FQI-MPR-2014-09

SULTANATE OF OMAN

MINISTRY OF TRANSPORT AND COMMUNICATIONS DIRECTORATE GENERAL OF ROADS & LAND TRANSPORT

MUSCAT

UPGRADING OF FALAJ AL QABAIL ROUNDABOUT TENDER NO. 51/2012

MONTHLY PROGRESS REPORT NO. 9

SEPTEMBER 2014

CONSULTANT:

RENARDET S.A. & PARTNERS CONSULTING ENGINEERS LLC. P.O. Box 579, Muscat, P.C. 100, Sultanate of Oman

CONTRACTOR:

CONSOLIDATED CONTRACTORS CO. LLC P.O. Box 614, Muscat, P.C. 100, Sultanate of Oman

Project: Upgrading of Falaj Al Qabail Roundabout Monthly Progress Report – September 2014

RENARDET S.A. & PARTNERS

Page 1

Table of Contents

1. PROJECT PARTICULARS .............................................................................................................................................. 2

2. SCOPE OF WORK ....................................................................................................................................................... 3

3. TYPICAL CROSS SECTIONS .......................................................................................................................................... 4

4. SITE VISITS/ MEETINGS .............................................................................................................................................. 6

5. ENGINEER’S SITE STAFF ............................................................................................................................................. 7

6. PROGRESS S-CURVE ................................................................................................................................................... 8

7. STATUS OF MAJOR ACTIVITIES ................................................................................................................................ 10

8. BRIDGE SUB-STRUCTURE PROGRESS SCHEDULE ...................................................................................................... 11

9. MSE WALLS PROGRESS SCHEDULE ........................................................................................................................... 12

10. BOX CULVERTS PROGRESS SCHEDULE ...................................................................................................................... 14

11. PROGRESS STATUS OF UTILITY CROSSING DUCTS .................................................................................................... 16

12. PROJECT STRIP CHART ............................................................................................................................................. 19

13. FINANCIAL STATUS OF PAYMENTS .......................................................................................................................... 24

14. DETAILS OF EQUIPMENT AVAILABLE AT SITE ........................................................................................................... 25

15. DETAILS OF MANPOWER AVAILABLE AT SITE .......................................................................................................... 27

16. QA/QC REPORTS ...................................................................................................................................................... 29

17. STATUS OF MATERIAL APPROVALS .......................................................................................................................... 34

18. ENGINEER’S COMMENTS ......................................................................................................................................... 35

19. DETAILS OF CORRESPONDENCE DURING THE MONTH ............................................................................................. 36

20. PROGRESS PHOTOGRAPHS ...................................................................................................................................... 38



Page 2

1. Project Particulars

Client: Ministry of Transport & Communications

P.O. Box 684, Muscat, Postal Code 113

Directorate General of Roads

Sultanate of Oman.

Consultant: Renardet S.A & Partners L.L.C.


Sultanate of Oman.

Contractor: Consolidated Contractors Company L.L.C.


Sultanate of Oman.

Project Commencement Date: 30.10.2013

Mobilization Period: 60 Days

Construction Period: 548 Days

Completion date: 29.06.2015

Original Contract Value:

(Including Contingencies) R.O. 17,884,403.000

Amount of Contingencies: R.O. 1,402,155.613

Original Contract Value:

(Excluding Contingencies) R.O. 16,482,247.387

Planned Physical Progress for September

2014 9.09%

Actual Physical Progress for September

2014 9.38%

Planned physical progress cumulative up to

end of September 2014

39.87%

Achieved physical progress cumulative up

to end of September 2014 39.18%



Page 3

2. Scope of Work

This project is located in Batinah Region on existing Batinah Highway in the Wilayat Sohar and

consists of construction of an interchange in place of existing roundabout along with allied works.

Total length of the project along Batinah highway is about 4.0 km which shall be converted from four

lanes to six lanes with tapering back to 4lanes, all as shown on plans. Also included in the scope of

work is the construction of service roads, pedestrian underpasses.

The work also includes expropriation of properties, relocation/protection of services (sewerage,

telephone, electricity, water, irrigation) road lighting works and traffic signals.

Major items within the scope of work consist of but not limited to the following:

Removal of existing asphalt surface, extension of existing embankment and earthwork to

achieve the designed profile and gradient.

Removal of existing drainage structures and construction of new ones including protection

works as shown on construction drawings and as directed.

Expropriation of open/built up properties and removal of existing structures thereupon.

Construction of interchange ramps, Box Girder Bridge, roundabout, pedestrian underpasses and

service roads.

Provision of new street lighting system/traffic signals and removal/disposal of existing street

light poles including conductors/cables, transformers, feeder pillars, foundations etc., all for the

proper completion of the job.

Construction of earthen embankment/sub grade, sub-base, aggregate base course, bituminous

base course and bituminous wearing course as per details on the construction drawings.

Installation of road side furniture (traffic signs, road marking etc.) and protection works on

embankment slopes.

Relocation/Protection of existing LT, 11KV and 33KV transmission lines and allied items

(transformers etc.) as per the requirements of concerned authority.

Relocation/Protection of existing utilities (sewerage, telephone, electricity, water lines and

irrigation) as per the requirements of concerned authorities.

Provision of ducts for future utilities as per the requirements of utility operator.

Construction of concrete safety barriers, fixing of guard rails and paving tiles.

Provision of traffic diversion in coordination with concerned authorities.



Page 4

3. Typical Cross Sections



Page 5



Page 6

4. Site visits/ Meetings

S. No. Details of Site Visit Date Final Outcome/ Decisions

1 Site Inspection of DGR Projects

Manager and Materials Engineer

07.09.2014 Site construction activities and

Testing of materials/ works are

audited.

2 Meeting with Ministry of Water

Resources, Sohar

11.09.2014 Discussed about the cross drainage

facilities those are proposed in the

Project and requested for details of

Flood Limits for 44 Cell Box

Culvert. Ministry asked to submit

a request officially to their Muscat

office.

3 Meeting with Projects Manager and

Materials Engineer of DGR at their

office in Muscat.

15.09.2014 Discussed regarding the Rock Soil

and Rockfill embankments proposed

by Contractor and agreed the general

methodology.

4 Meeting with Sohar Municipality

Director of Maintenance and his

Deputy.

17.09.2014 Discussed regarding proposed Taxi

Parking areas and Pipe Culvert in

Buraimi Road Ch. 0+260.

5 DGR Projects Manager’s site inspection

and meeting at Project Office.

28.09.2014 Agreed to proceed with Rock Soil

embankment filling of 400mm loose

layer and testing method.

6 Meeting with Omantel Team Leader

OSP, CCC and Subcontractor

30.09.2014 Discussed and agreed the general

methodology of Construction,

Supervision and Certification of

Telecom relocation works in the

Project.



Page 7

5. Engineer’s Site Staff

S.

No. Name Designation

Date of

Joining

1. Roberto Benigni Head Supervision Projects

2. Muneer Abdul Resident Engineer 19.03.2014

3. Hussein Shah Material Engineer 04.01.2014

4. Ernesto B. Paredes Bridge Engineer 16.04.2014

5. Sande H Tangaras Civil Engineer 08.06.2014

6. Danilo Quantity Surveyor 19.06.2014

6. Mohamed Safie Land Surveyor 04.01.2014

7. Aseef Iqbal Site Inspector 10.02.2014

8. Alaa Aldin Abdelfatah Site Inspector 30.03.2014

9. Walid Samy Abdoh Mostafa Material Inspector 01.04.2014

10. Haneefa Mohmmed Al Zadjali Secretary 13.04.2014

6. Progress S-Curve

2013

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

0.01 0.25 1.42 4.23 7.25 10.06 9.42 9.73 10.21 9.79 8.49 5.72 4.55 3.56 2.79 3.83 3.55 3.47 1.67 - - - -

0.11 0.14 0.23 0.28 1.71 3.18 6.84 9.16 9.14 9.08 8.49 7.90 8.08 6.71 6.25 4.68 3.59 3.34 4.42 3.29 1.64 1.11 0.62

- 0.28 0.18 1.01 3.01 5.53 5.18 7.36 7.30 9.33 - - - - - - - - - - - - -

0.01 0.26 1.67 5.91 13.15 23.21 32.64 42.37 52.58 62.37 70.86 76.59 81.13 84.69 87.48 91.31 94.86 98.33 100.00 100.00 100.00 100.00 100.00

0.11 0.25 0.48 0.76 2.47 5.64 12.48 21.64 30.78 39.87 48.35 56.26 64.34 71.05 77.31 81.99 85.59 88.93 93.35 96.64 98.27 99.38 100.00

- 0.28 0.45 1.46 4.48 10.01 15.19 22.55 29.86 39.18

CUMULATIVE PROGRESS

CL14 Org Plan Cumulative %

Actual Cumulative

2014 2015

MONTHLY PROGRESS

CL14 Org Plan per Month %

Actual per Month

Revised Sch. per Month %

Revised Sch. Cummulative %

0.00

20.00

40.00

60.00

80.00

100.00

120.00

-

2

4

6

8

10

12

Dec

Jan

Fe

b

Ma

r

Apr

Ma

y

Jun

Jul

Aug

Sep

Oct

Nov

Dec

Jan

Fe

b

Ma

r

Apr

Ma

y

Jun

Jul

Aug

Sep

Oct

2013 2014 2015

% C

um

ula

tive

% M

ON

TH

LY

MONTHS

UPGRADING OF FALAJ AL QABAIL ROUNDABOUT PROJECT - OMANMONTHLY CL 14 PLANNED VS. ACTUAL MANHOURS

CL14 Org Plan per Month % Revised Sch. per Month % Actual per Month CL14 Org Plan Cumulative % Revised Sch. Cummulative % Actual Cumulative

REV.: 0

PERIOD ENDING: Sep-14

2013


CL14 Plan % 0.30 8.67 19.23 26.89 31.77 36.64 41.51 46.39 51.26 56.13 61.01 65.88 70.76 75.63 80.50 85.38 90.25 95.13 100.00 100.00 100.00 100.00 100.00

Revised Plan % 4.11 9.30 17.58 24.18 30.90 35.16 38.97 42.78 46.60 50.41 54.23 58.04 61.86 65.67 69.48 73.30 77.11 80.93 84.74 88.56 92.37 96.18 100.00

Actual - 6.62 13.03 22.36 37.31 43.00 44.11 51.21 56.24 60.13

CL14 Plan % 0.00 0.00 0.38 20.37 47.70 48.33 48.33 48.33 48.33 48.33 48.33 48.33 48.33 59.91 77.84 90.27 94.93 100.00 100.00 100.00 100.00 100.00 100.00

Revised Plan % - - - - - 7.40 29.85 78.13 78.13 78.13 78.13 78.13 78.13 78.13 78.13 78.13 78.13 80.66 87.59 88.57 100.00 100.00 100.00

Actual - 10.09 10.09 17.59 19.52 77.42 69.96 70.18 70.18 70.18

CL14 Plan % 0.00 0.00 0.00 0.78 6.58 16.76 29.38 41.37 58.64 66.60 74.18 82.85 84.75 84.75 85.24 92.34 92.34 98.36 100.00 100.00 100.00 100.00 100.00

Revised Plan % - - - - - - - 3.32 12.89 28.83 43.89 60.03 74.82 90.03 95.24 95.95 95.95 96.09 98.30 99.46 99.54 100.00 100.00

Actual - - - - 4.35 4.89 - 5.27 14.93 29.52

CL14 Plan % 0.00 0.00 1.01 9.21 29.30 45.91 56.90 62.24 64.59 67.94 69.08 69.08 75.05 82.85 93.48 98.64 100.00 100.00 100.00 100.00 100.00 100.00 100.00

Revised Plan % - - - - - 4.26 8.17 16.03 32.68 53.13 67.05 67.47 67.47 67.90 68.32 68.32 68.32 81.11 93.02 97.11 100.00 100.00 100.00

Actual - - - 5.00 5.00 53.23 62.16 74.91 78.29 91.86

CL14 Plan % 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.07 26.27 41.98 59.98 78.73 79.90 79.90 85.20 89.45 92.60 100.00 100.00 100.00 100.00 100.00

Revised Plan % - - - - - - - - - - - 3.58 17.42 31.37 51.32 75.82 75.82 75.82 75.82 87.25 87.25 98.60 100.00

Actual 1.26

CL14 Plan % 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.08 7.77 19.32 31.22 44.94 51.98 52.14 90.14 90.14 100.00 100.00 100.00 100.00 100.00

Revised Plan % - - - - - - - - - - - - - 0.08 8.44 22.42 46.57 51.97 51.97 86.66 90.05 93.03 100.00

Actual

CL14 Plan % 0.00 0.00 0.23 1.43 2.97 10.17 23.65 36.51 51.47 63.06 74.26 75.97 77.37 80.05 82.40 88.97 92.13 98.55 100.00 100.00 100.00 100.00 100.00

Revised Plan % - - - 0.26 2.64 7.33 20.62 35.14 50.06 62.76 68.40 72.78 74.07 74.67 83.42 84.04 84.30 87.32 95.58 98.11 99.44 100.00 100.00

Actual - - - 0.48 1.26 5.59 14.93 27.72 40.08 55.38

CL14 Plan % 0.00 0.00 4.02 15.21 34.62 57.89 69.26 81.40 83.38 83.46 84.50 92.89 99.96 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00

Revised Plan % - - - - 2.77 7.75 13.76 22.09 29.64 39.02 49.64 59.51 71.33 85.14 87.00 93.50 100.00 100.00 100.00 100.00 100.00 100.00 100.00

Actual - - - 0.01 6.05 14.73 18.14 22.33 26.30 30.75

CL14 Plan % 0.00 0.00 0.00 0.00 0.00 0.38 1.21 2.63 3.42 4.23 5.50 6.08 6.08 34.35 99.38 99.76 99.76 100.00 100.00 100.00 100.00 100.00 100.00

Revised Plan % - - - - - - - - - - 61.45 74.69 90.19 94.70 94.70 94.70 94.70 94.70 98.41 100.00 100.00 100.00 100.00

Actual - - - 2.50 24.07 14.39 13.24 16.19 16.72 27.56

CL14 Plan % 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.80 17.87 43.85 61.59 72.98 81.15 83.94 84.42 85.35 92.86 96.39 100.00 100.00 100.00 100.00 100.00

Revised Plan % - - - - - - - - - - 7.02 20.33 38.29 50.60 59.52 72.89 81.07 83.55 86.89 90.26 95.34 98.27 100.00

Actual - - - - - 2.61 4.98 6.42 8.31 10.67

CL14 Plan % 0.00 0.00 0.00 4.43 17.23 33.36 49.13 65.07 80.79 93.82 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00

Revised Plan % - - - - - 0.99 2.30 17.26 33.64 49.01 64.70 79.88 95.44 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00

Actual - - - 6.16 9.87 17.63 25.69 35.90 49.03 65.95

CL14 Plan % 0.00 0.00 0.00 0.00 0.00 0.17 0.79 1.43 5.65 13.41 21.84 30.56 32.94 70.94 75.04 94.02 96.43 100.00 100.00 100.00 100.00 100.00 100.00

Revised Plan % - - - - - - - 0.33 2.34 9.42 17.07 23.51 31.40 41.66 47.49 47.55 47.55 83.28 93.95 97.61 100.00 100.00 100.00

Actual - - - 0.13 5.52 9.26 13.38 16.87 17.75 20.45

Revised Plan 0.11 0.25 0.48 0.76 2.47 5.64 12.48 21.64 30.78 39.87 48.35 56.26 64.34 71.05 77.31 81.99 85.59 88.93 93.35 96.64 98.27 99.38 100.00

Actual Cum - 0.28 0.45 1.46 4.48 10.01 15.19 22.55 29.86 39.18 - - - - - - - - - - - - -

2013


0.01 0.25 1.42 4.23 7.25 10.06 9.42 9.73 10.21 9.79 8.49 5.72 4.55 3.56 2.79 3.83 3.55 3.47 1.67 - - - -

0.11 0.14 0.23 0.28 1.71 3.18 6.84 9.16 9.14 9.08 8.49 7.90 8.08 6.71 6.25 4.68 3.59 3.34 4.42 3.29 1.64 1.11 0.62

- 0.28 0.18 1.01 3.01 5.53 5.18 7.36 7.30 9.33

0.01 0.26 1.67 5.91 13.15 23.21 32.64 42.37 52.58 62.37 70.86 76.59 81.13 84.69 87.48 91.31 94.86 98.33 100.00 100.00 100.00 100.00 100.00

0.11 0.25 0.48 0.76 2.47 5.64 12.48 21.64 30.78 39.87 48.35 56.26 64.34 71.05 77.31 81.99 85.59 88.93 93.35 96.64 98.27 99.38 100.00

- 0.28 0.45 1.46 4.48 10.01 15.19 22.55 29.86 39.18

UPGRADING OF FALAJ AL QABAIL ROUNDABOUT - OMAN

MANHOURS OVERALL PROJECT S-CURVE

Item Description Wtd.

%

Plan/

Actual

2014

C

Clearing &

Removal of

Obstructions

0.95

2015

B Road Diversions 2.73

Budgeted

Man-Hrs

56,423

19,558

EStructural

Excavation0.72

D Embankment 3.5974,043

14,821

GBituminous

Pavement3.57

FSubbase &

Aggregate Base2.4250,004

73,724

IConcrete for

Bridge22.12

H

Concrete for

Box Culvert

/Underpas

38.19788,138

456,522

L MSE walls 6.84

J Drainage Works 1.50

KIncidental

Construction13.33

30,920

275,037

141,190

2014 2015

MONTHLY PROGRESS

CL14 Org Plan per Month %

Actual per Month

CUMULATIVE PROGRESS

CL14 Org Plan Cumulative %

Actual Cumulative

MMEP Works &

Ducts4.03

TOTAL 100.000

Revised Sch. per Month %

Revised Sch. Cummulative %

83,264

2,063,644

7. Status of Major Activities

Sl. No. Description Unit BOQ Qty.

(Revised) Actual Qty. % Completion

1 Clearing & Grubbing M2 162,000 129,901 80.19%

2 Borrow Excavation (to embankment) M3 340,000 71,000 20.88%

3 Granular Sub-base M3 28,700 1,500 5.23%

4 Concrete for Culverts M3 15,000 9,950 66.33%

5 Concrete for Bridge M3 13,805 2,793 20.23%

6 Steel reinforcement Fixing ton 4,900 1,778 36.28%

7 Working Piles M3 2,826 2,826 100.00%

8 Mortared Stone Riprap M3 5,210 0.00 0.00%

9 MSE Walls M2 13,200 5,045 38.22%

11 RCC Drainage Pipes LM 4,530 712 15.71%



Page 11

8. Bridge Sub-Structure Progress Schedule

ACTIVITY AB1 L P1L P2L P3L P4L P5L AB2 L

PEDESTAL - - - - - - -

PIER N/A - - - - - N/A

2nd Lift - 12-Aug-14 19-Aug-14 24-Jul-14 28-Sep-14 4-Sep-14 -

Height (m) - 6.920 6.920 6.920 6.920 6.920 -

1st Lift - 23-Jul-14 7-Aug-14 29-Jun-14 15-Sep-14 10-Aug-14 -

Height (m) - 1.153 1.210 1.440 1.248 1.225 -

BIT. PAINTING - 28-May-14 26-Jun-14 17-May-14 4-Sep-14 23-Jun-14 -

PILE CAP (Pier & Abut.) - 17-May-14 18-Jun-14 8-May-14 25-Aug-14 11-Jun-14 -

F/P & BLINDING N/A 11-May-14 11-Jun-14 1-May-14 17-Aug-14 3-Jun-14 N/A

ACTIVITY AB1 R P1R P2R P3R P4R P5R AB2 R

PEDESTAL - - - - - - -

PIER N/A - - - - - N/A

2nd Lift N/A 9-Jun-14 28-Jun-14 22-Jun-14 21-Sep-14 10-Jul-14 N/A

Height (m) - 6.920 6.920 6.920 6.920 6.920 -

1st Lift N/A 20-May-14 11-Jun-14 26-May-14 10-Sep-14 22-Jun-14 N/A

Height (m) - 0.366 0.423 0.649 0.461 0.438 -

BIT. PAINTING - 12-May-14 25-May-14 8-May-14 4-Sep-14 31-May-14 -

PILE CAP (Pier & Abut.) - 4-May-14 13-May-14 4/30/2014 27-Aug-14 20-May-14 -

F/P & BLINDING N/A 27-Apr-14 7-May-14 22-Apr-14 20-Aug-14 14-May-14 N/A

PREVIOUS PREVIOUS MONTH THIS MONTH

SUB-STRUCTURE WORK PROGRESS (RHS)

SUB-STRUCTURE WORK PROGRESS (LHS)



Page 12

9. MSE Walls Progress Schedule

DATE Elevation DATE

FROM TOFOUNDATION

/BLINDINGFROM TO

FOUNDATION

/BLINDING

22+702.653 22+825 - 22+718.936 22+810 17-Sep-14

- 18-Sep-14

22+825 22+840 13-Jul-14 22+810 22+893.032 9-Aug-14

14-Jul-14 10-Aug-14

22+840 22+880 6-Jul-14 22+893.032 22+976.294 13-Aug-14

13-Jul-14 14-Aug-14

22+880 22+908.387 10-Aug-14 22+976.294 23+040 18-Aug-14

11-Aug-14 19-Aug-14

22+908.387 22+969.478 3-Jul-14 23+040 23+088.046 26-Jul-14

5-Jul-14 27-Jul-14

22+969.478 23+000 4-Aug-14 23+088.046 23+130 21-Jul-14

5-Aug-14 22-Jul-14

23+000 23+025 20-Jul-14 23+130 23+191.774 7-Jul-14

21-Jul-14 10-Jul-14

23+025 23+070 17-Jul-14 23+191.774 23+270.800 26-Jun-14

18-Jul-14 27-Jun-14

23+070 23+140 30-Jun-14

1-Jul-14

23+140 23+164.573 16-Jun-14

17-Jun-14 DATE

23+164.573 23+237.536 23-Jun-14 FROM TOFOUNDATION

/BLINDING

24-Jun-14 23+270.7 (L) 23+270.8 (R ) 26-Jun-14

23+237.536 23+270.762 17-Jun-14 27-Jun-14

18-Jun-14

El. 20.40

El. 22.00

El. 22.00

El. 22.80

El. 22.00

MSE WALLS SCHEDULE (FOUNDATION AT APPROACH 1)

El. 21.20

LOCATION (AB 1)

Elevation

Elevation

LOCATION (LHS)

El. 20.40

El. 21.20

El. 22.00

El. 22.80

El. 22.00

LOCATION (RHS)

DATE DATE

FROM TOFOUNDATIO

N /BLINDINGFROM TO

FOUNDATION

/BLINDING

23+508.239 23+520 - 23+508.2 (L) 23+508.1 (R ) 15-Sep-14

- 16-Sep-14

23+520 23+580.877 20-Aug-14

21-Aug-14

23+580.877 23+650 26-Aug-14

27-Aug-14 DATE

23+650 23+750 1-Sep-14 FROM TOFOUNDATION

/BLINDING

2-Sep-14 23+508.1 23+607.6 8-Sep-14

23+730 23+827.635 - 9-Sep-14

- 23+607.6 23+950.1 -

23+827.635 23+949.895 - -

-

PREVIOUSP R EVIOUS

M ON T HTHIS MONTH

MSE WALL MONTHLY SCHEDULE (FOUNDATION @ APPROACH 2)

El. 23.30

El. 24.10

El. 24.90

Elevation

El. 23.30

ElevationLOCATION (RHS)

El. 23.30

El. 24.10

LOCATION (LHS) LOCATION (AB 2)Elevation



Page 13

22+825 22+840 22+880 22+908.387 22+969.478 22+991 23+084 23+164.573 23+237.536 23+270.762

34.800 - - - - - - - - - -34.000 - - - - - - - - - -33.200 - - - - - - - - - -32.400 - - - - - - - - - -31.600 - - - - - - - - - -30.800 - - - - - - - - - -30.000 - - - - - - - - - -29.200 - - - - - - - - - -28.400 - - - - - - - - - -27.600 - - - - - - - 20-Sep-14 18-Sep-14 18-Sep-1426.800 - - - - - - - 9-Sep-14 15-Sep-14 15-Sep-1426.000 - - - - - - - 4-Sep-14 28-Aug-14 28-Aug-1425.200 - - - - - - 16-Sep-14 26-Aug-14 19-Aug-14 19-Aug-1424.400 - - - - - - 4-Sep-14 18-Aug-14 6-Aug-14 6-Aug-1423.600 - - - - 21-Sep-14 17-Sep-14 27-Aug-14 13-Aug-14 24-Jul-14 24-Jul-1422.800 - 22-Sep-14 22-Sep-14 22-Sep-14 11-Sep-14 24-Aug-14 9-Aug-14 28-Jul-14 - 13-Jul-1422.000 - 3-Sep-14 3-Sep-14 3-Sep-14 28-Aug-14 - - - - -21.200 - 28-Aug-14 28-Aug-14 28-Aug-14 - - - - - -

20.400 - - - - - - - - - -

22+810 22+893.032 22+976.294 23+035 23+088.046 23+191.774 23+270.800 23+270.7 (L) 23+270.8(R )

34.000 - - - - - - - - -33.200 - - - - - - - - -32.400 - - - - - - - - -31.600 - - - - - - - - -30.800 - - - - - - - - -30.000 - - - - - - - - -29.200 - - - - - - - - -28.400 - - - - - - - - -27.600 - - - - - - 18-Sep-14 19-Sep-14 19-Sep-1426.800 - - - - - 13-Sep-14 13-Sep-14 11-Sep-14 11-Sep-1426.000 - - - - - 2-Sep-14 31-Aug-14 28-Aug-14 28-Aug-1425.200 - - - - - 24-Aug-14 18-Aug-14 18-Aug-14 18-Aug-1424.400 - - - 20-Sep-14 20-Sep-14 13-Aug-14 6-Aug-14 7-Aug-14 7-Aug-1423.600 - - - 8-Sep-14 8-Sep-14 9-Aug-14 24-Jul-14 24-Jul-14 24-Jul-1422.800 - - 18-Sep-14 21-Aug-14 18-Aug-14 - 13-Jul-14 13-Jul-14 13-Jul-1422.000 - 23-Sep-14 26-Aug-14 - - - - - -21.200 - 4-Sep-14 - - - - - - -

20.400 - - - - - - - - -

PREVIOUSP R EVIOUS

M ON T HTHIS MONTH

RHS (AB 1), from Sta. 22+718.936 to Sta. 23+270.800

LHS (AB 1), from Sta. 22+702.653 to Sta. 23+270.762

MSE WALL MONTHLY SCHEDULE (PANELS FIXING AT APPROACH 1)

ELEV.

ELEV.

AB 1 Face



Page 14

10. Box Culverts Progress Schedule

Rebars Concrete Rebars Concrete Rebars Concrete

1 21+260 3 cells - 2.0 x 1.5 43.039 0 - - - - - - - -LHS Block 1 3 cells - 2.0 x 1.5 19.526 0 - - - - - - - -RHS Block 2 3 cells - 2.0 x 1.5 23.493 0 - - - - - - - -

2 21+485 1 cell - 2.0 x 1.5 49.750 0 - - - - - - - -Block 1a 1 cell - 2.0 x 1.5 3.000 0 - - - - - - - -Block 1b 1 cell - 2.0 x 1.5 17.290 0 1-Jul-14 31-Aug-14 31-Aug-14 31-Aug-14 31-Aug-14 31-Aug-14 31-Aug-14 1-Sep-14Block 2a 1 cell - 2.0 x 1.5 7.710 0 1-Jul-14 31-Aug-14 31-Aug-14 31-Aug-14 31-Aug-14 31-Aug-14 31-Aug-14 1-Sep-14Block 2b 1 cell - 2.0 x 1.5 21.730 0 - - - - - - - -

3 21+838 2 x 4 cells (8) - 2.0 x 1.5 57.210 0 - - - - - - - -Block 1a 1 x 4 cells - 2.0 x 1.5 5.000 0 21-Jul-14 - - - - - - -Block 1b 1 x 4 cells - 2.0 x 1.5 17.600 0 3-Jul-14 - - - - - - -Block 2 1 x 4 cells - 2.0 x 1.5 22.600 0 3-Jul-14 20-Aug-14 20-Aug-14 - - - - -Block 3 1 x 4 cells - 2.0 x 1.5 11.970 0 - - - - - - - -

Block 4a 1 x 4 cells - 2.0 x 1.5 5.000 0 21-Jul-14 - - - - - - -Block 4b 1 x 4 cells - 2.0 x 1.5 17.600 0 3-Jul-14Block 5 1 x 4 cells - 2.0 x 1.5 22.600 0 3-Jul-14 - - - - - - -Block 6 1 x 4 cells - 2.0 x 1.5 11.970 0 - - - - - - - -

4 21+972.4 11 x 4 cells (44) - 3.0 x 2.0 57.629 0 - - - - - - - -Block 1 1 x 4 cells - 3.0 x 2.0 28.038 0 24-May-14 5-Jun-14 5-Jun-14 24-Jun-14 24-Jun-14 15-Jul-14 16-Jul-14 16-Aug-14Block 2 1 x 4 cells - 3.0 x 2.0 28.031 0 24-May-14 9-Jul-14 10-Jul-14 3-Aug-14 4-Aug-14 13-Aug-14 13-Aug-14 8-Sep-14Block 3 1 x 4 cells - 3.0 x 2.0 28.026 0 17-May-14 25-May-14 25-May-14 3-Jun-14 3-Jun-14 23-Jun-14 23-Jun-14 8-Sep-14Block 4 1 x 4 cells - 3.0 x 2.0 28.022 0 18-May-14 12-Jul-14 13-Jul-14 5-Aug-14 6-Aug-14 18-Aug-14 19-Aug-14 -Block 5 1 x 4 cells - 3.0 x 2.0 28.019 0 18-May-14 29-May-14 29-May-14 8-Jun-14 8-Jun-14 2-Jul-14 2-Jul-14 -Block 6 1 x 4 cells - 3.0 x 2.0 28.018 0 18-May-14 31-Jul-14 31-Jul-14 12-Aug-14 12-Aug-14 27-Aug-14 28-Aug-14 -Block 7 1 x 4 cells - 3.0 x 2.0 28.019 0 18-May-14 10-Jun-14 10-Jun-14 1-Jul-14 1-Jul-14 23-Jul-14 24-Jul-14 -Block 8 1 x 4 cells - 3.0 x 2.0 28.022 0 26-May-14 9-Aug-14 10-Aug-14 25-Aug-14 26-Aug-14 9-Sep-14 10-Sep-14 -Block 9 1 x 4 cells - 3.0 x 2.0 28.026 0 26-May-14 15-Jun-14 15-Jun-14 7-Jul-14 8-Jul-14 4-Aug-14 5-Aug-14 -

Block 10 1 x 4 cells - 3.0 x 2.0 28.031 0 28-May-14 17-Aug-14 18-Aug-14 14-Sep-14 14-Sep-14 24-Sep-14 25-Sep-14 -Block 11 1 x 4 cells - 3.0 x 2.0 28.038 0 28-May-14 19-Jun-14 19-Jun-14 20-Jul-14 20-Jul-14 2-Sep-14 3-Sep-14 25-Sep-14Block 12 1 x 4 cells - 3.0 x 2.0 21.015 0 10-Aug-14 25-Aug-14 26-Aug-14 2-Sep-14 3-Sep-14 - - -Block 13 1 x 4 cells - 3.0 x 2.0 21.010 0 27-Jul-14 22-Sep-14 22-Sep-14 29-Sep-14 29-Sep-14 - - -Block 14 1 x 4 cells - 3.0 x 2.0 21.006 0 27-Jul-14 - - - - - - -Block 15 1 x 4 cells - 3.0 x 2.0 21.003 0 24-Jul-14 23-Aug-14 23-Aug-14 8-Sep-14 8-Sep-14 18-Sep-14 19-Sep-14 -Block 16 1 x 4 cells - 3.0 x 2.0 21.001 0 16-Jun-14 27-Jul-14 27-Jul-14 14-Aug-14 14-Aug-14 3-Sep-14 4-Sep-14 -Block 17 1 x 4 cells - 3.0 x 2.0 21.000 0 16-Jun-14 14-Sep-14 15-Sep-14 23-Sep-14 24-Sep-14 - - -Block 18 1 x 4 cells - 3.0 x 2.0 21.001 0 12-Jun-14 - - - - - - -Block 19 1 x 4 cells - 3.0 x 2.0 21.003 0 12-Jun-14 - - - - - - -Block 20 1 x 4 cells - 3.0 x 2.0 21.006 0 8-Jun-14 29-Sep-14 30-Sep-14 - - - - -Block 21 1 x 4 cells - 3.0 x 2.0 21.010 0 8-Jun-14 1-Sep-14 2-Sep-14 22-Sep-14 22-Sep-14 30-Sep-14 30-Sep-14 -Block 22 1 x 4 cells - 3.0 x 2.0 21.015 0 8-Jun-14 25-Jun-14 25-Jun-14 30-Jul-14 30-Jul-14 16-Sep-14 17-Sep-14 25-Sep-14

4 21+972.4 11 x 4 cells - 3.0 x 2.0 57.629 0 - - - - - - - -Block 23 1 x 4 cells - 3.0 x 2.0 6.635 0 - - - - - - - -Block 24 1 x 4 cells - 3.0 x 2.0 6.782 0 - - - - - - - -Block 25 1 x 4 cells - 3.0 x 2.0 6.819 0 - - - - - - - -Block 26 1 x 4 cells - 3.0 x 2.0 7.217 0 - - - - - - - -Block 27 1 x 4 cells - 3.0 x 2.0 7.975 0 - - - - - - - -Block 28 1 x 4 cells - 3.0 x 2.0 8.571 0 - - - - - - - -Block 29 1 x 4 cells - 3.0 x 2.0 9.267 0 - - - - - - - -Block 30 1 x 4 cells - 3.0 x 2.0 9.949 0 - - - - - - - -Block 31 1 x 4 cells - 3.0 x 2.0 10.260 0 - - - - - - - -Block 32 1 x 4 cells - 3.0 x 2.0 10.262 0 - - - - - - - -Block 33 1 x 4 cells - 3.0 x 2.0 10.265 0 - - - - - - - -

5 22+655 2 x 4 cells (8) - 2.0 x 2.0 95.482 45° R - - - - - - - -(9 cells) 1 cell - 2.0 x 2.0 - - - - - - - -Block 1 1 x 4 cells - 2.0 x 2.0 9.675 45° R - - - - - - - -Block 2 1 x 4 cells - 2.0 x 2.0 32.711 45° R 30-Jun-14 6-Aug-14 7-Aug-14 1-Sep-14 2-Sep-14 1-Sep-14 2-Sep-14 -Block 3 1 x 4 cells - 2.0 x 2.0 32.711 45° R 24-Jun-14 21-Jul-14 21-Jul-14 17-Aug-14 18-Aug-14 17-Aug-14 18-Aug-14 -Block 4 1 x 4 cells - 2.0 x 2.0 20.315 45° R - - - - - - - -Block 5 1 x 4 cells - 2.0 x 2.0 19.035 45° R - - - - - - - -Block 6 1 x 4 cells - 2.0 x 2.0 32.711 45° R 29-Jun-14 27-Jul-14 28-Jul-14 13-Sep-14 14-Sep-14 13-Sep-14 14-Sep-14 -Block 7 1 x 4 cells - 2.0 x 2.0 32.711 45° R 24-Jun-14 28-Aug-14 28-Aug-14 24-Sep-14 26-Sep-14 24-Sep-14 26-Sep-14 -Block 8 1 x 4 cells - 2.0 x 2.0 10.95 45° R - - - - - - - -Block 9 1 cell - 2.0 x 2.0 25.03 45° R - - - - - - - -

Block 10 1 cell - 2.0 x 2.0 32.711 45° R 28-Jun-14 20-Aug-14 23-Aug-14 - - - - -Block 11 1 cell - 2.0 x 2.0 32.711 45° R 29-Jun-14 3-Aug-14 4-Aug-14 - - - - -Block 12 1 cell - 2.0 x 2.0 4.960 45° R - - - - - - - -

RHS

LHS

RHS

RHS

RHS

LHS

RHS

BASE SLAB WALL

LHS

LHS

LHS

RHS

TYPE & DIMENSIONSTATIONNO.TOP SLAB Bituminous Paint

(2 Coats)

LENGTH

(m)

SKEW (

° )

F/P &

BLINDING

LHS

RHS

LHS

RHS



Page 15

Rebars Concrete Rebars Concrete Rebars Concrete

5 22+655 2 x 4 cells (8) - 2.0 x 2.0 95.482 45° R - - - - - - - -(9 cells) 1 cell - 2.0 x 2.0 - - - - - - - -Block 1 1 x 4 cells - 2.0 x 2.0 9.675 45° R - - - - - - - -Block 2 1 x 4 cells - 2.0 x 2.0 32.711 45° R 30-Jun-14 6-Aug-14 7-Aug-14 1-Sep-14 2-Sep-14 1-Sep-14 2-Sep-14 -Block 3 1 x 4 cells - 2.0 x 2.0 32.711 45° R 24-Jun-14 21-Jul-14 21-Jul-14 17-Aug-14 18-Aug-14 17-Aug-14 18-Aug-14 -Block 4 1 x 4 cells - 2.0 x 2.0 20.315 45° R - - - - - - - -Block 5 1 x 4 cells - 2.0 x 2.0 19.035 45° R - - - - - - - -Block 6 1 x 4 cells - 2.0 x 2.0 32.711 45° R 29-Jun-14 27-Jul-14 28-Jul-14 13-Sep-14 14-Sep-14 13-Sep-14 14-Sep-14 -Block 7 1 x 4 cells - 2.0 x 2.0 32.711 45° R 24-Jun-14 28-Aug-14 28-Aug-14 24-Sep-14 26-Sep-14 24-Sep-14 26-Sep-14 -Block 8 1 x 4 cells - 2.0 x 2.0 10.95 45° R - - - - - - - -Block 9 1 cell - 2.0 x 2.0 25.03 45° R - - - - - - - -

Block 10 1 cell - 2.0 x 2.0 32.711 45° R 28-Jun-14 20-Aug-14 23-Aug-14 - - - - -Block 11 1 cell - 2.0 x 2.0 32.711 45° R 29-Jun-14 3-Aug-14 4-Aug-14 - - - - -Block 12 1 cell - 2.0 x 2.0 4.960 45° R - - - - - - - -

6 23+492 1 x 4 cells (4) - 3.0 x 2.0 79.065 15° R - - - - - - - -(5 cells) 1 cell - 3.0 x 2.0 - - - - - - - -Block 1 1 x 4 cells - 3.0 x 2.0 6.457 15° R - - - - - - - -Block 2 1 x 4 cells - 3.0 x 2.0 31.546 15° R 24-Jun-14 9-Jul-14 9-Jul-14 30-Jul-14 30-Jul-14 16-Aug-14 17-Aug-14 6-Sep-14Block 3 1 x 4 cells - 3.0 x 2.0 31.546 15° R 24-Jun-14 14-Jul-14 15-Jul-14 3-Aug-14 3-Aug-14 21-Aug-14 21-Aug-14 6-Sep-14Block 4 1 x 4 cells - 3.0 x 2.0 7.982 15° R 9/172014 23-Sep-14 24-Sep-14 28-Sep-14 28-Sep-14 - - -Block 5 1 cell - 3.0 x 2.0 7.039 15° R - - - - - - - -Block 6 1 cell - 3.0 x 2.0 31.546 15° R 24-Jun-14 5-Aug-14 5-Aug-14 9 & 20/8/2014 9 & 23/8/2014 28-Aug-14 28-Aug-14 4-7/9/2014Block 7 1 cell - 3.0 x 2.0 31.546 15° R 24-Jun-14 6-Aug-14 6-Aug-14 11 & 25/8/2014 11 & 26/8/2014 31-Aug-14 1-Sep-14 4-7/9/2014Block 8 1 cell - 3.0 x 2.0 5.525 15° R 9/172014 28-Sep-14 28-Sep-14 - - - - -

7 23+756.5 1 cell - 2.0 x 1.5 67.550 0 - - - - - - - -Block 1 1 cell - 2.0 x 1.5 12.090 0 - - - - - - - -Block 2 1 cell - 2.0 x 1.5 20.180 0 12-Jul-14 23-Jul-14 23-Jul-14 23-Jul-14 23-Jul-14 23-Jul-14 23-Jul-14 24-Jul-14

Block 3a 1 cell - 2.0 x 1.5 14.430 0 12-Jul-14 23-Jul-14 23-Jul-14 23-Jul-14 23-Jul-14 23-Jul-14 23-Jul-14 24-Jul-14Block 3b 1 cell - 2.0 x 1.5 8.700 0 11-Aug-14 26-Aug-14 26-Aug-14 26-Aug-14 26-Aug-14 26-Aug-14 26-Aug-14 28-Aug-14Block 4 1 cell - 2.0 x 1.5 12.090 0 - - - - - - - -

8 23+997 1 cell - 2.0 x 1.5 70.268 0 - - - - - - - -Block 1 1 cell - 2.0 x 1.5 16.128 0 - - - - - - - -

Block 2a 1 cell - 2.0 x 1.5 4.933 0 - - - - - - - -Block 2b 1 cell - 2.0 x 1.5 13.860 0 8-Jul-14 23-Jul-14 23-Jul-14 23-Jul-14 23-Jul-14 23-Jul-14 23-Jul-14 24-Jul-14Block 3a 1 cell - 2.0 x 1.5 16.300 0 8-Jul-14 23-Jul-14 23-Jul-14 23-Jul-14 23-Jul-14 23-Jul-14 23-Jul-14 24-Jul-14Block 3b 1 cell - 2.0 x 1.5 4.942 0 10-Aug-14 26-Aug-14 26-Aug-14 26-Aug-14 26-Aug-14 26-Aug-14 26-Aug-14 31-Aug-14Block 4a 1 cell - 2.0 x 1.5 7.848 0 10-Aug-14 26-Aug-14 26-Aug-14 26-Aug-14 26-Aug-14 26-Aug-14 26-Aug-14 31-Aug-14Block 4b 1 cell - 2.0 x 1.5 6.197 0

9 24+235 1 cell - 2.0 x 1.5 59.106 0 - - - - - - - -Block 1a 1 cell - 2.0 x 1.5 15.566 0 - - - - - - - -Block 1b 1 cell - 2.0 x 1.5 15.000 0 12-Jul-14 23-Jul-14 23-Jul-14 23-Jul-14 23-Jul-14 23-Jul-14 23-Jul-14 24-Jul-14Block 2a 1 cell - 2.0 x 1.5 8.900 0 12-Jul-14 23-Jul-14 23-Jul-14 23-Jul-14 23-Jul-14 23-Jul-14 23-Jul-14 24-Jul-14Block 2b 1 cell - 2.0 x 1.5 15.600 0 10-Aug-14 26-Aug-14 26-Aug-14 26-Aug-14 26-Aug-14 26-Aug-14 26-Aug-14 31-Aug-14Block 2c 1 cell - 2.0 x 1.5 4.020 0 - - - - - - - -

10 24+570 1 cell - 2.0 x 1.5 51.953 0 - - - - - - - -LHS Block 1 1 cell - 2.0 x 1.5 25.846 0 14-Aug-14 25-Aug-14 25-Aug-14 25-Aug-14 25-Aug-14 25-Aug-14 25-Aug-14 31-Aug-14

Block 2a 1 cell - 2.0 x 1.5 13.500 0 14-Aug-14 25-Aug-14 25-Aug-14 25-Aug-14 25-Aug-14 25-Aug-14 25-Aug-14 31-Aug-14Block 2b 1 cell - 2.0 x 1.5 12.587 0 - - - - - - - -

Note: Precast RCBC were used for all 1 cell - 2.0m x 1.5m locations.

PREVIOUS PREVIOUS MONTH THIS MONTH

RHS

RHS

LHS

RHS

LHS

RHS

LHS

BASE SLAB WALL TOP SLAB Bituminous Paint

(2 Coats)

SKEW (

° )

F/P &

BLINDING

LHS

RHS

LHS

RHS

LHS

RHS

NO. STATION TYPE & DIMENSIONLENGTH

(m)

LHS

RHS

LHS

RHS



Page 16

11. Progress Status of Utility Crossing Ducts

DIA TYPE

LEFT STAGE

MIDDLE STAGE

RIGHT STAGE

LEFT STAGE

MIDDLE STAGE

RIGHT STAGE

LEFT STAGE

MIDDLE STAGE

RIGHT STAGE

LEFT STAGE

MIDDLE STAGE

RIGHT STAGE

RHS OF SOL-01 9/24/2014 9/24/2014

LEFT STAGE 5/15/2014 5/15/2014 5/18/2014 6/12/2014

MIDDLE STAGE 6/11/2014 6/11/2014 6/12/2014 7/10/2014

RIGHT STAGE

LEFT STAGE 5/19/2014 5/19/2014 5/20/2014 6/4/2014

MIDDLE STAGE 6/14/2014 14/06/014 6/14/2014 6/21/2014

RIGHT STAGE

LEFT STAGE 5/19/2014 5/19/2014 5/20/2014 5/31/2014

MIDDLE STAGE 6/15/2014 6/15/2014 6/15/2014

RIGHT STAGE

LEFT STAGE 5/20/2014 5/20/2014 5/25/2014 6/4/2014

MIDDLE STAGE 6/15/2014 6/15/2014 6/15/2014 7/8/2014

RIGHT STAGE

LEFT STAGE 5/25/2014 5/25/2014 5/25/2014 6/4/2014

MIDDLE STAGE 6/16/2014 6/16/2014 6/17/2014 7/10/2014

RIGHT STAGE

LEFT STAGE 6/17/2014 6/17/2014 6/18/2014 7/9/2014

MIDDLE STAGE 7/20/2014 7/20/2014 7/21/2014 7/27/2014

RIGHT STAGE

LEFT STAGE 6/19/2014 6/19/2014 6/19/2014 7/6/2014

MIDDLE STAGE 7/20/2014 7/20/2014 7/21/2014 7/17/2014

RIGHT STAGE

LEFT STAGE 6/19/2014 6/19/2014 6/19/2014 7/5/2014

MIDDLE STAGE 7/20/2014 7/20/2014 7/21/2014 7/17/2014

RIGHT STAGE

LEFT STAGE

MIDDLE STAGE

RIGHT STAGE

LEFT STAGE

MIDDLE STAGE

RIGHT STAGE

LEFT STAGE 5/26/2014 5/26/2014 5/26/2014 6/8/2014

MIDDLE STAGE 6/11/2014 6/11/2014 6/11/2014 7/22/2014

RIGHT STAGE

LEFT STAGE

MIDDLE STAGE

RIGHT STAGE

LEFT STAGE 6/16/2014 6/16/2014 6/16/2014 7/20/2014

MIDDLE STAGE 7/8/2014 7/8/2014 7/9/2014 7/27/2014

RIGHT STAGE

LEFT STAGE 5/25/2014 5/25/2014 5/26/2014 6/14/2014

MIDDLE STAGE 11/06/201 6/11/2014 6/11/2014 6/23/2014

RIGHT STAGE

LEFT STAGE 5/27/2014 5/27/2014 5/27/2014 6/17/2014

MIDDLE STAGE

RIGHT STAGE

LEFT STAGE 5/28/2014 5/28/2014 5/28/2014 6/17/2014

MIDDLE STAGE

RIGHT STAGE

CCC/FQI/SL/01 21+160 150 UPVC 44A

21+360 150 UPVC

300 UPVC

7 CCC/FQI/EL/02 21+660

10

150

6 CCC/FQI/IR/01 21+460

UPVC

8 CCC/FQI/IR/02 21+780 300

2

2

3

2

3 CCC/FQR/IR/10 SOL-3 0+300 200 UPVC

4 CCC/FQR/WA/05 SR-1 0+600 300 UPVC

5

BACKFILLIN

GS.NO. CHAINAGE

PIPE

2

2UPVC

INSTALLATIO

NCONCRETE

1CCC/FQI/IR/06 SERVICE

ROAD-30+030 200 UPVC

2 CCC/FQR/IR/11 SOL-2 0+150 300

STAGES

9 CCC/FQI/EL/03 21+880

CCC/FQI/EL/04 22+260

11 CCC/FQI/EL/05 22+510 150

14CCC/FQI/IR/05

JUNCTION CROSSING22+587 LHS

12 CCC/FQI/IR/03

18 CCC/FQI/EL/07

15 CCC/FQI/EL/06

22+520

13CCC/FQI/IR/04

JUNCTION CROSSING22+520 LHS

CCC/FQI/WA/01

CCC/FQI/WA/02

JUNCTION16

17

23+008 LHS

23+020

22+760

19 CCC/FQI/EL/13

CCC/FQI/EL/0820

23+060

23+210

23+240

150

150

150

RC

UPVC

UPVC

UPVC

200

200

200

150

300

900

UPVC

UPVC

UPVC

UPVC

UPVC

UPVC

UPVC

UPVC

UPVC

150

150

2

3

1

1

3

4

3

NO. OF

WAYS

SETOUT/EXCV

/BED PREPDRAWING No.

3

2

3

3

3

2

2



Page 17

DIA TYPE

LEFT STAGE 5/28/2014 5/28/2014 5/28/2014 6/17/2014

MIDDLE STAGE

RIGHT STAGE

LEFT STAGE 5/29/2014 5/29/2014 5/29/2014 6/17/2014

MIDDLE STAGE 7/30/2014 8/12/2014 8/26/2014 8/26/2014

RIGHT STAGE

LEFT STAGE 5/29/2014 6/2/2014 6/2/2014 6/17/2014

MIDDLE STAGE 7/14/2014 7/14/2014 7/14/2014 8/20/2014

RIGHT STAGE

LEFT STAGE 5/29/2014 6/2/2014 6/2/2014 6/17/2014

MIDDLE STAGE 7/14/2014 7/14/2014 7/15/2014 8/20/2014

RIGHT STAGE

LEFT STAGE

MIDDLE STAGE 8/10/2014 8/11/2014 8/11/2014 8/26/2014

RIGHT STAGE

LEFT STAGE 5/29/2014 6/2/2014 6/3/2014 6/19/2014

MIDDLE STAGE 8/6/2014 8/6/2014 8/9/2014 8/13/2014

RIGHT STAGE

LEFT STAGE

MIDDLE STAGE

RIGHT STAGE

LEFT STAGE 6/3/2014 6/4/2014 6/4/2014 6/23/2014

MIDDLE STAGE 8/11/2014 8/11/2014 8/19/2014 8/26/2014

RIGHT STAGE

LEFT STAGE 6/4/2014 6/5/2014 6/10/2014 23/06/201

MIDDLE STAGE 7/23/2014 7/24/2014 8/19/2014 8/26/2014

RIGHT STAGE

LEFT STAGE 6/9/2014 6/9/2014 6/10/2014 6/23/2014

MIDDLE STAGE 8/6/2014 8/6/2014 8/6/2014 8/26/2014

RIGHT STAGE

LEFT STAGE 7/5/2014 7/5/2014 7/5/2014 7/13/2014

MIDDLE STAGE

RIGHT STAGE

LEFT STAGE 7/16/2014 7/16/2014 7/17/2014 7/27/2014

MIDDLE STAGE

RIGHT STAGE

LEFT STAGE 9/14/2014 9/14/2014

MIDDLE STAGE

RIGHT STAGE

LEFT STAGE 9/16/2014 9/20/2014

MIDDLE STAGE

RIGHT STAGE

LEFT STAGE

MIDDLE STAGE

RIGHT STAGE

LEFT STAGE 5/21/2014 5/21/2014 5/21/2014 6/4/2014

MIDDLE STAGE 6/16/2014 6/16/2014 6/18/2014 7/10/2014

RIGHT STAGE

LEFT STAGE 5/29/2014 5/31/2014 5/31/2014 6/17/2014

MIDDLE STAGE 7/10/2014 7/10/2014 8/13/2014 8/26/2014

RIGHT STAGE

LEFT STAGE 8/6/2014 8/6/2014 8/5/2014

MIDDLE STAGE 8/8/2014 8/9/2014 8/9/2014 9/22/2014

RIGHT STAGE 9/16/2014 9/16/2014 9/16/2014

LEFT STAGE 7/7/2014 7/8/2014 7/8/2014

MIDDLE STAGE 8/12/2014 8/13/2014 8/14/2014 8/15/2014

RIGHT STAGE

LEFT STAGE

MIDDLE STAGE

RIGHT STAGE

LEFT STAGE 7/9/2014 7/9/2014

MIDDLE STAGE 8/12/2014 8/13/2014 8/14/2014

RIGHT STAGE

LEFT STAGE 7/2/2014 7/3/2014 7/3/2014

MIDDLE STAGE 7/10/2014 7/10/2014 7/14/2014

RIGHT STAGE 7/22/2014 7/22/2014 7/23/2014 8/20/2014

4

40 CCC/FQI/SL/04 22+990 150 UPVC 4

39 CCC/FQI/SL/03 22+820 150 UPVC

UPVC

RC

UPVC

UPVC

UPVC

150

2

3

1

2

600

300

150

150

3

3

UPVC

2

4

23A 23+960 UPVC 2

24+820

24+960

25+160

28

29

30

31

32

CCC/FQI/EL/1022

CCC/FQI/WA/0323

24 CCC/FQI/EL/11

CCC/FQI/EL/0820

CCC/FQI/EL/0921

23+820

23+900

23+980

24+000

24+020

24+120

23+240

23+560

CCC/FQI/WA/0425

CCC/FQI/IR/0726

34

35

36

CCC/FQI/EL/14

CCC/FQI/IR/08

CCC/FQI/EL/15

CCC/FQI/EL/16

CCC/FQI/IR/09

CCC/FQI/EL/17

CCC/FQI/NAW.2

CCC/FQI/NAW.3

CCC/FQI/NAW.4

CCC/FQI/EL/1227

150

150

150

600

150

300

UPVC

UPVC

UPVC

RC

37 CCC/FQI/OMANTEL.1

33

CCC/FQI/OMANTEL.2 10038 0+140 SOL-3

22+810 100

100

21+870

23+580

24+720

150

100

100

4

3

4

3

1

S.NO. DRAWING No. STAGES CHAINAGEPIPE NO. OF

WAYS

SETOUT/EXCV

/BED PREP

3

2

3

2

3

2

24+220

24+340

24+520

UPVC

INSTALLATIO

NCONCRETE

BACKFILLIN

G

UPVC

UPVC

UPVC

UPVC

UPVC

150

300

UPVC

UPVC

UPVC



Page 18

DIA TYPE

BOTTOM 8/30/2014 8/31/2014 9/14/2014 9/30/2014

TOP

BOTTOM

TOP 9/15/2014 9/15/2014

BOTTOM 9/16/2014 9/17/2014 9/30/2014

TOP

10/2/2014 10/2/2014

10/2/2014 10/2/2014

BOTTOM 10/2/2014 10/2/2014

TOP

Buraimi Road (SOL-3)Settingout excav/lay concrete backfill

BOTTOM

TOP

BOTTOM

TOP

BOTTOM

TOP

BOTTOM 19/16/2014 9/17/2014 9/30/2014

TOP

BOTTOM

TOP

BOTTOM

TOP

45 CCC/FQI/SD/09 21+620 450

CON

C PI

PE

43 CCC/FQI/SD/07 21+500

44 CCC/FQI/SD/08 21+560

450

450

UPVC 2

41 CCC/FQI/SL/02 22+080

CCC/FQI/SL/13 0+130 150

UPVC 2

Existing

Road front

SOL-3 Ch.

154

UPVC 22

3

4

5

UPVC 2

UPVC 6

Existing

Road front

SOL-3 Ch.

153 UPVC 2

0+054.459 152

6

CCC/FQI/SL/14

CCC/FQI/SL/15

CCC/FQI/SL/16

CCC/FQI/SL/17

0+415

150 UPVC 4

42 CCC/FQI/EL/19 23+740 150

151

42 24+850 150CCC/FQI/SL/05 UPVC

1 CCC/FQI/Omantel/02 0+138.348 110 UPVC 4

S.NO. DRAWING No. STAGES CHAINAGEPIPE NO. OF

WAYS

SETOUT/EXCV

/BED PREP

INSTALLATIO

NCONCRETE

BACKFILLIN

G



Page 19

12. Project Strip Chart

SUBGRADE IN CUT COMPLETED 21+150-21+500BWC 6 cmTack Coat BBC 12 cmPRIME COAT ABC 2 ND 15 cmABC 1 ST 15 cmGSB 20 cmSubgrade Layr 9Layr 8Layr 7Layr 6Layr 5Layr 4Layr 3Layr 2

EMBANKMENT Layer 1 BED PREPRATION OGL SURVEY

21+0

00

21+0

20

21+0

40

21+0

60

21+0

80

21+1

00

21+1

20

21+1

40

21+1

60

21+1

80

21+2

00

21+2

20

21+2

40

21+2

60

21+2

80

21+3

00

21+3

20

21+3

40

21+3

60

21+3

80

21+4

00

21+4

20

21+4

40

21+4

60

21+4

80

21+5

00

OGL SURVEY BED PREPRATION EMBANKMENT Layer 1layer 2layer 3layer 4layer 5layer 6layer 7layer 8layer 9Subgrade

GSB 20 cmABC 1 ST 15 cmABC 2 ND 15 cmPRIME COAT BBC 12 cmTack Coat BWC 6 cm

21+500-22+000BWC 6 cmTack Coat BBC 12 cmPRIME COAT ABC 2 ND 15 cmABC 1 ST 15 cmGSB 20 cmsub gradeLayer 9Layer 8Layer 7Layer 6Layer 5Layer 4Layer 3Layer 2

EMBANKMENT Layer 1BED PREPRATION OGL SURVEY

21+5

00

21+5

20

21+5

40

21+5

60

21+5

80

21+6

00

21+6

20

21+6

40

21+6

60

21+6

80

21+7

00

21+7

20

21+7

40

21+7

60

21+7

80

21+8

00

21+8

20

21+8

40

21+8

60

21+8

80

21+9

00

21+9

20

21+9

40

21+9

60

21+9

80

22+0

00

OGL SURVEY BED PREPRATION EMBANKMENT Layer 1layer 2layer 3layer 4layer 5layer 6layer 7layer 8layer 9sub grade


RH

SLH

SR

HS

LHS

As of September 30 2014



Page 20

COMPLETED 22+000-22+500 As of September 30 2014

BWC 6 cmTack Coat BBC 12 cmPRIME COAT ABC 2 ND 15 cmABC 1 ST 15 cmGSB 20 cmLayr 10Layr 9Layr 8Layr 7Layr 6Layr 5Layr 4Layr 3Layr 2EMBANKMENT Layer 1 BED PREPRATION OGL SURVEY

22+0

00

22+0

20

22+0

40

22+0

60

22+0

80

22+1

00

22+1

20

22+1

40

22+1

60

22+1

80

22+2

00

22+2

20

22+2

40

22+2

60

22+2

80

22+3

00

22+3

20

22+3

40

22+3

60

22+3

80

22+4

00

22+4

20

22+4

40

22+4

60

22+4

80

22+5

00

OGL SURVEY BED PREPRATION EMBANKMENT Layer 1layer 2layer 3layer 4layer 5layer 6layer 7layer 8layer 9layer 10GSB 20 cmABC 1 ST 15 cmABC 2 ND 15 cmPRIME COAT BBC 12 cmTack Coat BWC 6 cm

22+500-23+000BWC 6 cmTack Coat BBC 12 cmPRIME COAT ABC 2 ND 15 cmABC 1 ST 15 cmGSB 20 cmLayer 10Layer 9Layer 8Layer 7 rock 1Layer 6 layer 15Layer 5 rock soil layer no 2Layer 4 rock soil layer no 1Layer 3Layer 2EMBANKMENT Layer 1BED PREPRATION OGL SURVEY

22+5

00

22+5

20

22+5

40

22+5

60

22+5

80

22+6

00

22+6

20

22+6

40

22+6

60

22+6

80

22+7

00

22+7

20

22+7

40

22+7

60

22+7

80

22+8

00

22+8

20

22+8

40

22+8

60

22+8

80

22+9

00

22+9

20

22+9

40

22+9

60

22+9

80

23+0

00

OGL SURVEY BED PREPRATION EMBANKMENT Layer 1layer 2layer 3layer 4 rock soil layer no 1layer 5 rock soil layer no 2layer 6 layer 15layer 7 rock 1layer 8layer 9layer 10GSB 20 cmABC 1 ST 15 cmABC 2 ND 15 cmPRIME COAT BBC 12 cmTack Coat BWC 6 cm

LHS

RH

SLH

SR

HS



Page 21

COMPLETED 23+000-23+500 As of September 30 2014BWC 6 cmTack Coat BBC 12 cmPRIME COAT ABC 2 ND 15 cmABC 1 ST 15 cmGSB 20 cmLayr 10 rock siol layer no 1Layr 9 rock soil layer 1 layer no 28Layr 8 layer 15Layr 7Layr 6Layr 5Layr 4Layr 3Layr 2EMBANKMENT Layer 1 BED PREPRATION OGL SURVEY

23+0

00

23+0

20

23+0

40

23+0

60

23+0

80

23+1

00

23+1

20

23+1

40

23+1

60

23+1

80

23+2

00

23+2

20

23+2

40

23+2

60

23+2

80

23+3

00

23+3

20

23+3

40

23+3

60

23+3

80

23+4

00

23+4

20

23+4

40

23+4

60

23+4

80

23+5

00

OGL SURVEY BED PREPRATION EMBANKMENT Layer 1layer 2layer 3layer 4layer 5layer 6 layer 15layer 7 Rock siol no 1 layer no 28layer 8 rock siol layer no 1layer 9layer 10GSB 20 cmABC 1 ST 15 cmABC 2 ND 15 cmPRIME COAT BBC 12 cmTack Coat BWC 6 cm

23+500-24+000BWC 6 cmTack Coat BBC 12 cmPRIME COAT ABC 2 ND 15 cmABC 1 ST 15 cmGSB 20 cmLayer 10Layer 9Layer 8Layer 7Layer 6Layer 5Layer 4Layer 3Layer 2EMBANKMENT Layer 1BED PREPRATION OGL SURVEY

23+5

00

23+5

20

23+5

40

23+5

60

23+5

80

23+6

00

23+6

20

23+6

40

23+6

60

23+6

80

23+7

00

23+7

20

23+7

40

23+7

60

23+7

80

23+8

00

23+8

20

23+8

40

23+8

60

23+8

80

23+9

00

23+9

20

23+9

40

23+9

60

23+9

80

24+0

00

OGL SURVEY BED PREPRATION EMBANKMENT Layer 1layer 2layer 3layer 4layer 5layer 6layer 7layer 8layer 9layer 10GSB 20 cmABC 1 ST 15 cmABC 2 ND 15 cmPRIME COAT BBC 12 cmTack Coat BWC 6 cm

LHS

RH

SLH

SR

HS



Page 22


BWC 6 cmTack Coat BBC 12 cmPRIME COAT ABC 2 ND 15 cmABC 1 ST 15 cmGSB 20 cmLayer 10Layer 9Layer 8Layer 7Layer 6Layer 5Layer 4Layer 3Layer 2

EMBANKMENT Layer 1 BED PREPRATION OGL SURVEY

24+0

00

24+0

20

24+0

40

24+0

60

24+0

80

24+1

00

24+1

20

24+1

40

24+1

60

24+1

80

24+2

00

24+2

20

24+2

40

24+2

60

24+2

80

24+3

00

24+3

20

24+3

40

24+3

60

24+3

80

24+4

00

24+4

20

24+4

40

24+4

60

24+4

80

24+5

00

OGL SURVEY BED PREPRATION EMBANKMENT Layer 1layer 2layer 3layer 4layer 5layer 6layer 7layer 8layer 9layer 10


24+500-25+000

BWC 6 cmTack Coat BBC 12 cmPRIME COAT ABC 2 ND 15 cmABC 1 ST 15 cmGSB 20 cmLayer 10Layer 9Layer 8Layer 7Layer 6Layer 5Layer 4Layer 3Layer 2

EMBANKMENT Layer 1BED PREPRATION OGL SURVEY

24+5

00

24+5

20

24+5

40

24+5

60

24+5

80

24+6

00

24+6

20

24+6

40

24+6

60

24+6

80

24+7

00

24+7

20

24+7

40

24+7

60

24+7

80

24+8

00

24+8

20

24+8

40

24+8

60

24+8

80

24+9

00

24+9

20

24+9

40

24+9

60

24+9

80

25+0

00

OGL SURVEY BED PREPRATION EMBANKMENT Layer 1layer 2layer 3layer 4layer 5layer 6layer 7layer 8layer 9layer 10


LHS

RH

SLH

SR

HS



Page 23


BWC 6 cm

Tack Coat

BBC 12 cm

PRIME COAT

ABC 2 ND 15 cm

ABC 1 ST 15 cm

GSB 20 cm

Layr 10

Layr 9

Layr 8

Layr 7

Layr 6

Layr 5

Layr 4

Layr 3

Layr 2

EMBANKMENT Layer 1

BED PREPRATION

OGL SURVEY

25+0

00

25+0

20

25+0

40

25+0

60

25+0

80

25+1

00

25+1

20

25+1

40

25+1

60

25+1

80

25+2

00

25+2

20

25+2

40

25+2

60

25+2

80

25+3

00

25+3

20

25+3

40

25+3

60

25+3

80

25+4

00

25+4

20

25+4

40

25+4

60

25+4

80

25+5

00

OGL SURVEY

BED PREPRATION

EMBANKMENT Layer 1

layer 2

layer 3

layer 4

layer 5

layer 6

layer 7

layer 8

layer 9

layer 10

GSB 20 cm

ABC 1 ST 15 cm

ABC 2 ND 15 cm

PRIME COAT

BBC 12 cm

Tack Coat

BWC 6 cm

LHS

RH

S



Page 24

13. Financial Status of Payments

Sl. No. DESCRIPTIONPAYMENT FOR

THE MONTH OF

GROSS

AMOUNT

(R.O.)

GROSS

AMOUNT

CLAIMED (R.O.)

NET AMOUNT

CLAIMED

(R.O.)

DATE

SUBMITTED

AMOUNT

CERTIFIED (R.O.)DATE CERTIFIED

AMOUNT

RECEIVED

(R.O.)

DATE

PAYMENT

RECEIVED

1

PAYMENT

APPLICATION No. 1

(ADVANCE)

Dec-13 1,648,225 1,648,225 1,648,225 23-Nov-13 1,648,225 29-Jan-14 1,648,225 6-Feb-14

2PAYMENT

APPLICATION No. 2Jan-14 2,291,277 643,052 514,442 12-Feb-14 514,442 02-Apr-14 513,608 10-Apr-14

3PAYMENT

APPLICATION No. 3Feb&Mar-14 2,808,644 517,367 504,147 06-Apr-14 434,917 03-May-14 414,674 6-Aug-14

4PAYMENT

APPLICATION No. 4Apr-14 3,315,692 507,048 417,900 08-May-14 407,538 05-Jun-14 395,257 6-Aug-14

5PAYMENT

APPLICATION No. 5May-14 4,109,460 793,768 650,802 05-Jun-14 445,708 04-Jul-14 374,172 6-Aug-14

6PAYMENT

APPLICATION No. 6Jun-14 4,293,764 184,304 382,116 15-Jul-14 382,116 16-Jul-14 418,721 9-Sep-14

7PAYMENT

APPLICATION No. 7Jul&Aug-14 5,749,546 1,455,782 1,164,626 14-Sep-14 1,123,023 18-Sep-14

8PAYMENT

APPLICATION No. 8Sep-14

9PAYMENT

APPLICATION No. 9Oct-14

10PAYMENT

APPLICATION No. 10Nov-14

11PAYMENT

APPLICATION No. 11Dec-14

12PAYMENT

APPLICATION No. 12Jan-15

13PAYMENT

APPLICATION No. 13Feb-15

14PAYMENT

APPLICATION No. 14Mar-15

15PAYMENT

APPLICATION No. 15Apr-15

16PAYMENT

APPLICATION No. 16May-15

17PAYMENT

APPLICATION No. 17Jun-15

5,749,546 5,749,546 5,282,258 4,955,969 3,764,656 TOTAL AMOUNT (R.O.)



Page 25

14. Details of Equipment Available At Site

Sl.

No.CCC HIRED

TOTAL

AVAILABLE

AT SITE

1 COMPRESSOR

2 AIR COMPRESSOR 2 1 3

3 MILLER WELDING MECHINE 2 2

4 GENERATOR 3 3

5 CRANES -

6 CRANES 30 TON / 25 TON / 70 TON 2 2 4

7 VEHICLES H.D. -

8 DIESEL TANKER -

9 FLAT TRAILER 1 1

10 HIAB TRUCK 2 2

11 P/MOVER + TIPPING TRAILER 5 5

12 TIPPER TRUCKS 13 1 14

13 WATER TANKER 5000 GAL 4 2 6

14 EARTH MOVING PLANT

15 BOBCAT 2 1 3

16 EXCAVATOR 1 1

17 JCB 4CX / 3CX 1 4 5

18 SHOVEL / WHEEL LOADER 3 2 5

19 DOZER D9N/D8R 1 1

20 TELEHANDLER -

21 CIVIL ENGINEERING EQUIPMENT

22 GREENE STABILIZER PLANT 1 1

23 DYNAPAC S/ROLLER -

24 E/WORK ROLLER 1 3 4

25 MOTOR GRADER 1 3 4

26 TITAN PAVER MACHINE -

27 TYRE / PTR ROLLER -

28 PAVER MACHINE -

29 L. D. VEHICLES & TRUCKS

30 DYNA TRUCK 1 2 3

31 MAINTENANCE TRUCKS 1 1

32 ASHOK LEYLAND BUS 55 SEAT 6 6

33 TOYOTA COASTER BUS 24 S 1 1

34 TOYOTA COROLLA/CIVIC/YARIS 12 12

35 TOYOTA PICKUP/ISUZU 5 8 13

36 NISSAN PATHFINDER/X-TRAIL 5 5

37 TOYOTA LAND CRUISER/FORTUNER 4 4

38 Total 54 55 109

DESCRIPTION



Page 26

Ja

n-1

4Fe

b-1

4M

ar-

14

Ap

r-1

4M

ay

-14

Ju

n-1

4Ju

l-1

4A

ug

-14

Se

p-1

4O

ct-

14

No

v-1

4D

ec-1

4Ja

n-1

5Fe

b-1

5M

ar-

15

Ap

r-1

5M

ay

-15

Ju

n-1

5Ju

l-1

5A

ug

-15

Se

p-1

5O

ct-

15

To

tal

PLA

NN

ED

TO

TA

L P

ER

MO

NTH

47

68

87

95

93

10

71

10

10

81

02

10

09

88

78

27

97

76

65

34

11

50

0

REV

ISED

PLA

NN

ED

TO

TA

L P

ER

MO

NTH

68

87

95

93

10

71

10

10

81

02

10

09

88

78

27

97

76

65

34

1

PLA

NN

ED

CU

MU

LA

TIV

E4

71

15

20

22

97

39

04

58

54

56

40

73

38

40

95

01

,05

81

,16

01

,26

01

,35

81

,44

51

,52

71

,60

61

,68

31

,74

91

,80

21

,84

3

AC

TU

AL T

OTA

L P

ER

MO

NTH

33

55

66

68

77

86

88

10

01

09

68

2

AC

TU

AL C

UM

ULA

TIV

E3

38

81

54

22

22

99

38

54

73

57

36

82

EQ

UIP

ME

NT

HIS

TO

GR

AM

20

14

20

15

47

68

87

95

93

107

110

108

102

100

98

87

82

79

77

66

53

41

33

55

66

68

77

86

88

100

109

68

87

95

93

10

711

01

08

10

21

00

98

87

82

79

77

66

53

41

0

20

40

60

80

10

0

12

0

Jan-14

Feb-14

Mar-14

Apr-14

May-14

Jun-14

Jul-14

Aug-14

Sep-14

Oct-14

Nov-14

Dec-14

Jan-15

Feb-15

Mar-15

Apr-15

May-15

Jun-15

Jul-15

Aug-15

Sep-15

Oct-15

No. of EQUIPMENT

PR

OJ

EC

T M

ON

TH

S

PL

AN

NE

D T

OT

AL

PE

R M

ON

TH

AC

TU

AL

TO

TA

L P

ER

MO

NT

H

RE

VIS

ED

PL

AN

NE

D T

OT

AL

PE

R M

ON

TH



Page 27

15. Details of Manpower Available At Site

EXPATRIATES NATIONALS TOTAL

A - MANAGEMENT *** 3 3

B - COMMERCIAL STAFF * 9 1 10

C - ENGINEERS 6 6

D - FOREMAN & C/H 20 2 22

E - ENGINEERING TECHNICIANS ** 23 6 29

F - DAILY RATED EMPLOYEES :

1 - SKILLED CRAFTSMEN 142 69 211

2 - SEMI-SKILLED/UNSKILLED 507 55 562

TOTAL AS OF END OF THE MONTH 710 133 843

G - SUBCONTRACTORS

Number of Personnel employed by Subcontractor on Company Work :25

* Includes all Administrative office functions, personnel, services, camps,

insurance, accounts, EDP, stores and purchase staff

** Includes draftsmen, lab technicians, surveyors, inspectors and Q.S staff

*** Band 11 and above.

CATEGORY



Page 28

20

13

De

c-1

3Jan

-14

Fe

b-1

4M

ar-

14

Ap

r-14

May-1

4Ju

n-1

4Ju

l-14

Au

g-1

4S

ep

-14

Oct-

14

No

v-1

4D

ec-1

4Jan

-15

Fe

b-1

5M

ar-

15

Ap

r-15

May-1

5Ju

n-1

5Ju

l-15

Au

g-1

5S

ep

-15

Oct-

15

To

tal

PL

AN

NE

D T

OT

AL

PE

R M

ON

TH

- (

DIR

EC

T )

634

186

375

586

791

792

799

794

793

701

480

381

269

246

307

307

305

149

8301

565

756

754

750

700

652

667

554

516

387

297

276

365

271

135

92

51

7788

PL

AN

NE

D T

OT

AL

PE

R M

ON

TH

- (

IN

DIR

EC

T )

523

36

50

52

57

59

59

60

61

63

61

61

57

51

47

44

35

30

914

RE

VIS

ED

- P

LA

NN

ED

TO

TA

L P

ER

MO

NT

H-(

IND

IRE

CT

)63

84

84

83

78

72

74

61

57

43

33

31

40

30

15

10

6862

PL

AN

NE

D T

OT

AL

PE

R M

ON

TH

- (

DIR

EC

T +

IN

DIR

EC

T )

11

57

222

425

638

848

851

858

854

854

764

541

442

326

297

354

351

340

179

9215

RE

VIS

ED

- P

LA

NN

ED

-

( D

IRE

CT

+ IN

DIR

EC

T )

627

840

838

833

778

725

741

616

573

429

330

306

406

301

150

102

57

8651

PL

AN

NE

D C

UM

UL

AT

IVE

11

68

291

715

1,3

53

2,2

02

3,0

52

3,9

10

4,7

64

5,6

18

6,3

83

6,9

23

7,3

65

7,6

91

7,9

88

8,3

42

8,6

93

9,0

33

9,2

12

9,2

12

AC

TU

AL

TO

TA

L P

ER

MO

NT

H -

( D

IRE

CT

)322

365

550

581

603

691

709

756

734

773

6084

AC

TU

AL

TO

TA

L P

ER

MO

NT

H -

( IN

DIR

EC

T )

18

26

46

49

54

57

64

69

68

70

521

AC

TU

AL

TO

TA

L P

ER

MO

NT

H -

( D

IRE

CT

+ IN

DIR

EC

T )

340

391

596

630

657

748

773

825

802

843

00

00

00

00

06605

AC

TU

AL

CU

MU

LA

TIV

E340

731

1,3

27

1,9

57

2,6

14

3,3

62

4,1

35

4,9

60

5,7

62

6,6

05

RE

VIS

ED

- P

LA

NN

ED

TO

TA

L P

ER

MO

NT

H -

( D

IRE

CT

)

20

14

20

15

11

57

222

425

638

848

851

858

854

854

764

541

442

326

297

354

351

340

179

340

391

596

630

657

748

773

825

802

843

0

0

0

0

0

0

0

0

0

0

10

0

20

0

30

0

40

0

50

0

60

0

70

0

80

0

90

0

Dec-13

Jan-14

Feb-14

Mar-14

Apr-14

May-14

Jun-14

Jul-14

Aug-14

Sep-14

Oct-14

Nov-14

Dec-14

Jan-15

Feb-15

Mar-15

Apr-15

May-15

Jun-15

Jul-15

Aug-15

Sep-15

Oct-15

No. of Men

PR

OJ

EC

T M

ON

TH

S

PL

AN

NE

D T

OT

AL P

ER

MO

NTH

- ( D

IRE

CT

+ IN

DIR

EC

T )

AC

TU

AL

TO

TA

L P

ER

MO

NT

H -

( D

IRE

CT

+ IN

DIR

EC

T )

RE

VIS

ED

- P

LA

NN

ED

-

( D

IRE

CT

+ IN

DIR

EC

T )



Page 29

16. QA/QC Reports



Page 30



Page 31



Page 32



Page 33



Page 34

17. Status of Material Approvals

Date

Su

bm

itte

d

CC

C/F

QI/

RE

N/M

AS

/001

MA

S/C

CC

/FQ

I/B

BC

/001

Bit

um

ino

us B

ase C

ou

rse

Tarm

ac Z

aw

aw

i L

LC

Om

an

22/1

2/2

013

Ren

ard

et

AP

PR

OV

ED

01/0

4/2

014

SO

/FQ

I/C

CC

/087

07/0

4/2

014

CC

C/F

QI/

RE

N/M

AS

/002

MA

S/C

CC

/FQ

I/G

TI/

002

Geo

tech

nic

al In

vesti

gati

on

Sw

issb

ori

ng

& C

om

pan

y L

LC

26/1

2/2

013

Ren

ard

et

AP

PR

OV

ED

02/0

2/2

014

SO

/FQ

I/C

CC

/015

12/0

2/2

014

CC

C/F

QI/

RE

N/M

AS

/003

MA

S/C

CC

/FQ

I/M

SE

/003

MS

E W

all S

yste

mF

rey

ssin

et

Ara

bia

n S

ea L

LC

26/1

2/2

013

Ren

ard

et

AP

PR

OV

ED

02/0

2/2

014

SO

/FQ

I/C

CC

/014

12/0

2/2

014

CC

C/F

QI/

RE

N/M

AS

/004

MA

S/C

CC

/FQ

I/P

VC

/004

UP

VC

Pip

es

Am

ian

tit

Om

an

26/1

2/2

013

Ren

ard

et

AP

PR

OV

ED

09/0

2/2

014

SO

/FQ

I/C

CC

/019

18/0

2/2

014

CC

C/F

QI/

RE

N/M

AS

/005

MA

S/C

CC

/FQ

I/H

DP

E/0

05

HD

PE

Pip

es &

Fit

tin

gs

Am

ian

tit

Om

an

26/1

2/2

013

Ren

ard

et

AP

PR

OV

ED

09/0

2/2

014

SO

/FQ

I/C

CC

/020

18/0

2/2

014

CC

C/F

QI/

RE

N/M

AS

/006

MA

S/C

CC

/FQ

I/P

W/0

06

Pilin

g W

ork

sA

PC

C L

LC

26/0

1/2

014

Ren

ard

et

AP

PR

OV

ED

19/0

2/2

014

SO

/FQ

I/C

CC

/026

25/0

2/2

014

CC

C/F

QI/

RE

N/M

AS

/007

MA

S/C

CC

/FQ

I/M

C/0

07

Bit

nu

min

ou

s P

rim

e C

oat

(MC

-70)

Em

irate

s L

ub

e O

il C

o. (M

uscat)

30/0

1/2

014

Ren

ard

et

AP

PR

OV

ED

09/0

3/2

014

SO

/FQ

I/C

CC

/069

27/0

3/2

014

CC

C/F

QI/

RE

N/M

AS

/008

MA

S/C

CC

/FQ

I/R

S/0

08

Rein

forc

ing

Ste

el

Mu

scat

Ste

el In

du

str

ies

02/0

2/2

014

Ren

ard

et

AP

PR

OV

ED

20/0

3/2

014

SO

/FQ

I/C

CC

/063

24/0

3/2

014

CC

C/F

QI/

RE

N/M

AS

/009-1

MA

S/C

CC

/FQ

I/P

T/0

09-1

Po

st

Ten

sio

nin

g W

ork

- A

nch

ora

ge

Fre

yssin

et

Ara

bia

n S

ea L

LC

22/0

2/2

014

Ren

ard

et

AP

PR

OV

ED

27/0

3/2

014

SO

/FQ

I/C

CC

/089

14/0

4/2

014

CC

C/F

QI/

RE

N/M

AS

/009-2

MA

S/C

CC

/FQ

I/P

T/0

09-2

Po

st

Ten

sio

nin

g W

ork

- D

uct

Fre

yssin

et

Ara

bia

n S

ea L

LC

22/0

2/2

014

Ren

ard

et

AP

PR

OV

ED

27/0

3/2

014

SO

/FQ

I/C

CC

/090

14/0

4/2

014

CC

C/F

QI/

RE

N/M

AS

/009-3

MA

S/C

CC

/FQ

I/P

T/0

09-3

Po

st

Ten

sio

nin

g W

ork

- S

tran

dF

rey

ssin

et

Ara

bia

n S

ea L

LC

22/0

2/2

014

Ren

ard

et

AP

PR

OV

ED

27/0

3/2

014

SO

/FQ

I/C

CC

/091

14/0

4/2

014

CC

C/F

QI/

RE

N/M

AS

/010A

-Rev

.1M

AS

/CC

C/F

QI/

PB

/010A

-Rev

.1B

rid

ge P

ot

Beari

ng

sA

l A

mm

ar

Inte

rnati

on

al

07/0

5/2

014

Ren

ard

et

Not

Approved

---

RE

N/F

QI/

CC

C/1

11

13/0

5/2

014

CC

C/F

QI/

RE

N/M

AS

/010B

MA

S/C

CC

/FQ

I/P

B/0

10B

Bri

dg

e P

ot

Beari

ng

sB

uild

ing

Su

pp

lies &

Serv

ices

11/0

5/2

014

Ren

ard

et

AP

PR

OV

ED

25/0

5/2

014

RE

N/F

QI/

CC

C/1

22

31/0

5/2

014

CC

C/F

QI/

RE

N/M

AS

/011

MA

S/C

CC

/FQ

I/H

DP

E/0

11

HD

PE

Wate

r P

ipes

Am

ian

tit

Om

an

22/0

2/2

014

Ren

ard

et

AP

PR

OV

ED

09/0

3/2

014

SO

/FQ

I/C

CC

/038

11/0

3/2

014

CC

C/F

QI/

RE

N/M

AS

/012

MA

S/C

CC

/FQ

I/R

CB

C/0

12

Sin

gle

cell P

recast

Bo

x C

ulv

ert

Am

ian

tit

Om

an

22/0

2/2

014

Ren

ard

et

AP

PR

OV

ED

25/0

3/2

014

SO

/FQ

I/C

CC

/064

26/0

3/2

014

CC

C/F

QI/

RE

N/M

AS

/013

MA

S/C

CC

/FQ

I/B

P/0

13

Bit

um

ino

us P

ain

t M

ate

rial (R

ub

beri

zed

)A

l In

ma B

uild

ing

Mate

rila

l L

LC

02/0

3/2

014

Ren

ard

et

Not

Approved

20/0

4/2

014

RE

N/F

QI/

CC

C/1

05

05/0

5/2

014

CC

C/F

QI/

RE

N/M

AS

/013A

MA

S/C

CC

/FQ

I/B

P/0

13A

Bit

um

ino

us P

ain

t M

ate

rial (R

ub

beri

zed

)H

en

kel P

oly

bit

In

du

str

ies L

td.

17/0

6/2

014

Ren

ard

et

AP

PR

OV

ED

03/0

7/2

014

RE

N/F

QI/

CC

C/1

46

13/0

7/2

014

CC

C/F

QI/

RE

N/M

AS

/014A

-Rev

.1M

AS

/CC

C/F

QI/

EJ/

014A

-Rev

.1B

rid

ge E

xpan

sio

n J

oin

tsA

l A

mm

ar

Inte

rnati

on

al

07/0

5/2

014

Ren

ard

et

AP

PR

OV

ED

20/0

5/2

014

RE

N/F

QI/

CC

C/1

23

31/0

5/2

014

CC

C/F

QI/

RE

N/M

AS

/015

MA

S/C

CC

/FQ

I/R

C/0

15

Rein

forc

ed

Co

ncre

te P

ipe (

450,6

00,7

00m

m d

ia)

Am

ian

tit

Om

an

02/0

3/2

014

Ren

ard

et

AP

PR

OV

ED

23/0

3/2

014

SO

/FQ

I/C

CC

/077

02/0

4/2

014

CC

C/F

QI/

RE

N/M

AS

/016 B

MA

S/C

CC

/FQ

I/W

S/0

16 B

Wate

r S

top

G E

E-2

5S

ika L

LC

Om

an

25/0

3/2

014

Ren

ard

et

AP

PR

OV

ED

16/0

4/2

014

RE

N/F

QI/

CC

C/0

99

28/0

4/2

014

CC

C/F

QI/

RE

N/M

AS

/017

MA

S/C

CC

/FQ

I/T

W/0

17

Tele

ph

on

e W

ork

sN

ati

on

al T

ele

ph

on

e S

erv

ices

12/0

3/2

014

Ren

ard

et

AP

PR

OV

ED

17/0

3/2

014

SO

/FQ

I/C

CC

/082

03/0

4/2

014

CC

C/F

QI/

RE

N/M

AS

/019

MA

S/C

CC

/FQ

I/E

W/0

19

Ele

ctr

ical W

ork

sU

nit

ed

En

gin

eeri

ng

Pro

jects

22/0

3/2

014

Ren

ard

et

AP

PR

OV

ED

29/0

5/2

014

RE

N/F

QI/

CC

C/1

31

16/0

6/2

014

CC

C/F

QI/

RE

N/M

AS

/020

MA

S/C

CC

/FQ

I/E

C/0

20

MV

& L

V C

ab

les

Un

ited

En

gin

eeri

ng

Pro

jects

19/0

3/2

014

Ren

ard

et

AP

PR

OV

ED

27/0

3/2

014

SO

/FQ

I/C

CC

/083

03/0

4/2

014

CC

C/F

QI/

RE

N/M

AS

/021

MA

S/C

CC

/FQ

I/P

S/0

21

Packag

e S

ub

sta

tio

nU

nit

ed

En

gin

eeri

ng

Pro

jects

22/0

3/2

014

Ren

ard

et

----

----

CC

C/F

QI/

RE

N/M

AS

/021A

MA

S/C

CC

/FQ

I/P

S/0

21A

Packag

e S

ub

sta

tio

nV

olt

am

p E

nerg

y S

AO

G16/0

9/2

014

Ren

ard

et

CC

C/F

QI/

RE

N/M

AS

/022

MA

S/C

CC

/FQ

I/L

L/0

22

Str

eet

Lig

hti

ng

Lu

min

ari

es

Maje

es L

igh

tin

g I

nd

ustr

ies L

LC

27/0

3/2

014

Ren

ard

et

AP

PR

OV

ED

14/0

8/2

014

RE

N/F

QI/

CC

C/1

58

17/0

8/2

014

CC

C/F

QI/

RE

N/M

AS

/023A

MA

S/C

CC

/FQ

I/L

P/0

23A

Str

eet

Lig

hti

ng

Po

les (

Mid

-Hin

ged

)A

l B

ab

tain

Po

wer

&

Tele

co

mu

nic

ati

on

Co

., S

.Ara

bia

22/0

5/2

014

Ren

ard

et

AP

PR

OV

ED

14/0

8/2

014

RE

N/F

QI/

CC

C/1

57

17/0

8/2

014

CC

C/F

QI/

RE

N/M

AS

/024

MA

S/C

CC

/FQ

I/F

P/0

24

Str

eet

Lig

hti

ng

Feed

er

Pilla

rS

tars

Lig

ht

LL

C27/0

3/2

014

Ren

ard

et

AP

PR

OV

ED

08/0

6/2

014

RE

N/F

QI/

CC

C/1

30

16/0

6/2

014

CC

C/F

QI/

RE

N/M

AS

/025

MA

S/C

CC

/FQ

I/JS

/025

Join

t S

eala

nt

(Po

lyseal)

Al In

ma B

uild

ing

Mate

rila

l L

LC

27/0

3/2

014

Ren

ard

et

AP

PR

OV

ED

16/0

4/2

014

RE

N/F

QI/

CC

C/1

00

28/0

4/2

014

CC

C/F

QI/

RE

N/M

AS

/026

MA

S/C

CC

/FQ

I/G

T/0

26

Geo

text

ile

Mo

dern

East

Tra

din

g &

Co

n.

21/0

5/2

014

Ren

ard

et

No

meet

the

HD

S--

-R

EN

/FQ

I/C

CC

/119

27/0

5/2

014

CC

C/F

QI/

RE

N/M

AS

/026A

MA

S/C

CC

/FQ

I/G

T/0

26A

Geo

text

ile (

Bo

nar

NW

16)

Bo

nar

Tech

nic

al F

ab

rics

15/0

6/2

014

Ren

ard

et

AP

PR

OV

ED

14/0

8/2

014

RE

N/F

QI/

CC

C/1

59

17/0

8/2

014

CC

C/F

QI/

RE

N/M

AS

/027

MA

S/C

CC

/FQ

I/M

S/0

27

Maste

rseal 915

(fo

rmerl

y k

no

wn

as M

aste

rflo

w 4

10 P

lus)

OB

asf

Th

e C

hem

ical C

om

pan

y10/0

8/2

014

Ren

ard

et

Req

uir

ed

late

st

test

Rep

ort

s

---

RE

N/F

QI/

CC

C/1

66

24/0

8/2

014

CC

C/F

QI/

RE

N/M

AS

/028

MA

S/C

CC

/FQ

I/G

G/0

28

Gu

lly

Gra

tin

gs &

Fra

mes

RB

A F

err

o I

nd

ustr

ies P

VT

. L

td.

17/0

8/2

014

Ren

ard

et

CA

NC

EL

LE

D

Re

nard

et

Le

tte

r

Date

d

Re

fere

nce

No

.M

AR

No

.M

ate

ria

l/ W

ork

Man

ufa

ctu

re

r/S

up

pli

er/

Su

bco

ntr

acto

r

Su

bm

itte

d T

o

Re

mark

s

By M

OT

C

MO

TC

Co

mm

en

t

s d

ate

d

Via

Re

nard

et

Le

tte

r R

ef.

No

.



Page 35

18. Engineer’s Comments

The Planned progress as per the revised Project Execution Program for the month of

September is 9.09% and the Actual progress is 9.38% which shows significant

recovery of lost progress during the previous months. However the actual

cumulative progress up to September is lagging by 0.7% which shall be recovered

in the coming month.

MSE Wall works are commenced on Abutment No. 2 side, which need to be

speeded up to cope up with the requirement of casting of Abutment Cap.

Eid Al Adha holidays may dampen the rate of progress which may be compensated

by increased productivity.

The Backfilling of Future Utility Ducts and Box Culvert works need to be expedited

to open up work fronts for road works.

Superstructure works are in progress in the Bridge and first batch of Pot Bearings

delivered to site.



Page 36

19. Details of Correspondence during the month

S.

No.

Date

ReceivedFrom

Reference

NoSubject Reply date

Reference

No.Remarks

1 9/1/2014 CCC

FQI-

RENARDET/233

Bituminous Paint Batch

Certificate 9/1/2014

REN/FQI/CCC

/174

2 9/1/2014 CCC FQI-REN-TR-236

Grade sheet for Main Road SOL-

2 CH.0+000 TO 0+388.07 LHS.

CL&RHS 2/9/23014

Approved as

Noted

3 9/2/2014 CCC

FQI-REN-TR-

082A

Dimension & co-ordinates

Details of 9 Cell Box Culvert

4 9/3/2014 CCC FQI-REN-TR-237

Bar Bending Schedule for

Underpass at CH.24+360 Block:

1 to 4 9/9/2014

Approved as

Noted

5 9/4/2014 CCC FQI-REN-TR-238

Grade Sheet for Main Road

SOL-5 -Rev.1 9/8/2014

Approved as

Noted

6 9/4/2014 CCC

FQI-

RENARDET/234

Asphalt Mix Designs - Base and

Wearing Courses 9/7/2014

REN/FQI/CCC

/179

7 9/4/2014 CCC

FQI-

RENARDET/235

Additional Items -Future Utility

Ducts

8 9/4/2014 CCC

FQI-

RENARDET/236

Additional Items -Friction Slab

for Barrier in MSE Wall

9 9/4/2014 CCC FQI-REN-TR-239

Shop Drawing of 2 way # 150

mm upvc Electrical Ducts at

ch.23+740-Rev.A 9/6/2014

Approved as

Noted

10 9/6/2014 CCC FQI-REN-TR-240

General Layout Plan at

ch.0+000 to 0+126.732 SR-6 9/16/2014

Revise &

Resubmit

11 9/7/2014 CCC FQI-REN-TR-241

General Layout Plan at

ch.0+000 to 0+261.338 SR-4 &

CH .0+000 to 0+069.593 sr-5 9/10/2014

Approved as

Noted

12 9/8/2014 CCC

FQI-

RENARDET/237

Asphalt Mix Designs -

Bituminous Base Course 9/18/2014

REN/FQI/CCC

/184

13 9/8/2014 CCC

FQI-

RENARDET/238 Monthly Progress Report No.8

14 9/8/2014 CCC

FQI-

RENARDET/239

Water pipe Relocation Shop

Drawing 9/8/2014

REN/FQI/CCC

/180

15 9/9/2014 CCC

FQI-

RENARDET/240

Additional works -Relocation

of Electrical Utilites

16 9/9/2014 CCC FQI-REN-TR-242

Retaining Wall plan (SOL-3) at

ch.0+130 to 0+310 LHS ( Sheet

1 to 9 ) 9/16/2014 Approved

17 9/9/2014 CCC FQI-REN-TR-243

2 Way # 150mm upVC street

Lighting Ducts @ SOL-03 CH .

0+130 9/10/2014 Approved

18 9/10/2014 CCC FQI-REN-TR-244

Extension of Exsting pipe

culvert # 1000 mm at ch.0+260-

SOL-03-Rev.A 9/29/2014

Approved as

Noted

19 9/14/2014 CCC FQI-REN-TR-245

SOL-2 ( Batinah Highway )

Cross Section at ch.0+240 9/17/2014 Approved

20 9/14/2014 CCC FQI-REN-TR-246

SOL-3 ( Batinah Highway )

Cross Section at ch.0+010 9/16/2014

Approved as

Noted

21 9/14/2014 CCC FQI-REN-TR-247


4CH.0+000 TO 0+992.46 LHS.

CL- Rev.1 9/25/2014 Approved

22 9/14/2014 CCC FQI-REN-TR-248


5CH.0+000 TO 0+979.9 RHS.

CL- Rev.2 9/25/2014 Approved



Page 37

S.

No.

Date

ReceivedFrom

Reference

NoSubject Reply date

Reference

No.Remarks

23 9/14/2014 CCC

FQI-

RENARDET/241

Approved Shop Drawing from

Majan Electricity

24 9/14/2014 CCC

FQI-

RENARDET/242

Interim Payment Application

No.07

25 9/15/2014 CCC

FQI-REN-TR-

177A

Detour - 1 RHS cross sections

Rev.B

26 9/15/2014 CCC FQI-REN-TR-249

4 Way # 150 mm upVC street

lighting Ducts at SOL-02

CH.0+270 9/15/2014 Approved

27 9/15/2014 CCC FQI-REN-TR-250

4Way # 110mm upVC Oman

Tel Ducts at Existing service

Road in front of SOL-1

CH.23+741.958 RHS 9/15/2014 Approved

28 9/16/2014 CCC

FQI-

RENARDET/243


Majan Electricity at SOL-03

29 9/16/2014 CCC

FQI-

RENARDET/244 Retaining walls

30 9/16/2014 CCC

FQI-

RENARDET/245 Method Statement 9/25/2014

REN/FQI/CCC

/188

31 9/16/2014 CCC

CCC/FQI/REN/M

AS/021A

Approval for Package

Substation

32 9/17/2014 CCC

FQI-

RENARDET/246

Project Progress Photographs

& Videos with Hard & printed

copy

33 9/18/2014 CCC FQI-REN-TR-251

Under Bridge lighting Location

setting - out at ch.23+269.5-

Rev.A 9/25/2014

Approved as

Noted

34 9/18/2014 CCC FQI-REN-TR-252

Bridge Drain System #200mm

upvc pipe at ch.23+269.50 to

23+509.50-Rev.A 9/29/2014

Approved as

Noted

35 9/18/2014 CCC FQI-REN-TR-253

Pedestrian Underpass Lighting

plan at ch.24+360- Rev-A 9/25/2014

Approved as

Noted

36 9/21/2014 CCC

FQI-

RENARDET/247

Additional request for

Extension of time due to

significant Increase of

Quantities and Additional

works

37 9/21/2014 CCC

FQI-

RENARDET/248 Vehicular Underpasses 9/24/2014

REN/FQI/CCC

/187

38 9/21/2014 CCC

FQI-

RENARDET/249 Suspension of the work 9/22/2014

REN/FQI/CCC

/186

39 9/22/2014 CCC FQI-REN-TR-254 Detour - 1 LHS cross sections

40 9/24/2014 CCC FQI-REN-TR-255

Dimension & Details of 3 Cell

Box Culvert Rev C 9/25/2014 Approved

41 9/25/2014 CCC

FQI-

RENARDET/250

Proposed Vehicular

Underpasses

42 9/25/2014 CCC

FQI-

RENARDET/251 Pot Bearing - Variation Order

43 9/28/2014 CCC

FQI-

RENARDET/252


Majan Electricity at SOL-03

44 9/28/2014 CCC

FQI-

RENARDET/253

Approved Shop Drawing

Relocation from majan

electricity co

45 9/29/2014 CCC

FQI-

RENARDET/254

Rock Soil Embankment -

Proposed Method Statement

46 9/30/2014 CCC

FQI-

RENARDET/255 Eid Al Adha Holidays

47 9/30/2014 CCC FQI-REN-TR-256

Cross Sections at SOL-4 from

CH.0+220 to 0+900 LHS & RHS

( Rev.A)

48 9/30/2014 CCC FQI-REN-TR-257

New Jersy Mold Over Bridge

for Falaj Alqabail Roundabout



Page 38

20. PROGRESS PHOTOGRAPHS

Earthworks in Progress on Muscat Side Approach

Formwork for First Segment of Superstructure in Progress



Page 39

Ground Preparation in Progress for Scaffolding of LHS Flyover

Site Inspection of DGR Representatives in Progress



Page 40

Progress of MSE Walls on Muscat Side Approach

Finishing Works of Pier in Progress



Page 41

Site Inspection of DGR Representatives

Engineering Fill on Abutment No. 1 Side Approach



Page 42

Backfilling above 5 Cells Box Culvert in Progress

Construction of 9 Cells Box Culvert in Progress



Page 43

Construction of Pier No. 4 in Progress

Construction of 44 Cells Box Culvert in Progress



Page 44

Pressure Testing of 250mm dia Water Pipeline

Installation of MSE Wall Panels in Progress on Abutment No. 2 Side



Page 45

Sub-Base Works in Progress on Muscat Side Approach

Reinforcement Fixing in 5 Cells Box Culvert in Progress



Page 46

Reinforcement Fixing in 44 Cells Box Culvert in Progress

Waterproofing in Progress in 44 Cells Box Culvert



Page 47

Inspection of Site Trials for Rock Soil Embankment Filling

Inspection of Laboratory by DGR Representative

FQI-MPR-2014-09

Documents

box culverts progress

mse walls progress schedule

progress scurve

sultanate of oman project

sultanate of oman contractor

engineers site staff

status of major activities

financial status of