RHS 0.212 0.179 1.19
RHS 0.220 0.178 1.24
RHS 0.201 0.179 1.13

From To
Chainage
Total
Length
(m)
Side Date
Bitumen
Weight
(kg)
Tray
area
(m2)
Spray
Rate
(kg/m2)
Average
Spray Rate
(kg/m2)
Req=0.8
width
(m)
Remarks
109+500 108+160 1340 RHS 18-Oct-13 0.216 0.178 1.21 1.23 5.0
RHS 0.222 0.175 1.27
RHS 0.205 0.178 1.15
RHS 0.205 0.175 1.17
RHS 0.218 0.175 1.24 Approved
RHS 0.215 0.178 1.21
RHS 0.212 0.175 1.21
RHS 0.220 0.178 1.24
RHS 0.220 0.175 1.25
RHS 0.220 0.178 1.24
RHS 0.228 0.175 1.30
RHS 0.216 0.178 1.21
108+160 106+860 1300 RHS 18-Oct-13 0.212 0.178 1.19 1.22 5.0
RHS 0.210 0.175 1.20
RHS 0.220 0.178 1.24
RHS 0.214 0.175 1.22
RHS 0.225 0.178 1.27
RHS 0.220 0.175 1.25 Approved
RHS 0.215 0.178 1.21
RHS 0.210 0.175 1.20
RHS 0.220 0.178 1.24
RHS 0.195 0.175 1.11
RHS 0.204 0.178 1.15
RHS 0.236 0.175 1.35
106+860 105+540 1320 RHS 15-Oct-13 0.215 0.178 1.21 1.24 5.0
RHS 0.230 0.175 1.31
RHS 0.230 0.178 1.29
RHS 0.231 0.175 1.32
RHS 0.215 0.178 1.21
RHS 0.217 0.175 1.24 Approved
RHS 0.222 0.178 1.25
RHS 0.222 0.175 1.27
RHS 0.218 0.178 1.23
RHS 0.218 0.175 1.24
RHS 0.200 0.178 1.12
RHS 0.223 0.178 1.25
105+540 105+100 440 RHS 21-Oct-13 0.214 0.178 1.20 1.16 5.0
RHS 0.204 0.179 1.14
RHS 0.200 0.178 1.13 Approved
RHS 0.208 0.179 1.16
105+100 103+820 1280 RHS 22-Oct-13 0.214 0.178 1.20 1.18 5.0
RHS 0.208 0.175 1.19
RHS 0.219 0.178 1.23
RHS 0.225 0.175 1.28
RHS 0.208 0.178 1.17
RHS 0.197 0.175 1.12 Approved
RHS 0.205 0.178 1.15
RHS 0.205 0.175 1.17
RHS 0.222 0.178 1.25
RHS 0.210 0.175 1.20
RHS 0.204 0.178 1.15

From To
Chainage
Total
Length
(m)
Side Date
Bitumen
Weight
(kg)
Tray
area
(m2)
Spray
Rate
(kg/m2)
Average
Spray Rate
(kg/m2)
Req=0.8
width
(m)
Remarks
RHS 0.179 0.175 1.02
86+300 85+100 1200 LHS 25-Oct-13 0.210 0.178 1.18 1.18 5.0
LHS 0.213 0.178 1.20
LHS 0.208 0.178 1.17
LHS 0.209 0.175 1.19
LHS 0.222 0.178 1.25
LHS 0.206 0.175 1.17 Approved
LHS 0.215 0.178 1.21
LHS 0.201 0.175 1.15
LHS 0.225 0.178 1.27
LHS 0.206 0.175 1.17
LHS 0.188 0.178 1.06
LHS 0.203 0.175 1.16
85+100 83+800 1300 LHS 25-Oct-13 0.216 0.178 1.22 1.20 5.0
LHS 0.213 0.179 1.19
LHS 0.198 0.178 1.11
LHS 0.194 0.179 1.09
LHS 0.207 0.178 1.17
LHS 0.222 0.179 1.24 Approved
LHS 0.225 0.178 1.27
LHS 0.214 0.179 1.20
LHS 0.216 0.178 1.22
LHS 0.220 0.179 1.23
LHS 0.214 0.178 1.20
LHS 0.221 0.179 1.24
83+800 83+280 520 LHS 26-Oct-13 0.211 0.178 1.19 1.17 5.0
LHS 0.181 0.179 1.01 Approved
LHS 0.213 0.178 1.20
LHS 0.225 0.179 1.26
83+280 82+000 1280 LHS 28-Oct-13 0.215 0.178 1.21 1.23 5.0
LHS 0.217 0.179 1.22
LHS 0.226 0.178 1.27
LHS 0.220 0.179 1.23
LHS 0.215 0.178 1.21
LHS 0.216 0.179 1.21 Approved
LHS 0.228 0.178 1.28
LHS 0.224 0.179 1.25
LHS 0.219 0.178 1.23
LHS 0.214 0.179 1.20
LHS 0.220 0.178 1.24
LHS 0.211 0.179 1.18
82+000 80+720 1280 LHS 28-Oct-13 0.215 0.178 1.21 1.22 5.0
LHS 0.210 0.175 1.20
LHS 0.212 0.178 1.19
LHS 0.226 0.175 1.29
LHS 0.219 0.178 1.23
LHS 0.216 0.175 1.23 Approved
LHS 0.211 0.178 1.19
LHS 0.223 0.175 1.27
LHS 0.214 0.178 1.20
LHS 0.212 0.175 1.21

From To
Chainage
Total
Length
(m)
Side Date
Bitumen
Weight
(kg)
Tray
area
(m2)
Spray
Rate
(kg/m2)
Average
Spray Rate
(kg/m2)
Req=0.8
width
(m)
Remarks
LHS 0.210 0.178 1.18
LHS 0.220 0.175 1.25
80+060 78+740 1320 LHS 30-Oct-13 0.196 0.178 1.10 1.21 5.0
LHS 0.188 0.175 1.07
LHS 0.214 0.178 1.20
LHS 0.224 0.175 1.28
LHS 0.211 0.178 1.19
LHS 0.213 0.175 1.21 Approved
LHS 0.220 0.178 1.24
LHS 0.214 0.175 1.22
LHS 0.205 0.178 1.15
LHS 0.224 0.175 1.28
LHS 0.231 0.178 1.30
LHS 0.219 0.175 1.25
78+740 77+360 1380 LHS 30-Oct-13 0.183 0.178 1.03 1.25 5.0
LHS 0.179 0.179 1.00
LHS 0.253 0.178 1.42
LHS 0.248 0.179 1.39
LHS 0.211 0.178 1.19
LHS 0.194 0.179 1.09
LHS 0.242 0.178 1.36 Approved
LHS 0.246 0.179 1.38
LHS 0.245 0.178 1.38
LHS 0.219 0.179 1.23
LHS 0.223 0.178 1.26
LHS 0.221 0.179 1.24
75+000 75+120 -120 LHS 31-Oct-13 0.218 0.178 1.23 1.28 5.0
LHS 0.225 0.179 1.26
LHS 0.229 0.178 1.29 Approved
LHS 0.237 0.179 1.33
76+360 76+780 -420 LHS 31-Oct-13 0.214 0.178 1.20 1.31 5.0
LHS 0.223 0.175 1.27
LHS 0.252 0.178 1.42 Approved
LHS 0.234 0.175 1.33
75+000 75+120 -120 RHS 31-Oct-13 0.227 0.178 1.28 1.33 5.0
RHS 0.237 0.179 1.33
RHS 0.241 0.178 1.36 Approved
RHS 0.241 0.179 1.35
From To
99+020 97+800 1220 LHS 3-Oct-13 8.634 0.366 23.59 21.61 5.0
LHS 7.984 0.366 21.81
LHS 7.760 0.366 21.20
LHS 7.624 0.366 20.83
LHS 7.780 0.366 21.26
LHS 7.620 0.366 20.82 Approved
Remarks
19mm Chippings Application Rate for First Seal
Chainage
Total
Length
(m)
Side Date
Agg.
Weight
(kg)
Tray
Area
(m2)
Rate
(kg/m2)
Average
Rate
(kg/m2)
Requ=21.5
width
(m)

From To
Chainage
Total
Length
(m)
Side Date
Bitumen
Weight
(kg)
Tray
area
(m2)
Spray
Rate
(kg/m2)
Average
Spray Rate
(kg/m2)
Req=0.8
width
(m)
Remarks
LHS 7.830 0.366 21.39
LHS 8.035 0.366 21.95
LHS 7.832 0.366 21.40
LHS 8.026 0.366 21.93
LHS 7.563 0.366 20.66
LHS 7.840 0.366 21.42
97+800 96+890 910 LHS 3-Oct-13 7.821 0.366 21.37 21.12 5.0
LHS 7.726 0.366 21.11
LHS 7.725 0.366 21.11
LHS 7.630 0.366 20.85 Approved
LHS 7.780 0.366 21.26
LHS 7.820 0.366 21.37
LHS 7.660 0.366 20.93
LHS 7.690 0.366 21.01
96+890 95+660 1230 LHS 6-Oct-13 8.060 0.366 22.02 21.29 5.0
LHS 7.780 0.366 21.26
LHS 7.620 0.366 20.82
LHS 7.615 0.366 20.81
LHS 7.790 0.366 21.28
LHS 7.760 0.366 21.20 Approved
LHS 7.860 0.366 21.48 As
LHS 7.547 0.366 20.62 Noted
LHS 7.880 0.366 21.53
LHS 7.920 0.366 21.64
LHS 7.794 0.366 21.30
LHS 7.860 0.366 21.48
95+660 94+420 1240 LHS 7-Oct-13 7.595 0.366 20.75 21.59 5.0
LHS 7.980 0.366 21.80
LHS 8.020 0.366 21.91
LHS 7.824 0.366 21.38
LHS 7.760 0.366 21.20
LHS 7.870 0.366 21.50 Approved
LHS 8.020 0.366 21.91 As
LHS 8.140 0.366 22.24 Noted
LHS 7.970 0.366 21.78
LHS 7.725 0.366 21.11
LHS 8.060 0.366 22.02
LHS 7.840 0.366 21.42
94+420 93+160 1260 LHS 9-Oct-13 8.084 0.366 22.09 21.53 5.0
LHS 7.490 0.366 20.46
LHS 7.984 0.366 21.81
LHS 7.634 0.366 20.86
LHS 8.180 0.366 22.35
LHS 8.030 0.366 21.94
LHS 7.692 0.366 21.02 Approved
LHS 7.760 0.366 21.20
LHS 7.790 0.366 21.28
LHS 7.890 0.366 21.56
LHS 7.970 0.366 21.78
LHS 8.040 0.366 21.97
93+100 91+400 1700 LHS 11-Oct-13 7.790 0.366 21.28 21.00 5.0

From To
Chainage
Total
Length
(m)
Side Date
Bitumen
Weight
(kg)
Tray
area
(m2)
Spray
Rate
(kg/m2)
Average
Spray Rate
(kg/m2)
Req=0.8
width
(m)
Remarks
LHS 7.388 0.366 20.19
LHS 7.860 0.366 21.48
LHS 8.050 0.366 21.99
LHS 7.840 0.366 21.42
LHS 8.020 0.366 21.91
LHS 7.860 0.366 21.48
LHS 7.790 0.366 21.28 Not
LHS 7.543 0.366 20.61 Approved
LHS 7.760 0.366 21.20
LHS 7.290 0.366 19.92
LHS 7.063 0.366 19.30
LHS 7.980 0.366 21.80
LHS 7.540 0.366 20.60
LHS 7.500 0.366 20.49
LHS 7.700 0.366 21.04
78+740 77+360 1380 LHS 11-Oct-13 8.066 0.366 22.04 21.74 5.0
LHS 7.553 0.366 20.64
LHS 8.072 0.366 22.05
LHS 8.130 0.366 22.21
LHS 8.217 0.366 22.45
LHS 8.197 0.366 22.40
LHS 7.940 0.366 21.69 Approved
LHS 7.612 0.366 20.80
LHS 7.805 0.366 21.33
LHS 7.881 0.366 21.53
LHS 8.070 0.366 22.05
LHS 7.920 0.366 21.64
91+240 89+940 1300 LHS 12-Oct-13 7.718 0.366 21.09 21.49 5.0
LHS 7.790 0.366 21.28
LHS 8.260 0.366 22.57
LHS 8.020 0.366 21.91
LHS 8.083 0.366 22.08
LHS 8.088 0.366 22.10 Approved
LHS 7.923 0.366 21.65
LHS 8.000 0.366 21.86
LHS 7.444 0.366 20.34
LHS 7.968 0.366 21.77
LHS 7.819 0.366 21.36
LHS 7.253 0.366 19.82
89+800 88+800 1000 LHS 14-Oct-13 8.100 0.366 22.13 21.49 5.0
LHS 7.860 0.366 21.48
LHS 7.734 0.366 21.13
LHS 7.732 0.366 21.13
LHS 7.879 0.366 21.53
LHS 7.500 0.366 20.49 Approved
LHS 7.780 0.366 21.26
LHS 8.095 0.366 22.12
LHS 8.003 0.366 21.87
LHS 8.552 0.366 23.37
LHS 7.640 0.366 20.87
LHS 7.507 0.366 20.51

From To
Chainage
Total
Length
(m)
Side Date
Bitumen
Weight
(kg)
Tray
area
(m2)
Spray
Rate
(kg/m2)
Average
Spray Rate
(kg/m2)
Req=0.8
width
(m)
Remarks
87+620 86+300 1320 LHS 16-Oct-13 8.157 0.366 22.29 21.56 5.0
LHS 7.806 0.366 21.33
LHS 7.960 0.366 21.75
LHS 7.178 0.366 19.61
LHS 8.400 0.366 22.95
LHS 8.332 0.366 22.77
LHS 7.963 0.366 21.76
LHS 8.293 0.366 22.66
LHS 7.991 0.366 21.83
LHS 7.511 0.366 20.52
LHS 7.243 0.366 19.79
LHS 7.863 0.366 21.48
101+840 109+500 -7660 RHS 18-Oct-13 7.831 0.366 21.40 21.43 5.0
RHS 7.855 0.366 21.46
RHS 7.833 0.366 21.40
RHS 7.755 0.366 21.19
RHS 7.473 0.366 20.42
RHS 8.056 0.366 22.01 Approved
RHS 7.789 0.366 21.28
RHS 7.870 0.366 21.50
RHS 8.060 0.366 22.02
RHS 7.900 0.366 21.58
RHS 7.980 0.366 21.80
RHS 7.704 0.366 21.05
109+500 108+160 1340 RHS 18-Oct-13 7.990 0.366 21.83 21.50 5.0
RHS 8.070 0.366 22.05
RHS 8.051 0.366 22.00
RHS 7.936 0.366 21.68
RHS 7.628 0.366 20.84 Approved
RHS 7.676 0.366 20.97
RHS 7.702 0.366 21.04
RHS 7.689 0.366 21.01
RHS 8.040 0.366 21.97
RHS 7.798 0.366 21.31
RHS 7.990 0.366 21.83
RHS 7.840 0.366 21.42
108+160 106+860 1300 RHS 18-Oct-13 7.816 0.366 21.36 21.13 5.0
RHS 7.850 0.366 21.45
RHS 7.850 0.366 21.45
RHS 8.320 0.366 22.73
RHS 7.854 0.366 21.46
RHS 7.475 0.366 20.42 Approved
RHS 7.822 0.366 21.37
RHS 7.740 0.366 21.15
RHS 7.160 0.366 19.56
RHS 7.340 0.366 20.05
RHS 7.741 0.366 21.15
RHS 7.838 0.366 21.42
106+860 105+540 1320 RHS 21-Oct-13 7.930 0.366 21.67 21.30 5.0
RHS 7.933 0.366 21.67
RHS 8.065 0.366 22.04

From To
Chainage
Total
Length
(m)
Side Date
Bitumen
Weight
(kg)
Tray
area
(m2)
Spray
Rate
(kg/m2)
Average
Spray Rate
(kg/m2)
Req=0.8
width
(m)
Remarks
RHS 8.095 0.366 22.12
RHS 8.488 0.366 23.19
RHS 8.616 0.366 23.54 Approved
RHS 7.527 0.366 20.57
RHS 7.857 0.366 21.47
RHS 6.850 0.366 18.72
RHS 7.400 0.366 20.22
RHS 7.388 0.366 20.19
RHS 7.390 0.366 20.19
105+540 105+100 440 RHS 21-Oct-13 7.551 0.366 20.63 21.29 5.0
RHS 7.121 0.366 19.46 Approved
RHS 8.269 0.366 22.59
RHS 8.229 0.366 22.48
105+100 103+820 1280 RHS 22-Oct-13 7.519 0.366 20.54 20.65 5.0
RHS 7.840 0.366 21.42
RHS 7.557 0.366 20.65
RHS 7.452 0.366 20.36
RHS 7.612 0.366 20.80
RHS 6.240 0.366 17.05 Approved
RHS 7.185 0.366 19.63
RHS 7.626 0.366 20.84
RHS 7.886 0.366 21.55
RHS 8.100 0.366 22.13
RHS 7.844 0.366 21.43
RHS 7.844 0.366 21.43
85+100 83+800 1300 LHS 25-Oct-13 7.881 0.366 21.53 21.44 5.0
LHS 7.946 0.366 21.71
LHS 7.670 0.366 20.96
LHS 7.490 0.366 20.46
LHS 7.984 0.366 21.81
LHS 7.890 0.366 21.56 Approved
LHS 8.090 0.366 22.10
LHS 8.040 0.366 21.97
LHS 7.892 0.366 21.56
LHS 7.900 0.366 21.58
LHS 7.520 0.366 20.55
LHS 7.880 0.366 21.53
86+300 85+100 1200 LHS 25-Oct-13 7.984 0.366 21.81 21.44 5.0
LHS 8.090 0.366 22.10
LHS 7.845 0.366 21.43
LHS 7.679 0.366 20.98
LHS 7.743 0.366 21.16
LHS 7.936 0.366 21.68
LHS 7.421 0.366 20.28 Approved
LHS 7.671 0.366 20.96
LHS 7.971 0.366 21.78
LHS 7.863 0.366 21.48
LHS 8.037 0.366 21.96
LHS 7.925 0.366 21.65
83+800 83+280 520 LHS 26-Oct-13 7.938 0.366 21.69 21.81 5.0
LHS 8.140 0.366 22.24

From To
Chainage
Total
Length
(m)
Side Date
Bitumen
Weight
(kg)
Tray
area
(m2)
Spray
Rate
(kg/m2)
Average
Spray Rate
(kg/m2)
Req=0.8
width
(m)
Remarks
LHS 7.933 0.366 21.67 Approved
LHS 7.926 0.366 21.66
83+280 82+000 1280 LHS 28-Oct-13 7.756 0.366 21.19 21.74 5.0
LHS 8.173 0.366 22.33
LHS 8.620 0.366 23.55
LHS 8.092 0.366 22.11
LHS 7.670 0.366 20.96
LHS 8.060 0.366 22.02
LHS 7.888 0.366 21.55 Approved
LHS 7.969 0.366 21.77
LHS 7.730 0.366 21.12
LHS 7.571 0.366 20.69
LHS 8.037 0.366 21.96
LHS 7.925 0.366 21.65
82+000 80+720 1280 LHS 28-Oct-13 7.662 0.366 20.93 21.53 5.0
LHS 7.640 0.366 20.87
LHS 7.734 0.366 21.13
LHS 8.060 0.366 22.02
LHS 7.696 0.366 21.03
LHS 7.893 0.366 21.57
LHS 7.744 0.366 21.16 Approved
LHS 7.931 0.366 21.67
LHS 8.010 0.366 21.89
LHS 8.209 0.366 22.43
LHS 8.030 0.366 21.94
LHS 7.941 0.366 21.70
80+060 78+740 1320 LHS 30-Oct-13 8.035 0.366 21.95 21.85 5.0
LHS 8.240 0.366 22.51
LHS 7.800 0.366 21.31
LHS 8.272 0.366 22.60
LHS 8.190 0.366 22.38
LHS 8.042 0.366 21.97
LHS 7.826 0.366 21.38 Approved
LHS 7.886 0.366 21.55
LHS 7.695 0.366 21.02
LHS 7.856 0.366 21.46
LHS 8.081 0.366 22.08
LHS 8.056 0.366 22.01
75+000 75+120 -120 LHS 31-Oct-13 8.094 0.366 22.11 21.75 5.0
LHS 7.735 0.366 21.13 Approved
LHS 7.943 0.366 21.70
LHS 8.074 0.366 22.06
77+360 76+780 580 LHS 31-Oct-13 7.780 0.366 21.26 21.16 5.0
LHS 7.712 0.366 21.07
LHS 7.573 0.366 20.69 Approved
LHS 7.907 0.366 21.60
75+000 75+120 -120 RHS 31-Oct-13 7.905 0.366 21.60 22.27 5.0
RHS 8.116 0.366 22.17
RHS 8.354 0.366 22.83 Approved
RHS 8.232 0.366 22.49

From To
Chainage
Total
Length
(m)
Side Date
Bitumen
Weight
(kg)
Tray
area
(m2)
Spray
Rate
(kg/m2)
Average
Spray Rate
(kg/m2)
Req=0.8
width
(m)
Remarks
From To
99+020 97+800 1220 LHS 3-Oct-13 0.222 0.178 1.25 1.21 5.0
LHS 0.222 0.175 1.27
LHS 0.215 0.178 1.21
LHS 0.215 0.175 1.23
LHS 0.206 0.178 1.16 Approved
LHS 0.225 0.175 1.28
LHS 0.243 0.178 1.37
LHS 0.165 0.175 0.94
LHS 0.209 0.178 1.18
LHS 0.215 0.175 1.23
LHS 0.216 0.178 1.21
97+800 96+890 910 LHS 3-Oct-13 0.182 0.178 1.02 1.18 5.0
LHS 0.217 0.175 1.24
LHS 0.218 0.178 1.23
LHS 0.210 0.175 1.20 Approved
LHS 0.205 0.178 1.15
LHS 0.213 0.175 1.21
LHS 0.214 0.178 1.20
LHS 0.213 0.175 1.21
99+020 96+890 2130 LHS 5-Oct-13 0.186 0.178 1.05 1.01 5.0
LHS 0.198 0.175 1.13
LHS 0.170 0.178 0.96 Approved
LHS 0.177 0.175 1.01 As
LHS 0.170 0.175 0.97 Noted
LHS 0.170 0.178 0.96
LHS 0.180 0.175 1.03
LHS 0.178 0.178 1.00
LHS 0.178 0.175 1.01
LHS 0.180 0.178 1.01
LHS 0.174 0.175 0.99
96+890 96+040 850 LHS 7-Oct-13 0.175 0.178 0.98 1.00 5.0
LHS 0.184 0.175 1.05 Approved
LHS 0.175 0.178 0.98 As
LHS 0.174 0.175 0.99 Noted
96+040 94+420 1620 LHS 8-Oct-13 0.170 0.178 0.96 0.98 5.0
LHS 0.178 0.179 1.00
LHS 0.170 0.178 0.96
LHS 0.180 0.179 1.01
LHS 0.176 0.178 0.99
LHS 0.174 0.179 0.97 Approved
LHS 0.174 0.178 0.98
LHS 0.176 0.179 0.99
94+420 93+400 1020 LHS 10-Oct-13 0.193 0.178 1.09 0.98 5.0
LHS 0.176 0.179 0.99
LHS 0.170 0.178 0.96
LHS 0.165 0.179 0.92 Approved
Tray
Area
(m2)
Spray
Rate
(kg/m2)
Average
Spray Rate
(l/m2)
Req=1.0
width
(m)
Remarks
Chainage
Total
Length
(m)
Side Date
Bitumen
Weight
(kg)
80/100 Pen. Bitumen Application Rate for Second Seal

From To
Chainage
Total
Length
(m)
Side Date
Bitumen
Weight
(kg)
Tray
area
(m2)
Spray
Rate
(kg/m2)
Average
Spray Rate
(kg/m2)
Req=0.8
width
(m)
Remarks
LHS 0.170 0.178 0.96
LHS 0.175 0.179 0.98
LHS 0.174 0.178 0.98
LHS 0.170 0.179 0.95
93+100 91+400 1700 LHS 12-Oct-13 0.212 0.178 1.19 1.15 5.0
LHS 0.210 0.175 1.20
LHS 0.189 0.178 1.06
LHS 0.194 0.175 1.11 Approved
LHS 0.217 0.178 1.22
LHS 0.216 0.175 1.23
LHS 0.202 0.178 1.13
LHS 0.189 0.175 1.08
91+240 89+940 1300 LHS 13-Oct-13 0.180 0.178 1.01 1.09 5.0
LHS 0.188 0.175 1.07
LHS 0.186 0.178 1.05
LHS 0.187 0.175 1.07
LHS 0.175 0.175 1.00 Approved
LHS 0.180 0.178 1.01
LHS 0.215 0.175 1.23
LHS 0.223 0.175 1.27
89+800 87+620 2180 LHS 15-Oct-13 0.176 0.178 0.99 1.01 5.0
LHS 0.174 0.175 0.99
LHS 0.185 0.178 1.04
LHS 0.176 0.175 1.00
LHS 0.174 0.178 0.98 Approved
LHS 0.173 0.175 0.99
LHS 0.177 0.178 1.00
LHS 0.180 0.175 1.03
LHS 0.187 0.178 1.05
LHS 0.176 0.175 1.00
87+620 86+300 1320 LHS 17-Oct-13 0.182 0.178 1.02 1.04 5.0
LHS 0.179 0.175 1.02
LHS 0.186 0.178 1.05
LHS 0.188 0.175 1.07 Approved
LHS 0.188 0.178 1.06
LHS 0.184 0.175 1.05
LHS 0.177 0.178 1.00
LHS 0.184 0.175 1.05
110+840 108+880 1960 RHS 19-Oct-13 0.186 0.178 1.05 1.06 5.0
RHS 0.185 0.175 1.05
RHS 0.179 0.178 1.01
RHS 0.184 0.175 1.05
RHS 0.191 0.178 1.07
RHS 0.189 0.175 1.08 Approved
RHS 0.188 0.178 1.06
RHS 0.190 0.175 1.08
RHS 0.185 0.178 1.04
RHS 0.187 0.175 1.07
108+880 106+860 2020 RHS 19-Oct-13 0.164 0.178 0.92 1.03 5.0
RHS 0.165 0.175 0.94
RHS 0.188 0.178 1.06

From To
Chainage
Total
Length
(m)
Side Date
Bitumen
Weight
(kg)
Tray
area
(m2)
Spray
Rate
(kg/m2)
Average
Spray Rate
(kg/m2)
Req=0.8
width
(m)
Remarks
RHS 0.184 0.175 1.05 Approved
RHS 0.173 0.178 0.97
RHS 0.185 0.175 1.05
RHS 0.200 0.178 1.12
RHS 0.200 0.175 1.14
106+860 105+100 1760 RHS 22-Oct-13 0.183 0.178 1.03 0.99 5.0
RHS 0.178 0.179 1.00
RHS 0.169 0.178 0.95
RHS 0.174 0.179 0.97 Approved
RHS 0.160 0.178 0.90
RHS 0.162 0.179 0.91
RHS 0.192 0.178 1.08
RHS 0.193 0.179 1.08
86+300 83+800 2500 LHS 26-Oct-13 0.177 0.178 1.00 1.01 5.0
LHS 0.186 0.175 1.06
LHS 0.182 0.178 1.02
LHS 0.184 0.175 1.05
LHS 0.186 0.178 1.05
LHS 0.190 0.175 1.08
LHS 0.170 0.178 0.96 Approved
LHS 0.176 0.175 1.00
LHS 0.180 0.178 1.01
LHS 0.174 0.175 0.99
LHS 0.170 0.178 0.96
LHS 0.170 0.175 0.97
83+800 80+720 3080 LHS 29-Oct-13 0.176 0.178 0.99 1.02 5.0
LHS 0.177 0.175 1.01
LHS 0.169 0.178 0.95
LHS 0.192 0.175 1.09
LHS 0.184 0.178 1.03
LHS 0.188 0.175 1.07
LHS 0.173 0.178 0.97 Approved
LHS 0.195 0.175 1.11
LHS 0.178 0.178 1.00
LHS 0.172 0.175 0.98
LHS 0.184 0.178 1.03
LHS 0.173 0.175 0.99
From To
99+020 96+890 2130 LHS 5-Oct-13 4.636 0.366 12.67 10.73 5.0
LHS 4.459 0.366 12.18
LHS 3.470 0.366 9.48
LHS 3.424 0.366 9.36
LHS 6.036 0.366 16.49
LHS 3.427 0.366 9.36 Approved
LHS 3.498 0.366 9.56 As
9.5mm Chippings Application Rate for Second Seal
Chainage
Total
Length
(m)
Side Date
Agg.
Weight
(kg)
Tray
Area
(m2)
Rate
(kg/m2)
Average
Rate
(kg/m2)
Requ=10.5
width
(m)
Remarks

From To
Chainage
Total
Length
(m)
Side Date
Bitumen
Weight
(kg)
Tray
area
(m2)
Spray
Rate
(kg/m2)
Average
Spray Rate
(kg/m2)
Req=0.8
width
(m)
Remarks
LHS 3.660 0.366 10.00 Noted
LHS 3.560 0.366 9.73
LHS 3.660 0.366 10.00
LHS 3.684 0.366 10.07
LHS 3.596 0.366 9.83
96+890 96+040 850 LHS 7-Oct-13 3.435 0.366 9.39 9.67 5.0
LHS 3.550 0.366 9.70 Approved
LHS 3.580 0.366 9.78 As
LHS 3.596 0.366 9.83 Noted
96+040 94+420 1620 LHS 8-Oct-13 3.630 0.366 9.92 10.23 5.0
LHS 3.731 0.366 10.19
LHS 3.775 0.366 10.31
LHS 3.695 0.366 10.10
LHS 3.784 0.366 10.34 Approved
LHS 3.760 0.366 10.27
LHS 3.784 0.366 10.34
LHS 3.790 0.366 10.36
94+420 93+400 1020 LHS 10-Oct-13 3.597 0.366 9.83 9.84 5.0
LHS 3.488 0.366 9.53
LHS 3.670 0.366 10.03
LHS 3.596 0.366 9.83 Approved
LHS 3.684 0.366 10.07
LHS 3.660 0.366 10.00
LHS 3.550 0.366 9.70
LHS 3.556 0.366 9.72
93+100 91+400 1700 LHS 12-Oct-13 3.666 0.366 10.02 10.24 5.0
LHS 3.418 0.366 9.34
LHS 3.793 0.366 10.36
LHS 3.900 0.366 10.66 Approved
LHS 3.852 0.366 10.52
LHS 3.967 0.366 10.84
LHS 3.564 0.366 9.74
LHS 3.809 0.366 10.41
89+800 87+620 2180 LHS 15-Oct-13 3.477 0.366 9.50 10.27 5.0
LHS 3.354 0.366 9.16
LHS 3.920 0.366 10.71
LHS 3.627 0.366 9.91
LHS 3.762 0.366 10.28 Approved
LHS 3.587 0.366 9.80
LHS 3.816 0.366 10.43
LHS 3.760 0.366 10.27
LHS 4.097 0.366 11.19
LHS 4.205 0.366 11.49
87+620 86+300 1320 LHS 17-Oct-13 3.685 0.366 10.07 10.09 5.0
LHS 3.760 0.366 10.27
LHS 3.790 0.366 10.36
LHS 3.764 0.366 10.28 Approved
LHS 3.660 0.366 10.00
LHS 3.730 0.366 10.19
LHS 3.780 0.366 10.33
LHS 3.372 0.366 9.21

From To
Chainage
Total
Length
(m)
Side Date
Bitumen
Weight
(kg)
Tray
area
(m2)
Spray
Rate
(kg/m2)
Average
Spray Rate
(kg/m2)
Req=0.8
width
(m)
Remarks
110+840 108+880 1960 RHS 19-Oct-13 3.423 0.366 9.35 9.87 5.0
RHS 3.139 0.366 8.58
RHS 3.537 0.366 9.66
RHS 3.099 0.366 8.47
RHS 4.140 0.366 11.31
RHS 4.188 0.366 11.44 Approved
RHS 4.400 0.366 12.02
RHS 4.400 0.366 12.02
RHS 2.907 0.366 7.94
RHS 2.877 0.366 7.86
108+800 106+860 1940 RHS 19-Oct-13 3.774 0.366 10.31 9.89 5.0
RHS 3.541 0.366 9.67
RHS 3.805 0.366 10.40
RHS 3.947 0.366 10.78 Approved
RHS 3.591 0.366 9.81
RHS 3.350 0.366 9.15
RHS 3.443 0.366 9.41
RHS 3.507 0.366 9.58
106+860 105+100 1760 RHS 22-Oct-13 3.187 0.366 8.71 10.61 5.0
RHS 3.337 0.366 9.12
RHS 3.987 0.366 10.89
RHS 4.203 0.366 11.48 Approved
RHS 4.035 0.366 11.02
RHS 4.148 0.366 11.33
RHS 4.092 0.366 11.18
RHS 4.085 0.366 11.16
86+300 83+800 2500 LHS 26-Oct-13 4.113 0.366 11.24 10.83 5.0
LHS 3.967 0.366 10.84
LHS 4.080 0.366 11.15
LHS 3.760 0.366 10.27
LHS 3.980 0.366 10.87
LHS 3.890 0.366 10.63 Approved
LHS 3.913 0.366 10.69
LHS 4.030 0.366 11.01
LHS 3.890 0.366 10.63
LHS 4.014 0.366 10.97
LHS 3.962 0.366 10.83
LHS 3.968 0.366 10.84
83+800 80+720 3080 LHS 29-Oct-13 6.312 0.366 17.25 11.59 5.0
LHS 4.150 0.366 11.34
LHS 5.450 0.366 14.89
LHS 4.840 0.366 13.22
LHS 3.568 0.366 9.75
LHS 3.644 0.366 9.96 Approved
LHS 3.560 0.366 9.73
LHS 3.580 0.366 9.78
LHS 3.896 0.366 10.64
LHS 3.850 0.366 10.52
LHS 3.996 0.366 10.92
LHS 4.066 0.366 11.11

From To Aver. Single
≥93
75+380 75+480 75+390 4.3 RHS 3 1-Oct-13 2.010 5.3 11.5 2.096 1.880 93.5
75+380 75+480 75+420 5.0 RHS 3 1-Oct-13 2.010 5.3 11.6 2.119 1.899 94.5
75+380 75+480 75+450 6.0 RHS 3 1-Oct-13 2.010 5.3 12.4 2.154 1.916 95.3
75+380 75+480 75+480 5.1 RHS 3 1-Oct-13 2.010 5.3 18.2 2.191 1.854 92.2
75+040 75+150 75+145 LHS 4 1-Oct-13 2.010 5.3 18.0 2.212 1.875 93.3
75+040 75+150 75+130 LHS 4 1-Oct-13 2.010 5.3 12.5 2.241 1.992 99.1
75+040 75+150 75+115 LHS 4 1-Oct-13 2.010 5.3 15.0 2.203 1.916 95.3
75+040 75+150 75+100 LHS 4 1-Oct-13 2.010 5.3 17.3 2.243 1.912 95.1
75+100 75+150 75+105 RHS 3 1-Oct-13 2.010 5.3 12.4 2.191 1.949 97.0
75+100 75+150 75+120 RHS 3 1-Oct-13 2.010 5.3 7.4 2.177 2.027 100.8
75+100 75+150 75+135 RHS 3 1-Oct-13 2.010 5.3 11.6 2.068 1.853 92.2
75+100 75+150 75+150 RHS 3 1-Oct-13 2.010 5.3 14.3 2.103 1.840 91.5
75+250 75+300 75+300 RHS 7 1-Oct-13 2.010 5.3 9.0 2.171 1.992 99.1
75+250 75+300 75+285 RHS 7 1-Oct-13 2.010 5.3 8.6 2.208 2.033 101.2
75+250 75+300 75+270 RHS 7 1-Oct-13 2.010 5.3 7.3 2.082 1.940 96.5
75+250 75+300 75+250 RHS 7 1-Oct-13 2.010 5.3 8.7 2.176 2.002 99.6
75+250 75+300 75+300 LHS 7 1-Oct-13 2.010 5.3 9.8 2.048 1.865 92.8
89.4 Approved
99.1 96.5 93.1 89.4 Approved
98.6 92.8 93.1 89.4 Approved
Project: Rehabilitation of N1 Road between Namialo and Rio Lurio
Contract No: CB-MCA-MOZ-RR-01/11-P152B
95.4 91.5 93.1
Remarks
93.9 92.2 93.1 89.4 Approved
95.7 93.3 93.1 89.4 Approved
Summary of Field Density of FILL LAYER
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
75+250 75+300 75+285 LHS 7 1-Oct-13 2.010 5.3 5.9 2.043 1.929 96.0
75+250 75+300 75+270 LHS 7 1-Oct-13 2.010 5.3 1.2 2.149 2.124 105.6
75+250 75+300 75+250 LHS 7 1-Oct-13 2.010 5.3 7.7 2.162 2.007 99.9
75+100 75+150 75+105 4.8 RHS 4 1-Oct-13 2.010 5.3 5.1 2.130 2.027 100.8
75+100 75+150 75+120 5.3 RHS 4 1-Oct-13 2.010 5.3 4.7 2.077 1.984 98.7
75+100 75+150 75+135 6.0 RHS 4 1-Oct-13 2.010 5.3 2.4 2.054 2.006 99.8
75+100 75+150 75+150 5.7 RHS 4 1-Oct-13 2.010 5.3 3.4 1.935 1.871 93.1
75+250 75+300 75+295 LHS 8 1-Oct-13 2.010 5.3 2.7 2.080 2.025 100.8
75+250 75+300 75+280 LHS 8 1-Oct-13 2.010 5.3 5.3 2.021 1.919 95.5
75+250 75+300 75+265 LHS 8 1-Oct-13 2.010 5.3 3.2 2.006 1.944 96.7
75+250 75+300 75+250 LHS 8 1-Oct-13 2.010 5.3 3.0 1.981 1.923 95.7
75+250 75+300 75+295 RHS 8 1-Oct-13 2.010 5.3 6.1 2.085 1.965 97.8
75+250 75+300 75+280 RHS 8 1-Oct-13 2.010 5.3 3.5 2.030 1.961 97.6
75+250 75+300 75+265 RHS 8 1-Oct-13 2.010 5.3 3.3 1.922 1.861 92.6
75+250 75+300 75+250 RHS 8 1-Oct-13 2.010 5.3 3.4 1.986 1.921 95.6
75+250 75+300 72+295 RHS 9 2-Oct-13 2.010 5.3 6.6 1.992 1.869 93.0
75+250 75+300 75+280 RHS 9 2-Oct-13 2.010 5.3 5.4 2.083 1.976 98.3
75+250 75+300 75+265 RHS 9 2-Oct-13 2.010 5.3 5.5 2.062 1.955 97.2
75+250 75+300 75+250 RHS 9 2-Oct-13 2.010 5.3 6.9 2.053 1.920 95.5
75+250 75+300 75+295 LHS 9 2-Oct-13 2.010 5.3 7.5 2.071 1.927 95.8
75+250 75+300 75+280 LHS 9 2-Oct-13 2.010 5.3 5.5 2.081 1.973 98.1
75+250 75+300 75+265 LHS 9 2-Oct-13 2.010 5.3 6.3 2.001 1.882 93.7
75+250 75+300 75+250 LHS 9 2-Oct-13 2.010 5.3 6.9 2.027 1.896 94.3
89.4 Approved
97.2 95.5 93.1 89.4 Approved
95.9 92.6 93.1 89.4 Approved
98.6 92.8 93.1 89.4 Approved
98.1 93.1 93.1
96.0 93.0 93.1
95.5 93.7
89.4 Approved
93.1 89.4 Approved

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
75+250 75+300 75+295 4.5 RHS 10 3-Oct-13 2.010 5.3 3.5 2.043 1.974 98.2
75+250 75+300 75+280 5.9 RHS 10 3-Oct-13 2.010 5.3 3.0 2.115 2.053 102.2
75+250 75+300 75+265 5.0 RHS 10 3-Oct-13 2.010 5.3 2.7 2.019 1.966 97.8
75+250 75+300 75+300 8.4 RHS 10 3-Oct-13 2.010 5.3 2.4 2.058 2.010 100.0
75+260 75+300 75+295 6.7 RHS 11 3-Oct-13 2.010 5.3 4.7 2.068 1.975 98.3 99.6 98.3 93.1 89.4 Approved
75+260 75+300 75+285 5.1 RHS 11 3-Oct-13 2.010 5.3 3.1 2.109 2.046 101.8
75+260 75+300 75+265 6.9 RHS 11 3-Oct-13 2.010 5.3 4.5 2.080 1.990 99.0
75+260 75+300 75+250 4.1 RHS 11 3-Oct-13 2.010 5.3 3.5 2.067 1.997 99.4
From To Aver Single
≥93
75+250 75+700 75+260 6.2 LHS 3-Oct-13 2.010 5.3 4.5 2.133 2.041 101.5
75+250 75+700 75+320 8.6 LHS 3-Oct-13 2.010 5.3 4.6 2.090 1.998 99.4
75+250 75+700 75+380 6.0 LHS 3-Oct-13 2.010 5.3 5.9 2.177 2.056 102.3
75+250 75+700 75+440 6.0 LHS 3-Oct-13 2.010 5.3 5.5 2.105 1.995 99.3
75+250 75+700 75+510 6.5 LHS 3-Oct-13 2.010 5.3 6.5 2.054 1.929 96.0
75+250 75+700 75+570 5.2 LHS 3-Oct-13 2.010 5.3 6.5 2.101 1.973 98.1
75+250 75+700 75+630 6.9 LHS 3-Oct-13 2.010 5.3 6.5 2.002 1.880 93.5
75+250 75+700 75+690 6.3 LHS 3-Oct-13 2.010 5.3 6.9 2.075 1.941 96.6
75+000 75+140 75+130 6.3 RHS 3-Oct-13 2.010 5.3 3.5 1.993 1.926 95.8
75+000 75+140 75+090 5.3 RHS 3-Oct-13 2.010 5.3 3.7 2.091 2.016 100.3
Approved
98.3 93.5 95.9 90.8 Approved
99.5 97.8 93.1 89.4
Summary of Field Density of SUBGRADE LAYER
97.4 95.3 95.1 91.4 Approved
Section
Chainag
e
offset
(m)
Side
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Averag
e
Comp.
Single
Value
Required Values
Remarks

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
75+000 75+140 75+050 4.5 RHS 3-Oct-13 2.010 5.3 6.5 2.041 1.916 95.3
75+000 75+140 75+010 6.1 RHS 3-Oct-13 2.010 5.3 7.9 2.126 1.970 98.0
75+000 75+140 75+130 5.8 LHS 3-Oct-13 2.010 5.3 4.0 2.149 2.066 102.8
75+000 75+140 75+090 6.4 LHS 3-Oct-13 2.010 5.3 3.2 2.158 2.091 104.0
75+000 75+140 75+050 4.3 LHS 3-Oct-13 2.010 5.3 5.2 2.076 1.973 98.2
75+000 75+140 75+010 6.3 LHS 3-Oct-13 2.010 5.3 3.5 2.161 2.088 103.9
75+260 75+300 75+295 3.6 RHS 3-Oct-13 2.010 5.3 4.8 2.189 2.089 103.9
75+260 75+300 75+285 5.6 RHS 3-Oct-13 2.010 5.3 4.8 2.132 2.034 101.2
75+260 75+300 75+270 6.9 RHS 3-Oct-13 2.010 5.3 3.7 2.081 2.007 99.8
75+260 75+300 75+260 4.7 RHS 3-Oct-13 2.010 5.3 4.8 2.035 1.942 96.6
146+070 146+120 146+080 5.8 RHS 11-Oct-13 1.981 7.0 6.2 2.067 1.946 98.2
146+070 146+120 146+090 3.9 RHS 11-Oct-13 1.981 7.0 6.5 2.066 1.940 97.9
146+070 146+120 146+100 1.7 RHS 11-Oct-13 1.981 7.0 6.6 2.050 1.923 97.1
146+070 146+120 146+110 4.5 RHS 11-Oct-13 1.981 7.0 5.6 2.055 1.946 98.2
145+860 145+990 145+870 1.6 RHS 11-Oct-13 1.981 7.0 11.1 2.142 1.928 97.3
145+860 145+990 145+110 2.3 RHS 11-Oct-13 1.981 7.0 3.7 2.050 1.977 99.8
145+860 145+990 145+150 5.0 RHS 11-Oct-13 1.981 7.0 4.6 1.968 1.881 95.0
145+860 145+990 145+990 2.0 RHS 11-Oct-13 1.981 7.0 5.3 2.057 1.953 98.6
≥95
77+460 76+940 76+950 5.5 LHS 1-Oct-13 1.940 11.1 5.9 2.144 2.025 104.4
97.9 97.1 95.1 91.4 Approved
97.7 95.0 95.1 91.4 Approved
102.2 98.2 95.1 91.4 Approved
100.4 96.6 95.1 91.4 Approved
Summary of Field Density of STABILISED SUB BASE
97.4 95.3 95.1 91.4 Approved

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
77+460 76+940 77+000 3.5 LHS 1-Oct-13 1.940 11.1 9.7 2.156 1.965 101.3
77+460 76+940 7+050 1.1 LHS 1-Oct-13 1.940 11.1 7.2 2.087 1.947 100.4
77+460 76+940 77+100 5.2 LHS 1-Oct-13 1.940 11.1 11.7 2.177 1.949 100.5
77+460 76+940 77+150 3.3 LHS 1-Oct-13 1.940 11.1 11.4 2.193 1.969 101.5
77+460 76+940 77+200 1.4 LHS 1-Oct-13 1.940 11.1 8.9 2.098 1.927 99.3
77+460 76+940 77+250 5.0 LHS 1-Oct-13 1.940 11.1 10.8 2.244 2.025 104.4
77+460 76+940 77+300 3.9 LHS 1-Oct-13 1.940 11.1 10.0 2.197 1.997 103.0
77+460 76+940 77+350 1.6 LHS 1-Oct-13 1.940 11.1 8.6 2.164 1.993 102.7
77+460 76+940 77+400 4.6 LHS 1-Oct-13 1.940 11.1 13.8 2.268 1.993 102.7
77+460 76+940 77+450 3.3 LHS 1-Oct-13 1.940 11.1 9.6 2.190 1.998 103.0
76+940 76+280 76+290 1.5 LHS 2-Oct-13 2.020 8.1 7.8 2.192 2.033 100.7
76+940 76+280 76+350 3.1 LHS 2-Oct-13 2.020 8.1 7.3 2.187 2.038 100.9
76+940 76+280 76+410 5.3 LHS 2-Oct-13 2.020 8.1 7.1 2.194 2.049 101.4
76+940 76+280 76+470 1.7 LHS 2-Oct-13 2.020 8.1 5.7 2.165 2.048 101.4
76+940 76+280 76+530 3.7 LHS 2-Oct-13 2.020 8.1 5.8 2.190 2.070 102.5
76+940 76+280 76+590 5.5 LHS 2-Oct-13 2.020 8.1 5.4 2.175 2.064 102.2
76+940 76+280 76+650 1.2 LHS 2-Oct-13 2.020 8.1 7.3 2.199 2.049 101.5
76+940 76+280 76+710 3.0 LHS 2-Oct-13 2.020 8.1 7.0 2.217 2.072 102.6
76+940 76+280 76+770 5.2 LHS 2-Oct-13 2.020 8.1 7.2 2.203 2.055 101.7
76+940 76+280 76+830 1.3 LHS 2-Oct-13 2.020 8.1 7.6 2.203 2.047 101.4
76+940 76+280 76+890 3.3 LHS 2-Oct-13 2.020 8.1 6.0 2.171 2.048 101.4
76+940 76+280 76+940 5.4 LHS 2-Oct-13 2.020 8.1 6.0 2.231 2.105 104.2
75+900 76+280 75+910 1.3 LHS 3-Oct-13 1.980 10.2 9.3 2.195 2.008 101.4
101.8 100.7 96.0 90.8 Approved
101.5 98.0 95.9 90.8 Approved
99.3 96.0 90.8
Approved
as Noted
102.1

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
75+900 76+280 75+960 3.2 LHS 3-Oct-13 1.980 10.2 9.7 2.184 1.991 100.5
75+900 76+280 75+010 5.0 LHS 3-Oct-13 1.980 10.2 8.9 2.113 1.940 98.0
75+900 76+280 76+060 1.1 LHS 3-Oct-13 1.980 10.2 8.9 2.212 2.031 102.6
75+900 76+280 76+110 3.5 LHS 3-Oct-13 1.980 10.2 8.4 2.191 2.021 102.1
75+900 76+280 76+160 5.3 LHS 3-Oct-13 1.980 10.2 8.7 2.209 2.032 102.6
75+900 76+280 76+210 1.7 LHS 3-Oct-13 1.980 10.2 8.7 2.238 2.059 104.0
75+900 76+280 76+260 3.3 LHS 3-Oct-13 1.980 10.2 8.4 2.170 2.002 101.1
75+740 75+900 75+750 1.9 LHS 4-Oct-13 1.989 9.6 11.7 2.182 1.953 98.2
75+740 75+900 75+800 3.8 LHS 4-Oct-13 1.989 9.6 10.8 2.201 1.986 99.9
75+740 75+900 75+850 5.4 LHS 4-Oct-13 1.989 9.6 11.8 2.209 1.976 99.3
75+740 75+900 75+900 1.5 LHS 4-Oct-13 1.989 9.6 10.9 2.241 2.021 101.6
75+340 75+740 75+350 1.3 LHS 5-Oct-13 2.031 11.1 10.1 2.231 2.026 99.8
75+340 75+740 75+400 3.3 LHS 5-Oct-13 2.031 11.1 9.3 2.248 2.057 101.3
75+340 75+740 75+450 5.2 LHS 5-Oct-13 2.031 11.1 10.4 2.287 2.072 102.0
75+340 75+740 75+500 1.3 LHS 5-Oct-13 2.031 11.1 8.9 2.258 2.073 102.1
75+340 75+740 75+550 3.6 LHS 5-Oct-13 2.031 11.1 10.5 2.273 2.057 101.3
75+340 75+740 75+600 5.5 LHS 5-Oct-13 2.031 11.1 11.2 2.326 2.092 103.0
75+340 75+740 75+650 1.7 LHS 5-Oct-13 2.031 11.1 9.5 2.212 2.020 99.5
75+340 75+740 75+700 3.0 LHS 5-Oct-13 2.031 11.1 8.9 2.240 2.057 101.3
75+000 75+134 75+130 2.8 RHS 6-Oct-13 2.022 9.5 5.7 2.143 2.027 100.3
75+000 75+134 75+090 4.1 RHS 6-Oct-13 2.022 9.5 9.6 2.328 2.124 105.0
75+000 75+134 75+050 2.1 RHS 6-Oct-13 2.022 9.5 6.5 2.231 2.095 103.6
75+000 75+134 75+010 3.9 RHS 6-Oct-13 2.022 9.5 6.1 2.199 2.073 102.5
101.5 98.0 95.9 90.8 Approved
99.5 95.9 90.8 Approved
100.3 95.1 91.4 Approved
98.2 95.1 91.4 Approved
101.3
102.9
99.8

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
75+000 75+134 75+130 2.8 LHS 6-Oct-13 2.022 9.5 6.6 2.143 2.010 99.4
75+000 75+134 75+090 4.1 LHS 6-Oct-13 2.022 9.5 6.7 2.328 2.182 107.9
75+000 75+134 75+050 2.1 LHS 6-Oct-13 2.022 9.5 5.6 2.231 2.113 104.5
75+000 75+134 75+010 3.9 LHS 6-Oct-13 2.022 9.5 8.0 2.199 2.036 100.7
99+120 97+920 97+930 1.1 RHS 9-Oct-13 2.006 11.3 6.9 2.151 2.012 100.3
99+120 97+920 97+995 3.7 RHS 9-Oct-13 2.006 11.3 10.4 2.238 2.027 101.1
99+120 97+920 98+060 4.9 RHS 9-Oct-13 2.006 11.3 8.0 2.238 2.072 103.3
99+120 97+920 98+125 1.3 RHS 9-Oct-13 2.006 11.3 8.9 2.254 2.070 103.2
99+120 97+920 98+190 3.3 RHS 9-Oct-13 2.006 11.3 11.2 2.280 2.050 102.2
99+120 97+920 98+255 5.1 RHS 9-Oct-13 2.006 11.3 9.8 2.217 2.019 100.7
99+120 97+920 98+320 1.0 RHS 9-Oct-13 2.006 11.3 7.5 2.194 2.041 101.7
99+120 97+920 98+385 3.0 RHS 9-Oct-13 2.006 11.3 6.5 2.177 2.044 101.9
99+120 97+920 98+450 5.2 RHS 9-Oct-13 2.006 11.3 7.2 2.205 2.057 102.5
99+120 97+920 98+515 1.4 RHS 9-Oct-13 2.006 11.3 7.4 2.224 2.071 103.2
99+120 97+920 98+580 3.8 RHS 9-Oct-13 2.006 11.3 10.8 2.237 2.019 100.6
99+120 97+920 98+645 5.0 RHS 9-Oct-13 2.006 11.3 10.8 2.247 2.028 101.1
99+120 97+920 98+710 0.9 RHS 9-Oct-13 2.006 11.3 8.7 2.208 2.031 101.3
99+120 97+920 98+775 3.5 RHS 9-Oct-13 2.006 11.3 8.8 2.242 2.061 102.7
99+120 97+920 98+840 4.9 RHS 9-Oct-13 2.006 11.3 8.1 2.251 2.082 103.8
99+120 97+920 98+905 1.2 RHS 9-Oct-13 2.006 11.3 8.9 2.234 2.051 102.3
99+120 97+920 98+970 3.3 RHS 9-Oct-13 2.006 11.3 8.6 2.214 2.039 101.6
99+120 97+920 99+035 5.3 RHS 9-Oct-13 2.006 11.3 8.6 2.248 2.070 103.2
99+120 97+920 99+100 1.5 RHS 9-Oct-13 2.006 11.3 8.8 2.216 2.037 101.5
99.4 95.1 91.4 Approved
100.3 96.0
103.1
102.0 90.8 Approved

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
96+980 97+920 96+990 1.8 RHS 11-Oct-13 1.950 10.2 7.3 2.150 2.004 102.8
96+980 97+920 97+050 3.2 RHS 11-Oct-13 1.950 10.2 7.3 2.125 1.980 101.6
96+980 97+920 97+110 5.0 RHS 11-Oct-13 1.950 10.2 6.9 2.113 1.977 101.4
96+980 97+920 97+170 1.2 RHS 11-Oct-13 1.950 10.2 6.9 2.118 1.981 101.6
96+980 97+920 97+230 3.4 RHS 11-Oct-13 1.950 10.2 7.7 2.143 1.990 102.0
96+980 97+920 97+290 5.6 RHS 11-Oct-13 1.950 10.2 7.2 2.143 1.999 102.5
96+980 97+920 97+350 1.1 RHS 11-Oct-13 1.950 10.2 8.0 2.096 1.941 99.5
96+980 97+920 97+410 3.9 RHS 11-Oct-13 1.950 10.2 8.6 2.189 2.016 103.4
96+980 97+920 97+470 5.3 RHS 11-Oct-13 1.950 10.2 8.4 2.172 2.004 102.8
96+980 97+920 97+530 5.8 RHS 11-Oct-13 1.950 10.2 10.2 2.159 1.959 100.5
96+980 97+920 97+590 0.9 RHS 11-Oct-13 1.950 10.2 7.8 2.154 1.998 102.5
96+980 97+920 97+650 4.0 RHS 11-Oct-13 1.950 10.2 9.1 2.098 1.923 98.6
96+980 97+920 97+710 5.1 RHS 11-Oct-13 1.950 10.2 7.4 2.105 1.960 100.5
96+980 97+920 97+770 5.2 RHS 11-Oct-13 1.950 10.2 7.6 2.105 1.956 100.3
96+980 97+920 97+830 5.1 RHS 11-Oct-13 1.950 10.2 9.6 2.153 1.964 100.7
96+980 97+920 97+890 1.7 RHS 11-Oct-13 1.950 10.2 6.8 2.158 2.021 103.6
146+070 146+600 146+080 6.3 RHS 12-Oct-13 1.920 10.7 6.9 2.064 1.931 100.6
146+070 146+600 146+130 5.8 RHS 12-Oct-13 1.920 10.7 7.4 2.151 2.003 104.3
146+070 146+600 146+180 2.4 RHS 12-Oct-13 1.920 10.7 10.0 2.167 1.970 102.6
146+070 146+600 146+230 7.2 RHS 12-Oct-13 1.920 10.7 9.4 2.179 1.992 103.7
146+070 146+600 146+280 7.7 RHS 12-Oct-13 1.920 10.7 13.2 2.199 1.943 101.2
146+070 146+600 146+330 4.0 RHS 12-Oct-13 1.920 10.7 13.4 2.216 1.954 101.8
146+070 146+600 146+380 1.3 RHS 12-Oct-13 1.920 10.7 9.5 2.171 1.983 103.3
98.6 96.0 90.8 Approved
100.6 96.0 90.8
Approved
as Noted
102.3
101.5

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
146+070 146+600 146+430 6.9 RHS 12-Oct-13 1.920 10.7 9.1 2.158 1.978 103.0
146+070 146+600 146+530 4.1 RHS 12-Oct-13 1.920 10.7 6.2 2.055 1.935 100.8
146+070 146+600 146+580 4.3 RHS 12-Oct-13 1.920 10.7 7.7 2.110 1.959 102.0
145+600 145+287 145+610 2.1 RHS 13-Oct-13 1.938 12.6 12.0 2.018 1.802 93.0
145+600 145+287 145+660 3.8 RHS 13-Oct-13 1.938 12.6 6.7 2.273 2.130 109.9
145+600 145+287 145+710 6.1 RHS 13-Oct-13 1.938 12.6 6.5 2.178 2.045 105.5
145+600 145+287 145+760 2.0 RHS 13-Oct-13 1.938 12.6 9.4 2.232 2.040 105.3
145+600 145+287 145+810 4.3 RHS 13-Oct-13 1.938 12.6 5.5 2.186 2.072 106.9
145+600 145+287 145+860 6.0 RHS 13-Oct-13 1.938 12.6 9.4 2.235 2.043 105.4
145+600 145+287 145+910 1.5 RHS 13-Oct-13 1.938 12.6 8.3 2.165 1.999 103.2
145+600 145+287 145+960 3.9 RHS 13-Oct-13 1.938 12.6 7.8 2.175 2.018 104.1
96+800 95+940 95+950 1.0 RHS 15-Oct-13 1.979 10.6 6.7 2.162 2.026 102.4
96+800 95+940 96+010 3.3 RHS 15-Oct-13 1.979 10.6 5.4 2.147 2.037 102.9
96+800 95+940 96+070 5.3 RHS 15-Oct-13 1.979 10.6 5.5 2.134 2.023 102.2
96+800 95+940 96+130 1.4 RHS 15-Oct-13 1.979 10.6 8.0 2.188 2.026 102.4
96+800 95+940 96+190 3.4 RHS 15-Oct-13 1.979 10.6 5.6 2.152 2.038 103.0
96+800 95+940 96+250 5.0 RHS 15-Oct-13 1.979 10.6 5.5 2.156 2.044 103.3
96+800 95+940 96+310 0.9 RHS 15-Oct-13 1.979 10.6 4.8 2.117 2.020 102.1
96+800 95+940 96+370 6.0 RHS 15-Oct-13 1.979 10.6 5.0 2.135 2.033 102.7
96+800 95+940 96+430 5.3 RHS 15-Oct-13 1.979 10.6 4.2 2.112 2.027 102.4
96+800 95+940 96+490 1.6 RHS 15-Oct-13 1.979 10.6 6.3 2.137 2.010 101.6
96+800 95+940 96+550 3.0 RHS 15-Oct-13 1.979 10.6 5.4 2.172 2.061 104.1
96+800 95+940 96+610 4.9 RHS 15-Oct-13 1.979 10.6 5.8 2.100 1.985 100.3
100.6 96.0 90.8
Approved
as Noted
100.3 96.0 90.8 Approved
102.3
104.2 93.0 95.9 90.8
102.2
Approved

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
96+800 95+940 96+670 1.5 RHS 15-Oct-13 1.979 10.6 6.3 2.155 2.027 102.4
96+800 95+940 96+730 3.2 RHS 15-Oct-13 1.979 10.6 8.7 2.158 1.985 100.3
96+800 95+940 96+790 5.3 RHS 15-Oct-13 1.979 10.6 8.1 2.165 2.003 101.2
94+860 95+940 94+870 1.7 RHS 16-Oct-13 2.000 10.2 7.6 2.242 2.084 104.2
94+860 95+940 94+930 3.4 RHS 16-Oct-13 2.000 10.2 6.1 2.181 2.056 102.8
94+860 95+940 94+990 5.3 RHS 16-Oct-13 2.000 10.2 5.9 2.090 1.974 98.7
94+860 95+940 95+050 1.9 RHS 16-Oct-13 2.000 10.2 6.1 2.141 2.018 100.9
94+860 95+940 95+110 3.3 RHS 16-Oct-13 2.000 10.2 5.9 2.207 2.084 104.2
94+860 95+940 95+170 5.1 RHS 16-Oct-13 2.000 10.2 5.2 2.116 2.011 100.6
94+860 95+940 95+230 1.4 RHS 16-Oct-13 2.000 10.2 3.9 2.060 1.983 99.1
94+860 95+940 95+290 3.0 RHS 16-Oct-13 2.000 10.2 5.5 2.151 2.039 101.9
94+860 95+940 95+350 5.5 RHS 16-Oct-13 2.000 10.2 8.7 2.200 2.024 101.2
94+860 95+940 95+410 1.3 RHS 16-Oct-13 2.000 10.2 10.0 2.236 2.033 101.6
94+860 95+940 95+470 3.5 RHS 16-Oct-13 2.000 10.2 8.2 2.211 2.043 102.2
94+860 95+940 95+530 5.6 RHS 16-Oct-13 2.000 10.2 6.4 2.112 1.985 99.2
94+860 95+940 95+590 1.3 RHS 16-Oct-13 2.000 10.2 6.1 2.108 1.987 99.3
94+860 95+940 95+650 4.0 RHS 16-Oct-13 2.000 10.2 5.8 2.146 2.028 101.4
94+860 95+940 95+710 5.5 RHS 16-Oct-13 2.000 10.2 8.6 2.169 1.997 99.9
94+860 95+940 95+770 1.2 RHS 16-Oct-13 2.000 10.2 7.3 2.112 1.968 98.4
94+860 95+940 95+830 3.6 RHS 16-Oct-13 2.000 10.2 7.6 2.224 2.067 103.3
94+860 95+940 95+890 5.3 RHS 16-Oct-13 2.000 10.2 4.3 2.127 2.039 102.0
94+860 95+940 95+940 1.6 RHS 16-Oct-13 2.000 10.2 5.7 2.187 2.069 103.5
94+080 94+860 94+090 1.5 RHS 17-Oct-13 1.950 11.3 7.7 2.120 1.968 100.9
100.3 96.0 90.8 Approved
98.4 96.0 90.8 Approved
102.2
101.3

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
94+080 94+860 94+150 3.5 RHS 17-Oct-13 1.950 11.3 4.9 2.099 2.001 102.6
94+080 94+860 94+210 6.0 RHS 17-Oct-13 1.950 11.3 6.8 2.122 1.987 101.9
94+080 94+860 94+270 1.3 RHS 17-Oct-13 1.950 11.3 6.1 2.114 1.992 102.2
94+080 94+860 94+330 6.1 RHS 17-Oct-13 1.950 11.3 5.9 2.083 1.967 100.9
94+080 94+860 94+390 6.0 RHS 17-Oct-13 1.950 11.3 8.4 2.107 1.944 99.7
94+080 94+860 94+450 1.6 RHS 17-Oct-13 1.950 11.3 7.9 2.115 1.960 100.5
94+080 94+860 94+510 3.4 RHS 17-Oct-13 1.950 11.3 7.8 2.098 1.946 99.8
94+080 94+860 94+570 5.3 RHS 17-Oct-13 1.950 11.3 7.9 2.073 1.921 98.5
94+080 94+860 94+630 1.4 RHS 17-Oct-13 1.950 11.3 6.0 2.141 2.020 103.6
94+080 94+860 94+690 3.2 RHS 17-Oct-13 1.950 11.3 8.7 2.141 1.970 101.0
94+080 94+860 94+730 5.5 RHS 17-Oct-13 1.950 11.3 7.0 2.119 1.980 101.6
94+080 94+860 94+790 1.7 RHS 17-Oct-13 1.950 11.3 6.5 2.085 1.958 100.4
94+080 94+860 94+850 3.4 RHS 17-Oct-13 1.950 11.3 4.2 2.107 2.022 103.7
92+920 94+080 92+930 1.3 RHS 18-Oct-13 1.998 9.4 6.8 2.115 1.980 99.1
92+920 94+080 92+990 3.3 RHS 18-Oct-13 1.998 9.4 7.1 2.204 2.058 103.0
92+920 94+080 93+050 5.0 RHS 18-Oct-13 1.998 9.4 5.8 2.187 2.067 103.5
92+920 94+080 93+110 1.6 RHS 18-Oct-13 1.998 9.4 6.3 2.114 1.989 99.5
92+920 94+080 93+170 3.6 RHS 18-Oct-13 1.998 9.4 8.3 2.151 1.986 99.4
92+920 94+080 93+230 5.3 RHS 18-Oct-13 1.998 9.4 8.0 2.182 2.020 101.1
92+920 94+080 93+290 1.2 RHS 18-Oct-13 1.998 9.4 4.9 2.110 2.011 100.7
92+920 94+080 93+350 3.2 RHS 18-Oct-13 1.998 9.4 5.7 2.174 2.057 102.9
92+920 94+080 93+410 5.2 RHS 18-Oct-13 1.998 9.4 5.9 2.151 2.031 101.7
92+920 94+080 93+470 1.5 RHS 18-Oct-13 1.998 9.4 3.7 2.152 2.075 103.9
97.2 96.0 90.8 Approved
98.5 96.0 90.8 Approved
101.2
101.2

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
92+920 94+080 93+530 3.0 RHS 18-Oct-13 1.998 9.4 6.7 2.073 1.943 97.2
92+920 94+080 93+590 5.5 RHS 18-Oct-13 1.998 9.4 4.0 2.101 2.020 101.1
92+920 94+080 93+650 1.1 RHS 18-Oct-13 1.998 9.4 6.9 2.195 2.053 102.8
92+920 94+080 93+710 3.6 RHS 18-Oct-13 1.998 9.4 7.7 2.140 1.987 99.4
92+920 94+080 93+770 6.0 RHS 18-Oct-13 1.998 9.4 6.2 2.200 2.072 103.7
92+920 94+080 93+830 1.7 RHS 18-Oct-13 1.998 9.4 7.2 2.171 2.025 101.4
92+920 94+080 93+890 3.3 RHS 18-Oct-13 1.998 9.4 7.1 2.133 1.992 99.7
92+920 94+080 93+950 5.3 RHS 18-Oct-13 1.998 9.4 7.2 2.220 2.071 103.6
92+920 94+080 94+010 1.9 RHS 18-Oct-13 1.998 9.4 7.1 2.133 1.992 99.7
92+920 94+080 94+070 3.5 RHS 18-Oct-13 1.998 9.4 7.6 2.168 2.015 100.8
91+880 92+920 91+890 2.0 RHS 19-Oct-13 1.950 11.0 7.1 2.165 2.021 103.7
91+880 92+920 91+950 3.8 RHS 19-Oct-13 1.950 11.0 6.0 2.087 1.969 101.0
91+880 92+920 92+010 5.0 RHS 19-Oct-13 1.950 11.0 6.2 2.107 1.984 101.7
91+880 92+920 92+070 1.3 RHS 19-Oct-13 1.950 11.0 5.3 2.017 1.915 98.2
91+880 92+920 92+130 5.1 RHS 19-Oct-13 1.950 11.0 6.1 2.031 1.914 98.2
91+880 92+920 92+190 6.2 RHS 19-Oct-13 1.950 11.0 6.5 1.998 1.876 96.2
91+880 92+920 92+250 1.5 RHS 19-Oct-13 1.950 11.0 8.1 2.139 1.979 101.5
91+880 92+920 92+310 4.0 RHS 19-Oct-13 1.950 11.0 8.2 2.154 1.991 102.1
91+880 92+920 92+370 6.0 RHS 19-Oct-13 1.950 11.0 7.9 2.164 2.006 102.8
91+880 92+920 92+430 1.5 RHS 19-Oct-13 1.950 11.0 8.4 2.171 2.003 102.7
91+880 92+920 92+550 3.9 RHS 19-Oct-13 1.950 11.0 6.4 2.127 1.999 102.5
91+880 92+920 92+610 5.5 RHS 19-Oct-13 1.950 11.0 5.3 2.024 1.922 98.6
91+880 92+920 92+670 1.3 RHS 19-Oct-13 1.950 11.0 2.7 2.028 1.975 101.3
97.2 96.0 90.8 Approved
96.2 96.0 90.8 Approved
101.2
101.2

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
91+880 92+920 92+730 4.0 RHS 19-Oct-13 1.950 11.0 8.3 2.175 2.008 103.0
91+880 92+920 92+790 5.3 RHS 19-Oct-13 1.950 11.0 8.1 2.105 1.947 99.9
91+880 92+920 92+850 1.1 RHS 19-Oct-13 1.950 11.0 6.6 2.138 2.006 102.9
91+880 92+920 92+910 5.1 RHS 19-Oct-13 1.950 11.0 7.2 2.176 2.030 104.1
91+880 91+490 91+500 1.3 RHS 20-Oct-13 2.030 4.4 10.5 2.194 1.986 97.8
91+880 91+490 91+560 3.5 RHS 20-Oct-13 2.030 4.4 7.6 2.310 2.147 105.8
91+880 91+490 91+620 5.9 RHS 20-Oct-13 2.030 4.4 5.8 2.258 2.134 105.1
91+880 91+490 91+680 1.3 RHS 20-Oct-13 2.030 4.4 6.8 2.280 2.135 105.2
91+880 91+490 91+740 4.2 RHS 20-Oct-13 2.030 4.4 5.2 2.203 2.094 103.2
91+880 91+490 91+800 5.8 RHS 20-Oct-13 2.030 4.4 5.0 2.276 2.168 106.8
91+880 91+490 91+860 1.1 RHS 20-Oct-13 2.030 4.4 9.8 2.147 1.955 96.3
91+880 91+490 90+550 1.2 RHS 20-Oct-13 2.030 4.4 6.9 2.129 1.992 98.1
91+880 91+490 90+610 3.3 RHS 20-Oct-13 2.030 4.4 5.3 2.071 1.967 96.9
91+880 91+490 90+670 4.4 RHS 20-Oct-13 2.030 4.4 11.6 2.163 1.938 95.5
91+880 91+490 90+730 1.2 RHS 20-Oct-13 2.030 4.4 8.3 2.207 2.038 100.4
91+880 91+490 90+790 3.3 RHS 20-Oct-13 2.030 4.4 5.1 2.101 1.999 98.5
91+880 91+490 90+850 4.5 RHS 20-Oct-13 2.030 4.4 8.3 2.143 1.979 97.5
91+880 91+490 90+910 1.4 RHS 20-Oct-13 2.030 4.4 4.7 2.128 2.032 100.1
90+000 90+540 90+010 1.4 RHS 21-Oct-13 1.980 10.7 3.4 2.129 2.059 104.0
90+000 90+540 90+070 3.0 RHS 21-Oct-13 1.980 10.7 8.1 2.151 1.990 100.5
90+000 90+540 90+130 5.3 RHS 21-Oct-13 1.980 10.7 7.9 2.176 2.017 101.9
90+000 90+540 90+190 1.7 RHS 21-Oct-13 1.980 10.7 5.5 2.084 1.975 99.8
90+000 90+540 90+250 3.5 RHS 21-Oct-13 1.980 10.7 6.2 2.099 1.976 99.8
96.2 96.0 90.8 Approved
99.1 96.0 90.8Approved as Noted
95.5 96.0 90.8 Approved
101.2
100.5
101.4

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
90+000 90+540 90+310 5.1 RHS 21-Oct-13 1.980 10.7 6.6 2.203 2.067 104.4
90+000 90+540 90+370 1.1 RHS 21-Oct-13 1.980 10.7 7.8 2.131 1.977 99.8
90+000 90+540 90+430 3.1 RHS 21-Oct-13 1.980 10.7 5.4 2.175 2.064 104.2
90+000 90+540 90+490 5.3 RHS 21-Oct-13 1.980 10.7 5.5 2.104 1.994 100.7
90+000 90+540 90+540 1.3 RHS 21-Oct-13 1.980 10.7 8.9 2.136 1.961 99.1
88+980 89+880 88+990 1.3 RHS 22-Oct-13 1.956 9.2 9.7 2.235 2.037 104.2
88+980 89+880 89+050 3.3 RHS 22-Oct-13 1.956 9.2 6.6 2.094 1.964 100.4
88+980 89+880 89+110 5.4 RHS 22-Oct-13 1.956 9.2 5.6 2.109 1.997 102.1
88+980 89+880 89+170 1.4 RHS 22-Oct-13 1.956 9.2 9.0 2.145 1.968 100.6
88+980 89+880 89+230 3.5 RHS 22-Oct-13 1.956 9.2 7.1 2.158 2.015 103.0
88+980 89+880 89+290 1.9 RHS 22-Oct-13 1.956 9.2 7.2 2.132 1.989 101.7
88+980 89+880 89+350 3.1 RHS 22-Oct-13 1.956 9.2 9.6 2.212 2.018 103.2
88+980 89+880 89+410 4.9 RHS 22-Oct-13 1.956 9.2 10.0 2.130 1.936 99.0
88+980 89+880 89+470 1.5 RHS 22-Oct-13 1.956 9.2 8.2 2.176 2.011 102.8
88+980 89+880 89+530 3.2 RHS 22-Oct-13 1.956 9.2 8.2 2.240 2.070 105.8
88+980 89+880 89+590 5.0 RHS 22-Oct-13 1.956 9.2 7.2 2.145 2.001 102.3
88+980 89+880 89+650 1.1 RHS 22-Oct-13 1.956 9.2 7.6 2.126 1.976 101.0
88+980 89+880 89+710 3.0 RHS 22-Oct-13 1.956 9.2 5.9 2.031 1.918 98.0
88+980 89+880 89+770 1.1 RHS 22-Oct-13 1.956 9.2 6.3 2.070 1.947 99.6
88+980 89+880 89+830 5.3 RHS 22-Oct-13 1.956 9.2 8.5 2.168 1.998 102.2
88+980 89+880 89+880 1.6 RHS 22-Oct-13 1.956 9.2 8.6 2.129 1.960 100.2
87+720 86+580 86+590 1.6 RHS 25-Oct-13 2.010 10.2 10.0 2.283 2.075 103.3
87+720 86+580 86+650 3.3 RHS 25-Oct-13 2.010 10.2 7.3 2.235 2.083 103.6
98.0 96.0 90.8 Approved
99.1 96.0 90.8Approved as Noted101.4
101.6

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
87+720 86+580 86+770 5.3 RHS 25-Oct-13 2.010 10.2 5.0 2.224 2.118 105.4
87+720 86+580 86+830 1.4 RHS 25-Oct-13 2.010 10.2 6.1 2.253 2.123 105.6
87+720 86+580 86+890 3.4 RHS 25-Oct-13 2.010 10.2 7.2 2.235 2.085 103.7
87+720 86+580 86+950 4.9 RHS 25-Oct-13 2.010 10.2 5.8 2.253 2.129 105.9
87+720 86+580 87+010 1.2 RHS 25-Oct-13 2.010 10.2 7.1 2.259 2.109 104.9
87+720 86+580 87+070 2.9 RHS 25-Oct-13 2.010 10.2 7.0 2.070 1.935 96.2
87+720 86+580 87+130 5.0 RHS 25-Oct-13 2.010 10.2 6.4 2.229 2.095 104.2
87+720 86+580 87+190 1.3 RHS 25-Oct-13 2.010 10.2 6.3 2.177 2.048 101.9
87+720 86+580 87+250 3.6 RHS 25-Oct-13 2.010 10.2 6.8 2.252 2.109 104.9
87+720 86+580 87+310 5.1 RHS 25-Oct-13 2.010 10.2 4.5 2.202 2.107 104.8
87+720 86+580 87+370 1.1 RHS 25-Oct-13 2.010 10.2 7.5 2.233 2.077 103.3
87+720 86+580 87+430 3.2 RHS 25-Oct-13 2.010 10.2 6.0 2.255 2.127 105.8
87+720 86+580 87+490 5.4 RHS 25-Oct-13 2.010 10.2 5.4 2.171 2.060 102.5
87+720 86+580 87+550 1.3 RHS 25-Oct-13 2.010 10.2 5.2 2.162 2.055 102.2
87+720 86+580 87+610 3.7 RHS 25-Oct-13 2.010 10.2 5.0 2.173 2.070 103.0
87+720 86+580 87+670 5.5 RHS 25-Oct-13 2.010 10.2 4.2 2.166 2.079 103.4
87+720 86+580 87+720 3.4 RHS 25-Oct-13 2.010 10.2 5.0 2.187 2.083 103.6
90+940 91+220 91+210 3.7 RHS 26-Oct-13 1.947 8.9 20.8 2.634 2.180 112.0
90+940 91+220 91+110 6.0 RHS 26-Oct-13 1.947 8.9 8.2 2.187 2.021 103.8
90+940 91+220 91+010 1.4 RHS 26-Oct-13 1.947 8.9 6.7 2.170 2.034 104.5
90+940 91+220 90+950 5.4 RHS 26-Oct-13 1.947 8.9 4.6 1.953 1.867 95.9
86+580 85+360 85+430 3.3 RHS 31-Oct-13 1.970 10.1 3.7 1.865 1.798 91.3
86+580 85+360 85+550 1.7 RHS 31-Oct-13 1.970 10.1 11.4 2.195 1.970 100.0
103.6 96.2 96.0 90.8 Approved
100.4 91.3 95.9 90.8 Approved
104.0 95.9 95.1 91.4 Approved

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
86+580 85+360 85+670 8.5 RHS 31-Oct-13 1.970 10.1 9.0 2.127 1.951 99.1
86+580 85+360 85+790 3.5 RHS 31-Oct-13 1.970 10.1 6.7 2.255 2.113 107.3
86+580 85+360 85+910 1.6 RHS 31-Oct-13 1.970 10.1 10.6 2.293 2.073 105.2
86+580 85+360 86+030 6.0 RHS 31-Oct-13 1.970 10.1 12.2 2.154 1.920 97.5
86+580 85+360 86+150 3.5 RHS 31-Oct-13 1.970 10.1 7.1 2.154 2.011 102.1
86+580 85+360 86+270 1.8 RHS 31-Oct-13 1.970 10.1 9.3 2.168 1.984 100.7
≥102
91+240 91+500 91+230 3.6 LHS 1-Oct-13 2.286 4.9 2.5 2.428 2.369 103.6
91+240 91+500 91+220 3.0 LHS 1-Oct-13 2.286 4.9 2.3 2.485 2.429 106.3
91+240 91+500 91+180 3.3 LHS 1-Oct-13 2.286 4.9 2.0 2.451 2.403 105.1
91+240 91+500 91+140 1.4 LHS 1-Oct-13 2.286 4.9 2.2 2.411 2.359 103.2
91+240 91+500 91+100 5.0 LHS 1-Oct-13 2.286 4.9 1.7 2.395 2.355 103.0
91+240 91+500 91+060 3.1 LHS 1-Oct-13 2.286 4.9 1.8 2.392 2.350 102.8
91+240 91+500 91+010 1.3 LHS 1-Oct-13 2.286 4.9 1.6 2.372 2.335 102.1
11+760 11+830 111+770 5.3 LHS 1-Oct-13 2.315 4.7 2.1 2.470 2.419 104.5
11+760 11+830 111+790 7.5 LHS 1-Oct-13 2.315 4.7 1.9 2.434 2.389 103.2
11+760 11+830 111+810 9.1 LHS 1-Oct-13 2.315 4.7 2.3 2.443 2.388 103.2
11+760 11+830 111+830 5.0 LHS 1-Oct-13 2.315 4.7 2.2 2.408 2.356 101.8
118+600 118+690 118+600 5.7 LHS 1-Oct-13 2.309 4.6 2.1 2.402 2.353 101.9
103.7 102.1 102.7 97.9 Approved
Approved103.0 97.7101.4 97.5
100.4 91.3 95.9 90.8 Approved
Summary of Field Density of CRUSHED STONE BASE
103.2 101.8 102.9 97.8 Approved
102.4 101.9 102.9 97.8 Approved

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
118+600 118+690 118+630 8.3 LHS 1-Oct-13 2.309 4.6 2.5 2.437 2.378 103.0
118+600 118+690 118+660 9.3 LHS 1-Oct-13 2.309 4.6 1.9 2.404 2.359 102.2
118+600 118+690 118+690 6.2 LHS 1-Oct-13 2.309 4.6 2.3 2.423 2.369 102.6
118+730 118+820 118+730 6.2 RHS 1-Oct-13 2.309 4.6 2.3 2.449 2.394 103.7
118+730 118+820 118+760 7.9 RHS 1-Oct-13 2.309 4.6 3.0 2.484 2.412 104.4
118+730 118+820 118+790 9.1 RHS 1-Oct-13 2.309 4.6 2.5 2.425 2.366 102.5
118+730 118+820 118+820 6.7 RHS 1-Oct-13 2.309 4.6 2.0 2.334 2.288 99.1
120+080 120+860 120+780 6.3 LHS 1-Oct-13 2.234 5.2 1.8 2.369 2.327 104.2
120+080 120+860 120+800 8.5 LHS 1-Oct-13 2.234 5.2 2.3 2.344 2.291 102.6
120+080 120+860 120+830 10.2 LHS 1-Oct-13 2.234 5.2 2.8 2.364 2.300 102.9
120+080 120+860 120+860 7.1 LHS 1-Oct-13 2.234 5.2 2.8 2.421 2.355 105.4
120+890 120+980 120+890 5.9 RHS 1-Oct-13 2.234 5.2 2.4 2.382 2.326 104.1
120+890 120+980 120+920 7.8 RHS 1-Oct-13 2.234 5.2 3.7 2.445 2.358 105.5
120+890 120+980 120+950 10.0 RHS 1-Oct-13 2.234 5.2 1.9 2.346 2.302 103.1
120+890 120+980 120+980 6.3 RHS 1-Oct-13 2.234 5.2 2.0 2.386 2.339 104.7
124+200 124+300 124+200 6.5 RHS 2-Oct-13 2.306 5.1 3.2 2.506 2.428 105.3
124+200 124+300 124+230 8.4 RHS 2-Oct-13 2.306 5.1 2.4 2.451 2.394 103.8
124+200 124+300 124+260 9.9 RHS 2-Oct-13 2.306 5.1 2.5 2.463 2.403 104.2
124+200 124+300 124+290 7.0 RHS 2-Oct-13 2.306 5.1 2.0 2.394 2.347 101.8
124+420 124+500 124+420 7.8 LHS 2-Oct-13 2.306 5.1 2.1 2.455 2.405 104.3
124+420 124+500 124+450 4.9 LHS 2-Oct-13 2.306 5.1 1.9 2.422 2.377 103.1
124+420 124+500 124+480 10.1 LHS 2-Oct-13 2.306 5.1 2.0 2.420 2.373 102.9
124+420 124+500 124+500 6.9 LHS 2-Oct-13 2.306 5.1 2.2 2.446 2.393 103.8
Approved
103.8 102.6 102.9 97.8 Approved
104.4 103.1 102.9 97.8 Approved
103.8 101.8 102.9 97.8
103.5 102.9 102.9 97.8
Approved
Approved
102.4 101.9 102.9 97.8 Approved
102.4 99.1 102.9 97.8

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
93+600 93+100 93+590 1.4 LHS 2-Oct-13 2.283 5.3 1.8 2.441 2.398 105.0
93+600 93+100 93+530 3.0 LHS 2-Oct-13 2.283 5.3 2.0 2.438 2.390 104.7
93+600 93+100 93+470 4.9 LHS 2-Oct-13 2.283 5.3 2.4 2.429 2.372 103.9
93+600 93+100 93+410 1.3 LHS 2-Oct-13 2.283 5.3 1.9 2.459 2.413 105.7
93+600 93+100 93+350 3.1 LHS 2-Oct-13 2.283 5.3 2.2 2.471 2.418 105.9
93+600 93+100 93+290 5.0 LHS 2-Oct-13 2.283 5.3 2.0 2.416 2.369 103.8
93+600 93+100 93+230 1.4 LHS 2-Oct-13 2.283 5.3 2.3 2.397 2.343 102.6
93+600 93+100 93+170 3.2 LHS 2-Oct-13 2.283 5.3 2.5 2.468 2.408 105.5
93+600 93+100 93+110 5.0 LHS 2-Oct-13 2.283 5.3 2.1 2.424 2.374 104.0
91+420 91+920 91+430 2.5 LHS 3-Oct-13 2.211 4.7 2.0 2.432 2.384 107.8
91+420 91+920 91+490 4.7 LHS 3-Oct-13 2.211 4.7 1.7 2.436 2.395 108.3
91+420 91+920 91+550 2.9 LHS 3-Oct-13 2.211 4.7 2.2 2.429 2.377 107.5
91+420 91+920 91+610 1.3 LHS 3-Oct-13 2.211 4.7 2.1 2.441 2.391 108.1
91+420 91+920 91+670 5.4 LHS 3-Oct-13 2.211 4.7 1.7 2.416 2.376 107.4
91+420 91+920 91+730 3.2 LHS 3-Oct-13 2.211 4.7 1.6 2.424 2.386 107.9
91+420 91+920 91+790 1.3 LHS 3-Oct-13 2.211 4.7 2.2 2.423 2.371 107.2
91+420 91+920 91+850 5.0 LHS 3-Oct-13 2.211 4.7 2.7 2.377 2.315 104.7
91+420 91+920 91+910 3.2 LHS 3-Oct-13 2.211 4.7 2.5 2.441 2.381 107.7
93+100 92+600 93+090 2.1 LHS 4-Oct-13 2.246 4.5 2.1 2.499 2.448 109.0
93+100 92+600 93+030 3.2 LHS 4-Oct-13 2.246 4.5 2.2 2.439 2.386 106.3
93+100 92+600 92+970 5.0 LHS 4-Oct-13 2.246 4.5 2.3 2.353 2.300 102.4
93+100 92+600 92+910 1.1 LHS 4-Oct-13 2.246 4.5 1.8 2.366 2.324 103.5
93+100 92+600 92+850 3.1 LHS 4-Oct-13 2.246 4.5 2.6 2.453 2.391 106.4
104.6 102.6 103.0 97.7 Approved
105.3 102.4 103.0 97.7 Approved
107.4 104.7 103.0 97.7 Approved

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
93+100 92+600 92+790 5.0 LHS 4-Oct-13 2.246 4.5 2.4 2.366 2.311 102.9
93+100 92+600 92+730 1.0 LHS 4-Oct-13 2.246 4.5 2.4 2.453 2.396 106.7
93+100 92+600 92+670 3.3 LHS 4-Oct-13 2.246 4.5 2.1 2.423 2.373 105.7
93+100 92+600 92+610 4.4 LHS 4-Oct-13 2.246 4.5 2.7 2.423 2.359 105.0
91+920 92+420 91+930 1.3 LHS 5-Oct-13 2.250 4.8 1.9 2.448 2.402 106.8
91+920 92+420 91+990 3.3 LHS 5-Oct-13 2.250 4.8 2.0 2.428 2.380 105.8
91+920 92+420 92+050 5.3 LHS 5-Oct-13 2.250 4.8 1.9 2.445 2.399 106.6
91+920 92+420 92+110 1.2 LHS 5-Oct-13 2.250 4.8 2.1 2.453 2.403 106.8
91+920 92+420 92+170 3.9 LHS 5-Oct-13 2.250 4.8 2.0 2.416 2.369 105.3
91+920 92+420 92+230 4.9 LHS 5-Oct-13 2.250 4.8 2.3 2.409 2.355 104.7
91+920 92+420 92+290 9.1 LHS 5-Oct-13 2.250 4.8 2.4 2.419 2.362 105.0
91+920 92+420 92+350 1.2 LHS 5-Oct-13 2.250 4.8 2.5 2.327 2.270 100.9
91+920 92+420 92+410 3.5 LHS 5-Oct-13 2.250 4.8 2.4 2.416 2.359 104.9
92+420 92+600 92+430 4.2 LHS 6-Oct-13 2.272 4.7 1.8 2.407 2.364 104.1
92+420 92+600 92+470 1.3 LHS 6-Oct-13 2.272 4.7 1.6 2.382 2.344 103.2
92+420 92+600 92+510 4.8 LHS 6-Oct-13 2.272 4.7 2.0 2.415 2.368 104.2
92+420 92+600 92+550 2.1 LHS 6-Oct-13 2.272 4.7 1.7 2.404 2.364 104.0
92+420 92+600 92+590 4.4 LHS 6-Oct-13 2.272 4.7 1.3 2.399 2.368 104.2
91+220 91+000 91+230 4.4 LHS 7-Oct-13 2.222 5.3 1.1 2.374 2.348 105.7
91+220 91+000 91+190 1.3 LHS 7-Oct-13 2.222 5.3 1.0 2.342 2.319 104.4
91+220 91+000 91+150 3.3 LHS 7-Oct-13 2.222 5.3 1.2 2.351 2.323 104.6
91+220 91+000 91+110 5.0 LHS 7-Oct-13 2.222 5.3 1.3 2.375 2.345 105.5 Approved
91+220 91+000 91+050 1.6 LHS 7-Oct-13 2.222 5.3 0.9 2.366 2.345 105.5
105.3 102.4 103.0 97.7 Approved
105.2 100.9 103.0 97.7 Approved
103.9 103.2 102.4 98.2
Approved
105.4 104.4 102.6 98.0

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
91+220 91+000 91+010 3.4 LHS 7-Oct-13 2.222 5.3 1.4 2.402 2.369 106.6
90+800 9+100 90+990 1.5 LHS 7-Oct-13 2.286 4.9 1.6 2.413 2.375 103.9
90+800 9+100 90+950 3.4 LHS 7-Oct-13 2.286 4.9 1.5 2.430 2.394 104.7
90+800 9+100 90+900 5.3 LHS 7-Oct-13 2.286 4.9 1.8 2.368 2.326 101.8
90+800 9+100 90+850 1.4 LHS 7-Oct-13 2.286 4.9 1.9 2.391 2.346 102.6
90+800 9+100 90+810 3.2 LHS 7-Oct-13 2.286 4.9 1.8 2.402 2.360 103.2
101+500 101+000 101+490 1.3 LHS 6-Oct-13 2.333 4.7 1.6 2.452 2.413 103.4
101+500 101+000 101+430 2.8 LHS 6-Oct-13 2.333 4.7 2.3 2.440 2.385 102.2
101+500 101+000 101+370 4.8 LHS 6-Oct-13 2.333 4.7 1.2 2.454 2.425 103.9
101+500 101+000 101+310 1.2 LHS 6-Oct-13 2.333 4.7 2.1 2.413 2.363 101.3
101+500 101+000 101+250 3.4 LHS 6-Oct-13 2.333 4.7 1.1 2.449 2.422 103.8
101+500 101+000 101+190 4.9 LHS 6-Oct-13 2.333 4.7 2.2 2.376 2.325 99.7
101+500 101+000 101+130 1.1 LHS 6-Oct-13 2.333 4.7 1.6 2.556 2.516 107.8
101+500 101+000 101+070 3.4 LHS 6-Oct-13 2.333 4.7 1.5 2.625 2.586 110.9
101+500 101+000 101+010 5.0 LHS 6-Oct-13 2.333 4.7 1.7 2.512 2.470 105.9
147+120 146+620 146+620 5.4 LHS 6-Oct-13 2.340 3.8 1.2 2.452 2.423 103.5
147+120 146+620 146+680 3.4 LHS 6-Oct-13 2.340 3.8 0.9 2.539 2.516 107.5
147+120 146+620 146+740 1.2 LHS 6-Oct-13 2.340 3.8 0.8 2.418 2.399 102.5
147+120 146+620 146+800 5.3 LHS 6-Oct-13 2.340 3.8 0.8 2.443 2.424 103.6
147+120 146+620 146+860 3.7 LHS 6-Oct-13 2.340 3.8 0.6 2.428 2.414 103.1
147+120 146+620 146+920 1.3 LHS 6-Oct-13 2.340 3.8 0.4 2.451 2.441 104.3
147+120 146+620 146+980 5.5 LHS 6-Oct-13 2.340 3.8 0.9 2.519 2.497 106.7
147+120 146+620 147+040 3.9 LHS 6-Oct-13 2.340 3.8 0.8 2.465 2.445 104.5
105.4 104.4 102.6 98.0
103.2 101.8 102.4 98.2 Approved
104.4 102.5 103.0 97.7 Approved
104.3 99.7 103.0 97.7 Approved

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
147+120 146+620 147+100 1.6 LHS 6-Oct-13 2.340 3.8 0.5 2.436 2.424 103.6
100+500 100+000 100+490 2.9 LHS 9-Oct-13 2.318 3.8 1.1 2.500 2.473 106.7
100+500 100+000 100+430 1.7 LHS 9-Oct-13 2.318 3.8 1.0 2.544 2.519 108.7
100+500 100+000 100+370 4.9 LHS 9-Oct-13 2.318 3.8 1.2 2.528 2.498 107.8
100+500 100+000 100+310 3.6 LHS 9-Oct-13 2.318 3.8 1.0 2.566 2.541 109.6
100+500 100+000 100+250 1.1 LHS 9-Oct-13 2.318 3.8 1.6 2.544 2.504 108.0
100+500 100+000 100+190 4.8 LHS 9-Oct-13 2.318 3.8 0.9 2.499 2.477 106.8
100+500 100+000 100+130 3.4 LHS 9-Oct-13 2.318 3.8 1.2 2.471 2.442 105.3
100+500 100+000 100+070 1.1 LHS 9-Oct-13 2.318 3.8 1.1 2.528 2.500 107.9
100+500 100+000 100+010 4.8 LHS 9-Oct-13 2.318 3.8 0.8 2.528 2.508 108.2
90+300 90+800 90+310 5.1 LHS 8-Oct-13 2.251 4.5 2.1 2.348 2.300 102.2
90+300 90+800 90+370 3.4 LHS 8-Oct-13 2.251 4.5 1.4 2.350 2.318 103.0
90+300 90+800 90+430 1.6 LHS 8-Oct-13 2.251 4.5 1.5 2.403 2.367 105.2
90+300 90+800 90+490 4.4 LHS 8-Oct-13 2.251 4.5 1.5 2.404 2.368 105.2
90+300 90+800 90+550 3.4 LHS 8-Oct-13 2.251 4.5 1.2 2.365 2.337 103.8
90+300 90+800 90+610 1.3 LHS 8-Oct-13 2.251 4.5 1.7 2.426 2.385 106.0
90+300 90+800 90+670 5.0 LHS 8-Oct-13 2.251 4.5 1.6 2.378 2.341 104.0
90+300 90+800 90+730 3.5 LHS 8-Oct-13 2.251 4.5 1.6 2.323 2.286 101.6
90+300 90+800 90+790 1.4 LHS 8-Oct-13 2.251 4.5 2.2 2.317 2.267 100.7
90+300 89+800 90+290 1.2 LHS 7-Oct-13 2.316 4.1 1.3 2.397 2.366 102.2
90+300 89+800 90+230 2.9 LHS 7-Oct-13 2.316 4.1 2.6 2.429 2.367 102.2
90+300 89+800 90+170 5.1 LHS 7-Oct-13 2.316 4.1 2.3 2.451 2.396 103.4
90+300 89+800 90+110 1.0 LHS 7-Oct-13 2.316 4.1 1.3 2.431 2.400 103.6
103.1 101.2 103.0 97.7
104.4 102.5 103.0 97.7 Approved
107.7 105.3 103.0 97.7 Approved
103.5 100.7 103.0 97.7 Approved
Approved

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
90+300 89+800 90+050 3.0 LHS 7-Oct-13 2.316 4.1 2.0 2.479 2.430 104.9
90+300 89+800 89+990 5.2 LHS 7-Oct-13 2.316 4.1 2.1 2.393 2.344 101.2
90+300 89+800 89+930 5.0 LHS 7-Oct-13 2.316 4.1 1.2 2.416 2.387 103.1
90+300 89+800 89+870 3.2 LHS 7-Oct-13 2.316 4.1 2.3 2.433 2.378 102.7
90+300 89+800 89+810 5.0 LHS 7-Oct-13 2.316 4.1 2.0 2.470 2.422 104.6
104+580 104+080 104+570 5.0 RHS 9-Oct-13 2.304 5.1 1.9 2.353 2.309 100.2
104+580 104+080 104+510 3.2 RHS 9-Oct-13 2.304 5.1 1.3 2.446 2.415 104.8
104+580 104+080 104+450 1.9 RHS 9-Oct-13 2.304 5.1 1.5 2.438 2.402 104.3
104+580 104+080 104+390 4.6 RHS 9-Oct-13 2.304 5.1 1.6 2.419 2.381 103.3
104+580 104+080 104+330 3.2 RHS 9-Oct-13 2.304 5.1 2.4 2.483 2.425 105.2
104+580 104+080 104+270 1.5 RHS 9-Oct-13 2.304 5.1 2.1 2.419 2.369 102.8
104+580 104+080 104+210 4.8 RHS 9-Oct-13 2.304 5.1 2.9 2.411 2.343 101.7
104+580 104+080 104+150 3.1 RHS 9-Oct-13 2.304 5.1 1.9 2.410 2.365 102.7
104+580 104+080 104+090 1.4 RHS 9-Oct-13 2.304 5.1 2.3 2.454 2.399 104.1
104+080 103+580 104+070 4.1 RHS 9-Oct-13 2.275 5.6 2.7 2.497 2.431 106.9
104+080 103+580 104+010 3.1 RHS 9-Oct-13 2.275 5.6 1.8 2.425 2.382 104.7
104+080 103+580 103+950 1.2 RHS 9-Oct-13 2.275 5.6 2.3 2.335 2.283 100.3
104+080 103+580 103+890 4.6 RHS 9-Oct-13 2.275 5.6 1.7 2.385 2.345 103.1
104+080 103+580 103+830 3.3 RHS 9-Oct-13 2.275 5.6 1.7 2.425 2.384 104.8
104+080 103+580 103+770 1.1 RHS 9-Oct-13 2.275 5.6 2.5 2.114 2.062 90.7
104+080 103+580 103+710 4.5 RHS 9-Oct-13 2.275 5.6 1.9 2.414 2.369 104.1
104+080 103+580 103+650 3.1 RHS 9-Oct-13 2.275 5.6 2.5 2.481 2.420 106.4
104+080 103+580 103+590 1.2 RHS 9-Oct-13 2.275 5.6 2.6 2.316 2.257 99.2
103.1 101.2 103.0 97.7
103.2 100.2 103.0 97.7
Approved
Approved
102.2 90.7 103.0 97.7
Not
Approved

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
104+080 103+580 104+070 4.1 RHS 9-Oct-13 2.275 5.6 2.4 2.495 2.437 107.1
104+080 103+580 104+010 3.1 RHS 9-Oct-13 2.275 5.6 1.6 2.423 2.385 104.8
104+080 103+580 103+950 1.2 RHS 9-Oct-13 2.275 5.6 2.0 2.393 2.346 103.1
104+080 103+580 103+890 4.6 RHS 9-Oct-13 2.275 5.6 1.6 2.404 2.366 104.0
104+080 103+580 103+830 3.3 RHS 9-Oct-13 2.275 5.6 1.5 2.410 2.374 104.4
104+080 103+580 103+770 1.1 RHS 9-Oct-13 2.275 5.6 2.3 2.463 2.408 105.8
104+080 103+580 103+710 4.5 RHS 9-Oct-13 2.275 5.6 1.9 2.405 2.360 103.7
104+080 103+580 103+650 3.1 RHS 9-Oct-13 2.275 5.6 2.1 2.437 2.387 104.9
104+080 103+580 103+590 1.2 RHS 9-Oct-13 2.275 5.6 2.2 2.405 2.353 103.4
89+790 89+300 89+790 1.0 LHS 9-Oct-13 2.215 5.0 1.6 2.383 2.345 105.9
89+790 89+300 89+730 3.1 LHS 9-Oct-13 2.215 5.0 2.2 2.335 2.285 103.1
89+790 89+300 89+670 5.1 LHS 9-Oct-13 2.215 5.0 1.6 2.336 2.299 103.8
89+790 89+300 89+610 1.7 LHS 9-Oct-13 2.215 5.0 2.2 2.376 2.325 105.0
89+790 89+300 89+550 2.9 LHS 9-Oct-13 2.215 5.0 2.1 2.371 2.322 104.8
89+790 89+300 89+490 5.2 LHS 9-Oct-13 2.215 5.0 2.4 2.399 2.343 105.8
89+790 89+300 89+430 1.4 LHS 9-Oct-13 2.215 5.0 1.7 2.353 2.314 104.5
89+790 89+300 89+370 3.4 LHS 9-Oct-13 2.215 5.0 1.8 2.363 2.321 104.8
89+790 89+300 89+310 5.0 LHS 9-Oct-13 2.215 5.0 2.3 2.382 2.328 105.1
89+790 89+300 89+790 1.0 LHS 9-Oct-13 2.215 5.0 1.8 2.396 2.354 106.3
89+790 89+300 89+730 3.1 LHS 9-Oct-13 2.215 5.0 1.9 2.399 2.354 106.3
89+790 89+300 89+670 5.1 LHS 9-Oct-13 2.215 5.0 1.5 2.374 2.339 105.6
89+790 89+300 89+610 1.7 LHS 9-Oct-13 2.215 5.0 2.1 2.366 2.317 104.6
89+790 89+300 89+550 2.9 LHS 9-Oct-13 2.215 5.0 2.1 2.392 2.343 105.8
97.7 Approved
104.8 103.1 103.0 97.7 Approved
105.3 103.8 103.0 97.7 Approved
104.6 103.1 103.0

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
89+790 89+300 89+490 5.2 LHS 9-Oct-13 2.215 5.0 1.8 2.341 2.300 103.8
89+790 89+300 89+430 1.4 LHS 9-Oct-13 2.215 5.0 2.0 2.387 2.340 105.7
89+790 89+300 89+370 3.4 LHS 9-Oct-13 2.215 5.0 2.3 2.374 2.321 104.8
89+790 89+300 89+310 5.0 LHS 9-Oct-13 2.215 5.0 1.9 2.377 2.333 105.3
89+300 88+800 89+290 1.4 LHS 9-Oct-13 2.286 4.8 2.2 2.372 2.321 101.5
89+300 88+800 89+230 3.5 LHS 9-Oct-13 2.286 4.8 1.8 2.436 2.393 104.7
89+300 88+800 89+170 4.9 LHS 9-Oct-13 2.286 4.8 2.0 2.412 2.365 103.4
89+300 88+800 89+110 1.3 LHS 9-Oct-13 2.286 4.8 1.8 2.399 2.357 103.1
89+300 88+800 89+050 3.3 LHS 9-Oct-13 2.286 4.8 2.0 2.405 2.358 103.1
89+300 88+800 88+990 5.1 LHS 9-Oct-13 2.286 4.8 1.8 2.457 2.414 105.6
89+300 88+800 88+930 1.3 LHS 9-Oct-13 2.286 4.8 2.6 2.456 2.394 104.7
89+300 88+800 88+870 3.3 LHS 9-Oct-13 2.286 4.8 2.9 2.453 2.384 104.3
89+300 88+800 88+810 4.9 LHS 9-Oct-13 2.286 4.8 2.8 2.435 2.369 103.6
89+300 88+800 89+290 1.4 LHS 9-Oct-13 2.286 4.8 2.4 2.358 2.303 100.7
89+300 88+800 89+230 3.5 LHS 9-Oct-13 2.286 4.8 1.9 2.436 2.391 104.6
89+300 88+800 89+170 4.9 LHS 9-Oct-13 2.286 4.8 1.7 2.420 2.380 104.1
89+300 88+800 89+110 1.3 LHS 9-Oct-13 2.286 4.8 1.7 2.304 2.265 99.1
89+300 88+800 89+050 3.3 LHS 9-Oct-13 2.286 4.8 1.8 2.442 2.399 104.9
89+300 88+800 88+990 5.1 LHS 9-Oct-13 2.286 4.8 1.8 2.488 2.444 106.9
89+300 88+800 88+930 1.3 LHS 9-Oct-13 2.286 4.8 2.7 2.475 2.410 105.4
89+300 88+800 88+870 3.3 LHS 9-Oct-13 2.286 4.8 2.9 2.453 2.384 104.3
89+300 88+800 88+810 4.9 LHS 9-Oct-13 2.286 4.8 3.0 2.457 2.385 104.3
88+800 88+300 88+790 3.7 LHS 10-Oct-13 2.269 4.2 2.6 2.408 2.347 103.4
103.8 101.5 103.0 97.7 Approved
103.8 99.1 103.0 97.7 Approved
105.3 103.8 103.0 97.7 Approved

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
88+800 88+300 88+730 5.2 LHS 10-Oct-13 2.269 4.2 2.0 2.449 2.401 105.8
88+800 88+300 88+670 1.1 LHS 10-Oct-13 2.269 4.2 1.7 2.431 2.390 105.3
88+800 88+300 88+610 3.8 LHS 10-Oct-13 2.269 4.2 2.3 2.502 2.446 107.8
88+800 88+300 88+550 6.8 LHS 10-Oct-13 2.269 4.2 2.3 2.464 2.409 106.2
88+800 88+300 88+490 2.3 LHS 10-Oct-13 2.269 4.2 2.7 2.428 2.364 104.2
88+800 88+300 88+430 3.4 LHS 10-Oct-13 2.269 4.2 2.7 2.414 2.351 103.6
88+800 88+300 88+370 5.4 LHS 10-Oct-13 2.269 4.2 2.0 2.369 2.323 102.4
88+800 88+300 88+310 3.0 LHS 10-Oct-13 2.269 4.2 2.1 2.436 2.386 105.2
88+800 88+300 88+790 1.2 LHS 11-Oct-13 2.303 4.8 2.0 2.461 2.413 104.8
88+800 88+300 88+730 3.3 LHS 11-Oct-13 2.303 4.8 1.9 2.425 2.380 103.3
88+800 88+300 88+670 5.0 LHS 11-Oct-13 2.303 4.8 1.9 2.437 2.392 103.8
88+800 88+300 88+610 0.5 LHS 11-Oct-13 2.303 4.8 1.8 2.418 2.375 103.1
88+800 88+300 88+550 3.0 LHS 11-Oct-13 2.303 4.8 1.7 2.427 2.386 103.6
88+800 88+300 88+490 5.3 LHS 11-Oct-13 2.303 4.8 1.2 2.415 2.386 103.6
88+800 88+300 88+430 1.1 LHS 11-Oct-13 2.303 4.8 1.9 2.403 2.358 102.4
88+800 88+300 88+370 3.5 LHS 11-Oct-13 2.303 4.8 1.8 2.393 2.351 102.1
88+800 88+300 88+310 5.1 LHS 11-Oct-13 2.303 4.8 1.9 2.402 2.357 102.4
88+800 88+300 88+790 1.2 LHS 11-Oct-13 2.303 4.8 2.3 2.399 2.345 101.8
88+800 88+300 88+730 3.3 LHS 11-Oct-13 2.303 4.8 1.8 2.453 2.410 104.6
88+800 88+300 88+670 5.0 LHS 11-Oct-13 2.303 4.8 2.0 2.408 2.361 102.5
88+800 88+300 88+610 0.5 LHS 11-Oct-13 2.303 4.8 1.8 2.401 2.359 102.4
88+800 88+300 88+550 3.0 LHS 11-Oct-13 2.303 4.8 1.7 2.427 2.386 103.6
88+800 88+300 88+490 5.3 LHS 11-Oct-13 2.303 4.8 1.0 2.413 2.389 103.7
101.7 91.5 103.0 97.7
Not
Approved
104.9 102.4 103.0 97.7 Approved
103.2 102.1 103.0 97.7 Approved

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
88+800 88+300 88+430 1.1 LHS 11-Oct-13 2.303 4.8 1.5 2.413 2.377 103.2
88+800 88+300 88+370 3.5 LHS 11-Oct-13 2.303 4.8 1.9 2.147 2.107 91.5
88+800 88+300 88+310 5.1 LHS 11-Oct-13 2.303 4.8 2.0 2.397 2.350 102.0
103+580 103+080 103+570 4.6 RHS 11-Oct-13 2.305 5.0 0.9 2.399 2.378 103.1
103+580 103+080 103+510 3.0 RHS 11-Oct-13 2.305 5.0 2.2 2.320 2.270 98.5
103+580 103+080 103+450 1.6 RHS 11-Oct-13 2.305 5.0 1.7 2.377 2.337 101.4
103+580 103+080 103+390 4.1 RHS 11-Oct-13 2.305 5.0 1.5 2.398 2.363 102.5
103+580 103+080 103+330 3.0 RHS 11-Oct-13 2.305 5.0 1.2 2.387 2.359 102.3
103+580 103+080 103+270 1.9 RHS 11-Oct-13 2.305 5.0 1.1 2.497 2.470 107.2
103+580 103+080 103+210 4.3 RHS 11-Oct-13 2.305 5.0 2.2 2.409 2.357 102.3
103+580 103+080 103+150 2.9 RHS 11-Oct-13 2.305 5.0 3.1 2.283 2.214 96.1
103+580 103+080 103+090 1.2 RHS 11-Oct-13 2.305 5.0 3.1 2.322 2.252 97.7
103+580 103+080 103+570 4.6 RHS 11-Oct-13 2.305 5.0 0.9 2.421 2.399 104.1
103+580 103+080 103+510 3.0 RHS 11-Oct-13 2.305 5.0 1.9 2.334 2.290 99.4
103+580 103+080 103+450 1.6 RHS 11-Oct-13 2.305 5.0 1.5 2.416 2.380 103.3
103+580 103+080 103+390 4.1 RHS 11-Oct-13 2.305 5.0 1.5 2.405 2.369 102.8
103+580 103+080 103+330 3.0 RHS 11-Oct-13 2.305 5.0 1.7 2.440 2.399 104.1
103+580 103+080 103+270 1.9 RHS 11-Oct-13 2.305 5.0 1.5 2.467 2.431 105.4
103+580 103+080 103+210 4.3 RHS 11-Oct-13 2.305 5.0 2.5 2.401 2.342 101.6
103+580 103+080 103+150 2.9 RHS 11-Oct-13 2.305 5.0 2.5 2.425 2.366 102.6
103+580 103+080 103+090 1.2 RHS 11-Oct-13 2.305 5.0 3.4 2.472 2.391 103.7
88+300 87+800 88+290 1.0 LHS 11-Oct-13 2.256 4.3 2.3 2.389 2.335 103.5
88+300 87+800 88+230 3.1 LHS 11-Oct-13 2.256 4.3 1.6 2.388 2.350 104.2
103.0 99.4 103.0 97.7 Approved
104.2 102.6 103.0 97.7 Approved
101.7 91.5 103.0 97.7
Not
Approved
101.2 96.1 103.0 97.7
Not
Approved

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
88+300 87+800 88+170 5.2 LHS 11-Oct-13 2.256 4.3 1.7 2.410 2.370 105.0
88+300 87+800 88+110 0.9 LHS 11-Oct-13 2.256 4.3 1.4 2.360 2.327 103.2
88+300 87+800 87+990 3.3 LHS 11-Oct-13 2.256 4.3 1.5 2.406 2.370 105.1
88+300 87+800 87+930 5.9 LHS 11-Oct-13 2.256 4.3 1.5 2.410 2.374 105.2
88+300 87+800 87+870 1.1 LHS 11-Oct-13 2.256 4.3 2.3 2.368 2.315 102.6
88+300 87+800 87+810 5.5 LHS 11-Oct-13 2.256 4.3 2.3 2.424 2.370 105.0
88+300 87+800 88+290 1.0 LHS 11-Oct-13 2.256 4.3 1.9 2.354 2.310 102.4
88+300 87+800 88+230 3.1 LHS 11-Oct-13 2.256 4.3 1.9 2.400 2.355 104.4
88+300 87+800 88+170 5.2 LHS 11-Oct-13 2.256 4.3 1.3 2.417 2.386 105.8
88+300 87+800 88+110 0.9 LHS 11-Oct-13 2.256 4.3 1.4 2.365 2.332 103.4
88+300 87+800 87+990 3.3 LHS 11-Oct-13 2.256 4.3 1.6 2.378 2.341 103.7
88+300 87+800 87+930 5.9 LHS 11-Oct-13 2.256 4.3 2.4 2.420 2.363 104.8
88+300 87+800 87+870 1.1 LHS 11-Oct-13 2.256 4.3 2.2 2.358 2.307 102.3
88+300 87+800 87+810 5.5 LHS 11-Oct-13 2.256 4.3 2.0 2.393 2.346 104.0
102+080 102+580 102+570 3.3 RHS 12-Oct-13 2.255 5.2 1.8 2.377 2.335 103.5
102+080 102+580 102+510 5.0 RHS 12-Oct-13 2.255 5.2 1.3 2.369 2.339 103.7
102+080 102+580 102+450 2.8 RHS 12-Oct-13 2.255 5.2 2.4 2.407 2.351 104.2
102+080 102+580 102+390 1.6 RHS 12-Oct-13 2.255 5.2 2.3 2.379 2.326 103.1
102+080 102+580 102+330 5.3 RHS 12-Oct-13 2.255 5.2 1.5 2.377 2.342 103.9
102+080 102+580 102+270 3.3 RHS 12-Oct-13 2.255 5.2 2.0 2.376 2.329 103.3
102+080 102+580 102+210 2.0 RHS 12-Oct-13 2.255 5.2 2.1 2.404 2.355 104.4
102+080 102+580 102+150 5.0 RHS 12-Oct-13 2.255 5.2 2.6 2.407 2.346 104.0
102+080 102+580 102+090 1.9 RHS 12-Oct-13 2.255 5.2 2.3 2.337 2.284 101.3
103.8 102.3 103.0 97.7 Approved
103.5 101.3 103.0 97.7 Approved
104.2 102.6 103.0 97.7 Approved

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
87+300 86+800 87+290 4.5 LHS 12-Oct-13 2.297 4.3 1.2 2.455 2.426 105.6
87+300 86+800 87+230 3.1 LHS 12-Oct-13 2.297 4.3 1.5 2.436 2.400 104.5
87+300 86+800 87+170 1.2 LHS 12-Oct-13 2.297 4.3 1.6 2.381 2.344 102.0
87+300 86+800 87+110 4.7 LHS 12-Oct-13 2.297 4.3 1.6 2.429 2.391 104.1
87+300 86+800 87+050 3.1 LHS 12-Oct-13 2.297 4.3 1.7 2.369 2.329 101.4
87+300 86+800 86+990 1.3 LHS 12-Oct-13 2.297 4.3 1.2 2.428 2.399 104.4
87+300 86+800 86+930 4.6 LHS 12-Oct-13 2.297 4.3 1.1 2.413 2.387 103.9
87+300 86+800 86+870 3.0 LHS 12-Oct-13 2.297 4.3 1.5 2.369 2.334 101.6
87+300 86+800 86+810 1.4 LHS 12-Oct-13 2.297 4.3 1.2 2.477 2.448 106.6
87+300 86+800 87+290 4.5 LHS 12-Oct-13 2.297 4.3 1.3 2.543 2.510 109.3
87+300 86+800 87+230 3.1 LHS 12-Oct-13 2.297 4.3 1.6 2.473 2.434 106.0
87+300 86+800 87+170 1.2 LHS 12-Oct-13 2.297 4.3 1.6 2.416 2.378 103.5
87+300 86+800 87+110 4.7 LHS 12-Oct-13 2.297 4.3 1.4 2.404 2.371 103.2
87+300 86+800 87+050 3.1 LHS 12-Oct-13 2.297 4.3 1.5 2.409 2.373 103.3
87+300 86+800 86+990 1.3 LHS 12-Oct-13 2.297 4.3 1.7 2.387 2.347 102.2
87+300 86+800 86+930 4.6 LHS 12-Oct-13 2.297 4.3 1.3 2.462 2.430 105.8
87+300 86+800 86+870 3.0 LHS 12-Oct-13 2.297 4.3 1.7 2.507 2.465 107.3
87+300 86+800 86+810 1.4 LHS 12-Oct-13 2.297 4.3 1.3 2.495 2.463 107.2
86+800 86+300 86+790 4.7 LHS 12-Oct-13 2.308 4.3 1.5 2.328 2.294 99.4
86+800 86+300 86+730 3.2 LHS 12-Oct-13 2.308 4.3 1.4 2.464 2.430 105.3
86+800 86+300 86+670 1.2 LHS 12-Oct-13 2.308 4.3 2.0 2.376 2.329 100.9
86+800 86+300 86+610 4.8 LHS 12-Oct-13 2.308 4.3 1.8 2.440 2.397 103.8
86+800 86+300 86+550 2.9 LHS 12-Oct-13 2.308 4.3 2.0 2.375 2.328 100.9 103.2 99.4 103.0 97.7 Approved
103.8 101.4 103.0 97.7 Approved
105.3 102.2 103.0 97.7 Approved

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
86+800 86+300 86+490 1.4 LHS 12-Oct-13 2.308 4.3 1.9 2.429 2.384 103.3
86+800 86+300 86+430 4.7 LHS 12-Oct-13 2.308 4.3 1.7 2.439 2.398 103.9
86+800 86+300 86+370 3.2 LHS 12-Oct-13 2.308 4.3 2.1 2.485 2.434 105.5
86+800 86+300 86+310 1.5 LHS 12-Oct-13 2.308 4.3 1.6 2.479 2.440 105.7
86+300 85+800 86+290 1.2 LHS 14-Oct-13 2.246 5.1 1.0 2.365 2.342 104.3
86+300 85+800 86+230 3.5 LHS 14-Oct-13 2.246 5.1 1.7 2.372 2.332 103.8
86+300 85+800 86+170 4.3 LHS 14-Oct-13 2.246 5.1 1.4 2.420 2.387 106.3
86+300 85+800 86+110 1.5 LHS 14-Oct-13 2.246 5.1 1.3 2.374 2.344 104.3
86+300 85+800 86+050 3.4 LHS 14-Oct-13 2.246 5.1 1.5 2.357 2.322 103.4
86+300 85+800 85+990 4.6 LHS 14-Oct-13 2.246 5.1 1.1 2.420 2.394 106.6
86+300 85+800 85+930 1.9 LHS 14-Oct-13 2.246 5.1 1.2 2.407 2.378 105.9
86+300 85+800 85+870 3.3 LHS 14-Oct-13 2.246 5.1 1.1 2.445 2.418 107.7
86+300 85+800 85+810 LHS 14-Oct-13 2.246 5.1 1.5 2.380 2.345 104.4
101+580 102+080 101+590 4.5 RHS 15-Oct-13 2.258 5.0 1.2 2.355 2.327 103.1
101+580 102+080 101+650 3.1 RHS 15-Oct-13 2.258 5.0 1.2 2.339 2.311 102.4
101+580 102+080 101+710 1.4 RHS 15-Oct-13 2.258 5.0 1.5 2.362 2.327 103.1
101+580 102+080 101+770 4.4 RHS 15-Oct-13 2.258 5.0 0.8 2.340 2.321 102.8
101+580 102+080 101+830 3.1 RHS 15-Oct-13 2.258 5.0 1.7 2.386 2.346 103.9
101+580 102+080 101+890 1.7 RHS 15-Oct-13 2.258 5.0 1.5 2.409 2.373 105.1
101+580 102+080 101+950 4.3 RHS 15-Oct-13 2.258 5.0 1.7 2.362 2.323 102.9
101+580 102+080 102+010 2.8 RHS 15-Oct-13 2.258 5.0 2.3 2.336 2.283 101.1
101+580 102+080 101+070 1.6 RHS 15-Oct-13 2.258 5.0 1.8 2.398 2.356 104.3
101+080 101+580 101+090 4.3 RHS 15-Oct-13 2.247 5.5 1.5 2.367 2.332 103.8
103.2 101.1 103.0 97.7 Approved
103.2 99.4 103.0 97.7 Approved
105.2 103.4 103.0 97.7 Approved

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
101+080 101+580 101+150 3.1 RHS 15-Oct-13 2.247 5.5 1.2 2.421 2.392 106.5
101+080 101+580 101+210 1.2 RHS 15-Oct-13 2.247 5.5 1.1 2.454 2.427 108.0
101+080 101+580 101+270 4.1 RHS 15-Oct-13 2.247 5.5 1.3 2.364 2.334 103.9
101+080 101+580 101+330 2.9 RHS 15-Oct-13 2.247 5.5 1.1 2.379 2.353 104.7
101+080 101+580 101+390 1.5 RHS 15-Oct-13 2.247 5.5 9.0 2.391 2.194 97.6
101+080 101+580 101+450 4.0 RHS 15-Oct-13 2.247 5.5 1.4 2.364 2.331 103.8
101+080 101+580 101+510 3.1 RHS 15-Oct-13 2.247 5.5 9.0 2.298 2.108 93.8
101+080 101+580 101+570 1.4 RHS 15-Oct-13 2.247 5.5 2.1 2.295 2.248 100.0
100+580 100+080 100+570 4.0 RHS 17-Oct-13 2.304 5.0 1.7 2.383 2.343 101.7
100+580 100+080 100+510 3.1 RHS 17-Oct-13 2.304 5.0 1.2 2.408 2.379 103.3
100+580 100+080 100+450 1.0 RHS 17-Oct-13 2.304 5.0 1.4 2.435 2.401 104.2
100+580 100+080 100+390 4.4 RHS 17-Oct-13 2.304 5.0 1.5 2.368 2.333 101.3
100+580 100+080 100+330 3.0 RHS 17-Oct-13 2.304 5.0 1.7 2.431 2.391 103.8
100+580 100+080 100+270 0.9 RHS 17-Oct-13 2.304 5.0 2.3 2.386 2.332 101.2
100+580 100+080 100+210 4.2 RHS 17-Oct-13 2.304 5.0 1.6 2.405 2.367 102.7
100+580 100+080 100+150 2.8 RHS 17-Oct-13 2.304 5.0 1.7 2.411 2.371 102.9
100+580 100+080 100+090 1.2 RHS 17-Oct-13 2.304 5.0 2.1 2.339 2.291 99.4
84+300 83+800 84+230 1.4 LHS 17-Oct-13 2.291 4.6 0.9 2.336 2.315 101.1
84+300 83+800 84+170 3.0 LHS 17-Oct-13 2.291 4.6 1.2 2.302 2.275 99.3
84+300 83+800 84+110 5.3 LHS 17-Oct-13 2.291 4.6 1.3 2.339 2.309 100.8
84+300 83+800 84+850 1.2 LHS 17-Oct-13 2.291 4.6 1.2 2.360 2.332 101.8
84+300 83+800 83+990 2.8 LHS 17-Oct-13 2.291 4.6 1.3 2.451 2.420 105.6
84+300 83+800 83+930 5.0 LHS 17-Oct-13 2.291 4.6 1.0 2.364 2.341 102.2
102.3 99.4 103.0 97.7
Not
Approved
102.4 99.3 103.0 97.7 Not Approved
102.5 93.8 103.0 97.7
Not
Approved

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
84+300 83+800 93+870 1.1 LHS 17-Oct-13 2.291 4.6 1.2 2.436 2.407 105.1
84+300 83+800 83+810 4.8 LHS 17-Oct-13 2.291 4.6 1.2 2.394 2.366 103.3
101+680 100+580 101+070 4.2 RHS 17-Oct-13 2.324 5.5 1.2 2.389 2.361 101.6
101+680 100+580 101+010 3.0 RHS 17-Oct-13 2.324 5.5 0.9 2.410 2.389 102.8
101+680 100+580 100+950 1.2 RHS 17-Oct-13 2.324 5.5 2.2 2.397 2.345 100.9
101+680 100+580 100+890 4.9 RHS 17-Oct-13 2.324 5.5 1.2 2.378 2.350 101.1
101+680 100+580 100+830 2.7 RHS 17-Oct-13 2.324 5.5 1.5 2.412 2.376 102.3
101+680 100+580 100+770 1.3 RHS 17-Oct-13 2.324 5.5 1.8 2.426 2.383 102.5
101+680 100+580 100+710 4.5 RHS 17-Oct-13 2.324 5.5 1.5 2.402 2.367 101.8
101+680 100+580 100+650 2.5 RHS 17-Oct-13 2.324 5.5 1.7 2.376 2.336 100.5
101+680 100+580 100+590 1.0 RHS 17-Oct-13 2.324 5.5 1.7 2.394 2.354 101.3
84+800 85+300 85+290 4.4 LHS 17-Oct-13 2.309 5.6 1.3 2.400 2.369 102.6
84+800 85+300 85+230 3.2 LHS 17-Oct-13 2.309 5.6 1.5 2.412 2.376 102.9
84+800 85+300 85+170 4.6 LHS 17-Oct-13 2.309 5.6 1.8 2.388 2.346 101.6
84+800 85+300 85+110 1.1 LHS 17-Oct-13 2.309 5.6 1.7 2.318 2.279 98.7
84+800 85+300 85+050 3.1 LHS 17-Oct-13 2.309 5.6 1.1 2.353 2.327 100.8
84+800 85+300 84+990 5.4 LHS 17-Oct-13 2.309 5.6 1.3 2.317 2.287 99.1
84+800 85+300 84+930 1.2 LHS 17-Oct-13 2.309 5.6 1.2 2.316 2.289 99.1
84+800 85+300 84+870 3.3 LHS 17-Oct-13 2.309 5.6 0.8 2.362 2.343 101.5
84+800 85+300 84+510 5.3 LHS 17-Oct-13 2.309 5.6 0.9 2.297 2.277 98.6
85+800 85+300 85+790 1.5 LHS 17-Oct-13 2.322 5.3 1.4 2.396 2.363 101.8
85+800 85+300 85+730 3.1 LHS 17-Oct-13 2.322 5.3 0.7 2.382 2.365 101.9
85+800 85+300 85+670 4.2 LHS 17-Oct-13 2.322 5.3 0.9 2.399 2.378 102.4
101.2 98.4 103.0 97.7
Not
Approved
101.6 100.5 103.0 97.7
Not
Approved
100.5 98.6 103.0 97.7
Not
Approved
102.4 99.3 103.0 97.7 Not Approved

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
85+800 85+300 85+610 1.6 LHS 17-Oct-13 2.322 5.3 0.9 2.384 2.363 101.8
85+800 85+300 85+550 2.9 LHS 17-Oct-13 2.322 5.3 0.9 2.354 2.333 100.5
85+800 85+300 85+490 4.2 LHS 17-Oct-13 2.322 5.3 4.5 2.388 2.285 98.4
85+800 85+300 85+430 1.6 LHS 17-Oct-13 2.322 5.3 1.3 2.392 2.361 101.7
85+800 85+300 85+370 2.9 LHS 17-Oct-13 2.322 5.3 1.7 2.365 2.325 100.1
85+800 85+300 85+310 4.3 LHS 17-Oct-13 2.322 5.3 1.5 2.420 2.384 102.7
84+800 84+300 84+790 1.8 LHS 17-Oct-13 2.252 4.9 0.9 2.356 2.335 103.7
84+800 84+300 84+730 2.9 LHS 17-Oct-13 2.252 4.9 1.2 2.351 2.323 103.2
84+800 84+300 84+670 4.7 LHS 17-Oct-13 2.252 4.9 1.9 2.340 2.296 102.0
84+800 84+300 84+610 1.7 LHS 17-Oct-13 2.252 4.9 1.3 2.370 2.340 103.9
84+800 84+300 84+550 3.3 LHS 17-Oct-13 2.252 4.9 1.6 2.360 2.323 103.1
84+800 84+300 84+490 4.7 LHS 17-Oct-13 2.252 4.9 1.3 2.349 2.319 103.0
84+800 84+300 84+430 1.4 LHS 17-Oct-13 2.252 4.9 1.6 2.356 2.319 103.0
84+800 84+300 84+370 3.2 LHS 17-Oct-13 2.252 4.9 0.9 2.339 2.318 102.9
84+800 84+300 84+310 4.1 LHS 17-Oct-13 2.252 4.9 0.8 2.318 2.300 102.1
83+800 83+300 83+790 4.7 LHS 18-Oct-13 2.243 4.5 1.5 2.409 2.373 105.8
83+800 83+300 83+730 2.8 LHS 18-Oct-13 2.243 4.5 1.3 2.400 2.369 105.6
83+800 83+300 83+670 1.8 LHS 18-Oct-13 2.243 4.5 0.9 2.437 2.415 107.7
83+800 83+300 86+610 4.7 LHS 18-Oct-13 2.243 4.5 1.0 2.445 2.421 107.9
83+800 83+300 83+550 3.1 LHS 18-Oct-13 2.243 4.5 1.1 2.384 2.358 105.1
83+800 83+300 83+490 1.6 LHS 18-Oct-13 2.243 4.5 0.9 2.355 2.334 104.1
83+800 83+300 83+430 4.6 LHS 18-Oct-13 2.243 4.5 1.0 2.437 2.413 107.6
83+800 83+300 83+370 2.8 LHS 18-Oct-13 2.243 4.5 1.3 2.383 2.352 104.9
105.7 103.0 103.0 97.7 Approved
101.2 98.4 103.0 97.7
Not
Approved
103.0 102.0 103.0 97.7 Approved

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
83+800 83+300 83+310 1.7 LHS 18-Oct-13 2.243 4.5 1.0 2.334 2.311 103.0
83+300 82+800 83+290 4.7 LHS 18-Oct-13 2.216 5.9 1.3 2.312 2.282 103.0
83+300 82+800 83+230 2.9 LHS 18-Oct-13 2.216 5.9 1.0 2.400 2.376 107.2
83+300 82+800 83+170 1.4 LHS 18-Oct-13 2.216 5.9 1.3 2.345 2.315 104.5
83+300 82+800 83+110 4.9 LHS 18-Oct-13 2.216 5.9 1.8 2.401 2.359 106.4
83+300 82+800 83+050 3.3 LHS 18-Oct-13 2.216 5.9 1.2 2.376 2.348 105.9
83+300 82+800 82+990 1.4 LHS 18-Oct-13 2.216 5.9 1.1 2.422 2.396 108.1
83+300 82+800 82+930 5.0 LHS 18-Oct-13 2.216 5.9 0.8 2.422 2.403 108.4
83+300 82+800 82+870 3.3 LHS 18-Oct-13 2.216 5.9 1.0 2.372 2.349 106.0
83+300 82+800 82+810 1.5 LHS 18-Oct-13 2.216 5.9 0.7 2.377 2.360 106.5
99+080 98+580 99+070 1.3 RHS 18-Oct-13 2.264 5.2 2.3 2.397 2.343 103.5
99+080 98+580 99+010 3.1 RHS 18-Oct-13 2.264 5.2 2.4 2.400 2.344 103.5
99+080 98+580 98+950 4.6 RHS 18-Oct-13 2.264 5.2 2.8 2.417 2.351 103.9
99+080 98+580 98+890 1.1 RHS 18-Oct-13 2.264 5.2 3.1 2.411 2.339 103.3
99+080 98+580 98+830 3.2 RHS 18-Oct-13 2.264 5.2 2.2 2.427 2.375 104.9
99+080 98+580 98+770 4.7 RHS 18-Oct-13 2.264 5.2 2.9 2.462 2.393 105.7
99+080 98+580 98+710 1.7 RHS 18-Oct-13 2.264 5.2 2.5 2.406 2.347 103.7
99+080 98+580 98+650 2.9 RHS 18-Oct-13 2.264 5.2 3.5 2.449 2.366 104.5
99+080 98+580 98+590 4.5 RHS 18-Oct-13 2.264 5.2 3.0 2.445 2.374 104.8
99+580 99+080 99+570 1.3 RHS 18-Oct-13 2.264 4.5 1.7 2.450 2.409 106.4
99+580 99+080 99+560 3.0 RHS 18-Oct-13 2.264 4.5 1.9 2.398 2.353 103.9
99+580 99+080 99+450 5.4 RHS 18-Oct-13 2.264 4.5 1.8 2.365 2.323 102.6
99+580 99+080 99+390 1.0 RHS 18-Oct-13 2.264 4.5 1.7 2.380 2.340 103.4
104.2 103.3 103.0 97.7 Approved
104.4 102.6 103.0 97.7 Approved
105.7 103.0 103.0 97.7 Approved
106.2 103.0 103.0 97.7 Approved

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
99+580 99+080 99+270 2.9 RHS 18-Oct-13 2.264 4.5 1.7 2.410 2.370 104.7
99+580 99+080 99+210 4.7 RHS 18-Oct-13 2.264 4.5 1.9 2.456 2.410 106.5
99+580 99+080 99+150 1.2 RHS 18-Oct-13 2.264 4.5 2.4 2.426 2.369 104.6
99+580 99+080 99+090 5.0 RHS 18-Oct-13 2.264 4.5 2.6 2.396 2.335 103.1
82+300 81+800 82+290 4.5 LHS 19-Oct-13 2.311 4.7 1.7 2.366 2.326 100.7
82+300 81+800 82+230 2.5 LHS 19-Oct-13 2.311 4.7 1.1 2.398 2.372 102.6
82+300 81+800 82+170 1.7 LHS 19-Oct-13 2.311 4.7 1.2 2.390 2.362 102.2
82+300 81+800 82+110 4.7 LHS 19-Oct-13 2.311 4.7 2.0 2.390 2.343 101.4
82+300 81+800 82+050 3.0 LHS 19-Oct-13 2.311 4.7 1.6 2.424 2.386 103.2
82+300 81+800 81+990 1.8 LHS 19-Oct-13 2.311 4.7 1.0 2.376 2.352 101.8
82+300 81+800 81+930 4.5 LHS 19-Oct-13 2.311 4.7 1.3 2.402 2.371 102.6
82+300 81+800 81+870 2.9 LHS 19-Oct-13 2.311 4.7 1.3 2.412 2.381 103.0
82+300 81+800 81+810 1.7 LHS 19-Oct-13 2.311 4.7 1.5 2.314 2.280 98.7
82+800 82+300 82+790 4.9 LHS 19-Oct-13 2.306 8.0 1.0 2.463 2.439 105.8
82+800 82+300 82+730 3.0 LHS 19-Oct-13 2.306 8.0 0.7 2.351 2.335 101.2
82+800 82+300 82+670 1.5 LHS 19-Oct-13 2.306 8.0 0.9 2.351 2.330 101.0
82+800 82+300 82+610 4.9 LHS 19-Oct-13 2.306 8.0 1.0 2.363 2.340 101.5
82+800 82+300 82+550 3.2 LHS 19-Oct-13 2.306 8.0 1.1 2.362 2.336 101.3
82+800 82+300 82+490 1.7 LHS 19-Oct-13 2.306 8.0 1.1 2.423 2.397 103.9
82+800 82+300 82+430 4.9 LHS 19-Oct-13 2.306 8.0 1.2 2.338 2.310 100.2
82+800 82+300 82+370 3.2 LHS 19-Oct-13 2.306 8.0 1.6 2.342 2.305 100.0
82+800 82+300 82+310 1.8 LHS 19-Oct-13 2.306 8.0 1.3 2.369 2.339 101.4
81+800 81+300 81+790 5.7 LHS 19-Oct-13 2.222 5.3 1.4 2.313 2.281 102.7
101.8 98.7 103.0 97.7
Not
Approved
101.8 100.0 103.0 97.7
Not
Approved
104.4 102.6 103.0 97.7 Approved

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
81+800 81+300 81+730 3.6 LHS 19-Oct-13 2.222 5.3 1.7 2.350 2.311 104.0
81+800 81+300 81+670 1.5 LHS 19-Oct-13 2.222 5.3 8.8 2.353 2.163 97.3
81+800 81+300 81+610 5.2 LHS 19-Oct-13 2.222 5.3 1.5 2.260 2.227 100.2
81+800 81+300 81+550 3.4 LHS 19-Oct-13 2.222 5.3 1.8 2.389 2.347 105.6
81+800 81+300 81+490 1.7 LHS 19-Oct-13 2.222 5.3 1.4 2.311 2.279 102.6
81+800 81+300 81+430 4.9 LHS 19-Oct-13 2.222 5.3 1.1 2.364 2.338 105.2
81+800 81+300 81+430 3.2 LHS 19-Oct-13 2.222 5.3 1.8 2.374 2.332 105.0
81+800 81+300 81+370 3.2 LHS 19-Oct-13 2.222 5.3 1.4 2.374 2.341 105.4
81+800 81+300 81+310 5.2 LHS 19-Oct-13 2.222 5.3 1.4 2.386 2.353 105.9
81+300 80+800 81+290 4.9 LHS 19-Oct-13 2.315 5.2 1.8 2.415 2.372 102.5
81+300 80+800 81+230 3.2 LHS 19-Oct-13 2.315 5.2 1.9 2.428 2.383 102.9
81+300 80+800 81+170 1.7 LHS 19-Oct-13 2.315 5.2 1.9 2.413 2.368 102.3
81+300 80+800 81+110 4.8 LHS 19-Oct-13 2.315 5.2 2.6 2.479 2.416 104.4
81+300 80+800 81+050 3.2 LHS 19-Oct-13 2.315 5.2 2.4 2.391 2.335 100.9
81+300 80+800 80+990 1.5 LHS 19-Oct-13 2.315 5.2 1.6 2.410 2.372 102.5
81+300 80+800 80+930 4.9 LHS 19-Oct-13 2.315 5.2 2.4 2.437 2.380 102.8
81+300 80+800 80+870 3.2 LHS 19-Oct-13 2.315 5.2 2.2 2.491 2.437 105.3
81+300 80+800 80+810 1.5 LHS 19-Oct-13 2.315 5.2 1.8 2.495 2.451 105.9
80+800 80+300 80+790 1.6 LHS 20-Oct-13 2.271 4.8 1.6 2.387 2.349 103.5
80+800 80+300 80+730 3.2 LHS 20-Oct-13 2.271 4.8 1.7 2.389 2.349 103.4
80+800 80+300 80+670 4.9 LHS 20-Oct-13 2.271 4.8 1.4 2.361 2.328 102.5
80+800 80+300 80+610 1.4 LHS 20-Oct-13 2.271 4.8 1.5 2.365 2.330 102.6
80+800 80+300 80+550 3.1 LHS 20-Oct-13 2.271 4.8 1.6 2.367 2.330 102.6 103.7 102.5 103.0 97.7 Approved
103.4 97.3 103.0 97.7 Approved
103.3 100.9 103.0 97.7 Approved

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
80+800 80+300 80+490 4.6 LHS 20-Oct-13 2.271 4.8 1.9 2.417 2.372 104.4
80+800 80+300 80+430 1.9 LHS 20-Oct-13 2.271 4.8 1.6 2.421 2.383 104.9
80+800 80+300 80+370 3.0 LHS 20-Oct-13 2.271 4.8 1.5 2.421 2.385 105.0
80+800 80+300 80+310 4.6 LHS 20-Oct-13 2.271 4.8 1.8 2.421 2.378 104.7
80+300 79+800 80+290 4.4 LHS 20-Oct-13 2.235 5.2 1.3 2.326 2.296 102.7
80+300 79+800 80+230 2.8 LHS 20-Oct-13 2.235 5.2 1.6 2.407 2.369 106.0
80+300 79+800 80+170 1.5 LHS 20-Oct-13 2.235 5.2 1.3 2.340 2.310 103.4
80+300 79+800 80+110 4.7 LHS 20-Oct-13 2.235 5.2 1.9 2.426 2.381 106.5
80+300 79+800 80+050 3.1 LHS 20-Oct-13 2.235 5.2 1.5 2.335 2.300 102.9
80+300 79+800 79+990 1.5 LHS 20-Oct-13 2.235 5.2 1.5 2.405 2.369 106.0
80+300 79+800 79+930 4.6 LHS 20-Oct-13 2.235 5.2 1.9 2.428 2.383 106.6
80+300 79+800 79+870 5.5 LHS 20-Oct-13 2.235 5.2 1.8 2.451 2.408 107.7
80+300 79+800 79+810 1.8 LHS 20-Oct-13 2.235 5.2 1.6 2.434 2.396 107.2
79+800 79+300 79+790 1.4 LHS 21-Oct-13 2.239 4.8 1.3 2.403 2.372 105.9
79+800 79+300 79+730 3.3 LHS 21-Oct-13 2.239 4.8 1.4 2.418 2.385 106.5
79+800 79+300 79+670 4.9 LHS 21-Oct-13 2.239 4.8 1.3 2.321 2.291 102.3
79+800 79+300 79+610 1.3 LHS 21-Oct-13 2.239 4.8 1.4 2.436 2.402 107.3
79+800 79+300 79+550 3.2 LHS 21-Oct-13 2.239 4.8 1.5 2.376 2.341 104.6
79+800 79+300 79+490 5.0 LHS 21-Oct-13 2.239 4.8 1.7 2.335 2.296 102.5
79+800 79+300 79+430 1.8 LHS 21-Oct-13 2.239 4.8 1.7 2.364 2.324 103.8
79+800 79+300 79+370 3.3 LHS 21-Oct-13 2.239 4.8 1.7 2.361 2.322 103.7
79+800 79+300 79+310 5.2 LHS 21-Oct-13 2.239 4.8 1.4 2.364 2.331 104.1
98+580 98+080 98+570 1.1 RHS 21-Oct-13 2.240 4.7 1.8 2.339 2.298 102.6
104.5 102.3 103.0 97.7 Approved
103.7 102.5 103.0 97.7 Approved
105.5 102.7 103.0 97.7 Approved

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
98+580 98+080 98+510 2.9 RHS 21-Oct-13 2.240 4.7 1.6 2.371 2.334 104.2
98+580 98+080 98+450 4.3 RHS 21-Oct-13 2.240 4.7 1.4 2.315 2.283 101.9
98+580 98+080 98+390 1.5 RHS 21-Oct-13 2.240 4.7 1.6 2.364 2.327 103.9
98+580 98+080 98+330 3.3 RHS 21-Oct-13 2.240 4.7 1.1 2.472 2.445 109.2
98+580 98+080 98+270 3.9 RHS 21-Oct-13 2.240 4.7 1.8 2.381 2.339 104.4
98+580 98+080 98+210 1.1 RHS 21-Oct-13 2.240 4.7 2.1 2.348 2.300 102.7
98+580 98+080 98+150 3.3 RHS 21-Oct-13 2.240 4.7 1.4 2.355 2.322 103.7
98+580 98+080 98+090 4.4 RHS 21-Oct-13 2.240 4.7 1.4 2.389 2.356 105.2
98+080 97+700 98+070 1.4 RHS 21-Oct-13 2.286 4.9 1.3 2.425 2.394 104.7
98+080 97+700 98+010 3.1 RHS 21-Oct-13 2.286 4.9 1.7 2.407 2.367 103.5
98+080 97+700 97+950 4.4 RHS 21-Oct-13 2.286 4.9 1.8 2.380 2.338 102.3 Approved
98+080 97+700 97+890 1.2 RHS 21-Oct-13 2.286 4.9 1.6 2.362 2.325 101.7
98+080 97+700 97+830 3.3 RHS 21-Oct-13 2.286 4.9 1.4 2.450 2.416 105.7
98+080 97+700 97+770 4.2 RHS 21-Oct-13 2.286 4.9 2.3 2.378 2.325 101.7
98+080 97+700 97+710 1.6 RHS 21-Oct-13 2.286 4.9 1.7 2.348 2.309 101.0
146+075 146+600 146+090 1.7 RHS 22-Oct-13 2.292 6.0 3.7 2.500 2.411 105.2
146+075 146+600 146+150 5.0 RHS 22-Oct-13 2.292 6.0 2.8 2.475 2.408 105.0
146+075 146+600 146+210 6.5 RHS 22-Oct-13 2.292 6.0 2.1 2.488 2.437 106.3
146+075 146+600 146+270 1.4 RHS 22-Oct-13 2.292 6.0 2.6 2.436 2.374 103.6
146+075 146+600 146+330 3.6 RHS 22-Oct-13 2.292 6.0 2.7 2.505 2.439 106.4
146+075 146+600 146+390 4.7 RHS 22-Oct-13 2.292 6.0 3.4 2.439 2.359 102.9
146+075 146+600 146+450 0.9 RHS 22-Oct-13 2.292 6.0 2.5 2.481 2.420 105.6
146+075 146+600 146+510 2.8 RHS 22-Oct-13 2.292 6.0 2.4 2.557 2.497 108.9
102.9 101.0 102.7 97.9
105.1 102.0 103.0 97.7 Approved
104.2 101.9 103.0 97.7 Approved

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
146+075 146+600 146+570 5.0 RHS 22-Oct-13 2.292 6.0 2.6 2.398 2.337 102.0
146+090 146+600 146+100 4.1 RHS 25-Oct-13 2.191 4.7 1.5 2.343 2.308 105.4
146+090 146+600 146+160 3.0 RHS 25-Oct-13 2.191 4.7 1.5 2.364 2.329 106.3
146+090 146+600 146+220 9.0 RHS 25-Oct-13 2.191 4.7 1.3 2.330 2.300 105.0
146+090 146+600 146+280 5.3 RHS 25-Oct-13 2.191 4.7 2.0 2.285 2.240 102.2
146+090 146+600 146+340 4.0 RHS 25-Oct-13 2.191 4.7 1.7 2.416 2.376 108.4
146+090 146+600 146+400 1.2 RHS 25-Oct-13 2.191 4.7 2.6 2.412 2.351 107.3
146+090 146+600 146+460 2.7 RHS 25-Oct-13 2.191 4.7 3.5 2.349 2.270 103.6
146+090 146+600 146+520 6.3 RHS 25-Oct-13 2.191 4.7 3.2 2.402 2.328 106.2
146+090 146+600 146+580 3.2 RHS 25-Oct-13 2.191 4.7 2.5 2.357 2.300 105.0
75+800 75+400 75+790 1.9 LHS 26-Oct-13 2.202 5.8 1.8 2.366 2.324 105.5
75+800 75+400 75+730 3.9 LHS 26-Oct-13 2.202 5.8 2.1 2.379 2.330 105.8
75+800 75+400 75+670 5.4 LHS 26-Oct-13 2.202 5.8 1.6 2.394 2.356 107.0 Approved
75+800 75+400 75+610 2.0 LHS 26-Oct-13 2.202 5.8 1.7 2.352 2.313 105.0
75+800 75+400 75+550 3.6 LHS 26-Oct-13 2.202 5.8 1.7 2.410 2.370 107.6
75+800 75+400 75+490 5.6 LHS 26-Oct-13 2.202 5.8 1.7 2.410 2.370 107.6
75+800 75+400 75+430 1.8 LHS 26-Oct-13 2.202 5.8 1.0 2.304 2.281 103.6
76+300 75+800 76+290 1.3 LHS 26-Oct-13 2.238 5.1 1.1 2.256 2.231 99.7
76+300 75+800 76+230 3.4 LHS 26-Oct-13 2.238 5.1 1.0 2.291 2.268 101.4
76+300 75+800 76+170 5.2 LHS 26-Oct-13 2.238 5.1 0.6 2.275 2.261 101.0
76+300 75+800 76+110 1.4 LHS 26-Oct-13 2.238 5.1 2.6 2.327 2.268 101.3
76+300 75+800 76+050 3.7 LHS 26-Oct-13 2.238 5.1 1.9 2.376 2.332 104.2
76+300 75+800 75+990 4.4 LHS 26-Oct-13 2.238 5.1 1.4 2.348 2.316 103.5
102.0 99.7 103.0 97.7
Not
Approved
105.5 102.2 103.0 97.7 Approved
106.0 103.6 102.7 97.9
105.1 102.0 103.0 97.7 Approved

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
76+300 75+800 75+930 1.2 LHS 26-Oct-13 2.238 5.1 1.3 2.357 2.327 104.0
76+300 75+800 75+870 3.2 LHS 26-Oct-13 2.238 5.1 1.5 2.299 2.265 101.2
76+300 75+800 75+510 4.9 LHS 26-Oct-13 2.238 5.1 1.5 2.305 2.271 101.5
94+100 93+600 94+090 1.6 RHS 28-Oct-13 2.200 5.4 2.2 2.342 2.292 104.2
94+100 93+600 94+030 3.3 RHS 28-Oct-13 2.200 5.4 1.2 2.320 2.292 104.2
94+100 93+600 93+970 5.0 RHS 28-Oct-13 2.200 5.4 1.7 2.395 2.355 107.0
94+100 93+600 93+910 1.8 RHS 28-Oct-13 2.200 5.4 1.6 2.340 2.303 104.7
94+100 93+600 93+850 3.3 RHS 28-Oct-13 2.200 5.4 1.7 2.404 2.364 107.4
94+100 93+600 93+790 4.5 RHS 28-Oct-13 2.200 5.4 1.4 2.391 2.358 107.2
94+100 93+600 93+730 1.7 RHS 28-Oct-13 2.200 5.4 1.8 2.422 2.379 108.1
94+100 93+600 93+670 3.4 RHS 28-Oct-13 2.200 5.4 1.8 2.377 2.335 106.1
94+100 93+600 93+610 4.6 RHS 28-Oct-13 2.200 5.4 1.6 2.399 2.361 107.3
97+580 97+080 97+570 4.3 RHS 28-Oct-13 2.228 5.5 2.3 2.430 2.375 106.6
97+580 97+080 97+510 2.6 RHS 28-Oct-13 2.228 5.5 2.2 2.411 2.359 105.9
97+580 97+080 97+450 1.3 RHS 28-Oct-13 2.228 5.5 2.8 2.417 2.351 105.5
97+580 97+080 97+390 4.4 RHS 28-Oct-13 2.228 5.5 2.5 2.390 2.332 104.7
97+580 97+080 97+330 2.9 RHS 28-Oct-13 2.228 5.5 2.5 2.412 2.353 105.6
97+580 97+080 97+270 1.4 RHS 28-Oct-13 2.228 5.5 3.1 2.343 2.273 102.0
97+580 97+080 97+210 4.5 RHS 28-Oct-13 2.228 5.5 3.2 2.412 2.337 104.9
97+580 97+080 97+150 2.7 RHS 28-Oct-13 2.228 5.5 3.3 2.415 2.338 104.9
97+580 97+080 97+090 RHS 28-Oct-13 2.228 5.5 3.9 2.443 2.351 105.5
93+600 93+100 93+590 4.5 RHS 29-Oct-13 2.239 4.4 1.6 2.458 2.419 108.1
93+600 93+100 93+530 3.3 RHS 29-Oct-13 2.239 4.4 1.5 2.381 2.346 104.8
105.1 102.0 103.0 97.7
Approved
106.5 104.2 103.0 97.7 Approved
102.0 99.7 103.0 97.7
Not
Approved
106.3 104.2 103.0 97.7 Approved

Remarks
Section Chainag
e
offset
(m)
Side Layer
Date
Tested
MDD
g/cc
OMC
(%)
MC
%
Bulk
Density
(g/cc)
Dry
Density
(g/cc)
Conmp.
%
Average
Comp.
Single
Value
Required
Values
93+600 93+100 93+470 1.6 RHS 29-Oct-13 2.239 4.4 3.1 2.510 2.435 108.7
93+600 93+100 93+410 4.9 RHS 29-Oct-13 2.239 4.4 2.8 2.475 2.408 107.5
93+600 93+100 93+350 3.4 RHS 29-Oct-13 2.239 4.4 3.0 2.402 2.332 104.2
93+600 93+100 93+290 1.6 RHS 29-Oct-13 2.239 4.4 3.1 2.427 2.354 105.1
93+600 93+100 93+230 4.7 RHS 29-Oct-13 2.239 4.4 2.3 2.421 2.367 105.7
93+600 93+100 93+170 3.3 RHS 29-Oct-13 2.239 4.4 2.6 2.479 2.416 107.9
93+600 93+100 93+110 1.4 RHS 29-Oct-13 2.239 4.4 2.9 2.444 2.375 106.1
96+580 96+980 96+590 1.3 RHS 30-Oct-13 2.289 5.2 2.5 2.448 2.388 104.3
96+580 96+980 96+650 3.2 RHS 30-Oct-13 2.289 5.2 2.8 2.455 2.388 104.3
96+580 96+980 96+710 5.0 RHS 30-Oct-13 2.289 5.2 2.1 2.404 2.355 102.9 Approved
96+580 96+980 96+770 1.4 RHS 30-Oct-13 2.289 5.2 2.2 2.426 2.374 103.7
96+580 96+980 96+830 3.1 RHS 30-Oct-13 2.289 5.2 1.7 2.410 2.370 103.5
96+580 96+980 96+890 4.8 RHS 30-Oct-13 2.289 5.2 2.7 2.402 2.339 102.2
96+580 96+980 96 960 7.0 RHS 30-Oct-13 2.289 5.2 1.9 2.440 2.395 104.6
103.6 102.2 102.7 97.9
106.5 104.2 103.0 97.7 Approved

APPENDIX 6.1 - ACCIDENT/INCIDENT MONITORING RECORD

Contract No. CB-MCA-MOZ-RR-01/11-152B Status on: 30-Sep-13
RE/EHSSS
Labour Depart
(48 hrs)
Prelim. Report
Submitted on
(7 days)
Final Report
Submitted on (28
days)
90 15-Aug-13 Road Accident 15-Aug-13
To be
submitted by
21 Aug 13
89 12-Aug-13
Workplace
Accident
12-Aug-13
To be
submitted by
19 Aug 13
88 28-Jul-13 Road Accident
Project Employee and General
Public
Project and General Public
Vehicles
1 Fatality 28-Jul-13
To be
submitted by 3
Aug 13
87 27-Jul-13 Road Accident Project Employee Project Vehicle 1 Fatality 27-Jul-13
To be
submitted by 2
Aug 13
86 25-Jul-13
Workplace
Accident
9:45 AM Not Reported Project Employee Tipper Truck Human mistake
Serious Injury on the
employee left hand
NA 25-Jul-13 14-Aug-13
To be submitted
by 21 Aug 13
85 25-Jul-13
Workplace
accident
4:00 PM EN1, Km 85+000 Project employee Somar Gabriel
Contractor's Equipment -
Grader
Human mistake 25-Jul-13
To be
submitted by
31 Jul 13
84 11-Jul-13 Road Accident 4:00 PM EN1, Km 143+000 Projects Employees
Project Vehicle -
SubContractor
Over speed
1 Serious Injured and 6
Injured
Yes 11-Jul-13 31-Jul-13
To be submitted by
7 Aug 13
83 5-Jul-13
Workplace
accident
5:15 AM EN1, Namapa Bridge Project employee Project Vehicle 1 injured Employee No 8-Jul-13 12-Jul-13
To be Submitted
by 1 Aug 13
82 26-Jun-13
Workplace
accident
11:30 PM Ocua quarry Project employee Convey Belt- Plant Human mistake 1 Serious Injury No 26-Jun-13 28-Jun-13 12-Jul-13
To be Submitted
by 22 Jul 13
81 29-May-13 Road Accident 10:00 AM EN1, Km 103+100
Project personnel and general
public
Project and Public vehicle Over speed
1 Fatality, 9 serious
injuries and 25 Injuries
on Non Project
employees
Yes 29-May-13 18-Jun-13 24 Jun 13
80 25-May-13 Road Accident 4:00 PM EN1, Km 117+000
Project personnel and general
public
Project and Public vehicle Over speed
2 Fatalities and 1
Serious injuries on Non
project employees
Yes 25-May-13 18-Jun-13 24-Jun-13
# Type
Date of
Occurrance
Accidents & Incident -Monitoring
Cause of
Accident
Equipment InvolvedPeople InvolvedPlaceTime
Notification Date Reporting
Involvement of
Police
Material
Damage/Injuries/
Fatality

RE/EHSSS
Labour Depart
(48 hrs)
Prelim. Report
Submitted on
(7 days)
Final Report
Submitted on (28
days)
# Type
Date of
Occurrance
Cause of
Accident
Involvement of
Police
Material
Damage/Injuries/
Fatality
79 21-May-13 Road Accident EN1, Km 121+160 Project employee Project vehicle Over speed
1 serious Injuries on
Non project employee
Yes 21-May-13 24-Jun-13 NA
78 20-May-13 Road Accident 9:00 AM EN1, 111+560 Project employee Project vehicle Over speed
Yes 20-May-13 18-Jun-13 24-Jun-13
77 18-May-13
Workplace
accident
9:30 AM
Batching Plant at Km
110+000
Project employee Steel fixer equipment Human mistake
Serious injuries on 1
Project Employee
NA 20-May-13 18-Jun-13 12-Jul-13
76 15-May-13 Road Accident 11:30 AM EN1, Km 144+200 Project worker Project vehicle Over speed
Injuries on 1 Non
project employee and
material damage on the
vehicle
Yes 15-May-13 17-May-13 24-Jun-13
75 7-May-13
Workplace
accident
7:00 AM EN1, Km 129+000 Project worker Project Vehicle
Lack of
communication
Seriuos Injuries on 1
Project Employee
No 7-May-13 17 May 13 12-Jul-13
74 23-Apr-13 Road Accident 7:20 AM EN1, Km 135+000 General Public Public Vehicle
Mechanical fault
(Binding of
Wheel)
Serious Injuries on 4 and
5 Injured Non Project
Employees
Yes 23-Apr-13 29-Apr-13 NA
73 30-Mar-13 Incident 10:30 AM
Batching Plant at Km
110+000
Project Workers Project vehicle Negligence
Injuries on 2 Project's
Employees
No 30-Mar-13 4-Apr-13 4-Apr-13
72 1-Mar-13 Road Accident 11:00 AM EN1, Km 136+000 General Public Public Vehicle Over speed
Serious Injuries on 1
Non Project Employee
Yes 1-Mar-13 4-Apr-13 NA
71
12-Feb-13 Road Accident 9:00 AM EN1, 145+100
Project Worker (SubContractor
Phonex)
Project Vehicle (Tiper Truck)
Lack of
communication
1 Serious Injuries on
Yes 12-Feb-13 25-Jun-13 NA
70
11-Feb-13 Road Accident 22:00 PM EN1, Km 101+300
Project Worker ( Scott Wilson
Driver)
Project Vehicle
Waiting police
report
Project Employee and
Injuries on 1 Non
Project Employee
Yes 11-Feb-13
69
26-Jan-13 Road Accident 1:00 PM EN1, 136+700 General Public Public Vehicle
Waiting police
report
2 Fatalities Non Project
Employees; Damage of
the vehicle
Yes 26-Jan-13 29-Jan-13 NA
68
20-Jan-13 Road Accident 12:15 PM Not Reported
Project Workers and General
Public
Project and Public Vehicle
Waiting police
report
Injuries on 1 Project
Employees
Yes 20-Jan-13 29-Jan-13
To be submitted
by 16 Feb 13
67
17-Jan-13
Workplace
accident
Borrow Pit NG 15
(126+100)
Project Worker None
Waiting Hospital
Report
1 Fatality Project
Employee
Yes 17-Jan-13
To be
submitted by
23 Jan 13

RE/EHSSS
Labour Depart
(48 hrs)
Prelim. Report
Submitted on
(7 days)
Final Report
Submitted on (28
days)
# Type
Date of
Occurrance
Cause of
Accident
Involvement of
Police
Material
Damage/Injuries/
Fatality
66
14-Jan-13
Workplace
accident
12:30 PM EN1, Km 79+000 Project Worker Project Vehicle
Waiting police
report
Seriuos Injuries on 1
Project Employee
No 14-Jan-13 29-Jan-13
To be submitted
by 11 Feb 13
65
11-Jan-13 Road Accident 11:10 AM
EN1 - ALUA, Km
121+160
Project worker (Inacio - Bridge
foreman)
Project Vehicle
Waiting police
report
1 Fatality Non Project
Employee (Young girl)
Yes 11-Jan-13 29-Jan-13 17-May-13
64
9-Jan-13 Road Accident 2:00 PM EN1. Km 137+404 General Public Public Vehicle
Waiting police
report
Yes 9-Jan-13 29-Jan-13 NA
63
4-Jan-13 Road Accident 12:30 PM
Between Km
138+500 and Km
138+987
Project worker Project vehicle
Waiting police
report
Employee
Yes 4-Jan-13 29-Jan-13 17-May-13
62
2-Jan-13 Road Accident 11:30 PM
EN1, Between Km
129+381 and Km
131+050
Project worker Project vehicle
Waiting police
report
Material damage Yes 2-Jan-13 29-Jan-13
61
17-Dec-12 Road Accident 4:30 PM ?
General Public and Project
worker
Project and Particular vehicle
Waiting police
report
Material damage on both
vehicle
Yes 17-Dec-12 8-Jan-13
To be submitted
on 14 Jan 13
60
17-Dec-12 Road Accident 10:00 AM
Km 146+000 Namapa
Bridge
General Public and Project
worker
Project Equipment and
Particular vehicle
Waiting police
report
Material damage Yes 17-Dec-12 8-Jan-13 17-May-13
49
13-Dec-12 Road Accident 11:00 PM
Deviation Km 131+200
RHS
General Public Public vehicle
The vehicle fell in
the deviation due
to heavy rain
Material damage on the
Truck
No 13-Dec-12 8-Jan-13 3-May-13
48
6-Dec-12 Road accident 6:20 PM Km 102+800 General Public Public vehicle Over speed Material damage Yes 6-Dec-12 19-Apr-13 NA
47
4-Dec-12 Road incident 600 m from Ocua Quarry Project worker Project vehicle Not reported
Injuries on 2 Project's
Employees
Yes 4-Dec-12 8-Jan-13 23-Apr-13
46
30-Nov-12 Road accident 1:00 PM Km 141+100
Project worker (Subcontractor
foreman)
Project vehicle Over speed
Project Employee
NO 30-Nov-12 8-Dec-12 19-Apr-13
45
29-Nov-12 Road accident 10:00 AM Km 80+200 General Public Public vehicles
One of the Public
vehicles
Yes 30-Nov-12 8-Dec-12 NA
44
22-Nov-12 Road accident
16:30 PM
Km 131+220 Project worker and Public
Project equipment and Public
vehicle (Maningue Nice)
Public vehicle
(Maningue Nice)
Yes 22-Nov-12 8-Dec-12 19-Apr-13
43
14-Nov-12 Road accident 4:00 PM KM 136+000 General Public Public vehicles Over speed
Injuries on 1 Non
Project Employee
Yes 14-Nov-12 21-Nov-12 NA

RE/EHSSS
Labour Depart
(48 hrs)
Prelim. Report
Submitted on
(7 days)
Final Report
Submitted on (28
days)
# Type
Date of
Occurrance
Cause of
Accident
Involvement of
Police
Material
Damage/Injuries/
Fatality
42
13-Nov-12 Road accident 11:00 AM
Km 151+000
Lurio River
Project's Workers Project's vehicles
Waiting police
report
Material damage Yes 13-Nov-12 8-Jan-13 NA
41
12-Nov-12 Road accident 13:30 PM CV 123 Km 141+035 General Public Public vehicles Brakes failure None Not reported 12-Nov-12 21-Nov-12 NA
40
3-Nov-12 Road accident 8:00 AM Km 117+800 General Public Public vehicles Over speed
Material damage (The
vehicles)
Not reported 3-Nov-12 21-Nov-12 NA
39
31-Oct-12 Road accident 2:00 PM Km 81+700 Project workers Project and Public vehice Over speed
1 fatality (Non project
Employees)
Yes 31-Oct-12 7-Nov-12
8 Jan 13
(Waiting for
court
deliberation)
38
30-Oct-12
Workplace
accident
1:00 PM Ocua quarry Project worker (Project vehicle) Dumper
Unsafe act and
lack of reversing
alarm
Employee
NA 30-Oct-12 7-Nov-12 8-Jan-13
37
27-Oct-12 Road accident 3:00 PM KM 136+000 General Public
Public vehicles (including
motocycle)
Over speed
Material damage (Public
vehicle)
Yes 27-Oct-12 7-Nov-12 NA
36
26-Oct-12 Road accident 11:00 PM Km 129+000 General Public
Public vehicles (including
motocycle)
Not reported
1 Fatality on Non
Project Employee
Yes 26-Oct-12 7-Nov-12 NA
35
17-Oct-12
Workplace
accident
15:30 PM Camp site (Carpentary) Contractor's personnel Compressor Human mistake
Employee
17-Oct-12 19-Oct-12 8-Jan-13
34
16-Oct-12 Road accident 6:30 AM KM 96+900 Genetal Public Public vehicle Over speed
Injuries on 2 Non
Project Employees
16-Oct-12 19-Oct-12 NA
33
12-Oct-12
Workplace
accident
8:40 AM KM 96+900 Contractor's personnel Project vehicle Over speed
Yes 17-Oct-12 19-Oct-12
8 Jan 13 (Not
closed more
details is
required)
32
10-Oct-12 Road accident 1:30 PM Km 134+000 General Public Public vehicle Over speed Material damage 10-Oct-12 19-Oct-12 NA
31
4-Oct-12 Road accident 11:00 AM Km 75+400 (Deviation) General Public Public vehicle
Hydraulic
problems
Contractor's generator,
air compressor scaffold
and toolbox
Yes 4-Oct-12 8-Oct-12 NA
30
2-Sep-12 Road accident 8:00 PM EN1, Km 125+900 Contractor's personnel Project's vehicle
Lack of
signalization and
dazzle
Employee
Yes 3-Sep-12 11 Sep 12 19-Oct-12
29
22-Aug-12 Road accident 12:40 PM EN1, Km 106+600 General Public Public vehicles Public's truck 22-Aug-12 NA 10-Sep-12 NA

RE/EHSSS
Labour Depart
(48 hrs)
Prelim. Report
Submitted on
(7 days)
Final Report
Submitted on (28
days)
# Type
Date of
Occurrance
Cause of
Accident
Involvement of
Police
Material
Damage/Injuries/
Fatality
28
17-Aug-12 Road accident 12:30 PM EN1, 137+800 General Public Public vehicles Negligence Public's truck - 17-Aug-12 NA 25-Aug-12 NA
27
6-Aug-12 Road accident 2:30 PM EN1, Km 102+000 Contractor's personnel Project's vehicle Excessive speed Contractor's truck 6-Aug-12 13-Aug-12 11-Sep-12
26
6-Aug-12
Workplace
accident
6:00 PM Namapa Camp Site Sub Contractor personnel NA
Unprotected fuel
separator's tank
Employee
NA 6-Aug-12 25-Aug-12 19-Oct-12
25
23-Jul-12 Road accident 2:00 PM EN1, Km 75+150 General Public Public vehicles Speed 1 Fatality Yes 23-Jul-12 NA 1-Aug-12 NA
24
23-Jul-12 Road incident 4:00 PM EN1, Km 127+400 Contractor's personnel Contractor's truck Lack of visibility Truck damage No 23-Jul-12 NA 7-Aug-12 NA
23
3-Jul-12 Road accident 8:00 AM EN1, Km 139+000
Contractor's personnel and
Public driver
Contractor's truck and Public
bus
Speed of the
Public vehicle
2 Non Project'e
Employees Injured
Yes 3-Jul-12 NA 5-Jul-12 11-Sep-12
22
29-Jun-12 Road accident 6:00 AM EN1, Km 143+800 General Public Public vehicles
Speed of the
vehicles
1 Fatality Yes 29 June 12 (Verbally) NA 5-Jul-12 NA
21
28-Jun-12 Road accident 6:00PM EN1, Km 144+400 General Public Public vehicles
Speed of the
vehicles
1 Fatality and 1 Serious
Injuries on Non Project
employees
Yes 28-Jun-12 NA 5-Jul-12 NA
20
27-Jun-12 Road accident 5:00 PM EN 1, Km 107+200
Contractor's personnel (Bruno
Campos)
Project vehicle Speed vehicle
project employee
Yes 27 June 12 (Verbally) NA 5-Jul-12 4-Apr-13
19
26-Jun-12
Workplace
accident
3:30PM Camp site (Carpentary)
Contractor's personnel
(Armando Jose das Neves)
None Human mistake
Employee
NA 26 June 12 (Verbally) 5-Jul-12 11-Sep-12
18
20-Jul-12 Road accident 13:45 EN1, Km 132+600 General Public Public vehicles Excessive speed None Yes 20-Jul-12 NA 30-Jul-12 NA
17
6-Jun-12
Workplace
accident
3:30PM Concrete Batching Plant Contractor's personnel Bob Cat Unsafe procedures None NA 6 June 12 (Verbally) NA 14. 06. 12 11-Sep-12
16
26-May-12 Road incident 12:00 PM EN1, Km 136+200
Engineer's and Contractor's
personnel
Project's vehicles Distraction
Engineer's project
vehicle
No 26 May 12 (Verbally) NA 28-May-12 NA
15
24-May-12 Road accident 11:30 PM EN1, Km 102+000 Contractor's personnel
Project vehicle and public
vehicle
Not reported Not reported Yes 24 May 12 (Verbally) 26-May-12 29-Jun-12

RE/EHSSS
Labour Depart
(48 hrs)
Prelim. Report
Submitted on
(7 days)
Final Report
Submitted on (28
days)
# Type
Date of
Occurrance
Cause of
Accident
Involvement of
Police
Material
Damage/Injuries/
Fatality
14
11-May-12 Road incident 16:00 PM Chiure, Km 154+600 Contractor's personnel
Project vehicle and electrical
cable
EDM electrical cable No 11-May-12 NA 24-May-12 2-Jul-12
13
19-Apr-12 Road accident 19:00 PM Nampula Town Engineer's support staff Project vehicle Unknown
Material damage
(Project vehicle ABN
914 MB)
Yes 20 April 12 (Verbally) NA 28-Apr-12
12
26-Feb-12 Road accident 11:30 PM Nacaroa Engineer's personnel
Project Vehicle and other road
user
Colision with
another vehicle
None, material damage Yes 26-Feb-12 NA 9 Marc 12 20-Mar-12
11
20-Feb-12 Road accident 12:00 PM Netia km 16+000
Jao Vieira Jaime
Guerreio
Yes 21-Feb-12 NA 27-Mar-12 27-Mar-12
10
1-Feb-12 Road accident 12:10 PM EN1 km119
Sergio Gregorio Jaime
Joao
Niassan ABN 688 MP Distraction of both
1 Injured on Project
Employee
Yes Verbally (1 Feb 12) NA 3-Feb-12 27-Mar-12
9
21-Jan-12
Workplace
accident
9:30 AM Namapa Camp Site
Manuel Ribeiro; Fernando
Figueiredo;Armando
Machine;Taquidir
Truck and Excavator Negligence 1 Fatality Yes 1/21/2012 (Verbally) NA 24-Jan-12 27-Mar-12
8
3-Jan-12 Road incident 2:00 PM N1 Nacaroa
Ernesto Jambane; Nordino
Neves
Mitsubishi Canter-ABQ 839
Mechanical fault
(Binding of
Wheel)
1 Injured Project
Employee
Not reported 1/16/2012(Verbally) NA 18-Jan-12 9-Mar-12
7
16-Dec-11 Road accident 11:30 PM Nampula Town Engineer's personnel
Project Vehicle and other road
user
Colision with
another vehicle
None, material damage Reported 16 Dec 11 (verbally) NA 20-Dec-11 1-Mar-12
6
15-Dec-11
Workplace
accident
4:00 PM Namapa Camp Site Acacio Monteiro Angle grinder Broken of blade
1 Injured Project
Employee
Not reported 12/15/2011 (Verbally) NA 16-Dec-11 27-Mar-12
5
28-Nov-11
Workplace
accident
3:00 PM Road-Culvert No 120 Emilio Joao NA Negligence
2 Serious Injuries on
Project employee
Not reported NA 8-Dec-11 27-Mar-12
4
17-Nov-11 Road accident 6:00 AM EN1 km 137+000
People not involved in the
Project
Truck NA Not reported Not reported NA 21-Nov-11 NA
3
31-Oct-11 Road accident 10:00 AM EN1 Plexus Junction
People not involved in the
Project
Truck and Motorcycle NA
1 Injured Non Project
Employee
Not reported NA
2
8-Oct-11 Road incident 7:00 AM Nampula Town Engineer's personnel Project Vehicle and gate
Colision with
pillar of gate at
Baboo Lodge
None, material damage Reported
Verbally (8 Oct 11)
NA 30-Oct-11 1-Mar-12
1 21-Sep-11 Road accident 6:00 PM EN1 Demining team- Monechecha
Toyota Hiace; Mercedes Benz
(Heavy truck)
Lack of sufficient
light on the
Mercedes Benz
1 Fatality and 7
InjuredProject
Employees
Yes
Verbally (21 Sep 12)
NA 11-Oct-11 27-Mar-12

APPENDIX 6.2 - NON CONFORMITY RECORD

Date Noted Works/Activity Aspect Works Element
Date
Contractor
Notified
Notice Ref.
Action Taken by Contractor and
Date
Current Status
10-Aug-13 Clearing and Grubbing Borrow Areas 23-Aug-13
EHS/NCR/0
17
The Contractor had not yet submitted
the NCR.
Open.
8-Feb-13 Concrete works Concrete Lined Drains 28-Feb-13
EHS/NCR/0
16
The Contractor submitted the NCR on
3 May 2013.
Closed.
7-Jan-13
Trial spray of MC 30 and
workshop activity
Soils contamination and
Traffic accommodation
4-Feb-13
EHS/NCR/0
15
The Contractor had not yet submitted
the NCR.
Open.
23-Nov-12 Maintenance/ Service Soils contamination 23-Nov-12
EHS/NCR/0
14
The Contractor collected the soils. Closed
23-Nov-12 Bitumen works Soils contamination 23-Nov-12
EHS/NCR/
013
The Contractor collected the
contaminated soils and submitted the
NCR.
Closed.
19-Nov-12 Service of Equipment Soils contamination 19-Nov-12
EHS/NCR/
012
The Contractor submitted on 7
December 2012 the NCR.
Closed.
19-Oct-12 Chemical Management
Handling and storage of
Hazarsous Chemicals
19-Oct-12
EHS/NCR/0
11
The Contractor submitted on 3
December 12 the NCR and the
Method Statement for Hazardours
Chemical Substances.
Closed.
18-Oct-12 Bridge works Safety procedures 19-Oct-12
EHS/NCR/0
10
The Contractor corrected but did not
yet submitted the Non-Compliance
Report.
Open
10-Oct-12 Bridge works Safety procedures 19-Oct-12
EHS/NCR/0
09
The Contractor had not yet provided
what was required bybthe Engineer.
Open
Description of Non-conformity and Action Required
Lot 2 - Mecutuchi Bridge to Rio Lurio (74.7km)
ENVIRONMENT, HEALTH AND SAFETY: NON-CONFORMITIES RECORD
30-Sep-13
The Contractor (Subcontractor) was doing service in
unapproved area. It was required to submit a NCR.
The Contractor is deliberately washing mobile concrete
mixer in unapproved site, creating social problems. It
was observed communities yard flooded with concrete
water, crops contaminated and children playing with
concrete waste. It was required to submit a NCR within
48 hrs.
Bad Management of MC30 and Used oil at the project
Site. The Contractor is failing to test water for
comsunption and distribute to the workforce. Also to
manage the flagmen and Stop/Go operators. The
Contractor was requested to submit the NCR in 48 hrs.
Spillage of MC 30. It was required to collect the soils
and submit a NCR
Failure to comply with spill procesures in case of spill.
Penalty was applied.
Clearing and grubbing of 5 proposed borrow areas
without jointly baseline survey. The Contractor was
requested to submit a NCR.
The Contractor is not submiting the Method statement
for Hazardous Chemical after several requests. It is
required to submit the Non Compliance Report and the
Document.
Unsafety work condition and unsafety acts. It was
required to submit Non Compliance Report and correct
the non-compliance
The Contractor is failig to provide training and toolbox
talk to the bridge and culverts workers. It is required to
conduct the training and toolbox talk.

Date
Contractor
Notified
Notice Ref.
Date
Current StatusDescription of Non-conformity and Action Required
26-Sep-12 Culverts works Traffic accommodation 26-Sep-12
EHS/NCR/0
08
The Contractor submit the Non
Compliance Report on 28 Sep 12, and
open the deviation on 29 Sep 12.
Closed.
28-Aug-12 Bridge works Traffic accommodation 28-Aug-12
EHS/NCR/0
07
The Contractor removed the stones
and carried out specific training to all
truck drivers on 29 Aug 12.
Closed.
21-Jul-12 Site traffic accommodation Traffic accommodation 27-Jul-12
EHS/NCR/
006
None. It was required to submit a
NCR, but had not yet.
Open
21-Jul-12 Site traffic accommodation Traffic accommodation 27-Jul-12
EHS/NCR/
005
The Contractor improved the numbers
of barrier and signage around some
work sites. The NCR was submitted
on 27 Jul 2012.
Closed.
20-Jul-12 Clearing and grubbing
Clearing of site
27-Jul-12
EHS/NCR/
004
None. The Contractor was applied
with penalty of 400,000 MT.
Closed.
25-May-12
Spread of subbase material
(LHS) and subgrade layer
(RHS)
Traffic accommodation 26-May-12
EHS/NCR/
003
NCR submitted on 30 Jul 12. The
Conractor still working in both sides
of the same section of the road.
Closed.
18-May-12 Culverts works Traffic accommodation
EHS/NCR/0
02
None. It was required to submit a
NCR, but had not yet.
Open
18-Apr-12 23-Apr-12
EHS/NCR/0
01
Promote a training involving all
workforce and representatives of the
subcontractors on 26 April 12
Closed
2-Dec-11 Camp site establishment Construction of Contractor's
foundation
2-Dec-11 Verbally Removal and disposal completed on 2
Dec 2011
Closed
2-Dec-11 Camp site establishment and
Road and Camp site work 2-Dec-11 Verbally Overall provided for the workers on
28 Jan 2012
Closed
22-Nov-11 Camp site establishment Camp site establishment 22-Nov-11 Verbally Contacted the ARA NORTE
Permission presented on January
2012
Closed
No sufficient traffic signs, cones, road plastic barricades
and delineators have been seen on the road. It is
required to rectify and to submit the Non-compliance
Report.
The Contractor has not erected enough barriers and
adequate signage around all worksites to prevent
accidents involving road users
1. Offoading of stones at the entrance of the Mecutuchi
Bridge on the Namialo side creating unsafe situation for
the road users. 2. Offoading of stone
without proper signalization on both sides.
It was required to rectify and to submit the Non
Compliance Report.
The Contractor was working in the Culvert 113 without
opening the deviation road, and normal traffic is
allowed to pass through the existing road, which has
become dangerous due to excavation carried out in the
culverts walls. The excavated walld are collapsing due
to vibration resulting from passage of heavy vehicles.
It was required to open deviation and to submit the Non
Compliance Report in 24 hrs
Acessing PPE-zone without PPE, it is requered that one
ane is allowed to be in the working area without PPE
Working on opposite sides of the same section of the
road
Deviation of traffic without authorization and approval
The Contractor carried out the clearing and grubbing of
areas at 91+500 LHS and 96+800 LHS without the
Engineer approval. It is required to rectify and to
submit the Non-compliance Report.
Spillage of oil at Camp site, Contractor instructed to
Clean up immediately. To remove and dispose of
topsoil as oil contaminated waste.
Unavailability of overalls (Protective clothing),
Contractor instructed to provide protective clothing to
the workers.
Sinking borehole without approval from ARA NORTE,
Contractor instructed to obtain approval.

Date
Contractor
Notified
Notice Ref.
Date
Current StatusDescription of Non-conformity and Action Required
15-Nov-11 Clearing and grubbing of road
reserve and culverts
Clearing of site 15-Nov.11 Verbally Provision of traffic signs completed
on 3 Dec 2011
Closed
11-Nov-11 Supply of temporary latrines Clearing of site 11-Nov-11 Verbally The Contractor received and started
using the mobile toilet on the
beginning of March.
Closed
11-Nov-11 Camp site establisment Camp site establishment 11-Nov-11 Verbally Toilet at Camp site provided on 13
Dec 11
Closed
24-Oct-11 Camp site establishment and
Clearing of site 24-Oct-11 Verbally Provision of safety shoes completed
on 3 Nov 11
Closed
24-Oct-11 Camp site establishment Extraction of material from
borrow pit
24-Oct-11 Verbally Extration stopped on 25 Oct 11. The
Borrow pit was rehabilitate on 20 Feb
12. NC closed on 29 Oct 12
Closed
24-Oct-11 Camp site establishment Clearing of site 24-Oct-11 Verbally Drums placed on impermeable
surface on 25 Oct 11
Closed
24-Oct Camp site establishment Clearing of site 10/24/2011 Verbally Cutting of branches of trees stopped
on 24 Oct 11
Closed
21-Oct-11 Provision of Human Resources
Manager
Camp site establishment 21-Oct-11 Verbally Procuring in progress The Contractor
have contracted a HRM and started
work on 29 Jan 2012
Closed
12-Oct-11 Camp site establishment Clearing of site 12-Oct-11 Verbally The Baseline Survey Report was done
on 13 Jan 2012
Closed
Unavailability of Human Resource Manager (HRM) and
Health and Safety Officer (HSO) in the Project,
Contractor instructed to provide HRM and HSO on site.
Diesel drums placed onground without protection,
Contractor instructed to stored the drums on
impermeable surface with bund
Clearing of the Camp site commenced without baseline
survey, instructed to carry out baseline survey.
Road activities carried out with unsufficient road traffic
signs, Contractor instructed to provide the signs.
Unavailability of mobile toilets, Contractor instructed to
make provision of mobile toilets.
Unavailability of toilets at Camp site, Contractor
instructed to provide toilets at Camp site.
Labourers working without safety shoes, Contractor
instructed to provide the complete Personnel Protective
Equipment (PPE).
Extraction of materials from a old Borrow Pit without
permission, Contractor instructed to stop the extraction
and rehabilitate the area.
Branch of trees cutted without consent, Contractor
instructed to stop cutting branches of trees.

APPENDIX 7.1 - WEATHER RECORDS

Rain No Rain Work No Work Rain No Rain Work No Work Rain No Rain Work No Work Rain No Rain Work No Work Rain No Rain Work No Work
Weekend
Weekend
Weekend
Weekend
Weekend
26 26 0 31 31 0 31 31 0 1 30 31 0
Months
Aug-13Jun-13
WORKING DAYS REGISTER
LOT 2: MECUTUCHI BRIDGE-RIO LURIO (74.7 KM)
Contract No. : CB-MCA-MOZ-RR-01/11-P152B
Jul-13 Oct-13Sep-13

Jan-12 Feb-12 Mar-12 May-12 Jun-12 Jul-12 Aug-12 Sep-12 Oct-12 Nov-12 Dec-12
(mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm)
1 no record 22 no rain no rain no rain no rain no rain no rain 3 1 no rain
2 no record no rain no rain no rain no rain no rain no rain no rain no rain no rain no rain
3 no record 36 1 no rain no rain no rain no rain no rain no rain no rain no rain
4 no record no rain 3 no rain no rain no rain no rain no rain no rain no rain no rain
5 no record no rain 6 9.5 2 no rain no rain no rain no rain no rain no rain
10 no record no rain no rain no rain no rain no rain no rain no rain no rain no rain no rain
11 no record no rain no rain no rain no rain no rain no rain no rain no rain no rain 3
12 no record 4.5 7 no rain no rain no rain no rain no rain 13 no rain 68
13 no record no rain 10 no rain no rain no rain no rain no rain no rain no rain 70
14 no record no rain no rain no rain no rain no rain no rain no rain no rain no rain
15 no record 8 no rain no rain no rain no rain no rain no rain 50 no rain
16 no record 1.5 no rain no rain no rain no rain no rain no rain no rain no rain
18 no record no rain no rain no rain no rain no rain no rain no rain no rain 16
19 no record 6 no rain no rain no rain no rain no rain no rain no rain 25
20 no record no rain no rain no rain no rain no rain no rain no rain no rain 46
21 no record no rain no rain showers showers no rain no rain no rain no rain 17
22 no record no rain no rain 26 0.4 no rain no rain no rain no rain no rain
25 no record 26 no rain no rain no rain no rain no rain no rain no rain no rain
26 no record 23 no rain no rain no rain no rain no rain no rain no rain no rain
27 53 no rain no rain no rain no rain no rain no rain no rain no rain no rain
28 4 10 no rain no rain no rain no rain no rain no rain no rain no rain
29 no rain 29 1.5 no rain no rain no rain no rain no rain no rain no rain
30 no rain x no rain no rain no rain no rain no rain no rain no rain no rain
Subtotals 3 10 9 2 2 1 0 0 2 2 8
RAINFALL RECORD
Day
2012
NAMAPA LABORATORY STATION
LOT 2: MECUTUCHI BRIDGE - RIO LURIO (74.7 KM)
Contract No. : CB-MCA-MOZ-RR-01/11-P152B

Jan-13 Feb-13
(mm) (mm)
no rain 14
no rain no rain
no rain no rain
no rain no rain
33 15
no rain no rain
30 22
no rain no rain
60 no rain
1 no rain
4 7
no rain no rain
no rain no rain
no rain no rain
15 no rain
0.5 8
no rain 24
no rain no rain
no rain 12
no rain 40
no rain no rain
22 no rain
2 no rain
no rain no rain
12 16
5 26
42 no rain
no rain no rain
no rain no rain
55 no rain
14 10
32
0
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
0
Sep-13
(mm)
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
0
Aug-13
(mm)
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
0
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
0
Jul-13
(mm)
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
Jun-13
(mm)
no rain
no rain
no rain
Feb-13
(mm)
no rain
no rain
no rain
no rain
no rain
4.5
11
no rain
no rain
no rain
no rain
no rain
40
no rain
no rain
no rain
no rain
no rain
no rain
6.5
no rain
no rain
no rain
no rain
no rain
no rain
no rain
8.5
1.5
3.5
no rain
no rain
no rain
no rain
Apr-13
(mm)
20
no rain
no rain
no rain
no rain
0.5
no rain
76
2.5
no rain
8
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
40.5
no rain
no rain
no rain
no rain
no rain
Oct-13
(mm)
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
0
2013
no rain
no rain
0.5
no rain
May-13
(mm)
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain
no rain

APPENDIX 7.2 - TDM RELOCATION STATUS

Contract No. CB-MCA-MOZ-RR-01/11-152B 31-Mar-13
From To
Length
(km)
From To Start End date
75+100 77+500 400 400 Mecutuchi Bridge Complete 8/29/2012 1/21/2013
77+113 77+675 562 562
78+300 79+027 727 727
8 79.550 80.050 0.50 Nil Nil 0 500 7/16/2012 1/18/2013
85+100 86+000 900 Not yet started 2/29/2012 1/10/2013
88+300 88+700 400 400 Relocation work Completed
89+400 89+800 400 Trenching complete, sleeve not yet in place
89+800 90+020 220 400 Muchala Bridge complete
91+100 91+500 400 400 Mecuburi (91+140 to 91+800), Complete
93+000 94+550 1550 Duct only, cable not yet relocated
93+500 94+200 700 No relocation activity undertaken 350 6/1/2012 1/4/2013
96+700 97+800 1100 1100 Niheque Bridge completed 1/26/2012 1/1/2013
101+100 101+500 400 400 Relocation work completed
101+917 102+217 300 300 work reported to be not necessary
102+900 103+800 900 900 Relacation work completed
104+700 105+000 300 300 work reported to be not necessary
9 93.000 95.600 2.60
5 95.600 116.750 21.15
93.000
187008670
9730
2250
Total Length to
relocate in
Section (m)
Chainages
Length
relocated to
Date (m)
Priority ranks
of Instructions
to Tele-Visa
Progress Commentary as at 31 March 2013
TDM Relocation Section
TDM FIBRE OPTIC RELOCATION
Work
Sequence
Section
7
6 12.95
4.55 1689
4900
Total Length
Available to
Contractor to
Work (m)
4550
Contractor's Program
Cable
Length to
Relocate (m)
75.000 79.550
80.050

From To
Length
(km)
Total Length to
relocate in
Section (m)
Chainages
Length
relocated to
Date (m)
Priority ranks
of Instructions
to Tele-Visa
Work
Sequence
Section
Total Length
Available to
Contractor to
Work (m)
Cable
Length to
Relocate (m)
10 116.750 117.250 0.50 116+750 117+250 500 500 500 Relocation work completed 500 2/17/2012 12/19/2012
122+000 122+240 240 240 Relocation work completed 11/18/2011 12/9/2012
127+400 127+800 400 400 Relocation Work completed
12 134.050 135.550 1.50 134+050 134+386 336 336 336 Relocation work completed 1/20/2012 12/1/2012
2 135.550 136.250 0.70 700 700 700 No relocation work required 1/20/2012 11/29/2012
13 136.250 136.750 0.50 Nil Nil 500 500 500 1/16/2012 11/27/2012
138+800 139+100 300 300
Culvert 121, Relocation work completed
139+800 140+585 785 785 Relocation Work completed 10/25/2011 11/24/2012
1 143.700
122.000 134.050 12.05 3295 14061
6.95 2685136.750
3

From To
Length
(km)
Total Length to
relocate in
Section (m)
Chainages
Length
relocated to
Date (m)
Priority ranks
of Instructions
to Tele-Visa
Work
Sequence
Section
Total Length
Available to
Contractor to
Work (m)
Cable
Length to
Relocate (m)
142+100 143+400 1300 1300 Relocation Work completed.
143+400 144+200 800 800 Relocation Work Completed 6/13/2012 11/21/2012
145+600 146+100 500 500 Relocation Work Completed
146+100 146+500 400 400 Relocation work conpleted
15 146.700 149.700 3.00 149+200 149+700 500 500 500 Relocation work completed 6/25/2012 11/24/2012
74.70 30855 24585 57421
% Progress to Date 80%
14 143.700 146.700 3.00 1700 3000

APPENDIX 7.3 - CORRESPONDENCE REGISTER AND IMPORTANT CORRESPONDENCE

31-Oct-13
Date of Communication Reference Originator Subject Action Status Date
02.10.2013 C MZ11001/2013/2164/JPG JV-MAEC Erosion Protection on bridges
03.10.2013 C MZ11001/2013/2169/JPG JV-MAEC Request for Inspection Approval
03.10.2013 C MZ11001/2013/2170/JPG JV-MAEC Test Report
08.10.2013 C MZ11001/2013/2177/JPG JV-MAEC Signalization Works
08.10.2013 C MZ11001/2013/2178/JPG JV-MAEC Certificative CSB test results at 120mm layers
09.10.2013 C MZ11001/2013/2182/JPG JV-MAEC Signalization Doubts site Instruction nº 59
17.10.2013 C MZ11001/2013/2187/JPG JV-MAEC Notice 38 - Lack of water at Mecuburi rive
14.10.2013 C MZ11001/2013/2188/JPG JV-MAEC Culvert 115A
14.10.2013 C MZ11001/2013/2189/JPG JV-MAEC Slope at km 149+700
10.10.2013 C MZ11001/2013/2190/JPG JV-MAEC Contractor s Representative on leave . Delegation of powers and duties
10.10.2013 C MZ11001/2013/2192/JPG JV-MAEC Signalization doubts
18.10.2013 C MZ11001/2013/2198/JPG JV-MAEC Drainagem at km 101+500 LHS
11.10.2013 C MZ11001/2013/2202/JPG JV-MAEC New Signalization
12.10.2013 C MZ11001/2013/2206/JPG JV-MAEC New Signalization Project
16.10.2013 C MZ11001/2013/2214/JPG JV-MAEC Statement nº28 -Cumulative measurements util 22 of September 2013
16.10.2013 C MZ11001/2013/2215/JPG JV-MAEC Method statement erection of the road signs
16.10.2013 C MZ11001/2013/2216/JPG JV-MAEC Landscaping and grassing
17.10.2013 C MZ11001/2013/2217/JPG JV-MAEC Road marking in the trasition between the road and the Rio Lurio bridge
17.10.2013 C MZ11001/2013/2220/JPG JV-MAEC Insurance Certificante delivery
21.10.2013 C MZ11001/2013/2231/JPG JV-MAEC Optical cable at alua
Contract No. : CB-MCA-MOZ-RR-01/11-152B
LOT 2: MECUTUCHI BRIDGE TO RIO LURIO (74.7KM)
Correspondence Register
Letters from the Contractor

Letters from the Contractor
23.10.2013 C MZ11001/2013/2238/JPG JV-MAEC Method statement road markings and guardrails
23.10.2013 C MZ11001/2013/2239/JPG JV-MAEC Progress of the crack and house assessment progress. Namapa completed
23.10.2013 C MZ11001/2013/2240/JPG JV-MAEC Delegation of powers and duties
24.10.2013 C MZ11001/2013/2242/JPG JV-MAEC Signalization Doubts
24.10.2013 C MZ11001/2013/2243/JPG JV-MAEC Complaint to Namapa Police
26.10.2013 C MZ11001/2013/2250/JPG JV-MAEC Cumulative measurements util 15 of October 2013
30.10.2013 C MZ11001/2013/2257/JPG JV-MAEC Ref.0940/MCA -DE/203
30.10.2013 C MZ11001/2013/2261/JPG JV-MAEC Traffic Signs,carringeway Marking and guard Rails
31.10.2013 C MZ11001/2013/2265/JPG JV-MAEC Drainagem at km 101+500 LHS
31.10.2013 C MZ11001/2013/2269/JPG JV-MAEC Claim Following Notice 38 lack of water at Mecuburi River
09.10.2013 M1062/ei/1161 Resident Engineer Erection of traffic signs and applying of carriageway marking
07.10.2013 M1062/ei/1162 Resident Engineer Mecutuchi Bridge. Abutment slop protection works JV MAEC
11.10.2013 M1062/ei/1163 Resident Engineer Position of road marking across the carriageway JV MAEC
11.10.2013 M1062/ei/1166 Resident Engineer Clarification Thougnt JV MAEC
11.10.2013 M1062/ei/1167 Resident Engineer Clarification Thougnt JV MAEC
14.10.2013 M1062/ei/1168 Resident Engineer Clarification to contractors quaries JV MAEC
15.10.2013 M1062/ei/1169 Resident Engineer Muchala bridge. Abutment slope protection works JV MAEC
15.10.2013 M1062/ei/1170 Resident Engineer Resident Engineer on leave delegation of powers and duties JV MAEC
25.10.2013 M1062/ei/1171 Resident Engineer Signalisation Doubts JV MAEC
25.10.2013 M1062/ei/1172 Resident Engineer Method Statement for erection of road Signs JV MAEC
25.10.2013 M1062/ei/1173 Resident Engineer Access culvert at km 147+500 JV MAEC
28.10.2013 M1062/ei/1175 Resident Engineer Confirmatory tests for bituminuem at CSIR Laboratory JV MAEC
31.10.2013 M1062/ei/1176 Resident Engineer Tests results for Crushed stone Materials JV MAEC
Letters to the Contractor

APPENDIX 7.4 - MINUTES OF MEETINGS

THE REHABILITATION AND UPGRADING OF THE N1 ROAD BETWEEN NAMIALO AND
RIO LÚRIO IN NAMPULA PROVINCE
Contract no
Lot 2: Mecutuchi Bridge – Rio Lúrio
TECHNICAL MEETING No. 67
Date: 25th
October, 2013 Time: 15:00 Hrs.
Venue: Engineer’s Office, Namapa
SUMMARY OF CONTRACT DETAILS
EMPLOYER ENGINEER CONTRACTOR
Millennium Challenge
Account - Mozambique
Administração
Nacional de Estradas
Scott Wilson Ltd Monte Adriano e Casais JV
File Ref: File Ref: File ref: File ref:
Contract Value 46.286.933,20 USD
Estimated Final Contract Value 46.286.933,20 USD
Contract Commencement Date 01 August 2011
Contract Period 540 days
Contract Completion Date 21 January 2013
Extension of Time Granted None
Extended Contract Completion Date None
Anticipated Contract Completion Date 21 January 2013
NEXT MEETING: TECHNICAL MEETING No. 68: 01st
November, 2013 15:00 Hrs.
Note: All actions arising from discussions at the meeting must be executed as required by the persons
responsible, regardless of when the minutes are distributed. The minutes serve only as a record of
discussions held at the meeting.
Remark: Items not finalized in previous meetings or critical tasks not actually discussed in this meeting
but that need attention are presented in Italics style, with reference to meeting and item number
where applicable.

Lot 2: Mecutuchi Bridge to Rio Lurio (74.7Km)
Rehabilitation of Road N1 between Namialo – Rio Lúrio, Nampula Province Page 2
Item Description of Item Action
A ATTENDANCE AND APOLOGIES
Name Representing Contacts
1 Jane Konzani Scott Wilson Ltd janekonzani@gmail.com 829093704
2 Tachiona Chamboko Scott Wilson Ltd tachionachamboko@yahoo.com 825322733
3 Shadreck Takuva Scott Wilson Ltd shadtakuva@yahoo.com 844 127 129
4 Joshua Fusire Scott Wilson Ltd Joshua.Ziyedzo@scottwilson.com 826761553
5 Inacio Sitoe ANE isitoe@mca.gov.mz 844919207
6 Fernando Martins MAC-JV Fernando.martins@monteadriano.pt 842607809
7 Bruno Silva MAC-JV Bruno.monine@casais.pt 845187717
8 Antonio Alves MAC-JV Antonio.alvis@,monteadriano.pt 840654792
9 Ricardo Ribeiro MAC-JV Ricardo.ribeiro@idresearch.pt 842577073
Apologies
1 Elias Ibrahim Scott Wilson Ltd Elias.Ibrahim@urs.com 829890275
2 Munyaradzi K Makubika Scott Wilson Ltd kmakubika@scottwilson.com 828123218
3 Gilbert Chivero Scott Wilson Ltd gilchivero@yahoo.co.uk 825322939
4 Jorge Castro MAC-JV Jorge.castro@monteadriano.pt 843802083
5 Pedro Canha MAC-JV pedro.canha@casais.co.mz 845189716
Minutes Prepared by Shadreck Takuva

1.0 ATTENDENCE REGISTER, APOLOGIES AND ADOPTION OF THE AGENDA
1.1 The meeting was chaired by the Deputy Resident Engineer - Materials, who
welcomed all present; The chair made introductions and the agenda was
circulated to all parties present.
1.2 The agenda of the meeting was adopted as proposed.
1.3 Introductions were made and the attendance register was circulated. Apologies
were noted.
2.0 CONFIRMATION OF PREVIOUS MEETING MINUTES AND MATTERS
ARISING
2.1 Minutes from the meeting on 23
rd
August, 2013 were dispensed, members felt
that these had been overtaken by events on the project and so there was no point
in referring to the matters that arose from them.
.
3.0 PROGRESS REVIEW
3.1
3.1.1
3.1.2
a)
b)
c)
Planned Versus Actual
The Contractor outlined the cumulative progress as indicated below:
Road works
 Roadbed preparation achieved 100%
 Fills achieved 100%
 Subgrade achieved 100%
 Stabilization achieved 69.1km average full width to date
 Crushed stone base achieved 63.1 average full width to date
 Prime Coat achieved 56.5 average full width to date
 Double seal achieved 54.5km average full width to date
 Fog Spray achieved 45.5km average full width to date
Progress on the structures was reported as follows:
Bridges
 Expansion joint filling for all bridges is now complete except for
Mecutuchi River Bridge which is currently being worked on.
 Gabion protection works complete for Namapa River Bridge and
Mecutuchi River Bridge, gabion protection works for Muchala River
Bridge is currently ongoing.
Culvert Protection Works
 Erosion protection works of stone pitching and gabion baskets going with
only culverts 72,75,70,76,77 and 118 still outstanding. This is contrary to
a letter written to the Engineer claiming that all works on the culverts was
complete.
Kerbings
 3000m Kerbs had been installed to date.

d)
3.2
3.3
Lined Drains
 18 500m lined drains have been constructed to date.
Factors Affecting Progress
 Shortage of fuel attributed to cash flow problems
 Breakdowns at the Ocua quarrY.
 Long haul distances of water for construction purposes.
 Water sources were now diminishing
 Shortage of cutback bitumen MC30 for priming purposes
Mitigation Measures
 The problem at the quarry has been partially solved however the
contractor is still waiting for the delivery of new spare parts for the
crushers.
 The contactor is hoping for the rapid liquidation of the outstanding
statements. On this issue the Engineer clarified that the statements have
been checked and would be sent for processing soon.
 The contractor is manufacturing cutback bitumen on site a situation
however which could result in the negative impact of shortage of bitumen
intended for surfacing.
 Contractor is procuring bitumen from Razel limited as a stop gap
measure.
4.0 QUALITY CONTROL
4.1
4.2
4.3
Inspections
The quality of the masonry lined drain in Alua was disapproved by the Engineer;
a joint site visit should be arranged. The Contractor however maintains that the
lined drain was verbally approved on site by the Deputy Resident Engineer –
Bridges, a point which was quashed in view of the fact that all
approval/disapprovals are to be in writing and signed by the same Bridges
Engineer were disapproved and finally by the Resident Engineer
Testing
The crushed stone base material from the Ocua quarry is failing on the 10% fines
factor. The contractor was advised to re mix the material and take samples to the
laboratory. The laboratory results are to be submitted to the Resident Engineer as
a matter of urgency. The contractor was also instructed during the meeting not to
mix stockpiles of different materials, the mixing should only be done after
determining proportions from each stockpile and design mixes are supposed to
be submitted together with the laboratory results.
Survey
3M Straight edge was reported to have been delivered to the contactor’s site
office but not yet delivered to the Engineer.
MAC JV/SW
MAC JV
MAC JV
5.0 TECHNICAL ISSUES
5.1 It was observed on site that the finished crushed stone base layer between
chainages 91+000 to 94+000 is showing signs of waving; a joint site visit should
be arranged so as to have an on-site inspection.
SW/MAC JV

5.2
5.3
5.4
5.5
Laboratory Equipment has not been officially handed over to the Engineer. The
Contractor was advised to hand this over as soon as possible.
The Engineer advised the Contractor to start preparing Method Statements for
the outstanding works like Road marking, road studs, hazard plates, road signs,
and kilometre posts while he was waiting for the works to commence.
The Engineer reported that the Contractor’s chip spreader needed recalibration,
the application rate of aggregates is not consistent. The machinery also requires
constant cleaning to avoid accumulation of dust particles and mud.
The contractor reported that the laboratory equipment for the tests of UCS and
ITS is broken down, However the Contractor promised to have the equipment
repaired by 28 October, 2013, a Technician was going to come from Protea
Survey to repair this machine.
MAC JV
MAC JV
MAC JV
MAC JV
6.0 INFORMATION REQUIRED FROM ENGINEER
6.1
6.2
6.3
6.4
6.5
6.6
6.7
6.8
The Contractor reported that he required the following information from the
Engineer:
Extent of junctions, pavement on junctions, drainage, road signs, road marking
and kerbs
Gabion protection and stone pitching drawings for Mecuburie river bridge,
Niheque river bridge and Lúrio River Bridge.
Namapa South lined drain LHS/RHS, the bridges Engineer proposed to change
the alignment of this drain.
Definition and location of grass and tree planting.
Location and details of cross over slabs
Access to markets and types of pavements
Culvert 115 protection works (storm water from the culvert is being discharged
into some houses.
Guard rails and carriageway markings on the Lurio bridge approaches.
SW
SW
SW
SW
SW
SW
SW
SW
7.0 INFORMATION REQUIRED FROM CONTRACTOR
7.1
The Engineer reported that he required the following information from the
Contractor:
Battery clamp for Total Station.
The Engineer advised the Contractor that the Total Station was delivered without
the correct battery clamp.
MAC JV
8.0 CONTRACTOR’S WORK PLAN FOR THE NEXT WEEK
8.1
The work plan for the next week was presented as follows:
Road works:
 2.0km of Sub base stabilization
 3.0km of Crushed stone base
 4.0.0km of Prime coat
 4.0km of double seal

8.2
 7.5km Fog Spay
Structures:
 Finish installation of kerbings
 Start on the Namapa lined drain
 Protection works for Mecutuchi and Muchala bridges
 Inlet and outlet works on culverts 72, 75,70,76,77 and 118.
 Expansion joint filling for Mecutuchi bridge
9.0 ANY OTHER BUSINESS
9.1
9.2
9.3
9.4
9.5
9.6
9.7
Fumigation of site offices and residence, the contractor advised that contacts had
been made with the service provider and the date for fumigation was going to be
advised in the not too distant future.
Laboratory Equipment list has not yet been handed over to the Engineer.
The contractor was advised to improve on the servicing of project vehicles.
The contractor was instructed to submit a method statement on the bleeding and
patching of some potholes which are being observed along the Centre line joint.
The contractor was asked to submit traffic management plan on fog spray.
As no additional agenda was proposed, the meeting was closed at 17.30 hours
Date for the next meeting was set for 01
st
November 2013 at 15.00 hrs
10.0 ACCEPTANCE OF TECHNICAL MEETING NO.67
Signed on behalf of
___________________ ___________________
Contractor Engineer
___________________ ___________________
Dated: Dated:

DISTRIBUTION
Contact Person Hard
copies
Electronic
copies
Employer
 ANE Director General 1 1
 MCA Executive Director 1 1
 MCC Chief Executive 1 1
 MCC Chief Executive 1 1
Engineer
 Project Manager Washington Mupazviriwo 1 1
 Engineer Charles Bopoto 1 1
 Resident Engineer Elias Ibrahim 1 1
Contractor
 Contractor
Representative
Jorge Castro 1 1

Monthly Progress Report Sample

Rehabilitation of Road N1 between Namialo – Rio Lúrio, Nammpula Province 1 of 10
THE REHABILITATION AND UPGRADING OF THE N1 ROAD BETWEEN NAMIALO AND
RIO LÚRIO IN NAMPULA PROVINCE
Contract no
Lot 2: Mecutuchi Bridge – Rio Lúrio
MINUTES OF SITE MEETING NO
26
Date: 18th
October, 2013 Time: 11.00 Hrs. Venue: Engineer’s Office, Namapa
SUMMARY OF CONTRACT DETAILS
EMPLOYER ENGINEER CONTRACTOR
Millennium Challenge
Account – Mozambique
Administração
Nacional de Estradas
Scott Wilson Ltd Monte Adriano e Casais JV
Accepted Contract Amount 46,286,933.20 USD
Estimated Final Contract Sum 46,286,933.20 USD.
Commencement Date 01 August 2011
Time for Completion 540 days
Completion Date 21 January 2013
Extension of Time for Completion Granted 160 days
Revised Completion Date 30 June, 2013
Note: All actions arising from discussions at the meeting must be executed as required by the persons
responsible, regardless of when the minutes are distributed. The minutes serve only as a record of
discussions held at the meeting.
Remark: Items not finalized in previous meetings or critical tasks not actually discussed in this meeting
but that need attention are presented in Italics style, with reference to meeting and item number
where applicable.

Item Proceedings Action
A ATTENDANCE AND APOLOGIES
Name Representing Contacts
1 Agostinho V. Notece MCA anotece@mca.gov.mz 823088070
2 Basilio Nzunga MCA-ANE bnzung@mca.gov.mz 823947850
3 Inacio Sitoe MCA-ANE isitoe@mca.gov.mz 827975480
4 Celco Nicols MCA-ANE cnicols@mca.gov.mz 843125860
5 Charles Bopoto Scott Wilson Ltd charles.bopoto@urs.com 825159845
6 Jane Konzani Scott Wilson Ltd janekonzani@gmail.com 840657501
7 Munyaradzi Kenneth
Makubika
Scott Wilson Ltd kmakubika@scottwilson.com 828123218
8 Jorge Castro MAC-JV Jorge.Castro@monteadriano.pt 640654840
9 Fernando Martins MAC JV Fernando.martins@monteadriano.pt 842607809
10 Antonio Alves MAC-JV Antonio. Alves@monteadrian.pt 824963921
11 Nuno Correia MAC-JV Nuno.correia@ecovisao.pt 840654810
Apologies
1 Herminio Malate MCC malatehm@mcc.gov 843033094
2 Emilio Muchanga MCA emuchanga@mca.gov.mz 823152330
3 Deolinda Nunes MCA-ANE dnunes@mca.gov.mz 823032218
4 Dinis Eduardo MCA deduardo@mca.gov.mz 842549340
5 Samira Izidine MCA sizidine@mca.gov.mz 823157380
6 Isac Ibrahimo ANE-Nampula iibrahimo@ane.gov.mz 824198500
7 Violeta Ngale ANE vngale@ane.gov.mz 843016770
8 Paulino Chiziane ANE pchiziane@ane.gov.mz 844141018
9 Elias Ibrahim Scott Wilson Ltd elias.Ibrahim@urs.com 840657503
10 Tachiona Chamboko Scott Wilson Ltd tachionachamboko@yahoo.com 825322733
11 Pedro Canha MAC-JV pedro.canha@casais.co.mz 845189716
12 Joaó Alves MAC-JV Joao.alves@casais.co.mz 848102981
The Attendance List as completed on Site is annexed.

1.0 WELCOME, INTRODUCTIONS AND ADOPTION OF THE AGENDA
1.1
1.1.1
1.1.2
1.1.3
Welcome and Introductions and Adoption of Agenda
The meeting was chaired by Engineer Charles Bopoto who welcomed all present at
the meeting. The Engineer introduced the agenda that was circulated to all parties
before the meeting.
The agenda was adopted.
The minutes were accepted without any corrections:
2.0 CONTRACTOR´S PROGRESS AND PROGRAMME
2.1
2.1.1
2.1.2
2.2
2.2.1
2.3
2.3.1
Contractor’s Planned and Actual Production Report
The Contractor outlined his progress to date as follows:
Road Works
The overall progress on road works was outlined as follows:
- Road bed preparation achieved 74.7km
- Fills and subgrade achieved 74.7km
- Sub base stabilization achieved 65.9km
- Crushed Stone base achieved 60.2km
- Prime Coat achieved 53.7km
- Double Seals achieved 50.5km
- Fog Spray achieved 34.4km
Structures
The overall progress on structures was outlined as follows
- Culverts construction achieved 100%
- Bridges construction achieved 99%
- Concrete lined Drains construction achieved 17.7km
- Kerbs installation achieved 2,600m
- 10 No Bus Bays Shelters and 17 platforms had been constructed.
- Bridge embankment protection works had just commenced.
Factors Adversely Affecting Work Activities
The Contractor outlined the following as being factors that were adversely affecting
the work activities:
- Lack of Supply MC 30 for Prime
- Diesel problems
- Water Bowsers had a lot of breakdowns
- Cash flow problems affected progress.
- 2 Graders were so far on breakdown.
- Sub-contractor for drilling at the quarry stopped working due to lack of
payment
Action taken to Mitigate Adverse Factors
The Contractor indicated that the following actions were taken to mitigate the adverse
factors:
- Had ordered MC 30 and was just waiting for the supply from South Africa

2.4
2.4.1
2.4.2
Detailed Programme and Milestones Review
The Engineer reported that the detailed program and milestones review as follows:
- On Earthworks the Contractor achieved 100%
- On sub base stabilization the Contractor achieved 88.2%
- On Crushed stone base the Contractor achieved 80.5%
- On Prime Coat the Contractor achieved 71.9%
- On Surfacing works the Contractor planned achieved 67.6%
The Contractor reported that he was planning to have all sub base and base course
completed by mid-November, 2013, all surfacing completed by end November, 2013
and all other works completed by mid of December, 2013.
3.0 QUALITY AND WORKMANSHIP
3.1
3.1.1
3.1.2
3.2
3.2.1
a)
3.2.2
3.2.3
a)
b)
c)
3.2.4
a)
b)
Materials Sources and Licenses Approvals
The Engineer reported that the proposed coring on Span 4 on Mecutuchi Bridge was
not yet done. The Contractor was going to submit his proposal to the Engineer. This
was going to be discussed further in the technical meeting.
MCA advised the Contractor to compile a list of all borrow pits and the amount of
material that had been extracted. This information is supposed to be sent to the
Ministry of Mines and Natural Resources.
Defective Work and Materials (Non-conformance Reports)
Work Methods/Procedures
The Engineer highlighted to the Contractor that the work on shoulders was still not
being carried out according to the specification. The Contractor was at times using
material which was not tested and the finished work was also not being tested. He
was advised that the shoulders were supposed to be constructed using approved
material and in accordance with the specification.
Materials Sampling and Testing
The testing was in progress and it was in order.
Surveys
The Engineer reported that the second Total Station which the Contractor had been
instructed to supply was now issued to the Engineer. However it was not in full
working condition as some part were not available and were still on the way.
The Contractor was also reminded to provide the 3m Straight edge to the Engineer
as provided in the Specification.
The Engineer reported that the level differences on the joint for Lot 1 and Lot 2 at
Mecutuchi Bridge has been sorted out. This occurred when Lot 1 carried out their
works up to Mecutuchi Bridge and it was discovered that they ended up being 20cm
higher.
Structures
The Engineer noted that the quality of work on the structures that were being done
currently was not good and this had even shown after the first rains fell.
The Engineer advised the Contractor to check on the workmanship on the chutes.
The Engineer was of the opinion that this work was done on un-compacted slopes
and they were going to be eroded once the rains start.
MAC JV
MAC JV
MAC JV
MAC JV
MAC JV
MAC JV
MAC JV

c)
d)
e)
The Engineer noted that the Contractor did not have chamfers on most of his
concrete works. The Contractor indicated that he viewed this as an additional work
since it was not in the BOQ. On the contrary the Engineer informed the Contractor
that it was a common practice and requirement not to have sharp edges on all
concrete structures but to have chamfers.
The Contractor was advised to remove all the sign of Casais that were placed on
Mecuburie Bridge.
The Contractor reported that he was still waiting for an instruction from the Engineer
on Erosion protection work and was now afraid since the rain was now eminent. The
Engineer was advised to issue this instruction to the Contractor as soon as he
possibly can. Three bridges were still to be instructed and the Engineer indicated that
these were going to be instructed by next week.
MAC JV
MAC JV
SW
4.0 MEASUREMENT AND PAYMENTS
4.1
4.1.1
4.1.2
4.2
4.3
4.4
4.4.1
4.5
4.5.1
Measurements Issues
The Engineer also reported that Pre-take meeting over was done where Valuation of
works was done until 22nd
September were discussed and agreed upon jointly.
The Engineer reminded the Contractor to submit Revised Program of works.
Contractor’s Statement
Statements had been submitted up to No. 28 for the period from 15th
September to
22nd
September, 2013
Interim Payment Certificates
The Engineer reported that he had now issued up to IPC No.24
Payment Record
The Contractor reported that he had received payment up to IPC No.24
Financial S-curve Analysis/Cash Flow Analysis
Nothing was discussed
5.0 CONTRACT ADMINISTRATION
5.1
5.2
5.3
Contractor´s Superintendence Organisation
The Engineer noted that there was no approved Materials Engineers on the
Contractor’s side. The Contractor appeared not to have been ready to provide a
replacement for the Materials Engineer and the Engineer advised him that
appropriate actions were going to be taken on him if this continued.
Engineer´s Organisation
The Engineer reported that there was a vehicle belonging to the Engineer which was
involved in an accident in February, 2013 and it was damaged beyond repair. The
vehicle was supposed to be replaced by the Contractor. The Contractor reported that
he was going to make an order for the replacement. He indicated that the
replacement could be issued in one month time.
Employers Organisation
There was nothing to discuss
MAC JV
MAC JV

5.4
5.4.1
5.4.2
5.5
5.6
5.6.1
5.7
5.8
5.9
5.9.1
Contract Documents
The Contractor reported that the project Insurance was extended up to 30th
November, 2013. The Engineer advised the Contractor to submit the Insurance
document.
The Contractor also reported that the Advance Guarantee has been released.
Works Returns - Labor, Equipment and Materials
There was nothing to report
Site Instructions
No Site Instructions were issued since the last meeting.
Orders (Dayworks, PC Sums, Variations)
The Engineer was advised to attend to the potholes at Lurio Bridge. There was need
to issue a Day Works Order to the Contractor on the repair works required.
Notices of Claim
The Engineer reported that to date, he had received up to Notice No.38.
Claims
The Engineer reported that to date, he had received up to Claims No.19
MAC JV
SW
6.0 SAFETY, HEALTH SOCIAL AND ENVIRONMENT
6.1
6.1.1
6.1.2
6.1.3
6.1.4
6.2
6.2.1
Safety Report
The Contractor reported that two accidents occurred on 10th
and 15th
October, 2013.
All had minor injuries and one person died on the way to the hospital. This was the
one in the accident of 15th
October, 2013
Contractor reported that he opened diversion for Mecutuchi Bridge and closed the
one on Namapa Bridge
Day to day inspection of road signs was also being carried out, checking vandalism of
road signs and manufacturing of new signs
The ESR noted that locals were shifting the branches or road signs to the wrong
place and this was posing a threat to the road users.
Health Report
The Contractor presented the health records as indicated below:
IIINESS/DISEASE No.of cases
Jun 2013
No.of cases
Aug 2013
No.of cases
Sept 2013
Small injuries/cuts 5 14 14
Fever 8 16 33
Malaria 6 5 4
Diarrhoea 24 17 24
Conjunctivitis 3 6 0
Headache 17 31 0

6.3
6.3.1
6.3.2
6.3.3
6.3.4
6.3.5
6.5.3
6.5.4
6.4
6.5
6.5.1
6.5.2
6.5.3
6.5.4
Hernia 4 0 0
Gonorrhoea 0 0 0
Colera 0 0 0
Rheumatism 5 8 3
Abscess 6 2 3
Stomach ache 0 3 4
Urinary infection 0 0 2
Back Pain 0 0 0
Other 0 0 0
Environmental Monitoring Report
The Engineer noted that the list of borrow pits which required to be revised was not
yet submitted the Engineer.
The Contractor reported that he was waiting for reports following the visits by MCC
and MICOA teams.
The Contractor reported that he had a visit from the Engineer’s Environmental
Specialist. He visited some borrow pits. He further reported that there was a
discussion on how to treat the contaminated material on site.
The Contractor indicated that the Engineer’s Environmental Specialist had advised
that the contaminated soils can be dumped in the borrow pits if it was not in large
quantity.
The Contractor further reported that there was a plan to discuss with the EHSS team
on Lot 1 on the collection wastes.
MCA indicated that MCC was looking for information on borrow pits on the volume of
material that was required at each borrow pit. The Contractor was advised to compile
a list of all borrow pits. This was not yet submitted. The Contractor promised to
submit this information by 31st
October, 2013
MCA indicated that there was a requirement from the Ministry of Mines that the
Contractor was supposed to be submitting quantities of material that has been
extracted from the borrow pits. This was to be submitted.
HIV AIDS Awareness
The Contractor continued to distribute condoms and magazines which they had
received from N’weti.
PLC Report
The Contractor reported that Minutes of Meeting No.17 were not yet distributed.
The Contractor also reported that there was a meeting which was conducted
involving local administration and committee of the population. This meeting was
meant to assess the cracked houses and make a report.
The Contractor reported that in relation to the same issue, the members established
a working plan in that they will visit each house, and meet the owner and discus
better way of repairing the cracks. He will therefore do a list on all that needs to be
done and this was going to be presented to the Engineer.
This exercise had been completed for Namapa area. Assessment for Alua was in
progress
MAC JV
MCA
MAC JV
MAC JV
MAC JV
MAC JV

6.5.5
6.5.6
The Engineer noted that that was still need for the Engineer and the Contractor to
discuss who is responsible for paying of these repairs according to the contract.
The Contractor was advised that the PLC was supposed to continue up to the end of
the project.
SW/MAC JV
7.0 PROJECT ANCILLARY ACTIVITIES
7.1
7.2
Relocation of Services-TDM
The Engineer enquired on the status of payments of TDM Invoices. The Contractor
reported that this still remained. The names on the Invoices were not correct and had
been sent back to TDM for correction.
Relocation of Services-EDM
MCA requested that there was need for confirmation from the Subcontractor that the
payment was done to them and finalised.
MAC JV
8.0 TECHINICAL ISSUES
8.1
8.2
8.3
Design
There were no issues discussed.
Drawings
Bridge erosion protection works were going to be issued by 25th
October, 2013.
Specifications
There were no issues discussed.
SW
9.0 CONTRACTOR’S WORKS PLANNING
9.1
9.2
9.3
9.4
Planned Activities for Incoming Month
The Contractor had planned the following by 22nd
September, 2013
 Sub base and base to be completed by Mid of November, 2013
 Surfacing to be completed by end of November, 2013
Factors Likely to Affect Progress
 Cash flow problems
 Water in Mecuburie Bridge is finished
 Additional list of signs was issued to the Contractor and so there could be
some delays in completing the work on road signs
 There were some changes on the road marking and the Contractor felt that
the paint that was ordered was not going to be enough.
Action Required to Mitigate Adverse Problems
 Getting water from Rio Lurio, have a big truck that can transport 40cm3 of
water
 There is a small lake in Lot 1 at Km 59+000 which they are also using
Information Required
The Contractor reported that he was still waiting for the following information from the

9.4.1
9.4.2
Engineer
 The list of all road signs, road marking
 Names of bridges were supposed to be confirmed.
 Engineer to follow up on names of bridges
 Protection in three bridges embankments (Rio Lurio, Niheque and
Mecuburie) were not yet issued to the Contractor
 Cross Over slabs for accesses was not yet issued to the Contractor
 Instruction to plant grass, trees.
The Engineer was advised to issue the required information to the Contractor.
SW
10.0 ANY OTHER BUSINESS
10.1
10.2
10.3
10.4
MCA wwanted to know if the Contractor was using the water in the small lake at Km
59+000 on Lot 1 to which the indicated that he was.
The ESR requested the Contractor if there were any outstanding materials that
required approval for MCA to be cleared to which the Contractor said no.
The ESR on Structures reported that ANE is collecting details on all expansion joints
to be able to interpret it in the future. The data for this project was therefore
requested from the Engineer. Engineer indicated that this was going to be provided
on the as built details.
There being no any other business, the meeting was closed.
MAC JV
11.0 DATE OF THE NEXT MEETING
The date of the next meeting will on 15th
November, 2013 at 11.00hrs
12.0 ACCEPTANCE OF SITE MEETING NO 26 MINUTES
Signed on behalf of:
___________________ ___________________
Contractor Engineer
___________________ ___________________
Dated: Dated:

13.0 DISTRIBUTION
Contact Person Hard
copies
Electronic
copies
Attendees
 All attendees 1 each
Employer
 MCA Executive Director 1
Implementing Entity
 ANE General Director 1
Engineer
 Project Manager Washington Mupazviriwo 1
 Engineer Charles Bopoto 1 1
 Resident Engineer Elias Ibrahim 1
Contractor
 Project Manager Louis Lebouef Junior 1
 Contractor’s Representative Jorge Castro 1 1

APPENDIX 7.5 - PROJECT PHOTOGRAPHS

Lot 2 Mecutuchi River Bridge – Rio Lúrio Project Photographs October 2013
Km 87+000 dumping and spreading sub base material Km 88+000 compaction of stabilized sub base Km 84+000 mixing of stabilizing agent
km 105+000 compaction of first seal km 146+150 windrowing of crushed stone base
material
Crushed stone base construction

km 80+000 laying of cement bags km 87+000 spreading of stabilizing agent
Compaction of crushed stone base first layer km
92+000
Compaction of crushed stone base km 96+000 application of Prime km 77+000 spreading of second seal aggregates

Production of crushed stone at the quarry Application of fog spary Chip spreading first seal
Premixing of crushed stone base material Expansion joint filling Niheque Bridge
Ocua quarry production of crushed stone

APPENDIX 9.1 - ENGINEER’S ORGANISATION STRUCTURES

Organogram of Project Management
•
•
•
•
•
•
MCA
Executive Director
MCA/ANE
Project Coordinator
SCOTT WILSON LTD
Project Director – M. Edge
SCOTT WILSON MOZ.
OFFICE
Project Manager – W
Mupazviriwo
SCOTT WILSON LTD UK
Backstopping Support
SUPERVISION TEAM
Engineer – Charles T. Bopoto
NAMIALO TO MECUTUCHI
Resident Engineer – S. Nhemachena
MECUTUCHI TO LURIO
Resident Engineer – E. Ibrahim
SUPPORT STAFF
Contracts – R. Rawson
Env/Social – H. Hassan
Pavement - tba
Bridges - tba
Deputy RE Bridges – M. Perekamoyo
Deputy RE Materials – E. A. Hunegnaw
Senior Inspector of Works – H. Chitaure
Inspector of Works – L. Nhamue
Surveyor – TBA
IoW for Environment Monitoring – T. Banze
Deputy RE Bridges – K.M.Makubika
Deputy RE Materials – J. Banda
Senior Inspector of Works – S. Takuva
Inspectors of Works – N.M.Nhaliginga;
Tachiona Chamboko; Gilbert Chivero;
Surveyor – J. Fusire
EHSS – T. Banze
ANE
Director General

Monthly Progress Report Sample

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