fqi-mpr-2014-12

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. 12

DECEMBER 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 – December 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 PROGRESS SCHEDULE ................................................................................................................................. 11

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

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

11. PROGRESS STATUS OF UTILITY CROSSING DUCTS .................................................................................................... 18

12. PROJECT PROGRESS STRIP CHART ........................................................................................................................... 21

13. FINANCIAL STATUS OF PAYMENTS .......................................................................................................................... 27

14. DETAILS OF EQUIPMENT AVAILABLE AT SITE ........................................................................................................... 28

15. DETAILS OF MANPOWER AVAILABLE AT SITE .......................................................................................................... 30

16. QA/QC REPORTS ...................................................................................................................................................... 32

17. STATUS OF MATERIAL APPROVALS .......................................................................................................................... 36

18. ENGINEER’S COMMENTS ......................................................................................................................................... 38

19. CORRESPONDENCE DURING THE MONTH................................................................................................................ 39

20. PROGRESS PHOTOGRAPHS ...................................................................................................................................... 42



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 December

2014 8.32%

Actual Physical Progress for December

2014 6.89%

Planned physical progress cumulative up to

end of December 2014

63.86%

Achieved physical progress cumulative up

to end of December 2014 58.30%



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



3. Typical Cross Sections



4. Site visits/ Meetings

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

1 Visit to M/s Assarain Concrete

Products, Muscat for inspection of

Process control of Paving Blocks

11.12.2014 Found that the process and quality

control measures are effectively

implemented.

2 Monthly review meeting at DGR Office 25.12.2014 The project progress and various

project issues are discussed.



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 7.69 7.98 8.32 6.96 6.50 4.68 3.59 3.34 4.42 3.29 1.64 1.11 0.62

- 0.28 0.18 1.01 3.39 5.15 5.18 7.36 7.30 9.33 6.20 6.02 6.89 - - - - - - - - - -

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 47.55 55.53 63.86 70.81 77.31 81.99 85.59 88.93 93.35 96.64 98.27 99.38 100.00

- 0.28 0.45 1.46 4.86 10.01 15.19 22.55 29.86 39.18 45.39 51.41 58.30

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: Dec-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 65.67 69.96 74.25

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 83.49 84.12 84.95

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 47.15 47.31 67.50

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 98.62 115.33 148.20

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 3.19 5.42 10.68

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 66.20 71.35 77.45

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 34.14 46.19 56.00

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 % - - - - - - - - - - 8.09 26.17 57.85 78.53 94.70 94.70 94.70 94.70 98.41 100.00 100.00 100.00 100.00

Actual - - - 2.50 49.42 14.39 13.24 16.19 16.72 27.56 21.22 41.44 54.32

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 12.36 14.45 16.54

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 72.27 72.29 83.86

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 14.38 26.70 24.67

Revised Plan 0.11 0.25 0.48 0.76 2.47 5.64 12.48 21.64 30.78 39.87 47.55 55.53 63.86 70.81 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 4.86 10.01 15.19 22.55 29.86 39.18 45.39 51.41 58.30 - - - - - - - - - -

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 7.69 7.98 8.32 6.96 6.50 4.68 3.59 3.34 4.42 3.29 1.64 1.11 0.62

- 0.28 0.18 1.01 3.39 5.15 5.18 7.36 7.30 9.33 6.20 6.02 6.89

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 47.55 55.53 63.86 70.81 77.31 81.99 85.59 88.93 93.35 96.64 98.27 99.38 100.00

- 0.28 0.45 1.46 4.86 10.01 15.19 22.55 29.86 39.18 45.39 51.41 58.30

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

L MSE walls 6.84

J Drainage Works 1.50

KIncidental

Construction13.33

30,920

275,037

141,190

IConcrete for

Bridge22.12

H

Concrete for

Box Culvert

/Underpas

38.19788,138

456,522

GBituminous

Pavement3.57

FSubbase &

Aggregate Base2.4250,004

73,724

EStructural

Excavation0.72

D Embankment 3.5974,043

14,821

C

Clearing &

Removal of

Obstructions

0.95

2015

B Road Diversions 2.73

Budgeted

Man-Hrs

56,423

19,558

UPGRADING OF FALAJ AL QABAIL ROUNDABOUT - OMAN

MANHOURS OVERALL PROJECT S-CURVE

Item Description Wtd.

%

Plan/

Actual

2014



7. Status of Major Activities

Sl. No.

Description Unit BOQ Qty.

(Revised)

Actual Qty.

% Completion

1 Clearing & Grubbing M2 162,000 138,801 85.67%

2 Borrow Excavation (to embankment)

M3 340,000 221,412 65.12%

3 Granular Sub-base M3 28,700 10,499 36.58%

4 Concrete for Culverts (1st stage)

M3 15,000 13,207 88.04%

5 Concrete for Bridge M3 9,500 4,696 49.43%

6 Steel reinforcement Fixing ton 4,900 2,974 60.69%

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

8 Mortared Stone Riprap M3 5,210 0.00 0.00%

9 MSE Walls Fixing M2 13,030 8,461 64.93%

10 RCC Drainage Pipes LM 4,530 1,856 40.97%

11 Aggregate Base Course M3 70,300 2,220 3.16%



8. Bridge Progress Schedule

ACTIVITY AB1 L P1L P2L P4L P5L AB2 L

PEDESTAL/POT BEARING 9-Nov-14 9-Nov-14 9-Nov-14 15-Nov-14 - - - -

PIER N/A - - - - N/A

2nd Lift - 13-Aug-14 19-Aug-14 29-Sep-14 4-Sep-14 -

Height (m) - 6.920 6.920 6.920 6.920 -

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

Height (m) - 1.153 1.210 1.248 1.225 -

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

PILE CAP (Pier & Abut.) 4-Nov-14 17-May-14 18-Jun-14 25-Aug-14 11-Jun-14 -

F/P & BLINDING 21-Oct-14 11-May-14 11-Jun-14 17-Aug-14 3-Jun-14 24-Dec-14

ACTIVITY AB1 R P1R P2R P4R P5R AB2 R

PEDESTAL/POT BEARING 16-Oct-14 14-Oct-14 14-Oct-14 16-Oct-14 - - - -

PIER N/A - - - - N/A

2nd Lift - 9-Jun-14 28-Jun-14 20-Sep-14 10-Jul-14 -

Height (m) - 6.920 6.920 6.920 6.920 -

1st Lift - 20-May-14 11-Jun-14 10-Sep-14 22-Jun-14 -

Height (m) - 0.366 0.423 0.461 0.438 -

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

PILE CAP (Pier & Abut.) 9-Oct-14 4-May-14 13-May-14 27-Aug-14 20-May-14 22-Dec-14

F/P & BLINDING 2-Oct-14 27-Apr-14 7-May-14 20-Aug-14 14-May-14 14-Dec-14

SUB-STRUCTURE WORK PROGRESS (RHS)

SUB-STRUCTURE WORK PROGRESS (LHS)

P3L

24-Jul-14

6.920

29-Jun-14

1.440

17-May-14

-

8-May-14

1-May-14

0.649

8-May-14

30-Apr-14

22-Apr-14

P3R

-

22-Jun-14

6.920

26-May-14

AB1 L P1L P2L P3L P3L P4L P5L AB2 L

EXPANSION JOINT - N/A N/A - - N/A N/A -

CONCRETE BARRIER

Grouting

Prestressing

TOP SLAB (DECK) - - - - - - - -

WEB: - - - - - - - -

W1 16-Dec-14 16-Dec-14 16-Dec-14 16-Dec-14 - - - -

W2 16-Dec-14 16-Dec-14 16-Dec-14 16-Dec-14 - - - -

W3 16-Dec-14 16-Dec-14 16-Dec-14 16-Dec-14 - - - -

W4 16-Dec-14 16-Dec-14 16-Dec-14 16-Dec-14 - - - -

BOTTOM SLAB 7-Dec-14 7-Dec-14 7-Dec-14 7-Dec-14 - - - -

AB1 R P1R P2R P3R P3R P4R P5R AB2 R

EXPANSION JOINT - N/A N/A - - N/A N/A -

CONCRETE BARRIER

Grouting

Prestressing

TOP SLAB (DECK) 26-Nov-14 26-Nov-14 26-Nov-14 26-Nov-14 - - - -

WEB: - - - - - - - -

W1 10-Nov-14 10-Nov-14 10-Nov-14 10-Nov-14 - - - -

W2 10-Nov-14 10-Nov-14 10-Nov-14 10-Nov-14 - - - -

W3 10-Nov-14 10-Nov-14 10-Nov-14 10-Nov-14 - - - -

W4 10-Nov-14 10-Nov-14 10-Nov-14 10-Nov-14 - - - -

BOTTOM SLAB 28-Oct-14 28-Oct-14 28-Oct-14 28-Oct-14 - - - -

12/13/2014

12/7/2014

-

-

-

-

Dec-14 -

- -

-

-

ACTIVITY (RHS)SUPER-STRUCTURE (BRIDGE 1 - RHS)SUPER-STRUCTURE (BRIDGE 2 - RHS)

BRIDGE SUPER-STRUCTURE PROGRESS SCHEDULE (BOX GIRDER)

SUPER-STRUCTURE (BRIDGE 4 - LHS)SUPER-STRUCTURE (BRIDGE 3 - LHS)ACTIVITY (LHS)



9. MSE Walls Progress Schedule

PREVIOUS LA ST M ON T H THIS MONTH

DATE Elevation DATE

FROM TO FOUNDATION FROM TO FOUNDATION

22+702.653 22+760 2-Oct-14 22+718.936 22+810 17-Sep-14

3-Oct-14 18-Sep-14

22+760 22+825 30-Sep-14 22+810 22+893.032 9-Aug-14

1-Oct-14 10-Aug-14

22+825 22+840 13-Jul-14 22+893.032 22+976.294 13-Aug-14

14-Jul-14 14-Aug-14

22+840 22+880 6-Jul-14 22+976.294 23+040 18-Aug-14

13-Jul-14 19-Aug-14

22+880 22+908.387 10-Aug-14 23+040 23+088.046 26-Jul-14

11-Aug-14 27-Jul-14

22+908.387 22+969.478 3-Jul-14 23+088.046 23+130 21-Jul-14

5-Jul-14 22-Jul-14

22+969.478 23+000 4-Aug-14 23+130 23+191.774 7-Jul-14

5-Aug-14 10-Jul-14

23+000 23+025 20-Jul-14 23+191.774 23+270.800 26-Jun-14

21-Jul-14 27-Jun-14

23+025 23+070 17-Jul-14

18-Jul-14

23+070 23+140 30-Jun-14

1-Jul-14 DATE

23+140 23+164.573 16-Jun-14 FROM TO FOUNDATION

17-Jun-14 23+270.762 (L) 23+270.800 (R ) 26-Jun-14

23+164.573 23+237.536 23-Jun-14 27-Jun-14

24-Jun-14

23+237.536 23+270.762 17-Jun-14

18-Jun-14El. 22.00

El. 22.80

El. 22.00

El. 20.40

El. 22.80

MSE WALL MONTHLY SCHEDULE (FOUNDATION @ APPROACH 1)

El. 21.20

LOCATION (AB 1)

Elevation

Elevation

LOCATION (LHS)

El. 21.20

El. 22.00

El. 22.00

LOCATION (RHS)

El. 20.40

El. 22.00

DATE DATE

FROM TO FOUNDATION FROM TO FOUNDATION

23+508.239 23+520 15-Sep-14 23+508.239 (L) 23+508.197 (R ) 15-Sep-14

16-Sep-14 16-Sep-14

23+520 23+580.877 20-Aug-14

21-Aug-14

23+580.877 23+650 26-Aug-14 Elevation RHS DATE

27-Aug-14 FROM TO FOUNDATION

23+650 23+735 1-Sep-14 23+508.197 23+607.634 8-Sep-14

2-Sep-14 9-Sep-14

23+735 23+790 19-Sep-14 23+607.634 23+740 22-Sep-14

20-Sep-14 23-Sep-14

23+790 23+827.635 10-Oct-14 23+740 23+750 16-Oct-14

11-Oct-14 17-Oct-14

23+827.635 23+949.895 15-Oct-14 23+750 23+950.153 3-Nov-14

16-Oct-14 4-Nov-14

MSE WALL MONTHLY SCHEDULE (FOUNDATION @ APPROACH 2)

El. 23.30

El. 24.90

El. 24.10

El. 23.30

LOCATION (LHS) LOCATION (AB 2)Elevation

El. 24.10

Elevation

El. 23.30



PREVIOUSP R EVIOUS

M ON T HTHIS MONTH

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

31.600 - - - - - - - - - -30.800 - - - - - 22+975 - - - -30.000 - - - - - - - 13-Nov-14 13-Nov-14 13-Nov-1429.200 - - - - - 28-Dec-14 28-Dec-14 19-Oct-14 1-Oct-14 1-Oct-1428.400 - - - - 22+922 22-Dec-14 22-Dec-14 18-Oct-14 24-Sep-14 24-Sep-1427.600 - - - - - 16-Dec-14 16-Dec-14 20-Sep-14 18-Sep-14 18-Sep-1426.800 - - - - 9-Dec-14 9-Dec-14 18-Nov-14 9-Sep-14 15-Sep-14 15-Sep-1426.000 - - - - 4-Dec-14 4-Dec-14 20-Oct-14 4-Sep-14 28-Aug-14 28-Aug-1425.200 - - - - 5-Nov-14 5-Nov-14 16-Sep-14 26-Aug-14 19-Aug-14 19-Aug-1424.400 22+727 - 25-Nov-14 25-Nov-14 29-Oct-14 29-Oct-14 4-Sep-14 18-Aug-14 6-Aug-14 6-Aug-1423.600 - 10-Nov-14 10-Nov-14 10-Nov-14 21-Sep-14 17-Sep-14 27-Aug-14 13-Aug-14 24-Jul-14 24-Jul-1422.800 27-Dec-14 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 27-Nov-14 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+893.03222+976.294 23+035 23+088.04623+191.77423+270.80023+270.762 (L)23+270.8 (R )

32.400 - - - - - - - - -31.600 - - - - - 23+116 - - -30.800 - - - - - - - - -30.000 - - - 23+005 - 24-Dec-14 24-Dec-14 - -29.200 - - - - - 16-Nov-14 30-Sep-14 28-Sep-14 28-Sep-1428.400 - - 22+941 24-Dec-14 24-Dec-14 30-Sep-14 24-Sep-14 24-Sep-14 24-Sep-1427.600 - - - 22-Dec-14 22-Dec-14 27-Sep-14 18-Sep-14 19-Sep-14 19-Sep-1426.800 - - 31-Dec-14 16-Nov-14 16-Nov-14 13-Sep-14 13-Sep-14 11-Sep-14 11-Sep-1426.000 - - 1-Dec-14 20-Oct-14 20-Oct-14 2-Sep-14 31-Aug-14 28-Aug-14 28-Aug-1425.200 22+791 22+833 18-Nov-14 18-Oct-14 18-Oct-14 24-Aug-14 18-Aug-14 18-Aug-14 18-Aug-1424.400 - - 23-Oct-14 20-Sep-14 20-Sep-14 13-Aug-14 6-Aug-14 7-Aug-14 7-Aug-1423.600 20-Dec-14 20-Dec-14 25-Sep-14 8-Sep-14 8-Sep-14 9-Aug-14 24-Jul-14 24-Jul-14 24-Jul-1422.800 15-Dec-14 15-Dec-14 18-Sep-14 21-Aug-14 18-Aug-14 - 13-Jul-14 13-Jul-14 13-Jul-1422.000 27-Nov-14 23-Sep-14 26-Aug-14 - - - - - -21.200 - 4-Sep-14 - - - - - - -

20.400 - - - - - - - - -

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 @ APPROACH 1)

ELEV.

ELEV.

AB 1 Face

23+520 23+580 23+650 23+703 23+730 23+827 23+949

29.700 - - - - - - -28.900 - - 24-Dec-14 24-Dec-14 24-Dec-14 - -28.100 22-Dec-14 22-Dec-14 22-Dec-14 22-Dec-14 22-Dec-14 31-Dec-14 -27.300 6-Dec-14 6-Dec-14 6-Dec-14 6-Dec-14 6-Dec-14 27-Dec-14 -26.500 8-Nov-14 8-Nov-14 15-Nov-14 15-Nov-14 24-Nov-14 22-Dec-14 22-Dec-1425.700 29-Oct-14 29-Oct-14 1-Nov-14 1-Nov-14 16-Nov-14 20-Dec-14 20-Dec-1424.900 13-Oct-14 13-Oct-14 26-Sep-14 26-Sep-14 13-Nov-14 - -24.100 25-Sep-14 25-Sep-14 - - - - -23.300 - - - - - - -

23+508 (L) 23+508 (R ) 23+607 23+690 23+740 23+95028.900 - - - - - -28.100 22-Dec-14 22-Dec-14 28-Dec-13 28-Dec-13 - -27.300 16-Dec-14 6-Dec-14 10-Dec-13 24-Dec-13 - -26.500 26-Nov-14 26-Nov-14 8-Dec-14 29-Nov-14 29-Nov-14 -25.700 5-Nov-14 5-Nov-14 11-Nov-14 25-Nov-14 25-Nov-14 22-Dec-1424.900 16-Oct-14 16-Oct-14 15-Oct-14 15-Oct-14 21-Nov-14 -24.100 30-Sep-14 30-Sep-14 9-Oct-14 - - -23.300 - - - - - -

MSE WALL MONTHLY SCHEDULE (PANELS FIXING @ APPROACH 2)

ELEV.AB 2 Face

LHS (AB 2), from Sta. 23+508.239 to Sta. 23+949.895ELEV.

RHS (AB 2), from Sta. 23+508.197 to Sta. 23+950.153



10. Box Culverts Progress Schedule

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

Rebars Concrete Rebars Concrete Rebars Concrete

1 21+260 3 cells - 2.0 x 1.5 25.546 0 - - - - - - - -LHS Block 1 3 cells - 2.0 x 1.5 19.526 0 19-Oct-14 26-Oct-14 27-Oct-14 9-Nov-14 9-Nov-14 9-Nov-14 9-Nov-14 26-Nov-14RHS Block 2 3 cells - 2.0 x 1.5 14.473 0 19-Oct-14 4-Nov-14 4-Nov-14 15-Nov-14 15-Nov-14 15-Nov-14 15-Nov-14 26-Nov-14RHS Block 3 3 cells - 2.0 x 1.5 6.000 0 - - - - - - - -

2 21+485 1 cell - 2.0 x 1.5 39.750 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 10.000 0 19-Oct-14 25-Oct-14 25-Oct-14 25-Oct-14 25-Oct-14 25-Oct-14 25-Oct-14 25-Oct-14Block 2C 1 cell - 2.0 x 1.5 11.730 0 - - - - - - - -

3 21+838 2 x 4 cells (8) - 2.0 x 1.5 52.210 0 - - - - - - - -Block 1a 1 x 4 cells - 2.0 x 1.5 5.000 0 21-Jul-14 4-Sep-14 5-Sep-14 13-Oct-14 13-Oct-14 13-Oct-14 13-Oct-14 26-Nov-14Block 1b 1 x 4 cells - 2.0 x 1.5 17.600 0 3-Jul-14 4-Sep-14 5-Sep-14 13-Oct-14 13-Oct-14 13-Oct-14 13-Oct-14 26-Nov-14Block 2 1 x 4 cells - 2.0 x 1.5 22.600 0 3-Jul-14 20-Aug-14 20-Aug-14 30-Oct-14 30-Oct-14 30-Oct-14 30-Oct-14 26-Nov-14Block 3 1 x 4 cells - 2.0 x 1.5 5.000 0 3-Jul-14 8-Dec-14 8-Dec-14 16-Dec-14 16-Dec-14 16-Dec-14 16-Dec-14 -

Block 3a 1 x 4 cells - 2.0 x 1.5 6.970 0 - - - - - - - -Block 4a 1 x 4 cells - 2.0 x 1.5 5.000 0 21-Jul-14 10-Sep-14 12-Sep-14 18-Oct-14 19-Oct-14 18-Oct-14 19-Oct-14 26-Nov-14Block 4b 1 x 4 cells - 2.0 x 1.5 17.600 0 3-Jul-14 10-Sep-14 12-Sep-14 18-Oct-14 19-Oct-14 18-Oct-14 19-Oct-14 26-Nov-14Block 5 1 x 4 cells - 2.0 x 1.5 22.600 0 3-Jul-14 23-Sep-14 24-Sep-14 24-Oct-14 25-Oct-14 24-Oct-14 25-Oct-14 26-Nov-14Block 6 1 x 4 cells - 2.0 x 1.5 5.000 0 3-Jul-14 21-Dec-14 21-Dec-14 27-Dec-14 27-Dec-14 27-Dec-14 27-Dec-14 -

Block 6a 1 x 4 cells - 2.0 x 1.5 6.970 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 14-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 1-Oct-14Block 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 1-Oct-14Block 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 13-Aug-14 27-Aug-14 28-Aug-14 1-Oct-14Block 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 5-Oct-14Block 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 26-Nov-14Block 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 26-Nov-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 26-Nov-14Block 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-14

F/P &

BLINDING

LHS

RHS

TYPE & DIMENSIONSTATIONBASE SLAB WALL

NO.TOP SLAB Bituminous Paint

(2 Coats)LENGTH (m) SKEW ( ° )

RHS

LHS

LHS

RHS

LHS




Block 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 1-Oct-14 1-Oct-14 26-Nov-14Block 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 18-Oct-14 19-Oct-14 26-Nov-14Block 14 1 x 4 cells - 3.0 x 2.0 21.006 0 27-Jul-14 12-Oct-14 12-Oct-14 15-Oct-14 15-Oct-14 26-Oct-14 27-Oct-14 26-Nov-14Block 15 1 x 4 cells - 3.0 x 2.0 21.003 0 25-Jul-14 23-Aug-14 23-Aug-14 8-Sep-14 8-Sep-14 18-Sep-14 19-Sep-14 26-Nov-14Block 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 26-Nov-14Block 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 14-Oct-14 15-Oct-14 26-Nov-14Block 18 1 x 4 cells - 3.0 x 2.0 21.001 0 12-Jun-14 24-Oct-14 24-Oct-14 30-Oct-14 31-Oct-14 7-Nov-14 7-Nov-14 26-Nov-14Block 19 1 x 4 cells - 3.0 x 2.0 21.003 0 12-Jun-14 16-Oct-14 17-Oct-14 21-Oct-14 21-Oct-14 30-Oct-14 30-Oct-14 26-Nov-14Block 20 1 x 4 cells - 3.0 x 2.0 21.006 0 8-Jun-14 29-Sep-14 30-Sep-14 1-Oct-14 1-Oct-14 21-Oct-14 21-Oct-14 26-Nov-14Block 21 1 x 4 cells - 3.0 x 2.0 21.010 0 8-Jun-14 1-Sep-14 2-Sep-14 21-Sep-14 21-Sep-14 30-Sep-14 30-Sep-14 26-Nov-14Block 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-14Block 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 24-Nov-14 29-Nov-14 29-Nov-14 4-Dec-14 4-Dec-14 10-Dec-14 10-Dec-14 -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 13-Oct-14Block 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 13-Oct-14Block 4 1 x 4 cells - 2.0 x 2.0 11.850 45° R 11-Sep-14 12-Oct-14 13-Oct-14 22-Oct-14 22-Oct-14 22-Oct-14 22-Oct-14 -

Block 4a 1 x 4 cells - 2.0 x 2.0 13.130 45° R - - - - - - - -Block 5 1 x 4 cells - 2.0 x 2.0 19.035 45° R 24-Nov-14 4-Dec-14 4-Dec-14 8-Dec-14 8-Dec-14 18-Dec-14 18-Dec-14 -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 13-Oct-14Block 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 13-Oct-14Block 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 24-Nov-14 13-Dec-14 13-Dec-14 18-Dec-14 18-Dec-14 24-Dec-14 24-Dec-14 -

Block 10 1 cell - 2.0 x 2.0 32.711 45° R 28-Jun-14 20-Aug-14 23-Aug-14 2-Oct-14 3-Oct-14 2-Oct-14 3-Oct-14 13-Oct-14Block 11 1 cell - 2.0 x 2.0 32.711 45° R 29-Jun-14 3-Aug-14 4-Aug-14 2-Oct-14 3-Oct-14 2-Oct-14 3-Oct-14 13-Oct-14Block 12 1 cell - 2.0 x 2.0 4.960 45° R - - - - - - - -

RHS

RHS

LHS

RHS

LHS

RHS

LHS

RHS

NO. STATION TYPE & DIMENSION LENGTH (m) SKEW ( ° )F/P &

BLINDING

BASE SLAB WALL TOP SLAB Bituminous Paint

(2 Coats)




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 1-Oct-14 2-Oct-14 18-Oct-14Block 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 17-Sep-14 28-Sep-14 28-Sep-14 2-Oct-14 2-Oct-14 11-Oct-14 11-Oct-14 18-Oct-14

11-Oct-14 11-Oct-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 24-Nov-14 1-Dec-14 1-Dec-14 1-Dec-14 1-Dec-14 1-Dec-14 1-Dec-14 6-Dec-14

RHS

LHS

LHS

LHS

RHS

RHS

LHS

LHS

RHS

RHS

RHS

BASE SLABNO. STATION TYPE & DIMENSION LENGTH (m) SKEW ( ° )

F/P &

BLINDING

WALL TOP SLAB Bituminous Paint

(2 Coats)




1 21+300 2 cells - 4.0 x 3.0 37.700 0 - - - - - - - -LHS Block 1 2 cells - 4.0 x 3.0 15.780 0 19-Oct-14 26-Oct-14 27-Oct-14 1-Nov-14 2-Nov-14 12-Nov-14 2-Nov-14 26-Nov-14RHS Block 2 2 cells - 4.0 x 3.0 21.900 0 - - - - - - - -

2 24+600 2 cells - 4.0 x 3.0 44.051 0 - - - - - - - -LHS Block 1 2 cells - 4.0 x 3.0 21.620 0 22-Oct-14 3-Nov-14 3-Nov-14 11-Nov-14 12-Nov-14 19-Nov-14 20-Nov-14 -RHS Block 2 2 cells - 4.0 x 3.0 22.411 0 - - - - - - - -

PREVIOUSPREVIOUS

MONTHTHIS MONTH


1 23+284.40, SOL-1 1 cells - 4.0 x 4.0 - 0 - - - - - - - -LHS Block 1 1 cells - 4.0 x 4.0 - 0 - - - - - - - -RHS Block 2 1 cells - 4.0 x 4.0 - 0 - - - - - - - -

2 24+360, SOL-1 1 cells - 4.0 x 4.0 59.614 0 - - - - - - - -LHS Block 1 1 cells - 4.0 x 4.0 9.000 0 - - - - - - - -LHS Block 2 1 cells - 4.0 x 4.0 20.777 0 15-Sep-14 1-Oct-14 1-Oct-14 19-Oct-14 19-Oct-14 30-Oct-14 31-Oct-14 -RHS Block 3 1 cells - 4.0 x 4.0 22.777 0 9-Dec-14 15-Dec-14 15-Dec-14 21-Dec-14 21-Dec-14 30-Dec-14 30-Dec-14 -RHS Block 4 1 cells - 4.0 x 4.0 7.000 0 - - - - - - - -

3 0+050, SOL-3 1 cells - 4.0 x 4.0 83.223 0 - - - - - - - -LHS Block 1 1 cells - 4.0 x 4.0 17.721 0 - - - - - - - -LHS Block 2 1 cells - 4.0 x 4.0 17.721 0 - - - - - - - -LHS Block 3 1 cells - 4.0 x 4.0 17.721 0 - - - - - - - -RHS Block 4 1 cells - 4.0 x 4.0 30.000 0 25-Nov-14 2-Dec-14 2-Dec-14 14-Dec-14 14-Dec-14 25-Dec-14 25-Dec-14 -

NO.

VEHICLE UNDERPASS PROGRESS SCHEDULE (BARREL)

TOP SLAB Bitu. Paint (2

Coats)

TOP SLAB Bitu. Paint (2

Coats)STATION

STATIONBASE SLAB WALL

F/P &

BLINDING

BASE SLAB WALLNO.

LENGTH (m) SKEW ( ° )F/P &

BLINDINGTYPE & DIMENSION

PEDESTRIAN UNDERPASS PROGRESS SCHEDULE (BARREL)

TYPE & DIMENSION LENGTH (m) SKEW ( ° )



11. Progress Status of Utility Crossing Ducts

DRAWING NO. OFSETOUT/EX

CV/BED

NO. DIA TYPE WAYS STAGE LAYING CONCRETE BACKFILL

LEFT

MIDDLE

RIGHT

LEFT

MIDDLE

RIGHT

LEFT

MIDDLE

RIGHT

LEFT

MIDDLE

RIGHT

LEFT 24-Sep-14 24-Sep-14 18-Oct-14 UTL-LAY- 104 UTL-CON-131A

MIDDLE

RIGHT

LEFT 15-May-14 15-May-14 18-May-14 12-Jun-14 UTL-LAY- 81 UTL-CON- 65 UTL-BF- 01

MIDDLE 11-Jun-14 11-Jun-14 12-Jun-14 10-Jul-14 UTL-LAY- 104 UTL-CON- 83 UTL-BF- 20

RIGHT


MIDDLE 14-Jun-14 14/06/014 14-Jun-14 21-Jun-14 UTL-LAY- 108 UTL-CON- 84 UTL-BF- 21

RIGHT

LEFT 19-May-14 19-May-14 20-May-14 31-May-14 UTL-LAY- 85 UTL-CON- 63 UTL-BF- 02

MIDDLE 15-Jun-14 15-Jun-14 15-Jun-14 UTL-LAY- 107 UTL-CON- 85

RIGHT



RIGHT

LEFT 25-May-14 25-May-14 25-May-14 4-Jun-14 UTL-LAY- 90 UTL-CON-68 UTL-BF- 07


RIGHT

LEFT 17-Jun-14 17-Jun-14 18-Jun-14 9-Jul-14 UTL-LAY- 112 UTL-CON- 89 UTL-BF- 33

MIDDLE 20-Jul-14 20-Jul-14 21-Jul-14 27-Jul-14 UTL-LAY- 131 UTL-CON- 106 UTL-BF-44

RIGHT



RIGHT



RIGHT

LEFT

MIDDLE

RIGHT

LEFT

MIDDLE

RIGHT


MIDDLE 11-Jun-14 11-Jun-14 11-Jun-14 22-Jul-14 UTL-LAY-106 UTL-CON- 81 UTL-BF-26

RIGHT

LEFT

MIDDLE

RIGHT

LEFT 16-Jun-14 16-Jun-14 16-Jun-14 20-Jul-14 UTL-LAY- 102 UTL-CON- UTL-BF-19

MIDDLE 8-Jul-14 8-Jul-14 9-Jul-14 27-Jul-14 UTL-LAY- 125 UTL-CON-99 UTL-BF-42

RIGHT


MIDDLE 11/06/201 11-Jun-14 11-Jun-14 23-Jun-14 UTL-LAY- 105 UTL-CON- 82 UTL-BF- 25

RIGHT


MIDDLE

RIGHT


MIDDLE

RIGHT


MIDDLE 30-Jul-14 12-Aug-14 30-Jul-14 26-Aug-14 UTL-LAY-142 UTL-CON- 115 UTL-BF-48

RIGHT

LEFT 29-May-14 2-Jun-14 2-Jun-14 17-Jun-14 UTL-LAY- 95 UTL-CON- 75 UTL-BF- 15

MIDDLE 14-Jul-14 14-Jul-14 14-Jul-14 20-Aug-14 UTL-LAY- 124 UTL-CON- 102 UTL-BF- 36

RIGHT

LEFT 29-May-14 2-Jun-14 2-Jun-14 17-Jun-14 UTL-LAY-97 UTL-CON- 76 UTL-BF- 13

MIDDLE 14-Jul-14 14-Jul-14 15-Jul-14 20-Aug-14 UTL-LAY- 127 UTL-CON- 101 UTL-BF- 38

RIGHT

LEFT

MIDDLE 10-Aug-14 11-Aug-14 11-Aug-14 26-Aug-14 UTL-LAY-149AUTL-CON- 120A UTL-BF- 58

RIGHT 27-Oct-14 27-Oct-14 27-Oct-14 UTL-LAY- 206 UTL-CON- 153

LEFT 29-May-14 2-Jun-14 3-Jun-14 19-Jun-14 UTL-LAY- 98 UTL-CON- 77 UTL-BF- 14

MIDDLE 6-Aug-14 6-Aug-14 9-Aug-14 13-Aug-14 UTL-LAY- 134-R1UTL-CON- 109A UTL-BF- 53

RIGHT

3

2

3

3

3

2

2

2

3

1

1

3

4

3

4

3

1

3

23+820

23+900

23+980

200

200

200

150

300

900

UPVC

UPVC

UPVC

UPVC

UPVC

UPVC

UPVC

UPVC

UPVC

150

150

150

RC

UPVC

UPVC

UPVC

UPVC

UPVC

RC

UPVC24 CCC/FQI/EL/11

19 CCC/FQI/EL/13

CCC/FQI/EL/0820

CCC/FQI/EL/0921

23+060

23+210

23+240

23+560

CCC/FQI/EL/1022

CCC/FQI/WA/0323

150

150

150

150

600

BACKFILLI

NG

RFI REF.

S.NO. CHAINAGE

PIPE

2

2UPVC

INSTALLAT

ION

CONCRET

E

1CCC/FQI/IR/06

SERVICE ROAD-30+030 200 UPVC

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

2

3

2

4CCC/FQR/WA/05 SR-

10+600 300 UPVC

5 CCC/FQI/EL/01

9 CCC/FQI/EL/03 21+880

CCC/FQI/EL/04 22+260

11

2

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

CCC/FQI/EL/05 22+510 150

14CCC/FQI/IR/05

JUNCTION CROSSING22+587 LHS

12 CCC/FQI/IR/03

21+360 150 UPVC

23A CCC/FQI/SL/11 23+960 UPVC

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

150

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

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




CV/BED


LEFT

MIDDLE

RIGHT

LEFT 3-Jun-14 4-Jun-14 4-Jun-14 23-Jun-14 UTL-LAY- 99 UTL-CON- 78 UTL-BF- 16

MIDDLE 11-Aug-14 11-Aug-14 19-Aug-14 26-Aug-14 UTL-LAY-140 R1UTL-CON-114 UTL-BF- 52

RIGHT

LEFT 4-Jun-14 5-Jun-14 10-Jun-14 23/06/201 UTL-LAY- 100 UTL-CON- 79 UTL-BF- 17

MIDDLE 23-Jul-14 24-Jul-14 19-Aug-14 26-Aug-14 UTL-LAY-139 UTL-CON-112-R1UTL-BF- 47

RIGHT

LEFT 9-Jun-14 9-Jun-14 10-Jun-14 23-Jun-14 UTL-LAY- 101 UTL-CON- 80 UTL-BF- 18

MIDDLE 6-Aug-14 6-Aug-14 6-Aug-14 26-Aug-14 UTL-LAY-138-R1UTL-CON-111-B UTL-BF- 56

RIGHT

LEFT 5-Jul-14 5-Jul-14 5-Jul-14 19-Aug-14 UTL-LAY- 123 UTL-CON- 94 UTL-BF- 39R1

MIDDLE 4-Des-14 14-Dec-14 14-Dec-14 UTL-LAY- 222 UTL-CON- 97 R1..

RIGHT .

LEFT 16-Jul-14 16-Jul-14 17-Jul-14 6-Nov-14 UTL-LAY- 130 UTL-CON- 105 UTL-BF- 41R1

MIDDLE 27-Oct-14 27-Oct-14 27-Oct-14 27-Oct-14 UTL-LAY-190R1UTL-CON- 148 UTL-BF- 72

RIGHT

LEFT 14-Sep-14 14-Sep-14 14-Oct-14 20-Oct-14 UTL-LAY- 166 UTL-CON-125 UTL-BF-81

MIDDLE 27-Oct-14 30-Oct-14 27-Oct-14 10-Dec-14 UTL-LAY- 205 UTL-CON- 150 UTL-BF-99

RIGHT

LEFT 16-Sep-14 20-Sep-14 UTL-LAY- 173

MIDDLE 27-Oct-14 27-Oct-14 27-Oct-14 9-Nov-14 UTL-LAY- 203 UTL-CON- 149 UTL-BF-100

RIGHT

LEFT 3-Nov-14 10-Nov-14 11-Nov-14 7-Dec-14 UTL-LAY- 211 UTL-CON- 155 UTL-BF-106

MIDDLE

RIGHT



RIGHT


MIDDLE 10-Jul-14 10-Jul-14 13-Aug-14 26-Aug-14 UTL-LAY- 120 R1UTL-CON- 95 UTL-BF- 49

RIGHT

LEFT 21-Jul-14 4-Aug-14 5-Aug-14 UTL-LAY-137-R1UTL-CON- 118

MIDDLE 8-Aug-14 9-Aug-14 9-Aug-14 22-Sep-14 UTL-LAY-148AUTL-CON- 117 UTL-BF- 57

RIGHT 16-Sep-14 16-Sep-14 16-Sep-14 UTL-LAY-172 UTL-CON- 126

LEFT 7-Jul-14 8-Jul-14 8-Jul-14 UTL-LAY-103AUTL-CON-98

MIDDLE 12-Aug-14 13-Aug-14 14-Aug-14 15-Aug-14 UTL-LAY-150 UTL-CON-122A UTL-BF- 37A

RIGHT

LEFT

MIDDLE

RIGHT

LEFT 9-Jul-14 9-Jul-14 9-Jul-14 UTL-LAY- 116 UTL-CON-100

MIDDLE 12-Aug-14 13-Aug-14 14-Aug-14 25-Sep-14 UTL-LAY-151 UTL-CON-121 UTL-BF-81

RIGHT 12-Oct-14 13-Oct-14 12-Oct-14 8-Nov-14 UTL-LAY-187 UTL-CON-137 UTL-BF-99

LEFT 2-Jul-14 3-Jul-14 3-Jul-14 UTL-LAY-122 UTL-CON-93R1

MIDDLE 10-Jul-14 10-Jul-14 14-Jul-14 UTL-LAY-126 UTL-CON-103

RIGHT 22-Jul-14 22-Jul-14 23-Jul-14 20-Aug-14 UTL-LAY-136 UTL-CON-110 UTL-BF- 50

LEFT 30-Aug-14 31-Aug-14 14-Sep-14 30-Sep-14 UTL-LAY-158 UTL-CON-96 UTL-BF-64

MIDDLE 27-Nov-14 14-Dec-14 23-Dec-14 UTL-EXC-63 UTL-CON-162 UTL-BF-115

RIGHT 24-Nov-14 SL-CON-54

LEFT 9/7/2014 9/7/2014 14-Oct-14 27-Oct-14 UTL-LAY-162 UTL-CON-124 UTL-BF-69

MIDDLE 14-Sep-14 27-Oct-14 4-Nov-14 UTL-LAY-162R1 UTL-BF-94

RIGHT 9/16/2014 28-Oct-14 17-Nov-14 17-Nov-14 UTL-LAY-207 UTL-CON-152 UTL-BF-92

LEFT 16-Sep-14 17-Sep-14 30-Sep-14 8-Nov-14 UTL-LAY-174 UTL-CON-127 UTL-BF-83R1

MIDDLE 14-Oct-14 18-Oct-14 14-Oct-14 UTL-LAY-188 UTL-CON-138

RIGHT 27-Oct-14 27-Oct-14 27-Oct-14 UTL-LAY-204 UTL-CON-151

LEFT 2-Oct-14 2-Oct-14 2-Oct-14 UTL-LAY-184 UTL-CON-135

MIDDLE

RIGHT

LEFT 2-Oct-14 2-Oct-14 2-Oct-14 UTL-LAY-164 R1UTL-CON-134

MIDDLE

RIGHT

LEFT 2-Oct-14 2-Oct-14 2-Oct-14 UTL-LAY-185 UTL-CON-136

MIDDLE

RIGHT

LEFT

MIDDLE

RIGHT

LEFT 4-Nov-14 4-Nov-14 UTL-EXC-55 UTL-CON-156 not done

MIDDLE

RIGHT

150CCC/FQI/SL/01

21+620 450

24+220

24+340

24+520

UPVC

UPVC

42

43

44

450

CO

NC

PIP

E

45 CCC/FQI/SD/09

47

CCC/FQI/SD 23+400 60046

CO

NC

PIP

E

4

2

3

2

3

2

UPVC150

24+000

24+020

24+120

23+740 150

UPVC

UPVC

UPVC

150

UPVC

37 CCC/FQI/OMANTEL.1

33

CCC/FQI/OMANTEL.2 100

150

38 0+140 SOL-3

22+810 100

100

21+870

23+580

24+720

150

100

100

15040 22+990

UPVC300

300

RC

UPVC

UPVC

UPVC

26

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

CCC/FQI/WA/0425

24+820

24+960

25+160

28

29

30

31

32

UPVC 2

CCC/FQI/SD/07

CCC/FQI/SD/08

UPVC

UPVC

UPVC

CCC/FQI/EL/21 23+965 200 UPVC 2

24+850

450

CO

NC

PIP

EC

ON

C P

IPE

CCC/FQI/SL/04

UPVC 2-4WAY

UPVC 4

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

41 CCC/FQI/SL/02 4

21+500

21+560

42 CCC/FQI/EL/19

S.NO. CHAINAGE

PIPEINSTALLAT

ION

CONCRET

E

BACKFILLI

NG

RFI REF.

4

2

4

22+080

2

3

1

2

600

300

150

150

3

3

CCC/FQI/IR/07




CV/BED


LEFT 9/4/2014 9/28/2014 UTL-LAY-159-BUTL-CON-132

MIDDLE

RIGHT

LEFT

MIDDLE

RIGHT

LEFT

MIDDLE

RIGHT

LEFT

MIDDLE

RIGHT

LEFT 16-Sep-14 17-Sep-14 30-Sep-14 18-Oct-14 UTL-LAY-167 UTL-CON-128 UTL-BF-78

MIDDLE

RIGHT

LEFT

MIDDLE

RIGHT

LEFT

MIDDLE

RIGHT

4UPVC

4

2A CCC/FQI/Omantel/02

UPVC

6

CCC/FQI/SL/14

CCC/FQI/SL/15

CCC/FQI/SL/16

CCC/FQI/SL/17

0+415 1503

2

4

CCC/FQI/SL/13 UPVC 2

0+140 150

1 CCC/FQI/Omantel/02

0+130 150

0+138.348 110

5

UPVC 2

UPVC 6

SOL-3 Ch.

0+300150 UPVC 2

0+054.459 150

UPVC 2 SOL-3 Ch.

0+427.623150

S.NO. CHAINAGE

PIPEINSTALLAT

ION

CONCRET

E

BACKFILLI

NG

RFI REF.



12. Project Progress Strip Chart



SUBGRADE IN CUT COMPLETED 21+150-21+500 As of DEC 2014BWC 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 3 3rd rock soillayer 4 top of embankmentlayer 5layer 6layer 7layer 8layer 9sub grade


RH

SLH

SR

HS

LHS

3 cell & U.pass

3 cell & U.pass



COMPLETED 22+000-22+500 As of DEC 2014BWC 6 cmTack Coat BBC 12 cmPRIME COAT ABC 2 ND 15 cmABC 1 ST 15 cmGSB 20 cm GSBLayr 10 SUB GRADE LAYER Layr 9Layr 8Layr 7Layr 6 Subgrdae Layr 5 embank 2Layr 4 embankLayr 3 3rd rock soilLayr 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 1 1st rock soillayer 2 2nd rock soillayer 3 3rd rock soil 3rd rock soillayer 4 4th rock soillayer 5 5th rock soillayer 6 6th rock soillayer 7 embankmen 1layer 8 embankment 2 layer 9layer 10 SUBGRADEGSB 20 cm GSBABC 1 ST 15 cm abc 1st ABC 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 10 10 th rock soilLayer 9Layer 8Layer 7 7th layer roock soil 7th layer of rock soil Layer 6 layer 15Layer 5Layer 4 4th rock soilLayer 3Layer 2 2nd rock soilEMBANKMENT 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 2 2nd rock soillayer 3layer 4 4th rock soillayer 5layer 6 layer 15layer 7 7th layer roock soil 7th layer of rock soil layer 8layer 9 10 rock soillayer 10 SUB G emabnkment layers GSB 20 cm GSBABC 1 ST 15 cm ABC 1stABC 2 ND 15 cmPRIME COAT BBC 12 cmTack Coat BWC 6 cm

LHS

RH

SLH

SR

HS

9 cell

9 cell



COMPLETED 23+000-23+500 As of DEC 2014BWC 6 cmTack Coat BBC 12 cmPRIME COAT ABC 2 ND 15 cmABC 1 ST 15 cmGSB 20 cmLayr 10Layr 9Layr 8Layr 7 7th layer of rock soil Layr 6 layer 15 of embankmentLayr 5 3th layer of rock soil Layr 4 Embankment layer no 28Layr 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 4 Embankment layer no 28layer 5 3th layer of rock soil layer 6 layer 15 of embankmentlayer 7 7th layer of rock soil layer 8layer 9 10th layer of rock soil layer 10 top embankment GSB 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 10 Rock soil 15 th layer sub grade Layer 9Layer 8 Rock siol 11th layerLayer 7Layer 6Layer 5 5th rock soilLayer 4 4th rock soil Layer 3Layer 2 2nd rock soilEMBANKMENT 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 2 2nd rock soillayer 3layer 4 4th rock soil layer 5 5th layer rock soillayer 6layer 7layer 8 Rock siol 11th layerlayer 9 top embankmentlayer 10 Rock soil 15 th layer


LHS

RH

SLH

SR

HS

Bridge

Bridge

Bridge

Bridge



COMPLETED 24+000-24+500 As of DEC 2014

BWC 6 cmTack Coat BBC 12 cmPRIME COAT ABC 2 ND 15 cmABC 1 ST 15 cmGSB 20 cmLayer 10 top sub grade Layer 9Layer 8Layer 7Layer 6Layer 5Layer 4Layer 3Layer 2 2nd rock soilEMBANKMENT Layer 1 1st rockBED 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 2 2nd rock soillayer 3layer 4layer 5layer 6layer 7layer 8layer 9layer 10 top embankmentGSB 20 cmABC 1 ST 15 cmABC 2 ND 15 cmPRIME COAT BBC 12 cmTack Coat BWC 6 cm

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 1 Subgrade in cut layer 2layer 3layer 4layer 5layer 6layer 7layer 8layer 9layer 10

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

LHS

RH

SLH

SR

HS



COMPLETED 25+000-25+500 As of DEC 2014BWC 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

23

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

OGL SURVEY

BED PREPRATION sub grade in cut

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

End

of th

e pr

ojec

t



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 DUE

DATE

PAYMENT

RECEIVED

1PAYMENT APPLICATION No. 1

(ADVANCE PAYMENT)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

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

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

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

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

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

7 PAYMENT APPLICATION No. 7 Jul&Aug-14 5,749,546 1,455,782 1,164,626 14-Sep-14 1,123,023 18-Sep-14 1,123,023 19-Oct-14

8 PAYMENT APPLICATION No. 8 Sep-14 6,857,752 1,108,206 928,167 21-Oct-14 928,805 06-Nov-14 3-Jan-15

9 PAYMENT APPLICATION No. 9 Oct&Nov-14 8,550,924 1,693,172 1,398,920 17-Dec-14 29-Feb-00

10 PAYMENT APPLICATION No. 10 Dec-14

11 PAYMENT APPLICATION No. 11 Jan-15

12 PAYMENT APPLICATION No. 12 Feb-15

13 PAYMENT APPLICATION No. 13 Mar-15

14 PAYMENT APPLICATION No. 14 Apr-15

15 PAYMENT APPLICATION No. 15 May-15

16 PAYMENT APPLICATION No. 16 Jun-15

17 PAYMENT APPLICATION No. 17 Jul-15

18 PAYMENT APPLICATION No. 18 Aug-15

19 PAYMENT APPLICATION No. 19 Sep-15

20 PAYMENT APPLICATION No. 20 Oct-15

8,550,924 8,550,924 7,609,345 5,884,774 4,887,679 TOTAL AMOUNT (R.O.)



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 2 1 3

5 CRANES -

6 CRANES 30 TON / 25 TON / 70 TON 2 3 5

7 VEHICLES H.D. -

8 DIESEL TANKER -

9 FLAT TRAILER 2 2

10 HIAB TRUCK 2 2

11 P/MOVER + TIPPING TRAILER 4 5 9

12 TIPPER TRUCKS 11 4 15

13 WATER TANKER 5000 & 10000 GAL 1 6 7

14 EARTH MOVING PLANT

15 BOBCAT 1 2 3

16 EXCAVATOR 1 1

17 JCB 4CX / 3CX 1 6 7

18 SHOVEL / WHEEL LOADER 4 3 7

19 DOZER D9N/D8R 2 2

20 TELEHANDLER -

21 CIVIL ENGINEERING EQUIPMENT

22 GREENE STABILIZER PLANT 1 1

23 DYNAPAC TYRE ROLLER 2 2

24 E/WORK ROLLER 1 4 5

25 MOTOR GRADER 1 4 5

26 TITAN PAVER MACHINE -

27 TYRE / PTR ROLLER -

28 PAVER MACHINE 1 1

29 L. D. VEHICLES & TRUCKS

30 DYNA TRUCK 1 2 3

31 MAINTENANCE TRUCKS 1 1

32 ASHOK LEYLAND BUS 55 SEAT 5 5

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 49 77 126

DESCRIPTION



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 Total

PLANNED TOTAL PER MONTH 47 68 87 95 93 107 110 108 102 100 98 87 82 79 77 66 53 41 1500

REVISED PLANNED TOTAL PER MONTH 68 87 95 93 107 110 108 102 100 98 87 82 79 77 66 53 41

PLANNED CUMULATIVE 47 115 202 297 390 458 545 640 733 840 950 1,058 1,160 1,260 1,358 1,445 1,527 1,606 1,683 1,749 1,802 1,843

ACTUAL TOTAL PER MONTH 33 55 66 68 77 86 88 100 109 112 120 126 1040

ACTUAL CUMULATIVE 33 88 154 222 299 385 473 573 682 794 914 1,040

2014 2015

47

68

87

95

93

10

7 11

0

10

8

10

2

10

0

98

87

82

79

77

66

53

41

33

55

66 68

77

86 88

10

0

10

9 11

2

12

0 12

6

68

87

95 93

107110 108

102 100 98

8782

79 77

66

53

41

0

20

40

60

80

100

120

140

Ja

n-1

4

Fe

b-1

4

Ma

r-1

4

Ap

r-1

4

Ma

y-1

4

Ju

n-1

4

Ju

l-1

4

Au

g-1

4

Se

p-1

4

Oc

t-1

4

No

v-1

4

Dec

-14

Ja

n-1

5

Fe

b-1

5

Ma

r-1

5

Ap

r-1

5

Ma

y-1

5

Ju

n-1

5

Ju

l-1

5

Au

g-1

5

Se

p-1

5

Oc

t-1

5

No

. o

f E

QU

IPM

EN

T

PROJECT MONTHS

PLANNED TOTAL PER MONTH

ACTUAL TOTAL PER MONTH

REVISED PLANNED TOTAL PER MONTH



15. Details of Manpower Available At Site

BUDGET ACTUAL BUDGET ACTUAL BUDGET ACTUAL

A - MANAGEMENT *** 3 3

B - COMMERCIAL STAFF * 7 1 8

C - ENGINEERS 7 7

D - FOREMAN & C/H 22 2 24

E - ENGINEERING TECHNICIANS ** 22 5 27

F - DAILY RATED EMPLOYEES :

1 - SKILLED CRAFTSMEN 142 64 206

2 - SEMI-SKILLED/UNSKILLED 495 55 550

TOTAL AS OF END OF THE MONTH 0 698 0 127 0 825

G - SUBCONTRACTORS

Number of Personnel employed by Subcontractor: 46

STAFF & LABOUR

EXPATRIATES NATIONALS TOTAL



2013Dec-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 Total

PLANNED TOTAL PER MONTH - ( DIRECT ) 6 34 186 375 586 791 792 799 794 793 701 480 381 269 246 307 307 305 149 8301

565 756 754 750 700 652 667 554 516 387 297 276 365 271 135 92 51 7788

PLANNED TOTAL PER MONTH - ( INDIRECT ) 5 23 36 50 52 57 59 59 60 61 63 61 61 57 51 47 44 35 30 914

REVISED - PLANNED TOTAL PER MONTH-(INDIRECT) 63 84 84 83 78 72 74 61 57 43 33 31 40 30 15 10 6 862

PLANNED TOTAL PER MONTH - ( DIRECT + INDIRECT ) 11 57 222 425 638 848 851 858 854 854 764 541 442 326 297 354 351 340 179 9215

REVISED - PLANNED - ( DIRECT + INDIRECT ) 627 840 838 833 778 725 741 616 573 429 330 306 406 301 150 102 57 8651

PLANNED CUMULATIVE 11 68 291 715 1,353 2,202 3,052 3,910 4,764 5,618 6,383 6,923 7,365 7,691 7,988 8,342 8,693 9,033 9,212 9,212

ACTUAL TOTAL PER MONTH - ( DIRECT ) 322 365 550 581 603 691 709 756 734 773 767 765 756 8372

ACTUAL TOTAL PER MONTH - ( INDIRECT ) 18 26 46 49 54 57 64 69 68 70 71 71 69 732

ACTUAL TOTAL PER MONTH - ( DIRECT + INDIRECT ) 340 391 596 630 657 748 773 825 802 843 838 836 825 0 0 0 0 0 0 9104

ACTUAL CUMULATIVE 340 731 1,327 1,957 2,614 3,362 4,135 4,960 5,762 6,605 7,443 8,279 9,104

REVISED - PLANNED TOTAL PER MONTH - ( DIRECT )

2014 2015

11

57

22

2

42

5

63

8

84

8

85

1

85

8

85

4

85

4

76

4

54

1

44

2

32

6

29

7

35

4

35

1

34

0

17

9

34

0

39

1

59

6 63

0 65

7

74

8 77

3

82

5

80

2 84

3

83

8

83

6

82

5

0 0 0 0 0 0

0

100

200

300

400

500

600

700

800

900

Dec

-13

Ja

n-1

4

Fe

b-1

4

Ma

r-1

4

Ap

r-1

4

Ma

y-1

4

Ju

n-1

4

Ju

l-1

4

Au

g-1

4

Se

p-1

4

Oc

t-1

4

No

v-1

4

Dec

-14

Ja

n-1

5

Fe

b-1

5

Ma

r-1

5

Ap

r-1

5

Ma

y-1

5

Ju

n-1

5

Ju

l-1

5

Au

g-1

5

Se

p-1

5

Oc

t-1

5

No

. of

Me

n

PROJECT MONTHS

PLANNED TOTAL PER MONTH - ( DIRECT + INDIRECT ) ACTUAL TOTAL PER MONTH - ( DIRECT + INDIRECT ) REVISED - PLANNED - ( DIRECT + INDIRECT )



16. QA/QC Reports



17. Status of Material Approvals

CCC/FQI/REN/MAS/001 MAS/CCC/FQI/BBC/001 Bituminous Base Course Tarmac Zawawi LLC Oman 22/12/2013 Renardet APPROVED 01/04/2014 SO/FQI/CCC/087 07/04/2014

CCC/FQI/REN/MAS/002 MAS/CCC/FQI/GTI/002 Geotechnical Investigation Swissboring & Company LLC 26/12/2013 Renardet APPROVED 02/02/2014 SO/FQI/CCC/015 12/02/2014

CCC/FQI/REN/MAS/003 MAS/CCC/FQI/MSE/003 MSE Wall System Freyssinet Arabian Sea LLC 26/12/2013 Renardet APPROVED 02/02/2014 SO/FQI/CCC/014 12/02/2014

CCC/FQI/REN/MAS/004 MAS/CCC/FQI/PVC/004 UPVC Pipes Amiantit Oman 26/12/2013 Renardet APPROVED 09/02/2014 SO/FQI/CCC/019 18/02/2014

CCC/FQI/REN/MAS/005 MAS/CCC/FQI/HDPE/005 HDPE Pipes & Fittings Amiantit Oman 26/12/2013 Renardet APPROVED 09/02/2014 SO/FQI/CCC/020 18/02/2014

CCC/FQI/REN/MAS/006 MAS/CCC/FQI/PW/006 Piling Works APCC LLC 26/01/2014 Renardet APPROVED 19/02/2014 SO/FQI/CCC/026 25/02/2014

CCC/FQI/REN/MAS/007 MAS/CCC/FQI/MC/007 Bitnuminous Prime Coat (MC-70) Emirates Lube Oil Co. (Muscat) 30/01/2014 Renardet APPROVED 09/03/2014 SO/FQI/CCC/069 27/03/2014

CCC/FQI/REN/MAS/008 MAS/CCC/FQI/RS/008 Reinforcing Steel Muscat Steel Industries 02/02/2014 Renardet APPROVED 20/03/2014 SO/FQI/CCC/063 24/03/2014

CCC/FQI/REN/MAS/009-1 MAS/CCC/FQI/PT/009-1 Post Tensioning Work - Anchorage Freyssinet Arabian Sea LLC 22/02/2014 Renardet APPROVED 27/03/2014 SO/FQI/CCC/089 14/04/2014

CCC/FQI/REN/MAS/009-2 MAS/CCC/FQI/PT/009-2 Post Tensioning Work - Duct Freyssinet Arabian Sea LLC 22/02/2014 Renardet APPROVED 27/03/2014 SO/FQI/CCC/090 14/04/2014

CCC/FQI/REN/MAS/009-3 MAS/CCC/FQI/PT/009-3 Post Tensioning Work - Strand Freyssinet Arabian Sea LLC 22/02/2014 Renardet APPROVED 27/03/2014 SO/FQI/CCC/091 14/04/2014

CCC/FQI/REN/MAS/010A-R1 MAS/CCC/FQI/PB/010A-R1 Bridge Pot Bearings Al Ammar International 07/05/2014 Renardet Not Approved --- REN/FQI/CCC/111 13/05/2014

CCC/FQI/REN/MAS/010B MAS/CCC/FQI/PB/010B Bridge Pot Bearings Building Supplies & Services 11/05/2014 Renardet APPROVED 25/05/2014 REN/FQI/CCC/122 31/05/2014

CCC/FQI/REN/MAS/011 MAS/CCC/FQI/HDPE/011 HDPE Water Pipes Amiantit Oman 22/02/2014 Renardet APPROVED 09/03/2014 SO/FQI/CCC/038 11/03/2014

CCC/FQI/REN/MAS/012 MAS/CCC/FQI/RCBC/012 Single cell Precast Box Culvert Amiantit Oman 22/02/2014 Renardet APPROVED 25/03/2014 SO/FQI/CCC/064 26/03/2014

CCC/FQI/REN/MAS/013 MAS/CCC/FQI/BP/013 Bituminous Paint Material (Rubberized) Al Inma Building Materilal LLC 02/03/2014 Renardet Not Approved 20/04/2014 REN/FQI/CCC/105 05/05/2014

CCC/FQI/REN/MAS/013A MAS/CCC/FQI/BP/013A Bituminous Paint Material (Rubberized) Henkel Polybit Industries Ltd. 17/06/2014 Renardet APPROVED 03/07/2014 REN/FQI/CCC/146 13/07/2014

CCC/FQI/REN/MAS/014A-R1 MAS/CCC/FQI/EJ/014A-R1 Bridge Expansion Joints Al Ammar International 07/05/2014 Renardet APPROVED 20/05/2014 REN/FQI/CCC/123 31/05/2014

CCC/FQI/REN/MAS/014B MAS/CCC/FQI/EJ/014B Bridge Expansion Joints Ocean Rubber Factory LLC 09/11/2014 Renardet

CCC/FQI/REN/MAS/014C MAS/CCC/FQI/EJ/014C Bridge Expansion Joints Mageba (India) 02/12/2014 Renardet

CCC/FQI/REN/MAS/015 MAS/CCC/FQI/RC/015Reinforced Concrete Pipe

(450,600,700mm dia)Amiantit Oman 02/03/2014 Renardet APPROVED 23/03/2014 SO/FQI/CCC/077 02/04/2014

Renardet

Letter

Dated

Reference No. MAR No. Material/ Work Manufacturer/Supplier/

Subcontractor

Submitte

d To

Remarks

By MOTC

MOTC

Comments

dated

Via Renardet

Letter Ref. No.

Date

Submitted



CCC/FQI/REN/MAS/016 B MAS/CCC/FQI/WS/016 B Water Stop G EE-25 Sika LLC Oman 25/03/2014 Renardet APPROVED 16/04/2014 REN/FQI/CCC/099 28/04/2014

CCC/FQI/REN/MAS/017 MAS/CCC/FQI/TW/017 Telephone Works National Telephone Services 12/03/2014 Renardet APPROVED 17/03/2014 SO/FQI/CCC/082 03/04/2014

CCC/FQI/REN/MAS/019 MAS/CCC/FQI/EW/019 Electrical Works United Engineering Projects 22/03/2014 Renardet APPROVED 29/05/2014 REN/FQI/CCC/131 16/06/2014

CCC/FQI/REN/MAS/020 MAS/CCC/FQI/EC/020 MV & LV Cables United Engineering Projects 19/03/2014 Renardet APPROVED 27/03/2014 SO/FQI/CCC/083 03/04/2014

CCC/FQI/REN/MAS/021 MAS/CCC/FQI/PS/021 Package Substation United Engineering Projects 22/03/2014 Renardet ---- ----

CCC/FQI/REN/MAS/021A MAS/CCC/FQI/PS/021A Package Substation Voltamp Energy SAOG 16/09/2014 RenardetAPPROVED

as Noted3/11/2014 REN/FQI/CCC/202 30/11/2014

CCC/FQI/REN/MAS/022 MAS/CCC/FQI/LL/022 Street Lighting Luminaries Majees Lighting Industries LLC 27/03/2014 Renardet APPROVED 14/08/2014 REN/FQI/CCC/158 17/08/2014

CCC/FQI/REN/MAS/023A MAS/CCC/FQI/LP/023A Street Lighting Poles (Mid-Hinged)Al Babtain Power &

Telecomunication Co., 22/05/2014 Renardet APPROVED 14/08/2014 REN/FQI/CCC/157 17/08/2014

CCC/FQI/REN/MAS/024 MAS/CCC/FQI/FP/024 Street Lighting Feeder Pillar Stars Light LLC 27/03/2014 Renardet APPROVED 08/06/2014 REN/FQI/CCC/130 16/06/2014

CCC/FQI/REN/MAS/025 MAS/CCC/FQI/JS/025 Joint Sealant (Polyseal) Al Inma Building Materilal LLC 27/03/2014 Renardet APPROVED 16/04/2014 REN/FQI/CCC/100 28/04/2014

CCC/FQI/REN/MAS/026 MAS/CCC/FQI/GT/026 Geotextile Modern East Trading & Con. 21/05/2014 RenardetNo meet the

HDS--- REN/FQI/CCC/119 27/05/2014

CCC/FQI/REN/MAS/026A MAS/CCC/FQI/GT/026A Geotextile (Bonar NW16) Bonar Technical Fabrics 15/06/2014 Renardet APPROVED 14/08/2014 REN/FQI/CCC/159 17/08/2014

CCC/FQI/REN/MAS/027 MAS/CCC/FQI/MS/027

Masterseal 915

(formerly known as Masterflow 410

Plus)

OBasf The Chemical Company 10/08/2014 RenardetAPPROVED

as Noted21/10/2014 REN/FQI/CCC/196 17/11/2014

CCC/FQI/REN/MAS/028 MAS/CCC/FQI/GG/028 Gully Gratings & Frames RBA Ferro Industries PVT. Ltd. 17/08/2014 Renardet APPROVED 25/09/2014 REN/FQI/CCC/192 15/10/2014

CCC/FQI/REN/MAS/030 MAS/CCC/FQI/FLC/030MasterRoc FLC 100 (Cable Grout

Admixture)BASF-The Chemical Company 02/10/2014 Renardet

CCC/FQI/REN/MAS/031 MAS/CCC/FQI/CG/031 Cebex Cable Grout Plus Al Gurg Fosroc 22/12/2014 Renardet

CCC/FQI/REN/MAS/032 MAS/CCC/FQI/GR/032 Guardrails GK Wire Industries LLC 29/10/2014 Renardet

CCC/FQI/REN/MAS/032A MAS/CCC/FQI/GR/032A Guardrails United Metal Galvanizing Services24/12/2014 Renardet

CCC/FQI/REN/MAS/033 MAS/CCC/FQI/PVC-D/033 1/2" to 8" UPVC Pipe (Class D) Oman Plast 03/11/2014 Renardet

CCC/FQI/REN/MAS/034 MAS/CCC/FQI/SS1H/034 Tack Coat (SS1H) Bitu Trade Industrial LLC 15/11/2014 Renardet

CANCELLED

Reference No. MAR No.

MOTC

Comments

dated

Via Renardet

Letter Ref. No.

Renardet

Letter

Dated

Material/ Work Manufacturer/Supplier/

Subcontractor

Date

Submitted

Submitte

d To

Remarks

By MOTC



18. Engineer’s Comments

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

December is 8.32% and the Actual progress is 6.89% which shows 1.43% of delay

for the month of December. The actual cumulative progress up to December is

58.30% against Planned Cumulative Progress of 63.86% showing a lagging of

5.56%. The delayed progress is mainly due to the additional works undertaken

during the last few months which may increase in the coming months.

The second Box Girder of Superstructure is ready for casting deck slab and works

are in progress for third Box Girder.

Works for the 02 newly proposed Vehicular Underpasses are in progress.

Extension of Time for the Project Completion Date is approved for 109 days and

Variation Order No. 1 is under preparation for the increase or decrease of Project

Scope.

Utilities relocation works are in progress and affected by Land appropriation

problems.

Contractor requested for second Extension of Time to project completion date

which is under review.



19. Correspondence during the month

S.

No.

Date

ReceivedFrom

Reference

NoSubject

Reply

dateRemarks

1 12/1/2014 CCC

FQI-REN-TR-

319

Street lighting pull box chamber details

Rev.b 12/1/2014 Approved

2 12/1/2014 CCC

FQI/RENARDE

T/282

Asphalt Mix Design from AlTurki

Asphalt Plant- Sohar

3 12/2/2014 CCC

FQI-REN-TR-

320

Retaining Wall plan , section& Elevation

@ ch .22+300.000 TO 22+486.700 12/22/2014 Approved

4 12/3/2014 CCC

FQI/RENARDE

T/283

Monthly Progress Report No. 11 -

November 2014

5 12/3/2014 CCC

FQI-REN-TR-

321

Shop Drawing for Gantry and Cantilever

sign Layout Plan at ch .21+150 to 21+600

( sheet 1 to 9 ) Rev.A

6 12/4/2014 CCC

FQI/RENARDE

T/284

Material Test Certificates for 37C15

Anchor Block & Jaws - S/c Freysinnet

Arabian Sea LLC

7 12/4/2014 CCC

FQI-REN-TR-

322

Cross Section Drawings for SOL-5 (

Batinah Highway) from Ch.0+200 to

0+360, Rev.B 12/8/2014 Approved

8 12/4/2014 CCC

FQI-REN-TR-

323

Shop Drawings for pedstrian underpass

& section Details at ch.23+284_SOL-1 (

Sheet 1 of 10 ) Rev .b 12/8/2014 Approved as Noted

9 12/7/2014 CCC

FQI-REN-TR-

324

Bar Bending Schedule for Retaining wall

from ch.21+280.405 to 21+235.405, LHS ,

Rev0 12/8/2014 Approved

10 12/7/2014 CCC

FQI-REN-TR-

325

Shop Drawing for Pedestrian Upgrading

of falaj Alqabail RA at Sservice Road 1

Information of SR1 at ch.22+720 to

23+460, Rev .0- UEP 12/17/2014 Approved

11 12/7/2014 CCC

FQI/RENARDE

T/285

Calibration test Certifaicates of Jacks &

Pressure Gauges - S/C Freyssinnet

Arabian sea LLC

12 12/7/2014 CCC

FQI/RENARDE

T/286

Test Report for pot Bearing -S/C

Builging Supplies & services LLC

13 12/8/2014 CCC

FQI/RENARDE

T/287

Calibration test Certifaicates Pressure

Gauges , Wika - S/C Fressinet Gulf LLC

14 12/8/2014 CCC

FQI-REN-TR-

326

Shop Drawing for Bridge Shoring (AB2-

P3)PE4R1-Sheet 1 to 3, Rev.A 12/13/2014 Approved

15 12/8/2014 CCC

FQI-REN-TR-

327

MSE Wall Elevation of wall SW-A 1 & SW-

A2 ( Abutment 1 & 2) Design Section-

SC freyssint Arbian Sea LLC 12/10/2014 Approved as Noted

16 12/10/2014 CCC

FQI-REN-TR-

328

Sign & Road Marking layout plans from

21+150 to 25+223.009 & ch .0+000 to

17 12/10/2014 CCC

FQI-REN-TR-

329

Typical Road Marking Details ( Line &

Arrows ) - Rev.A 12/21/2014 Approved

18 12/10/2014 CCC

FQI/RENARDE

T/288

Stressing Results for Bridge 1 , S/C

Freyssinet Arabian sea LLC

19 12/11/2014 CCC

FQI-REN-TR-

330 Structural Details for Road Signs 12/16/2014 Approved

20 12/11/2014 CCC

FQI-REN-TR-

331

30 Meter Street Linghting Foundation

Co-Ordinates layout plan (SOL-2)-Rev.A 12/16/2014 Approved as Noted



S.

No.

Date

ReceivedFrom

Reference

NoSubject

Reply

dateRemarks

21 12/14/2014 CCC

FQI-REN-TR-

332

2 Way # 300 mm upvc ducts for Water

line @ ch.0+590(SR_1) -Rev.B 12/16/2014 Approved

22 12/16/2014 CCC

FQI-REN-TR-

333

Curb Stone , Interlock Tiles & Guard

Rails Plans@ ch.21+150 to 21+600 (

sheet 0 1 of 09)

23 12/17/2014 CCC

FQI/RENARDE

T/289

Approved Shop Drawing - From Majan

Electric Co. Relocation of Existing 11

KVA Cable

24 12/17/2014 CCC

FQI/RENARDE

T/290

Calibration Certificate of Stressing Jack

( Freyssinet Gulf LLC)

25 12/17/2014 CCC

FQI/RENARDE

T/291 Tiles Pattern

26 12/17/2014 CCC

FQI/RENARDE

T/292 Interim Payment Application No.09

27 12/17/2014 CCC

FQI/RENARDE

T/293

ALTurki (AL tasnim) BBC & BWC Class B-

Mix Design

28 12/18/2014 CCC

FQI-REN-TR-

334

Retaining Wall plan ( SOL-3 )at@

ch.0+130 to 0+310 LHS ( Sheet 1 to 09 )

29 12/21/2014 CCC

FQI/RENARDE

T/294

Original Test Reports for pot Bearings (

Building Supplies & Services LLC-

Mageba)

30 12/21/2014 CCC

FQI-REN-TR-

335

2 Way # 300mm upvc Irrigation Ducts @

ch . 0+145 ( SOL-2) 12/22/2014 Approved

31 12/21/2014 CCC

CCC/FQI/REN

/MAS/031

Approval for Cebex ( Cable Grout

Admixture) MAR .

NO.MAS/CCC/FQI/CG/031

32 12/22/2014 CCC

FQI-REN-AS

BUILT -TR-01

Relocation of Existing falaj Channel @

ch . 23+411.400

33 12/22/2014 CCC

FQI-REN-TR-

336

Omantel Cable New Location @

ch.0+015 to 0+140 RHS (SOL-3 ) 12/23/2014 Approved

34 12/22/2014 CCC

FQI-REN-TR-

337 Bridge Drainage Inlet Cover 12/23/2014 Approved

35 12/23/2014 CCC

FQI-REN-TR-

338

pedestrian underpass lighying plan at

ch.0+050 (SOL-3) 12/24/2014 Approved

36 12/23/2014 CCC

FQI-REN-AS

BUILT -TR-02

1 Way 100mm & 1 way 150mm upvc

Ducts @ch .0+125.60( Sohar Airport

Cargo Access Road)

37 12/23/2014 CCC

FQI-REN-AS

BUILT -TR-03

2 Way #100mm upvc Omantel Ducts @

ch. 0+011.10( Sohar Airport Cargo Access

Road)

38 12/23/2014 CCC

FQI-REN-AS

BUILT -TR-04

Protwction of Existing water Line #

125mm & #200mm @ ch.0+016( Sohar

Airport Cargo Access Road )

39 12/23/2014 CCC

FQI-REN-AS

BUILT -TR-05

2 Way #100mm upvc Electrical Ducts @

ch. 0+013.760( Sohar Airport Cargo

Access Road)

40 12/23/2014 CCC

FQI-REN-AS

BUILT -TR-06

2Way #150mm upvc street lighting

Ducts @ ch.0+320( Sohar Airport Cargo

Access Road )

41 12/24/2014 CCC

FQI-REN-AS

BUILT -TR-07

Sohar Airport Cargo Acces Road ( Batina

Highway) cross Sections at Ch.0+010

42 12/24/2014 CCC

FQI-REN-TR-

339

Bar Bending Schedule for Retaining wall

from ch.0+130.000 to 0+141.150 ( SOL-3 )

LHS ,



S.

No.

Date

ReceivedFrom

Reference

NoSubject

Reply

dateRemarks

43 12/24/2014 CCC

FQI-REN-TR-

340

Bar Bending Schedule for Deck Slab

from Abutment 1 to pier 3 12/28/2014 Rejected

44 12/24/2014 CCC

CCC/FQI/REN

/MAS/032A

Approval for Guardrails MAR .

NO.MAS/CCC/FQI/CG/032A

45 12/28/2014 CCC

FQI-REN-TR-

341

Bar Bending Schedule for Retaining

wall from 0+241.776 to 0+254.268 ( SOL-

3) LHS

46 12/28/2014 CCC

FQI-REN-TR-

342

Bar Bending Schedule for Underpass at

ch.23+284.40 (SOL-1) BLOCK#01 to 04

47 12/28/2014 CCC

FQI-REN-TR-

343

Typical Section ( Type -2 to Type -7)

Retaining Wall Reinforcement Details

48 12/28/2014 CCC

FQI-REN-TR-

344

SOL-1 (Batina Highway) Cross Section at

ch.25+080

49 12/28/2014 CCC

FQI-REN-TR-

345 Guard Rail Details ( W-Beam Type )

50 12/29/2014 CCC FQI/MOTC/12

Additional Items of Works Not Covered

Under BOQ

51 12/30/2014 CCC

FQI/RENARDE

T/295 Prophets Birthday Holiday

52 12/30/2014 CCC

FQI/RENARDE

T/296

ALTurki (AL tasnim) BBC Class A-Mix

Design

53 12/30/2014 CCC

FQI-REN-TR-

346 Structural Details for Road Signs

54 12/30/2014 CCC

FQI-REN-TR-

347

SR-1(Batina Highway ) cross section at

ch.0+000

55 12/31/2014 CCC

FQI-REN-TR-

348

Electrical Relocation Work at Falaj

AlQabail Roundabout for 11 KVA Cable

at SOL-03

56 12/31/2014 CCC

FQI-REN-TR-

349

Proposed of Existing 11 KVA Electrical

Cable @ch.0+277.100 to 1+002.900 LHS-

SR-02

57 12/31/2014 CCC

FQI-REN-TR-

350

Bar Bending Schedule for Underpass

Entrance at ch.23+284.40 (SOL-1) LHS

58 12/31/2014 CCC

FQI-REN-TR-

351

Bar Bending Schedule for Underpass

Entrance at ch.23+284.40 (SOL-1)RHS

59 12/31/2014 CCC

FQI-REN-TR-

352

Dimension & Details of 1 cell Box

Culvert ( 2.0*1.0-skew angle 0 )at

ch.25+170

60 12/31/2014 CCC

FQI/RENARDE

T/297 Unit Built Rates

61 12/31/2014 CCC

FQI/RENARDE

T/298

Project Monthly Progress Videos &

Pictures

62 12/31/2014 CCC

FQI-REN-TR-

353

Access Door & Diapgragm Opening &

Bridge Barrier Reinforcement - Typical



20. PROGRESS PHOTOGRAPHS

Pouring o

f C

oncre

te in B

ox G

irder

of F

lyover

Bridge

No

. 4



Superstructure of Bridge No. 1 after De-shuttering

Project Activities at a glance



Pouring of Concrete in Abutment Cap for Bridge No. 2

Post Tensioning of Box Girder in Bridge No. 1



Rounding of Median at the Start of Project

8 Cells Box Culvert Works in Progress



Aggregate Base Course Trail in Progress

Work in Progress in Buraimi Road



Installation of Drainage Pipes

Installation of Future Service Ducts

fqi-mpr-2014-12

Documents

bridge progress schedule

box culverts progress

progress scurve

project progress strip

mse walls progress schedule

sultanate of oman project

sultanate of oman contractor

engineers site staff