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: [email protected]

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: [email protected]

Contact person from the Client: Deolinda Nunes Mob: +258 82 96 45 736 Email: [email protected]

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 1st

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: 22DESCRIPTION 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 30th

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 7th

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

Au

g-1

1Se

p-1

1O

ct-1

1N

ov-

11

De

c-11

Jan

-12

Feb

-12

Ma

r-12

Ap

r-1

2M

ay-

12

Jun

-12

Jul-

12

Au

g-1

2Se

p-1

2O

ct-1

2N

ov-

12

De

c-12

Jan

-13

Feb

-13

Ma

r-13

Ap

r-1

3M

ay-

13

Jun

-13

% o

f co

ntr

. va

lue

Value of Works

Planned

Actual

-20.00

0.00

20.00

40.00

60.00

80.00

100.00

120.00

Au

g-1

1Se

p-1

1O

ct-1

1N

ov-

11

De

c-11

Jan

-12

Feb

-12

Ma

r-12

Ap

r-1

2M

ay-

12

Jun

-12

Jul-

12

Au

g-1

2Se

p-1

2O

ct-1

2N

ov-

12

De

c-12

Jan

-13

Feb

-13

Ma

r-13

Ap

r-1

3M

ay-

13

Jun

-13

% c

om

ple

tio

n

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.




Table 2.4: Planned vs. Actual Physical Target Progress – 31st 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 completed to km 91+620

Double Seals 19 Mar 2013 3 June 2013 LHS completed to km 75+000 and RHS completed to km 100+900

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




Table 2.4: Planned vs. Actual Physical Target Progress – 31st 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. Lot 2: Mecutuchi Bridge to Rio Lurio (74.7 km)

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 07 100+100 RHS Rehabilitation work not commenced




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


NBP 20 85+200 RHS Rehabilitation work not commenced


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.13

April.13

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.12

Jul.12

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 Suitable

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

8.11.2011 Approval issued on 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

23.05.2013 Approval issued on 29th June13.

Road Awareness Plan 15.07.2013 Approval issued on 24th June13.

EMS Application of MC 30 and Bitumen Products

12.07.2013 Approval issued on 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


72,285.72 12,288.57 11 Oct 11 24 Nov 11 Paid


72,285.72 12,288.57 14 Nov 11 16 Dec 11 Paid


72,285.72 12,288.57 12 Dec.11 29 Dec.11 Paid


72,285.72 12,288.57 11 Jan.12 29 Feb.12 Paid


72,285.72 12,288.57 13 Feb.12 13 Mar.12 Paid


72,285.72 12,288.57 23 March 12 23 March 12 Paid


72,285.72 12,288.57 5 April 12 18 April 12 Paid


72,285.72 12,288.57 22 May 12 26 Jun. 2012 Paid


72,285.72 12,288.57 June 12 Paid


72,285.72 12,288.57 July 12 Paid


72,285.72 12,288.57 August 12 Paid


72,285.72 12,288.57 Sept. 12 Paid


72,285.72 12,288.57 12 October

12 9 Nov.2012 Paid


72,285.72 12,288.57 13 Nov. 12 29 Nov.12 Paid


72,285.72 12,288.57 Dec. 13 TBA


72,285.72 12,288.57 Jan. 13 TBA


72,285.72 12,288.57 Feb. 13 TBA


72,285.72 12,288.57 March 13 TBA


72,285.72 12,288.57 April 13 TBA


72,285.72 12,288.57 May 13 TBA





72,285.72 12,288.57 June 13 TBA


72,285.72 12,288.57 July 13 TBA


72,285.72 12,288.57 August 13 TBA


72,285.72 12,288.57 September 13 TBA


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.

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)

APPENDIX 1.1 - PROJECT LOCATION MAP

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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 ToACTIVITYItem 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+94489+984.8

69MUCHALA 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+310BUS BAY @ 106+300

NAMTACA20 20 40 40 FIG 7 20 0 20 0 0 0 20 0 20 50.00% 20

21 111+590 111+610BUS BAY @ 111+600

NAMPEUE20 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 84FIG 7 &

FIG 884 0 42 42 0 42 42 50.00% 82

23 118+790 118+810BUS BAY @ 118+800 ALUA

MISSION20 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+810BUS BAY @ 141+800 POLICE

POST20 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+994NAMAPA SOUTH (including

bellmouth @ 145+800).200 200 200

FIG 7 &

FIG 8200 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+426NAMAPA 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+550NAMAPA TOWN LHS (inc.

Bellmouth, island & busbay)490 490 490

FIG 7 &

FIG 8490 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 RHSDISTANCE

CONSTRUCTED

PERCENTAGE

PROGRESS PER

DRAIN

CUMULATIVE

DISTANCE

CONSTRUCTED

metres metres (m2) Volume (m

3) (m

2) 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+270ALUA SEC.

JUNCTION20 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


CONSTRUCTED

PERCENTAGE

PROGRESS PER

DRAIN

CUMULATIVE

DISTANCE

CONSTRUCTED


3) (m



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


CONSTRUCTED

PERCENTAGE

PROGRESS PER

DRAIN

CUMULATIVE

DISTANCE

CONSTRUCTED


3) (m



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+900MUCHALA

SOUTH220 220 440 5A 0.234 990.000 945.120 72 0 72 16.36% 12622.5

5 89+980 90+150MUCHALA

NORTH170 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


CONSTRUCTED

PERCENTAGE

PROGRESS PER

DRAIN

CUMULATIVE

DISTANCE

CONSTRUCTED


3) (m



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

1101+380 101+918 538 538 CW1B 0.227 777.410 1,311.106 331.5 331.5 61.62% 15641

2105+200 105+500 300 300 CW1B 0.227 433.500 731.100 307.5 307.5 102.50% 15948.5

3127+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 95234.48%

TRAPEZOIDAL SHAPED MASONRY LINING TO OPEN DRAINS IN BUILT-UP AREAS16,261.500

84.59%

1120+700 121+300 ALUA 600 600 1200 7A 0.585 1,152.000 3,360.000 0 0 0 0.00% 0

2145+580 145+980

NAMAPA

SOUTH400 400 800 7A 0.585 768.000 2,240.000 0 0 0 0.00% 0

3146+080 146+200

NAMAPA

NORTH120 120 240 7A 0.585 230.400 672.000 0 0 0 0.00% 0

4146+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


CONSTRUCTED

PERCENTAGE

PROGRESS PER

DRAIN

CUMULATIVE

DISTANCE

CONSTRUCTED


3) (m



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

Worked1 5 24 7 7 10 30 16 19 14

% Available

Days

Worked

3% 16% 77% 23% 23% 33% 100% 53% 63% 47%

Working Day

Average20 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 StoneCSB 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 StoneCSB Prime 1st Seal 2nd Seal

CSB Prime 1st Seal 2nd Seal

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

ActivityContract 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

SubmissionPeriod 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/11001/2011/88/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/11001/2011/89/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/11001/2012/2/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/11001/2012/18/JPG

Cost + EoT Red zones Red zones not handed over on 31 December 2011 08-Mar-12 10-Feb-12 1 C/MZ/11001/2012/37/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/MZ11001/2012/44/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/MZ1001/2012/47/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/11001/2012/151 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/11001/2012/152 JPG/ABQ

EDM subby guarantee delay

Delays in non presentation of advanced guarantee from Electro Construçoes


9 30-May-12 C/MZ/11001/2012/253 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/11001/2012/266/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/11001/2012/316/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/11001/2012/326/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/MZ11001/2012/392 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/MZ11001/2012/408 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/11001/2012/357/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 of Response




Costs Claimed (US$)






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/MZ11001/2012/447 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/11001/2012/391 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/11001/2012/410 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/MZ11001/2012/541 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/11001/2012/557 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/MZ11001/2012/610 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/MZ11001/2012/591 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/11001/2012/619 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 CMZ11001/2012/652 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 MZ11001/2012/610 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

22 05-Oct-12 C/MZ/11001/2012/557 711

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/MZ11001/2012/794 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/11001/2012/900/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/MZ11001/2012/1140 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. CLOSED BY ADDENDA TO CONTRACT OF AUG 13.

NIL NIL

24 tba C/MZ/11001/2012/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/MZ11001/2013/1053 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/11001/2012/1163/JPG

Cost + EoT Gabion drawings late Contractor claims for late issuance of gabion drawings 16-Mar-13 20-Feb-13 12 C/MZ11001/2013/1209 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/11001/2013/1194/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 of Response




Costs Claimed (US$)






27 01-Mar-13 C/MZ/11001/2013/1229/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/MZ11001/2013/12630JPG

25-Apr-13 19-May-13 2 days 02-Jul-13 105 820.00 Under consideration, Engineer requested details to substantiate claim. Contractor declared dispute and referred to DAB.

28 02-Feb-13 C/MZ/11001/2013/1164/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/MZ11001/2013/1403 JPG

10-Jun-13 19-May-13 259 days 15-Mar-14 4 298 258.00 Under consideration, Engineer requested details to substantiate claim. Contractor declared dispute and referred to DAB.

NIL NIL

30 06-Apr-13 C/MZ/11001/2013/1314/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/11001/2013/1584/JAC

Cost + EoT Namapa road junction details late

Contractor presented notice to claim for late or non-issuance of Namapa road junction details

23-Jul-13 29-Jul-13 19 C/MZ11001/2013/1801/JAC/PC

08-Sep-13 21-Aug-13 8 May - 29 July 2013

83 days 21-Sep-13 1404736.78 Under consideration, Engineer requested details to substantiate claim. Contractor declared dispute and referred to DAB.

NIL NIL

33 04-Jun-13 C/MZ/11001/2013/1555/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/MZ11001/2013/1637/JAC/PC

04-Aug-13 21-Aug-13 Nil N/A 105 820.00 Under consideration, Engineer requested details to substantiate claim. Contractor declared dispute and referred to DAB.

NIL NIL

34 04-Jun-13 C/MZ/11001/2013/1556/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/MZ11001/2013/1653/JAC/PC

21-Jul-13 21-Aug-13 8 May 2013 - 26 June 2013

50 days 846 226.97 Under consideration, Engineer requested details to substantiate claim. Contractor declared dispute and referred to DAB.

NIL NIL

35 11-Jun-13 C/MZ/11001/2013/1585/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/MZ11001/2013/1688/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 details to substantiate claim. Contractor declared dispute and referred to DAB.

NIL NIL

36 11-Jun-13 C/MZ/11001/2013/1586/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/11001/2013/1961/FPM

Cost + EoT Kerbs and Chutes details

Contractor presented notice to claim for late or non-issuance of kerbs and chutes details

03-Oct-13 Under consideration, Engineer requested details to substantiate claim. Contractor declared dispute and referred to DAB.

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 CodeAccumulated

RetentionFund 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 Admin" in this field.

Contract number: If relevant. Summary-level data mentioned above for Program Admin will not have a corresponding Contract number.

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

Vendor name: For summary level information to be input to cover accruals for MCA-Entity Program Admin data, insert "Program Admin" in this field.

Contract number: If relevant. Summary-level data mentioned above for Program Admin will not have a corresponding Contract number.

Invoice number: An internal reference number is an acceptable alternative as long as it represents a consistent naming convention which can be tied back to the actual invoice upon further review.

Invoice date: Invoice approval date is an acceptable alternative as long as this is consistently used in a way that can be tied back to the actual invoice upon further review.

Period of Performance: Refers to the date range of performance applicable to each invoice or anticipated 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 to this

Accumulated Retention: Outstanding accumulated balance of any percentages deducted from each invoice 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

Period of Performance: Refers to the date range of performance applicable to each invoice or anticipated 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 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 DIRECTORENVIRONMENTAL HEALTH

AND SAFETY

PAULO INÁCIO NUNO CORREIA

FINANTIAL AND HUMAN

RESOURCES

OUTSOURCING

QUANTITY SURVEYOR SENIOR SERVEYOR BRIDGE ENGINEER HIGHWAY ENGINEERSOILS 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 SUBHUMAN RESOURCES ECONOMAT AND TOOLS SHOP DRAWINGS

STRUTURE AND

BRIDGES FOREMANROAD WORKS FOREMAN

LABORATORY

TECHNICIAN

CRUSHING PLANT

MANAGER

MECHANICAL AND

MAINTENANCE

BATCHING PLANT

MANAGERSOCIAL CAMP MANAGER CLINIC MANAGER

SITE AGENT CONTRACTOR

REPRESENTATIVE

JAIME GUERREIRO

COST CONTROL - MAT.AND SUB

HUMAN RESOURCES ECONOMAT AND TOOLS SHOP DRAWINGSBRIDGES FOREMAN

ROAD WORKS FOREMANTECHNICIAN 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

ASSISTANTCULVERTS TEAM LEADER BRIDGE TEAM LEADERS

DRAINAGE TEAM

LEADER

EARTH WORKS TEAM

LEADER

EARTH WORKS TEAM

LEADER

SOIL-CEMENT TEAM

LEADER

CRUSHED STONE

TEAM LEADERDOUBLE SEALS

LABORATORY

ASSISTANTCLINIC 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

MOBILISEDEQUIPMENT DETAILS

HIRED OR

OWNEDM1 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



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


HIRED OR






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


HIRED OR






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


HIRED OR






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

ConstruçõesMachine 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

Tech

nic

al S

up

po

rt

Dep

artm

ent

Pro

du

ctio

n D

epar

tmen

t

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

Dep

art.

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 1Removal and grubbing of large trees in Section

1 and 3TS 1700

17.01,

17.02

2 2-Feb-12 2Removal and grubbing of large trees from

Mecutuchi Bridge to Rio LurioTS 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 roadESMP Part

E

7 1-Mar-12 7 Baseline Survey for borrow pit NG 15ESMP 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 170017.01, 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 330033.10,

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


Contract

Reference

BOQ

Item/VO

Comment/

Remark

13 11-Apr-12 13Remove Top soil and Overburden in the

borrow pit New 03 at Km 140+700 RHSTS 3100

31.01

14 11-Apr-12 14Construct Trial Section on Km 142+840 to Km

143+040TS 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 170017.04 and

17.05

16 11-Apr-12 17Supply and Install DSTV Sets for each of the

Engineer's HousesTS 1400

14.06 (b),

14.08(b)(2)

17 16-Apr-12 18Clearing and grubbing at the Culvert No.123 at

Km 141+075TS 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 140014.12

19 28-Apr-12 19Conduct 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-1222

Excavation in soft material at Culvert No.124

at Km 142+316TS 6100

17.06 (a)(ii),

B33.04,

61.02 (a)(i)

22 7-May-1223


at Km 140+300TS 6100

17.06 (a)(ii),

B33.04,

61.02 (a)(i)

23 7-May-1224


at Km 141+031TS 6100

17.06 (a)(ii),

B33.04,

61.02 (a)(i)

24 7-May-1225


at Km 133+858TS 6100

17.06 (a)(ii),

B33.04,

61.02 (a)(i)

25 7-May-1227


at Km 138+938TS 6100

17.06 (a)(ii),

B33.04,

61.02 (a)(i)

26 14-May-1228

Earthworks for diversion at Culvert 122 at Km

140+300TS 1500

15.02 (b),

15.06

27 14-May-1229

Earthworks for diversion at Culvert 122 at Km

140+300TS 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 150015.02 (b),

15.06

29 22-May-12

31

Demolish and disposal of material from

wingwalls on Culvert 115 at Km 129+381TS 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 610017.06 (a)(ii),

61.02 (a)(i)

Serial

No.

Original

Issue

Date

Site Instruction


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+672TS 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


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


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 150015.02, 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


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

43Remove Top soil and Overburden in the

borrow pit New 03 at Km 140+700 RHSTS 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 1700C 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 140014.12

Serial

No.

Original

Issue

Date

Site Instruction


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-1256

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


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 63Clearing and Grubbing at the slope behind Km

128+000TS 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 70Compensation for material damage suffered by

the local population

SATCC

TS 3100

31.04 (a)

31.04 (b)

68 11-Sep-13 71Construct 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

ChainageTotal

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

ChainageTotal

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

From To Aver. SingleRemarks

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


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


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

99.3 96.0 90.8Approved

as Noted

97.4 95.3 95.1 91.4 Approved

102.1


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 90.8Approved

as Noted102.1


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


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


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 90.8Approved

as Noted102.3

101.5


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 90.8Approved

as Noted

100.3 96.0 90.8 Approved

102.3

104.2 93.0 95.9 90.8

102.2

Approved


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

98.5 96.0 90.8 Approved

102.2

101.3

101.2


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 2.075 103.997.2 96.0 90.8 Approved

98.5 96.0 90.8 Approved

101.2

101.2


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


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


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

103.6 96.2 96.0 90.8 Approved


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


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


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


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


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


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


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


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 97.7Not

Approved


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


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

104.9 102.4 103.0 97.7 Approved

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


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 97.7Not

Approved

104.9 102.4 103.0 97.7 Approved

103.2 102.1 103.0 97.7 Approved


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 97.7Not

Approved

101.2 96.1 103.0 97.7Not

Approved


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


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


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

102.5 93.8 103.0 97.7Not

Approved

103.2 99.4 103.0 97.7 Approved

105.2 103.4 103.0 97.7 Approved


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 97.7Not

Approved

102.4 99.3 103.0 97.7 Not Approved

102.5 93.8 103.0 97.7Not

Approved


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 97.7Not

Approved

101.6 100.5 103.0 97.7Not

Approved

100.5 98.6 103.0 97.7Not

Approved

102.4 99.3 103.0 97.7 Not Approved


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 97.7Not

Approved

103.0 102.0 103.0 97.7 Approved


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


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

103.4 97.3 103.0 97.7 Approved

101.8 98.7 103.0 97.7Not

Approved

101.8 100.0 103.0 97.7Not

Approved

104.4 102.6 103.0 97.7 Approved


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


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

104.2 101.9 103.0 97.7 Approved

103.7 102.5 103.0 97.7 Approved

105.5 102.7 103.0 97.7 Approved


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


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 97.7Not

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


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 97.7Not

Approved

106.3 104.2 103.0 97.7 Approved


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-13Workplace

Accident12-Aug-13

To be

submitted by

19 Aug 13

88 28-Jul-13 Road AccidentProject Employee and General

Public

Project and General Public

Vehicles1 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-13Workplace

Accident9:45 AM Not Reported Project Employee Tipper Truck Human mistake

Serious Injury on the

employee left handNA 25-Jul-13 14-Aug-13

To be submitted

by 21 Aug 13


accident4:00 PM EN1, Km 85+000 Project employee Somar Gabriel

Contractor's Equipment -

GraderHuman 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 EmployeesProject Vehicle -

SubContractorOver speed

1 Serious Injured and 6

InjuredYes 11-Jul-13 31-Jul-13

To be submitted by

7 Aug 13


accident5:15 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-13Workplace

accident11:30 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+100Project personnel and general

publicProject 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+000Project personnel and general

publicProject 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

# TypeDate of

Occurrance

Accidents & Incident -Monitoring

Cause of

AccidentEquipment InvolvedPeople InvolvedPlaceTime

Notification Date Reporting

Involvement of

Police

Material

Damage/Injuries/

Fatality


(48 hrs)

Prelim. Report

Submitted on

(7 days)

Final Report

Submitted on (28

days)

# TypeDate of

Occurrance

Cause of



Involvement of

Police

Material

Damage/Injuries/

Fatality

79 21-May-13 Road Accident EN1, Km 121+160 Project employee Project vehicle Over speed1 serious Injuries on

Non project employeeYes 21-May-13 24-Jun-13 NA

78 20-May-13 Road Accident 9:00 AM EN1, 111+560 Project employee Project vehicle Over speed1 serious Injuries on

Non project employeeYes 20-May-13 18-Jun-13 24-Jun-13

77 18-May-13Workplace

accident9:30 AM

Batching Plant at Km

110+000Project employee Steel fixer equipment Human mistake

Serious injuries on 1

Project EmployeeNA 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-13Workplace

accident7:00 AM EN1, Km 129+000 Project worker Project Vehicle

Lack of

communication

Seriuos Injuries on 1

Project EmployeeNo 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 AMBatching Plant at Km

110+000Project Workers Project vehicle Negligence

Injuries on 2 Project's

EmployeesNo 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 speedSerious Injuries on 1

Non Project EmployeeYes 1-Mar-13 4-Apr-13 NA

71

12-Feb-13 Road Accident 9:00 AM EN1, 145+100Project Worker (SubContractor

Phonex)Project Vehicle (Tiper Truck)

Lack of

communication

1 Serious Injuries on

Non project employeeYes 12-Feb-13 25-Jun-13 NA

70

11-Feb-13 Road Accident 22:00 PM EN1, Km 101+300Project Worker ( Scott Wilson

Driver)Project Vehicle

Waiting police

report

Serious Injuries on 1

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 VehicleWaiting 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 ReportedProject Workers and General

PublicProject and Public Vehicle

Waiting police

report


Injuries on 1 Project

Employees

Yes 20-Jan-13 29-Jan-13To be submitted

by 16 Feb 13

67

17-Jan-13Workplace

accident

Borrow Pit NG 15

(126+100)Project Worker None

Waiting Hospital

Report

1 Fatality Project

EmployeeYes 17-Jan-13

To be

submitted by

23 Jan 13


(48 hrs)

Prelim. Report

Submitted on

(7 days)

Final Report

Submitted on (28

days)

# TypeDate of

Occurrance

Cause of



Involvement of

Police

Material

Damage/Injuries/

Fatality

66

14-Jan-13Workplace

accident12:30 PM EN1, Km 79+000 Project Worker Project Vehicle

Waiting police

report

Seriuos Injuries on 1

Project EmployeeNo 14-Jan-13 29-Jan-13

To be submitted

by 11 Feb 13

65

11-Jan-13 Road Accident 11:10 AMEN1 - 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 VehicleWaiting police

report


Non Project EmployeeYes 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 vehicleWaiting police

report


EmployeeYes 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 vehicleWaiting police

reportMaterial damage Yes 2-Jan-13 29-Jan-13

61

17-Dec-12 Road Accident 4:30 PM ?General Public and Project

workerProject and Particular vehicle

Waiting police

report

Material damage on both

vehicleYes 17-Dec-12 8-Jan-13

To be submitted

on 14 Jan 13

60

17-Dec-12 Road Accident 10:00 AMKm 146+000 Namapa

Bridge

General Public and Project

worker

Project Equipment and

Particular vehicle

Waiting police

reportMaterial damage Yes 17-Dec-12 8-Jan-13 17-May-13

49

13-Dec-12 Road Accident 11:00 PMDeviation Km 131+200

RHSGeneral Public Public vehicle

The vehicle fell in

the deviation due

to heavy rain

Material damage on the

TruckNo 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

EmployeesYes 4-Dec-12 8-Jan-13 23-Apr-13

46

30-Nov-12 Road accident 1:00 PM Km 141+100Project 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 vehiclesOne of the Public

vehiclesYes 30-Nov-12 8-Dec-12 NA

44

22-Nov-12 Road accident

16:30 PM

Km 131+220 Project worker and PublicProject 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 speedInjuries on 1 Non

Project EmployeeYes 14-Nov-12 21-Nov-12 NA


(48 hrs)

Prelim. Report

Submitted on

(7 days)

Final Report

Submitted on (28

days)

# TypeDate of

Occurrance

Cause of



Involvement of

Police

Material

Damage/Injuries/

Fatality

42

13-Nov-12 Road accident 11:00 AMKm 151+000

Lurio RiverProject's Workers Project's vehicles

Waiting police

reportMaterial 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 speedMaterial 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-12Workplace

accident1:00 PM Ocua quarry Project worker (Project vehicle) Dumper

Unsafe act and

lack of reversing

alarm


EmployeeNA 30-Oct-12 7-Nov-12 8-Jan-13

37

27-Oct-12 Road accident 3:00 PM KM 136+000 General PublicPublic 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 PublicPublic vehicles (including

motocycle)Not reported

1 Fatality on Non

Project EmployeeYes 26-Oct-12 7-Nov-12 NA

35

17-Oct-12Workplace

accident15:30 PM Camp site (Carpentary) Contractor's personnel Compressor Human mistake


Employee17-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 speedInjuries on 2 Non

Project Employees16-Oct-12 19-Oct-12 NA

33

12-Oct-12Workplace

accident8:40 AM KM 96+900 Contractor's personnel Project vehicle Over speed


Non Project EmployeeYes 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 vehicleHydraulic

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


EmployeeYes 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


(48 hrs)

Prelim. Report

Submitted on

(7 days)

Final Report

Submitted on (28

days)

# TypeDate of

Occurrance

Cause of



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-12Workplace

accident6:00 PM Namapa Camp Site Sub Contractor personnel NA

Unprotected fuel

separator's tank


EmployeeNA 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+000Contractor's personnel and

Public driver

Contractor's truck and Public

bus

Speed of the

Public vehicle

2 Non Project'e

Employees InjuredYes 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 vehiclesSpeed of the

vehicles1 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 vehiclesSpeed 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+200Contractor's personnel (Bruno

Campos)Project vehicle Speed vehicle


project employeeYes 27 June 12 (Verbally) NA 5-Jul-12 4-Apr-13

19

26-Jun-12Workplace

accident3:30PM Camp site (Carpentary)

Contractor's personnel

(Armando Jose das Neves)None Human mistake


EmployeeNA 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-12Workplace

accident3:30PM 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+200Engineer's and Contractor's

personnelProject's vehicles Distraction

Engineer's project

vehicleNo 26 May 12 (Verbally) NA 28-May-12 NA

15

24-May-12 Road accident 11:30 PM EN1, Km 102+000 Contractor's personnelProject vehicle and public

vehicleNot reported Not reported Yes 24 May 12 (Verbally) 26-May-12 29-Jun-12


(48 hrs)

Prelim. Report

Submitted on

(7 days)

Final Report

Submitted on (28

days)

# TypeDate of

Occurrance

Cause of



Involvement of

Police

Material

Damage/Injuries/

Fatality

14

11-May-12 Road incident 16:00 PM Chiure, Km 154+600 Contractor's personnelProject vehicle and electrical

cableEDM 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 personnelProject Vehicle and other road

user

Colision with

another vehicleNone, 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+000Jao Vieira Jaime

Guerreio

1 serious Injuries on

Non project employeeYes 21-Feb-12 NA 27-Mar-12 27-Mar-12

10

1-Feb-12 Road accident 12:10 PM EN1 km119Sergio Gregorio Jaime

JoaoNiassan ABN 688 MP Distraction of both

1 Injured on Project

EmployeeYes Verbally (1 Feb 12) NA 3-Feb-12 27-Mar-12

9

21-Jan-12Workplace

accident9:30 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 NacaroaErnesto Jambane; Nordino

NevesMitsubishi Canter-ABQ 839

Mechanical fault

(Binding of

Wheel)

1 Injured Project

EmployeeNot reported 1/16/2012(Verbally) NA 18-Jan-12 9-Mar-12

716-Dec-11 Road accident 11:30 PM Nampula Town Engineer's personnel

Project Vehicle and other road

user

Colision with

another vehicleNone, material damage Reported 16 Dec 11 (verbally) NA 20-Dec-11 1-Mar-12

615-Dec-11

Workplace

accident4:00 PM Namapa Camp Site Acacio Monteiro Angle grinder Broken of blade

1 Injured Project

EmployeeNot reported 12/15/2011 (Verbally) NA 16-Dec-11 27-Mar-12

528-Nov-11

Workplace

accident3:00 PM Road-Culvert No 120 Emilio Joao NA Negligence

2 Serious Injuries on

Project employeeNot reported NA 8-Dec-11 27-Mar-12

417-Nov-11 Road accident 6:00 AM EN1 km 137+000

People not involved in the

ProjectTruck NA Not reported Not reported NA 21-Nov-11 NA

331-Oct-11 Road accident 10:00 AM EN1 Plexus Junction

People not involved in the

ProjectTruck and Motorcycle NA

1 Injured Non Project

EmployeeNot 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- MonechechaToyota 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

DateCurrent Status

10-Aug-13 Clearing and Grubbing Borrow Areas 23-Aug-13EHS/NCR/0

17

The Contractor had not yet submitted

the NCR.Open.

8-Feb-13 Concrete works Concrete Lined Drains 28-Feb-13EHS/NCR/0

16

The Contractor submitted the NCR on

3 May 2013.Closed.

7-Jan-13Trial spray of MC 30 and

workshop activity

Soils contamination and

Traffic accommodation4-Feb-13

EHS/NCR/0

15

The Contractor had not yet submitted

the NCR.Open.

23-Nov-12 Maintenance/ Service Soils contamination 23-Nov-12EHS/NCR/0

14The Contractor collected the soils. Closed

23-Nov-12 Bitumen works Soils contamination 23-Nov-12EHS/NCR/

013

The Contractor collected the

contaminated soils and submitted the

NCR.

Closed.

19-Nov-12 Service of Equipment Soils contamination 19-Nov-12EHS/NCR/

012

The Contractor submitted on 7

December 2012 the NCR.Closed.

19-Oct-12 Chemical ManagementHandling and storage of

Hazarsous Chemicals19-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-12EHS/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-12EHS/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


DateCurrent StatusDescription of Non-conformity and Action Required

26-Sep-12 Culverts works Traffic accommodation 26-Sep-12EHS/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-12EHS/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-12EHS/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-12EHS/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-12EHS/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-12EHS/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 accommodationEHS/NCR/0

02

None. It was required to submit a

NCR, but had not yet.Open

18-Apr-12 23-Apr-12EHS/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

clearing and grubbing

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


DateCurrent 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 and grubbing

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 ToLength

(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)

ChainagesLength

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 ProgramCable

Length to

Relocate (m)

75.000 79.550

80.050




From ToLength


Total Length to

relocate in

Section (m)

ChainagesLength

relocated to

Date (m)

Priority ranks

of Instructions

to Tele-Visa




Work

Sequence

Section

Total Length

Available to

Contractor to

Work (m)


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 300Culvert 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 ToLength


Total Length to

relocate in

Section (m)

ChainagesLength

relocated to

Date (m)

Priority ranks

of Instructions

to Tele-Visa




Work

Sequence

Section

Total Length

Available to

Contractor to

Work (m)


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 layers08.10.2013 C MZ11001/2013/2179/JPG JV-MAEC Request for Inspection Approval

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 115A14.10.2013 C MZ11001/2013/2189/JPG JV-MAEC Slope at km 149+70010.10.2013 C MZ11001/2013/2190/JPG JV-MAEC Contractor s Representative on leave . Delegation of powers and duties10.10.2013 C MZ11001/2013/2192/JPG JV-MAEC Signalization doubts


10.10.2013 C MZ11001/2013/2194/JPG JV-MAEC Test Report10.10.2013 C MZ11001/2013/2195/JPG JV-MAEC Test Report

18.10.2013 C MZ11001/2013/2198/JPG JV-MAEC Drainagem at km 101+500 LHS

11.10.2013 C MZ11001/2013/2199/JPG JV-MAEC Signalization doubts11.10.2013 C MZ11001/2013/2200/JPG JV-MAEC Test Report11.10.2013 C MZ11001/2013/2201/JPG JV-MAEC Signalization doubts11.10.2013 C MZ11001/2013/2202/JPG JV-MAEC New Signalization12.10.2013 C MZ11001/2013/2206/JPG JV-MAEC New Signalization Project

14.10.2013 C MZ11001/2013/2212/JPG JV-MAEC Request for Inspection Approval16.10.2013 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 signs16.10.2013 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 bridge17.10.2013 C MZ11001/2013/2218/JPG JV-MAEC Request for Inspection Approval18.10.2013 C MZ11001/2013/2219/JPG JV-MAEC Signalization doubts17.10.2013 C MZ11001/2013/2220/JPG JV-MAEC Insurance Certificante delivery17.10.2013 C MZ11001/2013/2221/JPG JV-MAEC Test Report

18.10.2013 C MZ11001/2013/2227/JPG JV-MAEC Request for Inspection Approval18.10.2013 C MZ11001/2013/2228/JPG JV-MAEC Test Report18.10.2013 C MZ11001/2013/2229/JPG JV-MAEC Test Report

21.10.2013 C MZ11001/2013/2230/JPG JV-MAEC Signalization doubts

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 LHS31.10.2013 C MZ11001/2013/2266/JPG JV-MAEC Test Report

31.10.2013 C MZ11001/2013/2268/JPG JV-MAEC Request for Inspection Approval31.10.2013 C MZ11001/2013/2269/JPG JV-MAEC Claim Following Notice 38 lack of water at Mecuburi River31.10.2013 C MZ11001/2013/2272/JPG JV-MAEC Test Report


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 CB-MCA-MOZ-RR-01/11-P152B 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 [email protected] 829093704

2 Tachiona Chamboko Scott Wilson Ltd [email protected] 825322733

3 Shadreck Takuva Scott Wilson Ltd [email protected] 844 127 129

4 Joshua Fusire Scott Wilson Ltd [email protected] 826761553

5 Inacio Sitoe ANE [email protected] 844919207

6 Fernando Martins MAC-JV [email protected] 842607809

7 Bruno Silva MAC-JV [email protected] 845187717

8 Antonio Alves MAC-JV Antonio.alvis@,monteadriano.pt 840654792

9 Ricardo Ribeiro MAC-JV [email protected] 842577073

Apologies

1 Elias Ibrahim Scott Wilson Ltd [email protected] 829890275

2 Munyaradzi K Makubika Scott Wilson Ltd [email protected] 828123218

3 Gilbert Chivero Scott Wilson Ltd [email protected] 825322939

4 Jorge Castro MAC-JV [email protected] 843802083

5 Pedro Canha MAC-JV [email protected] 845189716

Minutes Prepared by Shadreck Takuva

mailto:[email protected]



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


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 CB-MCA-MOZ-RR-01/11-P152B

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 [email protected] 823088070

2 Basilio Nzunga MCA-ANE [email protected] 823947850

3 Inacio Sitoe MCA-ANE [email protected] 827975480

4 Celco Nicols MCA-ANE [email protected] 843125860

5 Charles Bopoto Scott Wilson Ltd [email protected] 825159845

6 Jane Konzani Scott Wilson Ltd [email protected] 840657501

7 Munyaradzi Kenneth Makubika

Scott Wilson Ltd [email protected] 828123218

8 Jorge Castro MAC-JV [email protected] 640654840

9 Fernando Martins MAC JV [email protected] 842607809

10 Antonio Alves MAC-JV Antonio. [email protected] 824963921

11 Nuno Correia MAC-JV [email protected] 840654810

Apologies

1 Herminio Malate MCC [email protected] 843033094

2 Emilio Muchanga MCA [email protected] 823152330

3 Deolinda Nunes MCA-ANE [email protected] 823032218

4 Dinis Eduardo MCA [email protected] 842549340

5 Samira Izidine MCA [email protected] 823157380

6 Isac Ibrahimo ANE-Nampula [email protected] 824198500

7 Violeta Ngale ANE [email protected] 843016770

8 Paulino Chiziane ANE [email protected] 844141018

9 Elias Ibrahim Scott Wilson Ltd [email protected] 840657503

10 Tachiona Chamboko Scott Wilson Ltd [email protected] 825322733

11 Pedro Canha MAC-JV [email protected] 845189716

12 Joaó Alves MAC-JV [email protected] 848102981

The Attendance List as completed on Site is annexed.



Item Proceedings Action

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



Item Proceedings Action 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



Item Proceedings Action 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



Item Proceedings Action 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



Item Proceedings Action 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



Item Proceedings Action 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



Item Proceedings Action 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

