Monthly Progress Report

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. 14

FEBRUARY 2015

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 February 2015

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. F DEPLOYMENT ....................................................................................................................... 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 ...................................................................................................................... 17

11. PROGRESS STATUS OF RETAINING WALLS ............................................................................................................... 22

12. PROGRESS STATUS OF UTILITY CROSSING DUCTS .................................................................................................... 23

13. PROJECT PROGRESS STRIP CHART ........................................................................................................................... 27

14. FINANCIAL STATUS OF PAYMENTS .......................................................................................................................... 33

15. DETAILS OF EQUIPMENT AVAILABLE AT SITE ........................................................................................................... 34

16. EQUIPMENT HISTOGRAM ........................................................................................................................................ 35

17. DETAILS OF MANPOWER AVAILABLE AT SITE .......................................................................................................... 36

18. MANPOWER HISTOGRAM ....................................................................................................................................... 37

19. QA/QC REPORTS ...................................................................................................................................................... 38

20. STATUS OF MATERIAL APPROVALS .......................................................................................................................... 43

21. ......................................................................................................................................... 45

22. CORRESPONDENCE DURING THE MONTH................................................................................................................ 46

23. PROGRESS PHOTOGRAPHS ...................................................................................................................................... 49



1.

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 January 2015 6.50%

Actual Physical Progress for January 2015 4.61%

Planned physical progress cumulative up to

end of January 2015

77.31%

Achieved physical progress cumulative up

to end of January 2015 67.88%



2.

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.



4.

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

1 Meeting with Director of QS at

Muscat Office.

02.02.2015 Director instructed Consultant to

get the Variation Order quantities

verified by Renardet QS.

2 Evaluation of Payment Application

Surveyor.

04.02.2015

to

07.02.2015

Application No. 10 is completed.

3 Meeting with Dept. of Water Supply 19.02.2015 1. Water Supply Department

instructed to submit corrected

drawing showing the fittings details

for their approval.

2. Electrical Cable Routing Drawing

shall be submitted.

3. Material Submittal for Fittings and

Valves shall be submitted for

approval.



5.

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. -

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 4.43 3.29 1.64 1.11 0.62

- 0.28 0.18 1.01 3.69 4.85 5.18 7.36 7.30 9.33 6.20 6.02 6.23 5.64 4.52 - - - - - - - -

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 98.28 99.39 100.00

- 0.28 0.45 1.46 5.16 10.01 15.19 22.55 29.86 39.18 45.39 51.41 57.63 63.27 67.79

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: Feb-15

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 74.25 78.54

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 84.46 84.46

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 79.41 74.90

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 55.50 60.38 55.97

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 27.25 39.98

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 52.05 86.74 90.13 93.11 100.08

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 79.50 81.70

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 70.86 76.31

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 69.64 14.39 13.24 16.19 16.72 27.56 21.22 41.44 54.32 63.05 83.60

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 17.77 24.53

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 91.41 98.93

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 22.20 35.00

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 98.28 99.39 100.00

Actual Cum - 0.28 0.45 1.46 5.16 10.01 15.19 22.55 29.86 39.18 45.39 51.41 57.63 63.27 67.79 - - - - - - - -

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 4.43 3.29 1.64 1.11 0.62

- 0.28 0.18 1.01 3.69 4.85 5.18 7.36 7.30 9.33 6.20 6.02 6.23 5.64 4.52

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 98.28 99.39 100.00

- 0.28 0.45 1.46 5.16 10.01 15.19 22.55 29.86 39.18 45.39 51.41 57.63 63.27 67.79

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.

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 430,000 289,392 67.30%

3 Granular Sub-base M3 47,000 24,920 53.02%

4 Concrete for Culverts M3 19,000 13,422 70.64%

5 Concrete for Bridge M3 9,500 6,449 67.88%

6 Steel reinforcement Fixing ton 4,800 3,326 69.29%

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 12,394 95.12%

10 RCC Drainage Pipes LM 4,350 3,251 74.74%

11 Aggregate Base Course M3 64,000 22,673 35.43%



8.

ACTIVITY AB1 L P1L P2L P4L P5L AB2 L

PEDESTAL/POT BEARING 9-Nov-14 9-Nov-14 9-Nov-14 15-Nov-14 - - 24-Feb-15 19-Feb-15

PIER N/A - - - - N/A

2nd Lift (backwall) 13-Aug-14 19-Aug-14 29-Sep-14 4-Sep-14 (backwall)

Height (m) 15-Feb-15 6.920 6.920 6.920 6.920 -

1st Lift (note: recess) 23-Jul-14 7-Aug-14 15-Sep-14 10-Aug-14 (note: recess)

Height (m) 18-Jan-15 1.153 1.210 1.248 1.225 -

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

PILE CAP (Pier & Abut.) 4-Nov-14 17-May-14 18-Jun-14 25-Aug-14 11-Jun-14 7-Jan-15

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 22-Jan-15 18-Jan-15 18-Jan-15 12-Jan-15

PIER N/A - - - - N/A

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

Height (m) 13-Jan-15 6.920 6.920 6.920 6.920 -

1st Lift (note: recess) 20-May-14 11-Jun-14 10-Sep-14 22-Jun-14 (note: recess)

Height (m) 16-Dec-15 0.366 0.423 0.461 0.438 -

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

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

PREVIOUSPREVIOUS

MONTHTHIS MONTH

0.649

8-May-14

30-Apr-14

22-Apr-14

P3R

-

22-Jun-14

6.920

26-May-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

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) 1-Jan-15 1-Jan-15 1-Jan-15 1-Jan-15 - - - -

WEB: - - - - - - - -

W8 16-Dec-14 16-Dec-14 16-Dec-14 16-Dec-14 - - - -

W7 16-Dec-14 16-Dec-14 16-Dec-14 16-Dec-14 - - - -

W6 16-Dec-14 16-Dec-14 16-Dec-14 16-Dec-14 - - - -

W5 16-Dec-14 16-Dec-14 16-Dec-14 16-Dec-14 - - - -

BOTTOM SLAB (BASE) 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: - - - - - - - -

W4 10-Nov-14 10-Nov-14 10-Nov-14 10-Nov-14 22-Feb-15 22-Feb-15 22-Feb-15 22-Feb-15




BOTTOM SLAB (BASE) 28-Oct-14 28-Oct-14 28-Oct-14 28-Oct-14 9-Feb-15 9-Feb-15 9-Feb-15 9-Feb-15

12/13/2014 (W1, W2, W3, W4)

12/7/2014

-

-

-

-

Dec-14 -

Jan-15 -

1/13/2015 (W5 & W6); 1/15/2015 (W7 & W8)

1/8/2015

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

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



9.

DATE Elevation DATE

FROM TOFOUNDATION

/BLINDINGFROM TO

FOUNDATION

/BLINDING

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 TOFOUNDATION

/BLINDING

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-14

PREVIOUSP R EVIOUS

M ON T HTHIS MONTH

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

El. 22.00

El. 22.80

El. 22.00

El. 20.40

El. 22.80

DATE DATE

FROM TOFOUNDATION

/BLINDINGFROM TO

FOUNDATION

/BLINDING

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 DATE

27-Aug-14 FROM TOFOUNDATION

/BLINDING

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

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

LOCATION (RHS)



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

24.363 Elev. 24.882 Elev. 26.054 Elev. 26.986 Elev. 28.796 Elev. 29.326 Elev. 31.680 Elev. 33.382 Elev. 34.590 Elev. 34.915 Elev.

23+066 23+110 -34.800 - - - - - - 23+036 23+137 23+180 -34.000 - - - - - - 23+007 - - -33.200 - - - - - - - 2-Feb-15 2-Feb-15 2-Feb-1532.400 - - - - - - 21-Jan-15 21-Jan-15 27-Jan-15 29-Jan-1531.600 - - - - - - 15-Jan-15 15-Jan-15 6-Jan-15 6-Jan-1530.800 - - - - - 22+975 11-Jan-15 11-Jan-15 2-Jan-15 5-Jan-1530.000 - - - - - - 8-Jan-15 13-Nov-14 13-Nov-14 8-Jan-1529.200 - - - - - 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 - - 22+870 - - 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 22+810 - 21-Dec-14 21-Dec-14 4-Dec-14 4-Dec-14 20-Oct-14 4-Sep-14 28-Aug-14 28-Aug-1425.200 22+727 - 21-Dec-14 21-Dec-14 5-Nov-14 5-Nov-14 16-Sep-14 26-Aug-14 19-Aug-14 19-Aug-1424.400 - - 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 5-Jan-15 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 18-Nov-14 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+270.762 (L) 23+270.8 (R )

23.697 Elev. 25.464 Elev. 27.221 Elev. 28.810 Elev. 30.105 Elev. 32.318 Elev. 33.340 Elev. 29.844 Elev. 29.056 Elev.

23+2234 to 23+270

23+137 23+218 to 23+234

23+116 23+234

33.200 - - - - - 23+098 - -32.400 - - - - - - 1/22 & 27/2015 - -31.600 - - 22+948 - 23+066 18-Jan-15 18-Jan-15 - -30.800 - - 22+941 23+005 - 8-Jan-15 8-Jan-15 - -30.000 - - 22+908 - 11-Jan-15 24-Dec-14 24-Dec-14 21-Oct-14 -29.200 - - 22+903 - 7-Jan-15 16-Nov-14 30-Sep-14 28-Sep-14 28-Sep-1428.400 - - - 24-Dec-14 24-Dec-14 30-Sep-14 24-Sep-14 24-Sep-14 24-Sep-1427.600 - 22+866 11-Dec-14 22-Dec-14 22-Dec-14 27-Sep-14 18-Sep-14 19-Sep-14 19-Sep-1426.800 - 22+833 11-Dec-14 16-Nov-14 16-Nov-14 13-Sep-14 13-Sep-14 11-Sep-14 11-Sep-1426.000 22+791 - 1-Dec-14 20-Oct-14 20-Oct-14 2-Sep-14 31-Aug-14 28-Aug-14 28-Aug-1425.200 22+731 31-Dec-14 18-Nov-14 18-Oct-14 18-Oct-14 24-Aug-14 18-Aug-14 18-Aug-14 18-Aug-1424.400 - 22-Dec-14 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 18-Nov-14 4-Sep-14 - - - - - - -

20.400 - - - - - - - - -

PREVIOUSP R EVIOUS

M ON T HTHIS MONTH

RHS (AB 1), from Sta. 22+718.936 (22.932 Elev.) to Sta. 23+270.800 (33.340 Elev.)

LHS (AB 1), from Sta. 22+702.653 (22.275 Elev.) to Sta. 23+270.762 (34.915 Elev.)

ELEV.

ELEV.

AB 1 Face



23+520 23+580.877 23+650 23+703 23+730 23+827.635 23+949.895

34.922 Elev. 34.205 Elev. 33.016 Elev. 31.936 Elev. 31.194 Elev. 28.899 Elev. 27.625 Elev.

34.500 - - 23+626 23+669 - - -33.700 - - 22-Feb-15 - - - -32.900 12-Feb-15 12-Feb-15 12-Feb-15 12-Feb-15 - 23+766 -32.100 2-Feb-15 2-Feb-15 20-Jan-15 20-Jan-15 - 23+802 -31.300 15-Jan-15 15-Jan-15 19-Jan-15 19-Jan-15 - - 23+845

30.500 12-Jan-15 12-Jan-15 12-Jan-15 12-Jan-15 12-Jan-15 22-Feb-15 23+914

29.700 - - - - - 15-Jan-15 -28.900 - - 24-Dec-14 24-Dec-14 24-Dec-14 4-Jan-15 4-Jan-1528.100 22-Dec-14 22-Dec-14 22-Dec-14 22-Dec-14 22-Dec-14 31-Dec-14 1-Jan-1527.300 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 8-Dec-14 -24.100 25-Sep-14 25-Sep-14 - - - - -23.300 - - - - - - -

23+508.239 (L) 23+508.197-R 23+607.634 23+669 23+720 23+950.15329.951 Elev. 29.165 Elev. 32.167 Elev. 31.032 Elev. 29.874 Elev. 26.050 Elev.

33.700 - - - 23+628 - 23+736

32.900 - - - - - 23+791

32.100 - - 13-Feb-15 13-Feb-15 23+705 23+848

31.300 - - 2-Feb-15 24-Jan-15 - 23+917

30.500 24-Dec-14 - 15-Jan-15 15-Jan-15 20-Jan-15 -29.700 24-Dec-14 22-Dec-14 11-Jan-15 11-Jan-15 18-Jan-15 18-Jan-1528.900 24-Dec-14 22-Dec-14 6-Jan-15 6-Jan-15 18-Jan-15 18-Jan-1528.100 22-Dec-14 22-Dec-14 28-Dec-13 28-Dec-13 12-Jan-15 12-Jan-1527.300 16-Dec-14 6-Dec-14 10-Dec-13 24-Dec-13 7-Jan-15 7-Jan-1526.500 26-Nov-14 26-Nov-14 8-Dec-14 29-Nov-14 29-Nov-14 2-Jan-1525.700 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 15-Dec-1424.100 30-Sep-14 30-Sep-14 9-Oct-14 - - -23.300 - - - - - -

ELEV.AB 2 Face

LHS (AB 2), from Sta. 23+508.239 (35.015 Elev.) to Sta. 23+949.895 (27.625 Elev.)ELEV.

R HS ( A B 2 ) , f rom 2 3 +50 8 .19 7 ( 3 3 .4 4 0 Elev.) t o 2 3 +9 50 .153 ( 2 6 .0 50 Elev.)



FROM TO FROM TO

22+702.653 22+712 15-Jan-15 9-Feb-15 16-Feb-15 20-Feb-15 22+718.936 22+731 5-Jan-15 8-Jan-15 21-Jan-15 18-Jan-15

22+712 22+724 15-Jan-15 24-Jan-15 16-Feb-15 20-Feb-15 22+731 22+743 4-Jan-15 7-Jan-15 21-Jan-15 18-Jan-15





22+772 22+784 15-Jan-15 22-Jan-15 2-Feb-15 5-Feb-15 22+791 22+803 28-Dec-14 6-Jan-15 13-Jan-15 18-Jan-15




22+820 22+832 15-Jan-15 21-Jan-15 3-Feb-15 5-Feb-15 22+839 22+851 30-Nov-14 5-Jan-15 10-Jan-15 18-Jan-15

22+832 22+844 30-Nov-14 4-Dec-14 3-Feb-15 6-Feb-15 22+851 22+863 30-Nov-14 5-Jan-15 7-Jan-15 18-Jan-15

22+844 22+856 30-Nov-14 4-Dec-14 3-Feb-15 6-Feb-15 22+863 22+875 16-Dec-14 24-Dec-14 7-Jan-15 18-Jan-15

22+856 22+868 10-Dec-14 15-Dec-14 3-Feb-15 6-Feb-15 22+875 22+887 16-Dec-14 24-Dec-14 7-Jan-15 18-Jan-15

22+868 22+880 10-Dec-14 15-Dec-14 28-Jan-15 6-Feb-15 22+887 22+899 16-Dec-14 24-Dec-14 11-Jan-15 18-Jan-15



22+904 22+916 22-Dec-14 28-Dec-14 4-Feb-15 7-Feb-15 22+923 22+935 16-Dec-14 24-Dec-14 12-Jan-15 18-Jan-15

22+916 22+928 22-Dec-14 18-Jan-15 4-Feb-15 7-Feb-15 22+935 22+947 16-Dec-14 24-Dec-14 12-Jan-15 18-Jan-15






22+988 23+000 18-Jan-15 20-Jan-15 5-Feb-15 7-Feb-15 23+007 23+019 23-Dec-14 30-Dec-14 12-Jan-15 18-Jan-15

23+000 23+012 18-Jan-15 20-Jan-15 5-Feb-15 7-Feb-15 23+019 23+031 23-Dec-14 30-Dec-14 12-Jan-15 18-Jan-15

23+012 23+024 18-Jan-15 21-Jan-15 25-Jan-15 8-Feb-15 23+031 23+043 23-Dec-14 30-Dec-14 14-Jan-15 18-Jan-15

23+024 23+036 18-Jan-15 21-Jan-15 25-Jan-15 8-Feb-15 23+043 23+055 23-Dec-14 30-Dec-14 14-Jan-15 18-Jan-15

23+036 23+048 18-Jan-15 21-Jan-15 25-Jan-15 8-Feb-15 23+055 23+067 5-Jan-15 11-Jan-15 14-Jan-15 20-Jan-15


23+060 23+072 26-Jan-15 4-Feb-15 8-Feb-15 16-Feb-15 23+079 23+091 5-Jan-15 10-Jan-15 19-Jan-15 20-Jan-15

23+072 23+084 26-Jan-15 4-Feb-15 8-Feb-15 16-Feb-15 23+091 23+103 5-Jan-15 13-Jan-15 19-Jan-15 20-Jan-15

23+084 23+096 1-Feb-15 5-Feb-15 14-Feb-15 17-Feb-15 23+103 23+115 5-Jan-15 14-Jan-15 19-Jan-15 20-Jan-15






23+156 23+168 2-Feb-15 8-Feb-15 18-Feb-15 22-Feb-15 23+175 23+187 27-Jan-15 4-Feb-15 9-Feb-15 11-Feb-15



23+192 23+204 2-Feb-15 11-Feb-15 18-Feb-15 22-Feb-15 23+211 23+223

23+204 23+216 23+223 23+235

23+216 23+228 23+235 23+247

23+228 23+240 23+247 23+259

23+240 23+252 23+259 23+271

23+252 23+264

23+264 23+276

23+276 23+288

FRICTION SLAB & CONCRETE BARRIER (@ AB1)

STATIONBLINDING FRICTION SLAB

CONCRETE

BARRIERBITUMEN PAINT


CONCRETE

BARRIERBITUMEN PAINT

PREVIOUS (MONTH BEFORE)PREVIOUS

MONTHTHIS MONTH

AB1 - LHS AB1 - RHS



FROM TO FROM TO

23+508 23+520 23+508 23+520

23+520 23+532 23+520 23+532

23+532 23+544 23+532 23+544

23+544 23+556 23+544 23+556

23+556 23+568 23+556 23+568

23+568 23+580 23+568 23+580

23+580 23+592 23+580 23+592 2-Mar-15

23+592 23+604 23+592 23+604 2-Mar-15

23+604 23+616 23+604 23+616 19-Feb-15 26-Feb-15

23+616 23+628 23+616 23+628 19-Feb-15 26-Feb-15

23+628 23+640 23+628 23+640 19-Feb-15 26-Feb-15

23+640 23+652 23+640 23+652 19-Feb-15 26-Feb-15

23+652 23+664 23+652 23+664 19-Feb-15 26-Feb-15

23+664 23+676 23+664 23+676 17-Feb-15 26-Feb-15

23+676 23+688 23+676 23+688 17-Feb-15 26-Feb-15

23+688 23+700 23+688 23+700 17-Feb-15 23-Feb-15

23+700 23+712 23+700 23+712 17-Feb-15 23-Feb-15 26-Feb-15

23+712 23+724 23+712 23+724 17-Feb-15 23-Feb-15 26-Feb-15

23+724 23+736 23+724 23+736 17-Feb-15 21-Feb-15 26-Feb-15

23+736 23+748 23+736 23+748 17-Feb-15 21-Feb-15 25-Feb-15

23+748 23+760 23+748 23+760 17-Feb-15 21-Feb-15 25-Feb-15

23+760 23+772 23+760 23+772 17-Feb-15 19-Feb-15 25-Feb-15

23+772 23+784 23+772 23+784 17-Feb-15 19-Feb-15 24-Feb-15 25-Feb-15

23+784 23+796 23+784 23+796 25-Jan-15 11-Feb-15 24-Feb-15 25-Feb-15

23+796 23+808 23+796 23+808 25-Jan-15 11-Feb-15 24-Feb-15 25-Feb-15

23+808 23+820 19-Feb-15 23+808 23+820 25-Jan-15 10-Feb-15 22-Feb-15 25-Feb-15

23+820 23+832 19-Feb-15 23+820 23+832 14-Jan-15 10-Feb-15 22-Feb-15 25-Feb-15

23+832 23+844 11-Feb-15 17-Feb-15 23+832 23+844 14-Jan-15 10-Feb-15 22-Feb-15 25-Feb-15

23+844 23+856 11-Feb-15 17-Feb-15 23+844 23+856 14-Jan-15 27-Jan-15 21-Feb-15 23-Feb-15




23+892 23+904 24-Jan-15 16-Feb-15 23+892 23+904 15-Jan-15 25-Jan-15 15-Feb-15 23-Feb-15





BLINDING FRICTION SLABCONCRETE

BARRIER

BITUMEN

PAINT

CONCRETE

BARRIER


BITUMEN

PAINT

STATION

AB2 - LHS

FRICTION SLAB & CONCRETE BARRIER (@ AB2)

AB2 - RHS



10.

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 29-Dec-14Block 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 29-Dec-14Block 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-14Block 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

BASE SLAB WALLF/P &

BLINDING

LHS

RHS

TYPE & DIMENSIONBituminous

Paint (2 Coats)LENGTH (m)SKEW ( )

RHS

LHS

LHS

STATIONNO.

LHS

TOP SLAB

RHS




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 8-Jan-15Block 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 15-Nov-14Block 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 8-Jan-15Block 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 8-Jan-15Block 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

RHS

LHS

RHS

NO.

LHS

WALL TOP SLAB Bituminous Paint (2 Coats)

STATION TYPE & DIMENSION LENGTH (m)SKEW ( )F/P &

BLINDING

BASE SLAB




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-14Block 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

11 24+900 1 cell - 2.0 x 1.0 40.850 0 - - - - - - - -LHS Block 1 1 cell - 2.0 x 1.0 20.300 0 - - - - - - - -RHS Block 2 1 cell - 2.0 x 1.0 20.550 0 3-Feb-15 2-Mar-15 2-Mar-15 2-Mar-15 2-Mar-15 2-Mar-15 2-Mar-15 3-Mar-15

RHS

RHS

LHS

RHS

LHS

RHS

RHS

LHS

LHS

LHS

RHS

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

F/P &

BLINDING

WALL TOP SLAB Bituminous Paint (2 Coats)



Inlet and Outlet Structures for Culverts:

Cut-off Wall/Apron

Slab: Rebars &

Concrete

Wingwall: Rebars &

Concrete Bit. PaintCut-off Wall/Apron

Slab: Rebars &

Concrete

Wingwall: Rebars &

Concrete Bit. Paint

1 21+260 3 cells - 2.0 x 1.5 - - - - - - - -2 21+485 1 cell - 2.0 x 1.5 - - - - - - - -3 21+838 2 x 4 cells - 2.0 x 1.5 - - - - - - - -4 21+972.4 11 x 4 cells - 3.0 x 2.0 - - - - - - - -

22+655 2 x 4 cells - 2.0 x 2.0 - - - - - - - -

1 cell - 2.0 x 2.0 - - - - - - - -

23+492 1 x 4 cells - 3.0 x 2.0 - - - - 1-Feb-15 10-Feb-15 18-Feb-15 2-Mar-15

1 cell - 3.0 x 2.0 - - - - - - - -

7 23+756.5 1 cell - 2.0 x 1.5 - - - - - - - -

8 23+997 1 cell - 2.0 x 1.5 - - - - - - - -

9 24+235 1 cell - 2.0 x 1.5 - - - - - - - -

10 24+570 1 cell - 2.0 x 1.5 - - - - - - - -

11 24+900 1 cell - 2.0 x 1.0 - - - - - - - -

PREVIOUS PREVIOUS MONTH THIS MONTH

F/P &

BLINDING

OUTLET

NO. STATION TYPEF/P &

BLINDING

5

6

INLET




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-14 24-Feb-15RHS Block 2 2 cells - 4.0 x 3.0 21.900 0 28-Dec-14 4-Jan-15 4-Jan-15 11-Jan-15 11-Jan-15 20-Jan-15 20-Jan-15 19-Jan-152 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 8-Jan-15 26-Jan-15RHS Block 2 2 cells - 4.0 x 3.0 22.411 0 27-Jan-15 29-Jan-15 29-Jan-15 5-Feb-15 5-Feb-15 11-Feb-15 11-Feb-15


1 23+284.40, SOL-1 1 cells - 4.0 x 4.0 103.772 0 - - - - - - - - -LHS Block 1 1 cells - 4.0 x 4.0 32.000 0 - - - - - - - - -LHS Block 2 1 cells - 4.0 x 4.0 19.886 0 18-Feb-15 21-Feb-15 21-Feb-15 1-Mar-15 1-Mar-15 - - - -LHS Block 3 1 cells - 4.0 x 4.0 25.943 0 21-Feb-15 25-Feb-15 25-Feb-15 5-Mar-15 5-Mar-15 - - - -RHS Block 4a 1 cells - 4.0 x 4.0 15.000 0 - - - - - - - - -RHS Block 4b 1 cells - 4.0 x 4.0 10.943 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 27-Dec-14 5-Jan-15RHS 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 - 5-Jan-15RHS 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 8-Jan-15 12-Feb-15

PREVIOUSPREVIOUS

MONTHTHIS MONTH

Bituminous

Paint (2

Coats)

WALLNO.

LENGTH

(m)

SKEW (

)

F/P &

BLINDINGTYPE & DIMENSION

PEDESTRIAN UNDERPASS PROGRESS SCHEDULE (BARREL)

TYPE & DIMENSIONLENGTH

(m)

SKEW (

)

TOP SLABVentilationSTATION

STATIONBASE SLAB WALL

F/P &

BLINDING

BASE SLAB

Headwall Crash BarrierNO.

ADDITIONAL BOX CULVERTS PROGRESS SCHEDULE (BARREL)

TOP SLAB Bituminous Paint (2 Coats)



11.

Additional Box Culverts:

UNIT 1 UNIT 2 UNIT 1 UNIT 2 UNIT 1 UNIT 2 UNIT 1 UNIT 2

Length (Ln.m.) 15.000 15.000 15.000 15.000 15.000 15.000 15.000 15.000

CRASH BARRIER - - - - - - - -

WATER PROOFING 11-Jan-15 11-Jan-15 - - 7-Jan-15 7-Jan-15 - -WALL 6-Jan-15 5-Jan-15 - - 24-Dec-14 17-Dec-14 7-Mar-15 1-Mar-15BASE 23-Dec-14 21-Dec-14 3-Mar-15 5-Mar-15 9-Dec-14 9-Dec-14 1-Mar-15 22-Feb-15F/P & BLINDING 13-Dec-14 13-Dec-14 25-Feb-15 25-Feb-15 30-Nov-14 30-Nov-14 25-Feb-15 18-Feb-15

LHS RHSSta. 21+300 Sta. 24+600

LHS RHSACTIVITY

Retaining Walls in Buraimi Road:

ACTIVITY UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT 5 UNIT 6 UNIT 7 UNIT 8

Length (Ln.m.) 11.650 11.650 11.650 11.650 11.650 11.650 11.650 11.650


WATER PROOFING 29-Jan-15 29-Jan-15 4-Feb-15 4-Feb-15 28-Jan-15 28-Jan-15 11-Feb-15 11-Feb-15WALL 19-Jan-15 11-Jan-15 14-Jan-15 12-Jan-15 15-Jan-15 11-Jan-15 1-Feb-15 4-Feb-15BASE 15-Jan-15 6-Jan-15 10-Jan-15 8-Jan-15 11-Jan-15 5-Jan-15 27-Jan-15 1-Feb-15F/P & BLINDING 13-Jan-15 31-Dec-14 31-Dec-14 31-Dec-14 28-Dec-14 28-Dec-14 25-Jan-15 25-Jan-15

ACTIVITY UNIT 9 UNIT 10 UNIT 11 UNIT 12 UNIT 13 UNIT 14 UNIT 15 UNIT 16

Length (Ln.m.) 11.650 10.650 12.650 11.650 11.650 11.650 11.650 9.835


WATER PROOFING 11-Feb-15 11-Feb-15 11-Feb-15 11-Feb-15 6-Feb-15 6-Feb-15 5-Feb-15 5-Feb-15WALL 28-Jan-15 1-Feb-15 4-Feb-15 24-Jan-15 26-Jan-15 13-Jan-15 19-Jan-15 12-Jan-15BASE 25-Jan-15 26-Jan-15 1-Feb-15 19-Jan-15 22-Jan-15 10-Jan-15 13-Jan-15 6-Jan-15F/P & BLINDING 22-Jan-15 22-Jan-15 27-Jan-15 15-Jan-15 15-Jan-15 6-Jan-15 6-Jan-15 28-Dec-14



12.

DIA TYPE LAYING CONCRETE BACKFILL

LEFT

Middle

RIGHT

LEFT

Middle

RIGHT

LEFT

Middle

RIGHT

LEFT

Middle

RIGHT

LEFT24-Sep-14 24-Sep-14 18-Oct-14 UTL-LAY- 104 UTL-CON-131A

Middle

RIGHT

LEFT15-May-14 15-May-14 18-May-14 12-Jun-14 UTL-LAY- 81 UTL-CON- 65 UTL-BF- 01

Middle11-Jun-14 11-Jun-14 12-Jun-14 10-Jul-14 UTL-LAY- 104 UTL-CON- 83 UTL-BF- 20

RIGHT


Middle14-Jun-14 14/06/14 14-Jun-14 21-Jun-14 UTL-LAY- 108 UTL-CON- 84 UTL-BF- 21

RIGHT

LEFT02-Oct-14 02-Oct-14 02-Oct-14 UTL-LAY-184 UTL-CON-135

Middle

RIGHT

LEFT02-Oct-14 02-Oct-14 02-Oct-14 UTL-LAY-164 R1UTL-CON-134

Middle

RIGHT

LEFT02-Oct-14 02-Oct-14 02-Oct-14 UTL-LAY-185 UTL-CON-136

Middle

RIGHT

LEFT19-May-14 19-May-14 20-May-14 31-May-14 UTL-LAY- 85 UTL-CON- 63 UTL-BF- 02

Middle15-Jun-14 15-Jun-14 15-Jun-14 UTL-LAY- 107 UTL-CON- 85

RIGHT



RIGHT



RIGHT

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

CCC/FQI/SL/01 21+160 150 UPVC 45

SETOUT/

EXCV/ BED

PREP

DRAWING NO.

21+500

21+560

CCC/FQI/SD/07

450 CONC PIPECCC/FQI/SD/08

UPVC

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

6 CCC/FQI/EL/01 21+360 150

300 UPVC

11 CCC/FQI/EL/02 21+660 150

7 CCC/FQI/IR/01 21+460

UPVC

12 CCC/FQI/IR/02

2

21+780 300 UPVC

BACKFILLI

NG

RFI REF.S.

NO.

CHAINAG

E

PIPE

2

2UPVC

INSTALLAT

IONCONCRETE

1CCC/FQI/IR/06 SERVICE

ROAD-30+030 200 UPVC

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

NO. OF

WAYSSTAGE

2

3

13 CCC/FQI/NAW.2

3

2

CCC/FQI/SD/09 CONC PIPE

UPVC10021+870

10

2

450 CONC PIPE8

9

21+620 450




LEFT25-May-14 25-May-14 25-May-14 04-Jun-14 UTL-LAY- 90 UTL-CON-68 UTL-BF- 07


RIGHT

LEFT30-Aug-14 31-Aug-14 14-Sep-14 30-Sep-14 UTL-LAY-158 UTL-CON-96 UTL-BF-64

Middle27-Nov-14 14-Dec-14 23-Dec-14 UTL-EXC-63 UTL-CON-162 UTL-BF-115

RIGHT21-Jan-15 21-Jan-15 21-Jan-15 28-Jan-15 UTL-EXC-246 SL-CON-173 UTL-BF-148

LEFT17-Jun-14 17-Jun-14 18-Jun-14 09-Jul-14 UTL-LAY- 112 UTL-CON- 89 UTL-BF- 33

Middle20-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


Middle11-Jun-14 11-Jun-14 11-Jun-14 22-Jul-14 UTL-LAY-106 UTL-CON- 81 UTL-BF-26

RIGHT

LEFT07-Jul-14 08-Jul-14 08-Jul-14 UTL-LAY-103A UTL-CON-98

Middle12-Aug-14 13-Aug-14 14-Aug-14 15-Aug-14 UTL-LAY-150 UTL-CON-122A UTL-BF- 37A

RIGHT

LEFT09-Jul-14 09-Jul-14 09-Jul-14 UTL-LAY- 116 UTL-CON-100

Middle12-Aug-14 13-Aug-14 14-Aug-14 25-Sep-14 UTL-LAY-151 UTL-CON-121 UTL-BF-81

RIGHT12-Oct-14 13-Oct-14 12-Oct-14 08-Nov-14 UTL-LAY-187 UTL-CON-137 UTL-BF-99

LEFT11-Jan-15 11-Jan-15 11-Jan-15 UTL-LAY-249 UTL-CON-174

Middle

RIGHT

LEFT02-Jul-14 03-Jul-14 03-Jul-14 UTL-LAY-122 UTL-CON-93R1

Middle10-Jul-14 10-Jul-14 14-Jul-14 UTL-LAY-126 UTL-CON-103

RIGHT22-Jul-14 22-Jul-14 23-Jul-14 20-Aug-14 UTL-LAY-136 UTL-CON-110 UTL-BF- 50

LEFT

Middle

RIGHT

LEFT16-Jun-14 16-Jun-14 16-Jun-14 20-Jul-14 UTL-LAY- 102 UTL-CON- UTL-BF-19

Middle08-Jul-14 08-Jul-14 09-Jul-14 27-Jul-14 UTL-LAY- 125 UTL-CON-99 UTL-BF-42

RIGHT


Middle11/06/201 11-Jun-14 11-Jun-14 23-Jun-14 UTL-LAY- 105 UTL-CON- 82 UTL-BF- 25

RIGHT

22+080

UPVC

CCC/FQI/OMANTEL.1

22+510 150

150

CCC/FQI/SL/03 Rev A 22+820 150 UPVC 4

UPVC 4

23

CCC/FQI/SL/04

CCC/FQI/SL/02

UPVC

UPVC

UPVC

UPVC

UPVC

RC

UPVC

CCC/FQI/EL/05

22+990

CCC/FQI/SL/03 Rev A 22+830 150

28 CCC/FQI/EL/07

21 CCC/FQI/EL/06

22+520

19CCC/FQI/IR/04 JUNCTION

CROSSING

22+520

LHS

CCC/FQI/WA/01

CCC/FQI/WA/02

JUNCTION26

27

23+008

LHS

23+020

22+760

15023+060

14 CCC/FQI/EL/03 21+880

CCC/FQI/EL/04 22+260

UPVC

200

200

200

16

UPVC

UPVC

150

20CCC/FQI/IR/05 JUNCTION

CROSSING

4

3

3

3

2

2

2

3

25

150

22+810

15

22 100

4

4

1

1

3

22+587

LHS

18 CCC/FQI/IR/03

17

150

300

900

150

S.

NO.

UPVC

UPVC

24

RFI REF.DRAWING NO.

CHAINAG

E

PIPE NO. OF

WAYSSTAGE

SETOUT/

EXCV/ BED

PREP

INSTALLAT

IONCONCRETE

BACKFILLI

NG





Middle

RIGHT


Middle

RIGHT

LEFT

Middle

RIGHT


Middle30-Jul-14 12-Aug-14 30-Jul-14 26-Aug-14 UTL-LAY-142 UTL-CON- 115 UTL-BF-48

RIGHT


Middle10-Jul-14 10-Jul-14 13-Aug-14 26-Aug-14 UTL-LAY- 120 R1UTL-CON- 95 UTL-BF- 49

RIGHT

LEFT07-Sep-14 07-Sep-14 14-Oct-14 27-Oct-14 UTL-LAY-162 UTL-CON-124 UTL-BF-69

Middle15-Sep-14 15-Sep-14 17-Jan-00 UTL-LAY-162R1

RIGHT27-Oct-14 28-Oct-14 17-Nov-14 17-Nov-14 UTL-LAY-207 UTL-CON-152 UTL-BF-92

LEFT29-May-14 02-Jun-14 02-Jun-14 17-Jun-14 UTL-LAY- 95 UTL-CON- 75 UTL-BF- 15

Middle14-Jul-14 14-Jul-14 14-Jul-14 20-Aug-14 UTL-LAY- 124 UTL-CON- 102 UTL-BF- 36

RIGHT

LEFT29-May-14 02-Jun-14 02-Jun-14 17-Jun-14 UTL-LAY-97 UTL-CON- 76 UTL-BF- 13

Middle14-Jul-14 14-Jul-14 15-Jul-14 20-Aug-14 UTL-LAY- 127 UTL-CON- 101 UTL-BF- 38

RIGHT

LEFT10-Aug-14 11-Aug-14 11-Aug-14 26-Aug-14 UTL-LAY-149A UTL-CON- 120A UTL-BF- 58

Middle27-Oct-14 27-Oct-14 27-Oct-14 UTL-LAY- 206 UTL-CON- 153

RIGHT21-Jan-15 21-Jan-15 21-Jan-15 UTL-LAY- 248 UTL-CON- 172

LEFT 04-Nov-14 UTL-EXC-55

Middle

RIGHT

LEFT29-May-14 02-Jun-14 03-Jun-14 19-Jun-14 UTL-LAY- 98 UTL-CON- 77 UTL-BF- 14

Middle06-Aug-14 06-Aug-14 09-Aug-14 13-Aug-14 UTL-LAY- 134-R1UTL-CON- 109A UTL-BF- 53

RIGHT

LEFT

Middle

RIGHT

LEFT03-Jun-14 04-Jun-14 04-Jun-14 23-Jun-14 UTL-LAY- 99 UTL-CON- 78 UTL-BF- 16

Middle11-Aug-14 11-Aug-14 19-Aug-14 26-Aug-14 UTL-LAY-140 R1 UTL-CON-114 UTL-BF- 52

RIGHT


Middle23-Jul-14 24-Jul-14 19-Aug-14 26-Aug-14 UTL-LAY-139 UTL-CON-112-R1 UTL-BF- 47

RIGHT

34

3

2

UPVC

CCC/FQI/EL/19 UPVC 2

1

2

600

300

UPVC

CCC/FQI/IR/07

RC

RC

UPVC

UPVC

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

23+210

150

23+240

23+560

150

150

150

150

600

23+820

23+980

24+000

150

UPVC

UPVC

UPVC

UPVC

3

4

33 CCC/FQI/NAW.3

CCC/FQI/WA/0440

39

41

CCC/FQI/EL/1242

CCC/FQI/EL/11

29 CCC/FQI/EL/13

CCC/FQI/EL/0830

3

1

3

2

CCC/FQI/EL/0932

35

CCC/FQI/WA/0336 23+900

CCC/FQI/EL/10

4

38

CCC/FQI/SD 23+400 60031

CCC/FQI/EL/21 23+965 200

23+580

24+020

24+120

2

CONC PIPE

23+740 150

100 UPVC

STAGESETOUT/

EXCV/ BED

PREP

INSTALLAT

IONCONCRETE

BACKFILLI

NG

RFI REF.S.

NO.DRAWING NO.

CHAINAG

E

PIPE NO. OF

WAYS





Middle06-Aug-14 06-Aug-14 06-Aug-14 26-Aug-14 UTL-LAY-138-R1 UTL-CON-111-B UTL-BF- 56

RIGHT

LEFT05-Jul-14 05-Jul-14 05-Jul-14 19-Aug-14 UTL-LAY- 123 UTL-CON- 94 UTL-BF- 39R1

Middle4-Des-14 14-Dec-14 14-Dec-14 UTL-LAY- 222 UTL-CON- 97 R1

RIGHT

LEFT16-Jul-14 16-Jul-14 17-Jul-14 UTL-LAY- 130 UTL-CON- 105

Middle27-Oct-14 27-Oct-14 27-Oct-14 27-Oct-14 UTL-LAY-190R1 UTL-CON- 148 UTL-BF- 72

RIGHT

LEFT21-Jul-14 04-Aug-14 05-Aug-14 UTL-LAY-137-R1 UTL-CON- 118

Middle08-Aug-14 09-Aug-14 09-Aug-14 22-Sep-14 UTL-LAY-148A UTL-CON- 117 UTL-BF- 57

RIGHT16-Sep-14 16-Sep-14 16-Sep-14 UTL-LAY-172 UTL-CON- 126

LEFT14-Sep-14 14-Sep-14 14-Oct-14 20-Oct-14 UTL-LAY- 166 UTL-CON-125 UTL-BF-81

Middle27-Oct-14 30-Oct-14 27-Oct-14 10-Dec-14 UTL-LAY- 205 UTL-CON- 150 UTL-BF-99

RIGHT

LEFT16-Sep-14 17-Sep-14 30-Sep-14 UTL-LAY-174 UTL-CON-127

Middle14-Oct-14 18-Oct-14 14-Oct-14 UTL-LAY-188 UTL-CON-138

RIGHT27-Oct-14 27-Oct-14 27-Oct-14 UTL-LAY-204 UTL-CON-151

LEFT16-Sep-14 20-Sep-14 UTL-LAY- 173

Middle27-Oct-14 27-Oct-14 27-Oct-14 09-Nov-14 UTL-LAY- 203 UTL-CON- 149 UTL-BF-100

RIGHT

LEFT03-Nov-14 10-Nov-14 11-Nov-14 07-Dec-14 UTL-LAY- 211 UTL-CON- 155 UTL-BF-106

Middle

RIGHT

LEFT26-Feb-15 28-Feb-15 26-Feb-15 26-Feb-15 UTL-LAY-271 UTL-CON-191 UTL-BF-159

Middle

RIGHT

LEFT

Middle

RIGHT4-Sep-14 4-Sep-14 28-Sep-14 22-Feb-15 UTL-LAY-159-B UTL-CON-132 UTL-BF-151

LEFT

Middle

RIGHT

LEFT

Middle

RIGHT

LEFT16-Sep-14 17-Sep-14 30-Sep-14 18-Oct-14 UTL-LAY-167 UTL-CON-128 UTL-BF-78

Middle

RIGHT

UPVC

UPVC

UPVC

SOL-03

SOL-02 (R/A)

3

Ch:

0+054.459150

UPVC 2

2

UPVC 6

UPVC

UPVC300

24+850

150

150

24+820

24+960

25+160

43

44

45

47

49

UPVC150

300

24+220

24+340

24+520

46

CCC/FQI/EL/14

CCC/FQI/IR/08

CCC/FQI/EL/15

CCC/FQI/EL/16

CCC/FQI/NAW.4 24+720 2

2

CCC/FQI/IR/09

CCC/FQI/EL/1750

1 CCC/FQI/Omantel/02

UPVC

1 CCC/FQI/SL/18

4-Way

x150mm

SL Ducts

150 UPVC 4

100

0+130 150

0+138.348 110

CCC/FQI/SL/14

CCC/FQI/SL/15

0+415 1503

4

UPVC 4

CCC/FQI/SL/13

2

3

3

2

3UPVC150

UPVC 2-4WAY150CCC/FQI/SL/0148

STAGESETOUT/

EXCV/ BED

PREP

INSTALLAT

IONCONCRETE

BACKFILLI

NG

RFI REF.S.

NO.DRAWING NO.

CHAINAG

E

PIPE NO. OF

WAYS



13.

Project Name: Upgrading of Falaj Al Qabail Roundabout

Progress Status up to End of: Jan-15

Item Value SN ItemTotal

number

Number

completed

Number in

progressBalance SN

Color

legendItem description

Cumulative

up to end of

last month

Executed

this

month

Cumulative up to end

of this month

Relative

weight

(%)

Remarks

1 44-Cell Box Culvert 44.00 44.00 0.00 0.00 1 Road Diversion 69.96% 7.33% 77.29% 2.73 In Progress

2 9-Cell Box Culvert 9.00 9.00 0.00 0.00 2 Earthwork 80.36% 5.00% 85.36% 5.27 In Progress

Contingency R.O.1,402,155.613 3 8- Cell Box Culvert 8.00 8.00 0.00 0.00 3 Subbase layer 68.80% 6.00% 74.80% 0.49 In Progress

4 5-Cell Box Culvert 5.00 5.00 0.00 0.00 4 Agg. Base course 13.00% 9.00% 22.00% 1.93 In Progress

5 Single Cell Box Culvert 6.00 5.00 0.00 1.00 5 Bit. base course 0.00% - 0.00% 2.30 Not Started

Commencement Date 28.12.2013 6 Pedestrian Underpass @ CH 24+360 - SOL1 1 0.8 0 0.20 6 Bit. wearing course 0.00% - 0.00% 1.27 Not Started

Construction period 548 Days 7 Pedestrian Underpass @ CH 23+300 - SOL 1 1 0 0 1.00 7 Drainage 61.20% 5.00% 66.20% 1.50 In Progress

Completion date 29.6.2015 8 Pedestrian Underpass @ CH 0+050 - SOL 3 1 0.3 0.3 0.70 8 MSE Walls 95.00% 5.00% 100.00% 6.84 In Progress

9 Vehicular Underpass @ CH 21+300 1 1 0 0.00 9 MEP Works & Ducts 35.67% 4.00% 39.67% 4.03 In Progress

10 Vehicular Underpass @ CH 24+600 1 0.5 0.5 0.50 10 Incidental Works 21.99% 3.80% 25.79% 13.33 In Progress

Item Value 11 Bridge Foundation 10 10 0 0.00 11RCC Str.- Culverts &

Underpasses 79.72% 4.25% 83.97% 38.19 In Progress 35

12 Bridge Abutment 4 4 0 0.00 12 RCC Str. Bridges 65.26% 5.00% 70.26% 22.12 In Progress

13 Bridge Pier Column 10 10 0 0.00

Completion date 16.10.2015 14 Bridge Slab 4 2 1 2.00

Client: Project: SCALE

-

CCC DATE

Title: 28.02.2015

RENARDET S.A. & Partners UPGRADING OF FALAJ AL QABAIL ROUNDABOUT

MONTHLY PROFRESS REPORT CHART

SULTANATE OF OMAN

Directorate General of Roads & Land Transport

Revised Contract Details, if any

Total contract including

contingency

Contract Particulars RCC Structures (Culvert, bridge, underpass, tunnel, pedestrian facility) Physical Progress of Main BOQ Items (QTY)

Total contract excluding

ContingencyR.O.16,482,247.387

Total contract including

contingencyR.O.17,884,403.000

Overall project status (Sum of progress x weights) 67.88% 100.00



BWC 6 cmTack Coat BBC 12 cm

PRIME COAT PrimeABC 2 ND 15 cm ABC 2 ABC 2ABC 1 ST 15 cm ABC 1 ABC 1GSB 20 cm GSB GSBSubgrade Layr 9

Layr 8

Layr 7

Layr 6

Layr 5

Layr 4

Layr 3

Layr 2EMBANK L 1 BED PREPOGL SURVEY

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

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

OGL SURVEY

BED PREPEMBANK L1layer 2

layer 3

layer 4 top of embankmentlayer 5

layer 6layer 7

layer 8

layer 9

Subgrade GSB 20 cm GSB GSBABC 1 ST 15 cm ABC 1 ABC 1 ABC 1ABC 2 ND 15 cm ABC 2 ABC 2 ABC 2PRIME COAT Prime PrimeBBC 12 cmTack Coat BWC 6 cm

LH

S

3 cell & U.pass

RH

S

3 cell & U.pass

Be

gin

nin

g o

f th

e P

roje

ct




PRIME COAT Prime PrimeABC 2 ND 15 cm ABC 2 ABC 2ABC 1 ST 15 cm ABC 1 ABC 1GSB 20 cm GSB GSB GSBSubgrade Sub grade Layr 9

Layr 8

Layr 7

Layr 6 SubgrdeLayr 5 embank 2Layr 4 embankLayr 3 Top of embankment 3rd rock soilLayr 2 2nd rock soilEMBANK L 1 BED PREPOGL SURVEY

21

+9

00

21

+9

20

21

+9

40

21

+9

60

21

+9

80

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

22

+5

20

22

+5

40

22

+5

60

22

+5

80

22

+6

00

22

+6

20

22

+6

40

OGL SURVEY

BED PREPEMBANK L1 1st rock soillayer 2 2nd rock soil 2nd rock soillayer 3 3rd rock soil 3rd rock soillayer 4 4th rock soillayer 5 top of Embankment 5th rock soillayer 6 6th rock soillayer 7 embankmen 1layer 8 embankment 2

layer 9 subgarde Subgrade SUBGRADEGSB 20 cm GSB GSB GSB

ABC 1 ST 15 cm ABC 1 ABC 1 ABC 1ABC 2 ND 15 cm ABC 2 ABC 2 ABC 2PRIME COAT Prime Prime Prime

BBC 12 cmTack Coat BWC 6 cm

RH

S

U turn

U turn

LH

S




PRIME COAT PrimeABC 2 ND 15 cm ABC 2ABC 1 ST 15 cm ABC 1GSB 20 cm GSBSubgrade top embankmentLayr 9 10 th rock soil

Layr 8

Layr 7 7th layer roock soil 7th layer of rock soil Layr 6 layer 15 of embankment

Layr 5 3th layer of rock soil Layr 4 4th rock soil Embankment layer no 28Layr 3

Layr 2

EMBANK L 1 BED PREPOGL SURVEY

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

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

23

+5

20

OGL SURVEY


layer 3

layer 4 4th rock soil Embankment layer no 28layer 5 3th layer of rock soil layer 6 layer 15 of embankmentlayer 7 7th layer roock soil 7th layer of rock soil layer 8

layer 9 10 rock soil 10th layer of rock soil Subgrade Embankment top embankment GSB 20 cm GSB

ABC 1 ST 15 cm ABC 1ABC 2 ND 15 cm ABC 2PRIME COAT Prime


LH

SR

HS

Bridge

Bridge

9 cell

9 cell




PRIME COAT ABC 2 ND 15 cmABC 1 ST 15 cm

GSB 20 cm GSBSubgrade Rock soil 18 th layer Sub grdeLayr 9 top of embankment

Layr 8 Rock siol 16thLayr 7

Layr 6 6th rock soilLayr 5 5th rock soilLayr 4 4th rock soil Layr 3

Layr 2 2nd rock soil2nd rock soilEMBANK L 1 1st rockBED PREPOGL SURVEY

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

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

OGL SURVEY

BED PREPEMBANK L1layer 2 2nd rock soil2nd rock soillayer 3

layer 4 4th rock soil layer 5 5th layer rock soillayer 6 6th layer rock soillayer 7layer 8

layer 9 top of Embankment Subgrade Rock soil 18 th layer Sub grade GSB 20 cm GSB

ABC 1 ST 15 cmABC 2 ND 15 cmPRIME COAT


1st layer of embankment Rock siol 16th

U turn & under pass

U turn & under pass

LH

SR

HS




PRIME COAT ABC 2 ND 15 cmABC 1 ST 15 cm ABC 1

GSB 20 cm GSBSubgrade Layr 9

Layr 8

Layr 7

Layr 6

Layr 5

Layr 4

Layr 3

Layr 2

EMBANK L 1 BED PREP sub grade in cut - verge prepration sub grade in cut OGL SURVEY

24

+4

60

24

+4

80

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

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

OGL SURVEY


layer 3

layer 4

layer 5

layer 6

layer 7layer 8

layer 9

Subgrade GSB 20 cm GSB GSB

ABC 1 ST 15 cm ABC 1ABC 2 ND 15 cmPRIME COAT


En

d o

f th

e p

roje

ct

LH

SR

HS



14.

Sl. No. DESCRIPTIONPAYMENT FOR

THE MONTH OF

GROSS

AMOUNT

(R.O.)

GROSS

AMOUNT

CLAIMED (R.O.)

REVISED 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 30-May-14 10-Apr-14

3 PAYMENT APPLICATION No. 3 Feb&Mar-14 2,808,644 517,367 434,917 06-Apr-14 434,917 03-May-14 414,674 30-Jun-14 22-Jul-14

4 PAYMENT APPLICATION No. 4 Apr-14 3,302,738 494,094 374,179 08-May-14 407,538 05-Jun-14 395,257 2-Aug-14 22-Jul-14

5 PAYMENT APPLICATION No. 5 May-14 3,770,362 467,624 374,172 05-Jun-14 445,708 04-Jul-14 374,172 31-Aug-14 22-Jul-14

6 PAYMENT APPLICATION No. 6 Jun-14 4,293,764 523,402 418,721 15-Jul-14 382,116 16-Jul-14 418,721 12-Sep-14 9-Sep-14

7 PAYMENT APPLICATION No. 7 Jul&Aug-14 5,697,543 1,403,779 1,123,023 14-Sep-14 1,123,023 18-Sep-14 1,123,023 15-Nov-14 19-Oct-14

8 PAYMENT APPLICATION No. 8 Sep-14 6,858,550 1,161,007 875,594 21-Oct-14 928,805 06-Nov-14 875,594 3-Jan-15 18-Dec-14

9 PAYMENT APPLICATION No. 9 Oct&Nov-14 8,435,464 1,576,914 1,053,584 17-Dec-14 1,306,552 29-Dec-14 1,053,584 27-Feb-15 15-Feb-15

10 PAYMENT APPLICATION No. 10 Dec-14 9,304,199 868,735 876,223 12-Jan-15 876,223 10-Feb-15 11-Apr-15

11 PAYMENT APPLICATION No. 11 Jan-15 10,102,517 798,318 718,579 26-Feb-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

9,304,199 10,102,517 8,411,659 8,067,549 6,816,857 TOTAL AMOUNT (R.O.)



15.

Sl.

No.CCC HIRED

TOTAL

AVAILABLE

AT SITE

1 COMPRESSOR

2 AIR COMPRESSOR 1 1 2

3 MILLER WELDING MECHINE 2 2

4 GENERATOR 2 1 3

5 CRANES -

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

7 VEHICLES H.D. -

8 DIESEL TANKER -

9 FLAT TRAILER 3 3

10 HIAB TRUCK 3 3

11 P/MOVER + TIPPING TRAILER 4 6 10

12 TIPPER TRUCKS 13 7 20

13 WATER TANKER 5000 & 10000 GAL 1 3 4

14 EARTH MOVING PLANT

15 BOBCAT 1 3 4

16 EXCAVATOR 1 1

17 JCB 4CX / 3CX 1 6 7

18 SHOVEL / WHEEL LOADER 4 2 6

19 DOZER D9N/D8R -

20 TELEHANDLER -

21 CIVIL ENGINEERING EQUIPMENT

22 GREENE STABILIZER PLANT 1 1

23 STEEL D/D ROLLER 1 1

24 E/WORK ROLLER 3 3

25 MOTOR GRADER 1 2 3

26 TITAN PAVER MACHINE -

27 TYRE / PTR ROLLER 1 1

28 VOOGLE PAVER MACHINE 1 1

29 L. D. VEHICLES & TRUCKS

30 DYNA TRUCK 1 1

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 11 11

35 TOYOTA PICKUP/ISUZU 6 7 13

36 NISSAN PATHFINDER/X-TRAIL 5 5

37 TOYOTA LAND CRUISER/FORTUNER 4 4

38 Total 50 72 122

DESCRIPTION



16.

J

Monthly Progress Report

Documents

Transcript of Monthly Progress Report