MPR for May 2014

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. 5

MAY 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

Upgrading of Falaj Al Qabail Roundabout Monthly Progress Report – May 2014

RENARDET S.A. & PARTNERS Page 1

Table of Contents

S. No. Description Page No.

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 Review 8

7. Financial Status 16

8. Contractor’s Resources 17

9. QA/ QC Reports 22

10. Engineer’s Comments 28

11. Project Correspondence 29

12. Progress Photographs 33



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

cumulative up to end of May 2014

23.21 %

Achieved physical progress

cumulative up to end of May 2014 10.66 %



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.



Site visits/ Meetings

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

1 ROP Traffic Dept. visited the site in

the night and inspected the Traffic

Diversion arrangements in Detours.

02.05.2014 Traffic Diverted on the newly

constructed Detours successfully.

2 Eng. Waleed from DGR visited the

Project site and detours.

07.05.2014 Inspected the locations of access

location for Oman Oil and Shell

Filling Stations and informed about a

meeting to be attended at HE

Governor’s Office.

3 Meeting with HE Governer regarding

the access for Shell and Oman Oil

Filling Stations

08.05.2014 Decided to provide an additional lane

to provide access to the filling

stations.

4 Meeting with Eng. Salem Al Makbari,

in Sohar Municipality regarding the

drainage issues of the project region.

15.05.2014 Mr. Salem will write a letter to DGR

seeking clarification of hydraulic

design of the culverts provided in the

project.

5 Site visit of Wadi Al Zizi road along

with Col. Mohd. Rashid Al Shibli and

other companies

19.05.2014 ROP requested to take up the

rehabilitation of Existing Overpass

Bridge, Service Road adjacent to

Wadi and Irish Crossing across wadi.

6 Meeting with Eng. Fares Jawad at

Project Office.

21.05.2014 Discussed the following points:

Requirements at Wadi Al Zizi

Drainage layout of Bridge

Land Appropriation

Consultant’s Quantity Surveyor

Contractor’s proposal to

provide ABC Class B



Engineer’s Site Staff

1. Roberto Benigni Head Supervision Projects

2. Muneer Abdul Resident Engineer

3. Hussein Shah Material Engineer

4. Ernesto B. Paredes Bridge Engineer

5. Sande H Tangaras Civil Engineer

6. Mohamed Safie Land Surveyor

7. Aseef Iqbal Site Inspector

8. Alaa Aldin Abdelfatah Site Inspector

9. Walid Samy Abdoh Mostafa Material Inspector

10. Haneefa Mohmmed Al Zadjali Secretary



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Progress of Permanent Works



PILE FOUNDATIONS CONSTRUCTION PROGRESS SCHEDULE

as of 31 MAY 2014

LOCATION PILE NO. CASTING

SEQUENCE SETTING

OUT

BORING, REBARS, & CONCRETE

INTEGRITY TEST

LOAD TEST

- EP 01 3 26/3/2014 26/3/2014 - 7-8/5/2014

- EP 02 2 25/3/2014 25/3/2014 - 16-17/4/2014

- EP 03 1 25/3/2014 25/3/2014 - 5-6/4/2014

- EP 04 4 26/3/2014 26/3/2014 - 13-14/5/2014

P3R 85 1 04-07-2014 04-08-2014 23/4/2014 -

P3R 87 2 04-07-2014 04-08-2014 23/4/2014 -

P3R 83 3 04-08-2014 04-09-2014 23/4/2014 -

P3R 81 4 04-08-2014 04-09-2014 23/4/2014 -

P3R 79 5 04-08-2014 04-09-2014 23/4/2014 -

P1R 63 6 04-09-2014 04-10-2014 28/4/2014 -

P1R 65 7 04-09-2014 04-10-2014 28/4/2014 -

P3R 86 8 04-10-2014 04-12-2014 23/4/2014 -

P3R 84 9 04-10-2014 04-12-2014 23/4/2014 -

P3R 82 10 04-10-2014 04-12-2014 23/4/2014 -

P1R 68 11 04-12-2014 13/4/2014 28/4/2014 -

P1R 66 12 04-12-2014 13/4/2014 28/4/2014 -

P1R 61 13 04-09-2014 13/4/2014 28/4/2014 -

P3R 80 14 13/4/2014 14/4/2014 23/4/2014 -

P3L 28 15 13/4/2014 14/4/2014 28/4/2014 -

P1R 62 16 04-12-2014 15/4/2014 28/4/2014 -

P1R 67 17 14/4/2014 15/4/2014 28/4/2014 -

P1R 69 18 14/4/2014 15/4/2014 28/4/2014 -

P3L 26 19 15/4/2014 16/4/2014 28/4/2014 -

P3L 30 20 15/4/2014 16/4/2014 28/4/2014 -

P3L 32 21 15/4/2014 16/4/2014 28/4/2014 -

P1R 64 22 16/4/2014 17/4/2014 28/4/2014 -

P1L 6 WP 23 16/4/2014 17/4/2014 05-11-2014 30/4/2014 to

1/5/2014

P1L 14 24 16/4/2014 17/4/2014 05-11-2014 -

P3L 25 25 17/4/2014 20/4/2014 28/4/2014 -

P3L 27 26 17/4/2014 20/4/2014 28/4/2014 -

P3L 29 27 17/4/2014 20/4/2014 28/4/2014 -

P2R 78 28 19/4/2014 21/4/2014 05-11-2014 -

P2R 76 29 19/4/2014 21/4/2014 05-11-2014 -

P2R 74 30 19/4/2014 21/4/2014 05-11-2014 -

P2L 23 WP 31 21/4/2014 22/4/2014 - -

P3L 24 32 21/4/2014 22/4/2014 28/4/2014 -

P3L 31 33 20/4/2014 22/4/2014 28/4/2014 -

P1L 8 34 22/4/2014 23/4/2014 05-11-2014 -

P1L 10 35 22/4/2014 23/4/2014 05-11-2014 -

P1L 12 36 22/4/2014 23/4/2014 05-11-2014 -

P2L 17 37 23/4/2014 24/4/2014 - -

P2L 18 38 23/4/2014 24/4/2014 - -

P2L 22 39 23/4/2014 24/4/2014 - -

P1L 7 40 24/4/2014 26/4/2014 05-11-2014 -




as of 31 MAY 2014


SEQUENCE SETTING

OUT


INTEGRITY TEST

LOAD TEST

P1L 9 41 24/4/2014 26/4/2014 05-11-2014 -

P1L 13 42 24/4/2014 26/4/2014 05-11-2014 -

P1L 11 43 26/4/2014 27/4/2014 05-11-2014 -

P2L 16 44 26/4/2014 27/4/2014 - -

P2L 15 49 28/4/2014 29/4/2014 - -

P2L 20 50 27/4/2014 29/4/2014 - -

P2R 70 51 28/4/2014 29/4/2014 05-11-2014 -

P2R 71 52 29/4/2014 30/4/2014 05-11-2014 -

P2R 73 53 29/4/2014 30/4/2014 05-11-2014 -

P2R 75 54 29/4/2014 30/4/2014 05-11-2014 -

P5R 105 55 05-04-2014 05-05-2014 18/5/2014 -

P5R 104 56 05-04-2014 05-05-2014 18/5/2014 -

P5R 103 57 05-04-2014 05-05-2014 18/5/2014 -

P5R 102 58 05-05-2014 05-06-2014 18/5/2014 -

P5R 101 59 05-05-2014 05-06-2014 18/5/2014 -

P5R 100 60 05-05-2014 05-06-2014 18/5/2014 -

P5R 97 61 05-06-2014 05-07-2014 18/5/2014 -

P5R 98 62 05-06-2014 05-07-2014 18/5/2014 -

P5R 99 63 05-06-2014 05-07-2014 18/5/2014 -

P5L 48 WP 64 05-07-2014 05-08-2014 - 24/5/2014 to

25/5/2014

P5L 49 65 05-07-2014 05-08-2014 - -

P5L 50 66 05-07-2014 05-08-2014 - -

P5L 42 67 05-10-2014 05-11-2014 - -

P5L 44 68 05-10-2014 05-11-2014 - -

P5L 46 69 05-10-2014 05-11-2014 - -

P5L 43 70 05-10-2014 05-12-2014 - -

P5L 45 71 05-10-2014 05-12-2014 - -

P5L 47 72 05-10-2014 05-12-2014 - -

AB1 R 56 73 05-12-2014 13/5/2014 21/5/2014 -

AB1 R 58 74 05-12-2014 13/5/2014 21/5/2014 -

AB1 R 60 75 05-12-2014 13/5/2014 21/5/2014 -

AB1 L 1 76 14/5/2014 15/5/2014 21/5/2014 -

AB1 L 3 77 14/5/2014 15/5/2014 21/5/2014 -

AB1 L 5 78 14/5/2014 15/5/2014 21/5/2014 -

AB1 R 57 79 13/6/2014 14/6/2014 21/5/2014 -

AB1 R 59 80 13/6/2014 14/6/2014 21/5/2014 -

AB1 L 2 81 15/5/2014 17/5/2014 21/5/2014 -

AB1 L 4 82 15/5/2014 17/5/2014 21/5/2014 -

AB2 L 51 83 19/5/2014 20/5/2014 - -

AB2 L 53 84 19/5/2014 20/5/2014 - -

AB2 L 55 85 19/5/2014 20/5/2014 - -

AB2 R 106 86 19/5/2014 20/5/2014 - -

AB2 L 54 87 20/5/2014 21/5/2014 - -

AB2 R 108 88 20/5/2014 21/5/2014 - -

AB2 R 110 89 20/5/2014 21/5/2014 - -




as of 31 MAY 2014


SEQUENCE SETTING

OUT


INTEGRITY TEST

LOAD TEST

AB2 L 52 90 21/5/2014 22/5/2014 - -

AB2 R 107 91 21/5/2014 22/5/2014 - -

AB2 R 109 92 21/5/2014 22/5/2014 - -

ACTIVITY AB1 L P1L P2L P3L P4L P5L AB2 L

PEDESTAL - - - - - - -

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

2nd Lift - - - - - - -

Height (m) - - - - - - -

1st Lift - - - on-going - - -

Height (m) - - - - - - -

BIT. PAINTING - 28-May-14 - 17-May-14 - - -

PILE CAP - 17-May-14 - 08-May-14 - - -

F/P & BLINDING N/A 11-May-14 - 01-May-14 - on-going N/A

ACTIVITY AB1 R P1R P2R P3R P4R P5R AB2 R

PEDESTAL - - - - - - -

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

2nd Lift - on-going - on-going - - -

Height (m) - - - - - - -

1st Lift - 20-May-14 on-going 26-May-14 - - -

Height (m) - 0.37 - 0.65 - - -

BIT. PAINTING - 12-May-14 25-May-14 08-May-14 - 31-May-14 -

PILE CAP - 04-May-14 13-May-14 30-04-2014 - 20-May-14 -

F/P & BLINDING N/A 27-Apr-14 07-May-14 22-Apr-14 - 14-May-14 N/A

PREVIOUS MONTH THIS MONTH

BRIDGE SUB-STRUCTURE PROGRESS SCHEDULE

As of 31 May 2014

SUB-STRUCTURE WORK PROGRESS (RHS)

SUB-STRUCTURE WORK PROGRESS (LHS)



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Status of Payment Certificates Till May, 2014

Payment

Certificate

No.

Particulars

Contract

Amount

(RO)

Certified

Amount

(RO)

Approved

Amount

(RO)

Balance

Amount

Available (RO)

Original Contract Amount 17,884,403

1 Advance Payment 1,648,225 1,648,225

2 Interim Payment 514,442 513,608

3 Interim Payment 434,917

4 Interim Payment 407,538

Total Amount 17,884,403 3,005,122 2,161,833 14,879,281



List of Contractor’s Equipment at site

Sl. No. DESCRIPTION CCC HIRED

TOTAL

AVAILABLE

AT SITE

1 COMPRESSOR

2 AIR COMPRESSOR 0 1 1

3 GENERATOR 2 0 2

4 CRANES -

5 CRANES 30 TON / 25 TON / 70 TON 2 0 2

6 VEHICLES H.D.

7 DIESEL TANKER 0 0 0

8 FLAT TRAILER 0 1 1

9 HIAB TRUCK 0 2 2

10 P/MOVER + TIPPING TRAILER 3 0 3

11 TIPPER TRUCKS 12 0 12

12 WATER TANKER 5000 GAL 2 0 2

13 EARTH MOVING PLANT

14 BOBCAT 1 0 1

15 EXCAVATOR 0 2 2

16 JCB 4CX / 3CX 0 4 4

17 SHOVEL / WHEEL LOADER 3 0 3

18 DOZER D9N/D8R 0 1 1

19 TELEHANDLER 0 0 0

20 CIVIL ENGINEERING EQUIPMENT

21 CONCRETE MIXER 0 0 0

22 DYNAPAC S/ROLLER 0 0 0

23 E/WORK ROLLER 1 0 1

24 MOTOR GRADER 0 1 1

25 TITAN PAVER MACHINE 0 0 0

26 TYRE / PTR ROLLER 0 0 0

27 PAVER MACHINE 0 0 0

28 L. D. VEHICLES & TRUCKS

29 DYNA TRUCK 2 1 3

30 MAINTENANCE TRUCKS 1 0 1

31 ASHLOK 55 SEAT 5 0 5

32 TOYOTA COASTER BUS 24 S 1 0 1

33 TOYOTA COROLLA/CIVIC/YARIS 0 8 8

34 TOYOTA PICKUP/ISUZU 5 7 12

35 NISSAN PATHFINDER/X-TRAIL 0 5 5

37 TOYOTA LAND CRUISER/FORTUNER 0 4 4

34

Total 40 37 77



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0Jan-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

No. of EQUIPMENT

PR

OJ

EC

T M

ON

TH

S

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LIST OF DIRECT & INDIRECT MANPOWER BY CATEGORY

Sl.No. Manpower Category Expat

Employees Omani Employees Total Employees

1 AC Mechanic 1 1

2 Asst Cook 2 2

3 Asst Electrician 1 1

4 Asst Security Supervisor 1 1

5 Asst. Surveyor 1 1 2

6 Asst. Lab Technician 1 1

7 Asst. Mechanic 1 1

8 Asst.Store Keeper 1 1

9 Auto Electrician 1 1

10 Butcher 1 1

11 C/H Auto Electrician 1 1

12 C/H Carpentry 19 19

13 C/H Civil 1 8 9

14 C/H Earth Works 5 5

15 C/H Electrician 2 2

16 C/H Masonary 14 14

17 C/H Mechanical (Plant) 1 1

18 C/H Plumbing 1 1

19 C/H Rigger 3 3

20 C/H Scaffolding 2 2

21 C/H Steel Fixing 4 4

22 Carpenter 70 70

23 Chainman / Level man 9 9

24 Cleaner 2 2

25 Clerk-Filling /Clerk Tech 4 4 8

26 Cook 5 5

27 Crane Operator 2 2

28 Dozer Operator 1 1



Sl.No. Manpower Category Expat

Employees

Omani

Employees Total Employees

29 Drill Operator 1 1

30 Earthwork Checker 1 1

31 Electrician 1 1

32 F/M Carpentry 1 1

33 Grader Operator 2 2

34 Heavy Duty Driver 8 23 31

35 Heavy Duty Mechanic 4 1 5

36 Helper/Store Helper 3 3

37 Kitchen Attendant 2 2

38 Lab Helper 4 4

39

Labour/Rockman/Fuel

attendant 113 25 138

40 Laundry Attendant. 3 3

41 Light Duty Driver 27 27

42 Maintenance Mechanic 1 1

43 Mason 71 71

44 Office Boy / Office Asst 6 6

45 Pastry Maker 1 1

46 Pipe Fitter 1 1

47 Rigger 5 3 8

48 Roller Operator 1 1 2

49 Room Attendant. 2 2

50 Safety Officer 1 1

51 Shovel Operator 2 1 3

52 Sign Bord Writer 1 1

53 Steel Fixer 55 2 57

54 Time Keeper 5 5

55 Trailer Driver 6 1 7

56 Transport Officer 1 1

57 Turner 1 1

58 Tyreman 2 2

59 Waiter 5 5

60 Watchman 39 39

Total 463 140 603

1

Sub Total of Direct +

Indirect Manpower 435 146 581

2

Site and Office Engineers &

Staff 47 7 54

3 Subcontractors 13 13

Grand Total 648



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( D

IRE

CT

+ IN

DIR

EC

T )

340

391

596

630

657

748

00

00

00

00

00

00

03362

AC

TU

AL

CU

MU

LA

TIV

E340

731

1,3

27

1,9

57

2,6

14

3,3

62

3,3

62

3,3

62

3,3

62

3,3

62

3,3

62

3,3

62

3,3

62

3,3

62

3,3

62

3,3

62

3,3

62

3,3

62

3,3

62

CO

NS

OLID

AT

ED

CO

NT

RA

CT

OR

S C

O.

OM

AN

LLC

UP

GR

AD

ING

OF

FA

LA

J A

L Q

AB

AIL

RO

UN

DA

BO

UT

MA

NP

OW

ER

HIS

TO

GR

AM

(D

IRE

CT

& IN

DIR

EC

T)

20

14

20

15

11

57

222

425

638

848

851

858

854

854

764

541

442

326

297

354

351

340

179

340

391

596

630

657

748

0

0

0

0

0

0

0

0

0

0

0

0

0

0

10

0

20

0

30

0

40

0

50

0

60

0

70

0

80

0

90

0

Dec-13

Jan-14

Feb-14

Mar-14

Apr-14

May-14

Jun-14

Jul-14

Aug-14

Sep-14

Oct-14

Nov-14

Dec-14

Jan-15

Feb-15

Mar-15

Apr-15

May-15

Jun-15

No. of Men

PR

OJ

EC

T M

ON

TH

S

PL

AN

NE

D T

OT

AL P

ER

MO

NTH

- ( D

IRE

CT

+ IN

DIR

EC

T )

AC

TU

AL

TO

TA

L P

ER

MO

NT

H -

( D

IRE

CT

+ IN

DIR

EC

T )



Date

Su

bm

itte

d

CC

C/F

QI/

RE

N/M

AS

/001

MA

S/C

CC

/FQ

I/B

BC

/001

Bit

um

ino

us B

ase C

ou

rse

Tarm

ac Z

aw

aw

i L

LC

Om

an

22/1

2/2

013

Ren

ard

et

AP

PR

OV

ED

01/0

4/2

014

SO

/FQ

I/C

CC

/087

07/0

4/2

014

CC

C/F

QI/

RE

N/M

AS

/002

MA

S/C

CC

/FQ

I/G

TI/

002

Geo

tech

nic

al In

vesti

gati

on

Sw

issb

ori

ng

& C

om

pan

y L

LC

26/1

2/2

013

Ren

ard

et

AP

PR

OV

ED

02/0

2/2

014

SO

/FQ

I/C

CC

/015

12/0

2/2

014

CC

C/F

QI/

RE

N/M

AS

/003

MA

S/C

CC

/FQ

I/M

SE

/003

MS

E W

all S

yste

mF

rey

ssin

et

Ara

bia

n S

ea L

LC

26/1

2/2

013

Ren

ard

et

AP

PR

OV

ED

02/0

2/2

014

SO

/FQ

I/C

CC

/014

12/0

2/2

014

CC

C/F

QI/

RE

N/M

AS

/004

MA

S/C

CC

/FQ

I/P

VC

/004

UP

VC

Pip

es

Am

ian

tit

Om

an

26/1

2/2

013

Ren

ard

et

AP

PR

OV

ED

09/0

2/2

014

SO

/FQ

I/C

CC

/019

18/0

2/2

014

CC

C/F

QI/

RE

N/M

AS

/005

MA

S/C

CC

/FQ

I/H

DP

E/0

05

HD

PE

Pip

es &

Fit

tin

gs

Am

ian

tit

Om

an

26/1

2/2

013

Ren

ard

et

AP

PR

OV

ED

09/0

2/2

014

SO

/FQ

I/C

CC

/020

18/0

2/2

014

CC

C/F

QI/

RE

N/M

AS

/006

MA

S/C

CC

/FQ

I/P

W/0

06

Pilin

g W

ork

sA

PC

C L

LC

26/0

1/2

014

Ren

ard

et

AP

PR

OV

ED

19/0

2/2

014

SO

/FQ

I/C

CC

/026

25/0

2/2

014

CC

C/F

QI/

RE

N/M

AS

/007

MA

S/C

CC

/FQ

I/M

C/0

07

Bit

nu

min

ou

s P

rim

e C

oat

(MC

-70)

Em

irate

s L

ub

e O

il C

o. (M

uscat)

30/0

1/2

014

Ren

ard

et

AP

PR

OV

ED

09/0

3/2

014

SO

/FQ

I/C

CC

/069

27/0

3/2

014

CC

C/F

QI/

RE

N/M

AS

/008

MA

S/C

CC

/FQ

I/R

S/0

08

Rein

forc

ing

Ste

el

Mu

scat

Ste

el In

du

str

ies

02/0

2/2

014

Ren

ard

et

AP

PR

OV

ED

20/0

3/2

014

SO

/FQ

I/C

CC

/063

24/0

3/2

014

CC

C/F

QI/

RE

N/M

AS

/009-1

MA

S/C

CC

/FQ

I/P

T/0

09-1

Po

st

Ten

sio

nin

g W

ork

- A

nch

ora

ge

Fre

yssin

et

Ara

bia

n S

ea L

LC

22/0

2/2

014

Ren

ard

et

AP

PR

OV

ED

27/0

3/2

014

SO

/FQ

I/C

CC

/089

14/0

4/2

014

CC

C/F

QI/

RE

N/M

AS

/009-2

MA

S/C

CC

/FQ

I/P

T/0

09-2

Po

st

Ten

sio

nin

g W

ork

- D

uct

Fre

yssin

et

Ara

bia

n S

ea L

LC

22/0

2/2

014

Ren

ard

et

AP

PR

OV

ED

27/0

3/2

014

SO

/FQ

I/C

CC

/090

14/0

4/2

014

CC

C/F

QI/

RE

N/M

AS

/009-3

MA

S/C

CC

/FQ

I/P

T/0

09-3

Po

st

Ten

sio

nin

g W

ork

- S

tran

dF

rey

ssin

et

Ara

bia

n S

ea L

LC

22/0

2/2

014

Ren

ard

et

AP

PR

OV

ED

27/0

3/2

014

SO

/FQ

I/C

CC

/091

14/0

4/2

014

CC

C/F

QI/

RE

N/M

AS

/010A

-Rev

.1M

AS

/CC

C/F

QI/

PB

/010A

-Rev

.1B

rid

ge P

ot

Beari

ng

sA

l A

mm

ar

Inte

rnati

on

al

07/0

5/2

014

Ren

ard

et

Not

Approve

d--

-R

EN

/FQ

I/C

CC

/111

13/0

5/2

014

CC

C/F

QI/

RE

N/M

AS

/010B

MA

S/C

CC

/FQ

I/P

B/0

10B

Bri

dg

e P

ot

Beari

ng

sB

uild

ing

Su

pp

lies &

Serv

ices

11/0

5/2

014

Ren

ard

et

AP

PR

OV

ED

25/0

5/2

014

RE

N/F

QI/

CC

C/1

22

31/0

5/2

014

CC

C/F

QI/

RE

N/M

AS

/011

MA

S/C

CC

/FQ

I/H

DP

E/0

11

HD

PE

Wate

r P

ipes

Am

ian

tit

Om

an

22/0

2/2

014

Ren

ard

et

AP

PR

OV

ED

09/0

3/2

014

SO

/FQ

I/C

CC

/038

11/0

3/2

014

CC

C/F

QI/

RE

N/M

AS

/012

MA

S/C

CC

/FQ

I/R

CB

C/0

12

Sin

gle

cell P

recast

Bo

x C

ulv

ert

Am

ian

tit

Om

an

22/0

2/2

014

Ren

ard

et

AP

PR

OV

ED

25/0

3/2

014

SO

/FQ

I/C

CC

/064

26/0

3/2

014

CC

C/F

QI/

RE

N/M

AS

/013

MA

S/C

CC

/FQ

I/B

P/0

13

Bit

um

ino

us P

ain

t M

ate

rial (R

ub

beri

zed

)A

l In

ma B

uild

ing

Mate

rila

l L

LC

02/0

3/2

014

Ren

ard

et

Not

Approve

d20/0

4/2

014

RE

N/F

QI/

CC

C/1

05

05/0

5/2

014

CC

C/F

QI/

RE

N/M

AS

/014A

-Rev

.1M

AS

/CC

C/F

QI/

EJ/

014A

-Rev

.1B

rid

ge E

xpan

sio

n J

oin

tsA

l A

mm

ar

Inte

rnati

on

al

07/0

5/2

014

Ren

ard

et

AP

PR

OV

ED

20/0

5/2

014

RE

N/F

QI/

CC

C/1

23

31/0

5/2

014

CC

C/F

QI/

RE

N/M

AS

/015

MA

S/C

CC

/FQ

I/R

C/0

15

Rein

forc

ed

Co

ncre

te P

ipe (

450,6

00,7

00m

m d

ia)

Am

ian

tit

Om

an

02/0

3/2

014

Ren

ard

et

AP

PR

OV

ED

23/0

3/2

014

SO

/FQ

I/C

CC

/077

02/0

4/2

014

CC

C/F

QI/

RE

N/M

AS

/016 B

MA

S/C

CC

/FQ

I/W

S/0

16 B

Wate

r S

top

G E

E-2

5S

ika L

LC

Om

an

25/0

3/2

014

Ren

ard

et

AP

PR

OV

ED

16/0

4/2

014

RE

N/F

QI/

CC

C/0

99

28/0

4/2

014

CC

C/F

QI/

RE

N/M

AS

/017

MA

S/C

CC

/FQ

I/T

W/0

17

Tele

ph

on

e W

ork

sN

ati

on

al T

ele

ph

on

e S

erv

ices

12/0

3/2

014

Ren

ard

et

AP

PR

OV

ED

17/0

3/2

014

SO

/FQ

I/C

CC

/082

03/0

4/2

014

CC

C/F

QI/

RE

N/M

AS

/019

MA

S/C

CC

/FQ

I/E

W/0

19

Ele

ctr

ical W

ork

sU

nit

ed

En

gin

eeri

ng

Pro

jects

22/0

3/2

014

Ren

ard

et

CC

C/F

QI/

RE

N/M

AS

/020

MA

S/C

CC

/FQ

I/E

C/0

20

MV

& L

V C

ab

les

Un

ited

En

gin

eeri

ng

Pro

jects

19/0

3/2

014

Ren

ard

et

AP

PR

OV

ED

27/0

3/2

014

SO

/FQ

I/C

CC

/083

03/0

4/2

014

CC

C/F

QI/

RE

N/M

AS

/021

MA

S/C

CC

/FQ

I/P

S/0

21

Packag

e S

ub

sta

tio

nU

nit

ed

En

gin

eeri

ng

Pro

jects

22/0

3/2

014

Ren

ard

et

CC

C/F

QI/

RE

N/M

AS

/022

MA

S/C

CC

/FQ

I/L

L/0

22

Str

eet

Lig

hti

ng

Lu

min

ari

es

Un

ited

En

gin

eeri

ng

Pro

jects

27/0

3/2

014

Ren

ard

et

CC

C/F

QI/

RE

N/M

AS

/023A

MA

S/C

CC

/FQ

I/L

P/0

23A

Str

eet

Lig

hti

ng

Po

les (

Mid

-Hin

ged

)S

tars

Lig

ht

LL

C22/0

5/2

014

Ren

ard

et

CC

C/F

QI/

RE

N/M

AS

/024

MA

S/C

CC

/FQ

I/F

P/0

24

Str

eet

Lig

hti

ng

Feed

er

Pilla

rS

tars

Lig

ht

LL

C27/0

3/2

014

Ren

ard

et

CC

C/F

QI/

RE

N/M

AS

/025

MA

S/C

CC

/FQ

I/JS

/026

Join

t S

eala

nt

(Po

lyseal)

Al In

ma B

uild

ing

Mate

rila

l L

LC

27/0

3/2

014

Ren

ard

et

AP

PR

OV

ED

16/0

4/2

014

RE

N/F

QI/

CC

C/1

00

28/0

4/2

014

CC

C/F

QI/

RE

N/M

AS

/026

MA

S/C

CC

/FQ

I/G

T/0

26

Geo

text

ile

Mo

dern

East

Tra

din

g &

Co

n.

21/0

5/2

014

Ren

ard

et

Ma

teri

al A

pp

rov

al S

tatu

s

Re

nard

et

Le

tte

r

Date

d

Re

fere

nce

No

.M

AR

No

.M

ate

rial/

Wo

rkS

up

pli

er/

Su

bco

ntr

acto

rS

ub

mit

te

d T

o

Re

mark

s

By M

OT

C

MO

TC

Co

mm

en

t

s d

ate

d

Via

Re

nard

et

Le

tte

r R

ef.

No

.



Engineer’s Comments

The percentage of progress as per the construction program is 23.21%.

The percentage of progress as per the actual work is 10.66%.

There is a shortfall of 12.55% in progress which needs to be recovered in the

coming 03 months.

Traffic is diverted on to the Detours on 03.05.2014 early hours and traffic is moving

smoothly without any hiccups.

Construction works for relocation of Falaj completed in 190m out of 270m.

Load testing of 02 no. expendable piles and 02 no. working piles completed and the

results are in compliance with standards.

Pile Foundation works are completed for all Piers except Pier No. 4 by 22.05.2014.



S.

No

.

Da

te

Rec

eive

dF

rom

Ref

eren

ce N

oSu

bje

ctR

eply

da

teR

efer

ence

No

.R

ema

rks

13

/25

/20

14

CC

CF

QI/

RE

NA

RD

ET

/91

Rei

mb

urs

emen

t o

f E

mb

ank

men

t fi

ll

mat

eria

l un

der

bo

th d

eto

urs

RH

S&L

HS

5/1

3/2

01

4R

EN

/FQ

I/C

CC

/11

0

24

/1/2

01

4C

CC

FQ

I/R

EN

AR

DE

T/1

01

Co

ntr

act

No

.51

/20

12

- u

p-g

rad

atio

n o

f

fala

j al-

qab

ail R

ou

nd

abo

ut

5/1

3/2

01

4R

EN

/FQ

I/C

CC

/10

9

34/

14/2

014

CC

CFQ

I/R

ENA

RD

ET/1

16C

on

cre

te m

ix d

esi

gn c

alcu

lati

on

s (C

15,C

30

and

C35

)

44/

15/2

014

CC

CFQ

I/R

EN/M

AS/

014A

Ap

pro

al f

or

bri

dge

exp

aris

ion

join

ts

MA

R.N

o. M

AS/

CC

C/F

QI/

EJ/0

14A

4/24

/201

4R

EN

/FQ

I/C

CC

/09

3

54/

17/2

014

CC

CFQ

I/R

EN/T

R-0

63SO

L- 1

( B

atin

ah H

igh

way

) c

ross

se

ctio

n a

t

CH

. 21

+140

to

CH

.21+

320

4/22

/201

4A

pp

rove

d

64/

19/2

014

CC

CFQ

I/R

EN/T

R-0

65SO

L-1(

Bat

inah

Hig

hw

ay )

cro

ss s

ect

ion

at

CH

.22+

580

to C

H: 2

3+26

04/

24/2

014

Ap

pro

ved

74/

22/2

014

CC

CFQ

I/R

ENA

RD

ET/1

19St

atic

lo

ad t

est

fo

r e

xpe

nd

able

(n

on

-

wo

rkin

g )

pil

e E

P-0

24/

24/2

014

SO/F

QI/

CC

C/0

97

84

/22

/20

14

CC

CF

QI/

RE

NA

RD

ET

/12

0C

lau

se 1

4 p

rogr

am -

( R

ev. 2

)5

/11

/20

14

RE

N/F

QI/

CC

C/1

07

94/

23/2

014

CC

CFQ

I/R

ENA

RD

ET/1

21Ex

ten

sio

n o

f p

ile

s at

Ab

utm

en

t 1

and

Ab

utm

en

t 2

5/3/

2014

RE

N/F

QI/

CC

C/1

04

10

4/23

/201

4C

CC

FQI/

REN

AR

DET

/122

Up

grad

ing

of

fala

j alq

abai

l Ro

un

dab

ou

t

11

4/24

/201

4D

GR

23

91St

arti

ng

at p

roje

cts

wo

rk .(

MA

S o

f P

ot

Be

arin

g)

5/1

4/2

01

4R

EN

/FQ

I/D

GR

/03

3/1

4

12

4/24

/201

4C

CC

FQI/

REN

/TR

-069

SOL-

1 (

Bat

inah

Hig

hw

ay )

cro

ss s

ect

ion

at

CH

. 21

+150

to

CH

.21+

320

4/27

/201

4A

pp

rove

d

13

4/28

/201

4C

CC

FQI/

REN

/TR

-071

Dim

en

sio

n a

nd

de

tail

s o

f ce

ll B

ox

culv

ert

1

(2.0

*1.5

)ske

w A

ngl

e 0

@ C

H.2

4+57

05/

15/2

014

Ap

pro

ved

14

4/28

/201

4C

CC

FQI/

REN

/TR

-072

Bar

Be

nd

ing

sch

ed

ula

l fo

r 9

cell

Bo

x

culv

ert

up

stre

am5/

15/2

014

Re

vise

& R

esu

bm

it

15

4/30

/201

4C

CC

FQI/

REN

AR

DET

/124

Stat

ic l

oad

te

stin

g f

or

wo

rk p

ile

# 06

at

pie

r 1

LHS.

16

4/30

/201

4C

CC

FQI/

REN

/TR

-074

SOL-

1 (

Bat

inah

Hig

hw

ay )

cro

ss s

ect

ion

at

CH

. 21

+340

to

CH

.22+

240

5/11

/201

4A

pp

rove

d

CO

RR

ESP

ON

DE

NC

E R

EC

OR

D F

OR

TH

E M

ON

TH

OF

MA

Y 2

01

4



S.

No

.

Da

te

Rec

eive

dF

rom

Ref

eren

ce N

oSu

bje

ctR

eply

da

teR

efer

ence

No

.R

ema

rks

17

5/1

/20

14

CC

CF

QI/

RE

NA

RD

ET

/12

7M

on

thly

Pro

gres

s R

epo

rt N

o.4

18

5/1

/20

14

CC

CF

QI/

RE

N/T

R-0

77

Dim

ensi

on

an

d d

etai

ls o

f ce

ll B

ox

culv

ert

1 (

2.0

*1.5

)sk

ew A

ngl

e 0

@ C

H.2

4+

23

55

/3/2

01

4

Re

vise

& R

esu

bm

it

19

5/1

/20

14

CC

CF

QI/

SM/0

4W

ork

ing

on

Fri

day

20

5/4

/20

14

CC

CF

QI/

RE

N/T

R-0

79

Sho

pe

dra

win

g fo

r B

rid

ge B

eari

ng

sett

ing

-

ou

t @

CH

.23

+2

69

.50

TO

23

+5

09

.50

5/6

/20

14

Ap

pro

ved

21

5/4

/20

14

CC

CF

QI/

RE

NA

RD

ET

/13

2R

evis

ed p

lan

an

d p

rofi

le (

( R

ev.3

0))

22

5/4

/20

14

CC

CF

QI/

RE

NA

RD

ET

/12

5Sa

fety

off

icer

s at

sit

e

23

5/4

/20

14

CC

CF

QI/

RE

NA

RD

ET

/12

6C

alib

rati

on

cel

l ch

eck

cer

tifi

cate

-lo

ad

5/1

1/2

01

4R

EN

/FQ

I/C

CC

/10

6

24

5/4

/20

14

CC

CF

QI/

RE

NA

RD

ET

/12

8

Alt

ern

ativ

e So

urc

e fo

r B

itu

min

ou

s B

ase

cou

rse

5/1

5/2

01

4R

EN

/FQ

I/C

CC

/11

4

25

5/4

/20

14

CC

CF

QI/

RE

NA

RD

ET

/12

9Q

uo

tati

on

fo

r A

dd

itio

nal

Ele

ctri

cal w

ork

s

26

5/4

/20

14

CC

CF

QI/

RE

NA

RD

ET

/13

3

Pro

ject

pro

gres

s p

ho

togr

aph

s &

vid

eeo

s

soft

co

py

27

5/4

/20

14

CC

CF

QI/

RE

N/T

R-0

84

SOL

- 1

( B

atin

ah H

igh

way

)cro

ss s

ecti

on

at C

H.2

3+

52

0 t

o C

H. 2

3+

94

05

/6/2

01

4A

pp

rov

ed

28

5/4

/20

14

CC

CF

QI/

RE

N/T

R-0

85

Bar

Ben

din

g Sc

hed

ule

fo

r 4

4 c

ell B

ox

culv

ert

up

stre

am -

Blo

ck :

01

to

11

5/8

/20

14

Ap

pro

ved

29

5/4

/20

14

CC

CF

QI/

RE

N/T

R-0

86

Bar

Ben

din

g Sc

hed

ule

fo

r 4

4 c

ell B

ox

culv

ert

Do

wn

stre

am -

Blo

ck :1

2 t

o 3

35

/8/2

01

4A

pp

rov

ed

30

5/5

/20

14

CC

CF

QI/

RE

N/T

R-0

87

Dim

ensi

on

Co

-ord

inat

es d

etai

ls P

lan

an

d

sect

ion

5 c

ell B

ox

culv

ert(

3.0

*2.0

sk

ew

An

gle

0 )

@ C

H.2

3+

49

05

/11

/20

14

Ap

pro

ved

31

5/5

/20

14

CC

CF

QI/

RE

N/T

R-0

88

Dim

ensi

on

an

d d

etai

ls o

f 3

cel

l Bo

x

culv

ert

3 (

2.0

*1.5

)sk

ew A

ngl

e 0

@

CH

.21

+2

60

5/6

/20

14

Ap

pro

ved

32

5/5

/20

14

CC

CF

QI/

RE

N/T

R-0

89

Dim

ensi

on

an

d d

etai

ls o

f 1

cel

l Bo

x

culv

ert

1 (

2.0

*1.5

)sk

ew A

ngl

e 0

@

CH

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+4

85

5/1

5/2

01

4A

pp

rov

ed

33

5/6

/20

14

CC

CF

QI/

RE

N/T

R-0

90

Dim

ensi

on

an

d d

etai

ls o

f 1

cel

l Bo

x

culv

ert

1 (

2.0

*1.5

)sk

ew A

ngl

e 0

@

CH

.23

+9

97

5/1

5/2

01

4A

pp

rov

ed



S.

No

.

Da

te

Rec

eive

dF

rom

Ref

eren

ce N

oSu

bje

ctR

eply

da

teR

efer

ence

No

.R

ema

rks

34

5/6

/20

14

CC

CF

QI/

RE

N/T

R-0

91

Dim

ensi

on

an

d d

etai

ls o

f 1

cel

l Bo

x

culv

ert

1 (

2.0

*1.5

)sk

ew A

ngl

e 0

@

CH

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+2

35

5/1

5/2

01

4A

pp

rov

ed

35

5/6

/20

14

CC

CF

QI/

RE

NA

RD

ET

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4Sa

fety

off

icer

s D

iver

sio

n

36

5/7

/20

14

CC

CF

QI/

RE

NA

RD

ET

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5R

elo

cati

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of

Tel

eph

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e C

able

s

37

5/7

/20

14

CC

CF

QI/

RE

NA

RD

ET

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6St

reet

ligh

tin

g p

ole

s

38

5/7

/20

14

CC

CF

QI/

RE

NA

RD

ET

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7A

ggre

gate

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e C

ou

rse

5/1

8/2

01

4R

EN

/FQ

I/C

CC

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5

39

5/1

2/2

01

4C

CC

FQ

I/R

EN

AR

DE

T/1

40

Stat

ic lo

ad t

est

of

Exp

end

able

pil

e A

bu

t

#2

- C

h.2

3+

90

0

40

5/1

3/2

01

4C

CC

FQ

I/R

EN

AR

DE

T/1

41

Cla

use

14

pro

gram

- (

Rev

. 2 )

41

5/1

4/2

01

4C

CC

FQ

I/R

EN

AR

DE

T/1

42

En

tran

ce a

nd

Exi

t p

oin

ts t

o F

QI

Site

fro

m

Det

ou

r

42

5/1

7/2

01

4C

CC

FQ

I/R

EN

AR

DE

T/1

43

Ap

pro

ved

Gen

eral

lay

ou

t p

lan

- R

ev .

C -

Un

der

pas

ses

loca

tio

n

43

5/1

9/2

01

4C

CC

FQ

I/R

EN

/TR

-10

0

Sho

p d

raw

ing

of

the

po

st t

ensi

on

ing

wo

rks

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dge

1.2

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44

5/1

9/2

01

4C

CC

FQ

I/R

EN

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1

Co

- O

rdin

ates

pla

n f

or

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in C

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nel

at

ch.2

3+

40

05

/21

/20

14

Ap

pro

ved

45

5/2

0/2

01

4C

CC

FQ

I/R

EN

/TR

-10

2

Exi

stin

g R

ipra

p (

To

be

rem

ov

ed )

at

Ch

.24

+2

29

.24

2 t

o 2

4+

34

3.3

00

To

ch.2

5+

50

3.2

03

&2

4+

57

3.9

75

5/3

1/2

01

4A

pp

rov

ed

46

5/2

0/2

01

4C

CC

FQ

I/R

EN

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3

Cle

anin

g an

d G

rab

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at C

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0

to2

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3.0

09

47

5/2

1/2

01

4C

CC

CC

C/F

QI/

RE

N/M

AS/

02

6Ap

pro

val

fo

r G

eto

text

ile

MA

R.N

O.M

AS/

CC

C/F

QI/

GT

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65

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14

RE

N/F

QI/

CC

C/1

19

48

5/2

1/2

01

4C

CC

FQ

I/R

EN

/TR

-10

4

Exi

stin

g B

oll

ard

( T

o b

e re

mo

ved

) a

t

Ch

.24

+1

45

.38

1 t

o 2

4+

18

6.5

74

5/2

5/2

01

4A

pp

rov

ed

49

5/2

1/2

01

4C

CC

FQ

I/R

EN

/TR

-10

5

SOL

- 1

( B

atin

ah H

igh

way

)cro

ss s

ecti

on

at C

H.2

3+

34

9.5

00

to

CH

. 23

+4

29

.50

05

/31

/20

14

Ap

pro

ved

50

5/2

1/2

01

4C

CC

FQ

I/R

EN

/TR

-10

6B

eari

ng

loca

tio

n S

chem

e5

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/20

14

Ap

pro

ved

51

5/2

1/2

01

4C

CC

FQ

I/R

EN

AR

DE

T/1

44

Dra

inag

e L

ayo

ut

Pla

n5

/28

/20

14

RE

N/F

QI/

CC

C/1

21

52

5/2

1/2

01

4C

CC

FQ

I/R

EN

AR

DE

T/1

45

Agg

rega

te B

ase

Co

urs

e

53

5/2

1/2

01

4C

CC

FQ

I/R

EN

AR

DE

T/1

46

Stat

ic lo

ad t

est

for

Exp

end

able

(N

on

-

wo

rkin

g) p

ile

# E

P-0

15

/25

/20

14

RE

N/F

QI/

CC

C/1

16



S.

No

.

Da

te

Rec

eive

dF

rom

Ref

eren

ce N

oSu

bje

ctR

eply

da

teR

efer

ence

No

.R

ema

rks

54

5/2

1/2

01

4C

CC

FQ

I/R

EN

AR

DE

T/1

47

Stat

ic lo

ad t

est

for

Exp

end

able

(N

on

-

wo

rkin

g) p

ile

# E

P-0

45

/27

/20

14

RE

N/F

QI/

CC

C/1

20

55

5/2

2/2

01

4C

CC

FQ

I/R

EN

/TR

-10

7

Dra

inag

e in

let

typ

e -

I D

etai

ls o

f 3

cel

l

Bo

x B

OX

Cu

lver

t @

Ch

.21

+2

60

6/1

/20

14

Ap

pro

ved

56

5/2

2/2

01

4C

CC

FQ

I/R

EN

AR

DE

T/1

48

Stat

ic lo

ad t

esti

ng

5/2

6/2

01

4R

EN

/FQ

I/C

CC

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8

57

5/2

2/2

01

4C

CC

FQ

I/R

EN

AR

DE

T/1

49

Stat

ic L

oad

Tes

t o

f w

ork

ing

pil

e#4

8, A

bu

t-

5 L

HS

58

5/2

2/2

01

4C

CC

CC

C/F

QI/

RE

N/M

AS/

02

3AA

pp

rov

al f

or

Stre

et li

ghti

ng

po

les

MA

R.N

O.M

AS/

CC

C/F

QI/

LP

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3A

59

5/2

5/2

01

4C

CC

FQ

I/R

EN

/TR

-10

8

Dra

inag

e in

let

typ

e -

I D

etai

ls @

Ch

.21

+3

80

to

1 C

ell B

ox

Cu

lver

t @

Ch

.21

+4

85

6/1

/20

14

Ap

pro

ved

60

5/2

5/2

01

4C

CC

FQ

I/R

EN

AR

DE

T/1

51

Co

mp

leti

on

of

pil

ing

wo

rks

- E

xclu

din

g

loca

tio

n p

ier

4 (

RH

S&L

HS)

61

5/2

5/2

01

4C

CC

FQ

I/R

EN

/TR

-10

9Sh

op

dra

win

g o

f 3

way

# 1

50

mm

UP

VC

ele

ct5/2

5/2

01

5A

pp

rov

ed

62

5/2

6/2

01

4C

CC

FQ

I/R

EN

AR

DE

T/1

52

Sum

mer

Wo

rkin

g H

ou

rs (

JU

NE

, Ju

ly &

Au

gust

)20

14

63

5/2

6/2

01

4C

CC

FQ

I/R

EN

/TR

-11

0

Dra

inag

e in

let

typ

e -

I D

etai

ls @

Ch

.21

+5

60

to

Ch

.21

+6

20

6/1

/20

14

Ap

pro

ved

64

5/2

7/2

01

4C

CC

FQ

I/R

EN

/TR

-11

1

Dra

inag

e In

let

Ty

pe

-III

Det

ails

8 c

ell B

ox

culv

ert

@ C

h 2

1+

83

86

/1/2

01

4A

pp

rov

ed

65

5/2

8/2

01

4C

CC

FQ

I/R

EN

/TR

-11

2

Pie

r B

eari

ng

lev

el D

etai

ls @

Ch

.23

+3

49

.50

0 t

o C

h.2

3+

42

9.5

00

5/2

8/2

01

4A

pp

rov

ed

66

5/2

9/2

01

4C

CC

FQ

I/R

EN

/TR

-11

3

Pie

r B

eari

ng

lev

el D

etai

ls @

Ch

.23

+3

09

.50

0 t

o C

h.2

3+

46

9.5

00

( P

1 L

& P

1R

) T

O (

P5

L&

P5

R)

1.6

.20

14

Ap

pro

ved

67

5/2

9/2

01

4C

CC

FQ

I/R

EN

AR

DE

T/1

53

Pen

din

g D

raw

ing

Sub

mit

tals

68

5/3

1/2

01

4C

CC

FQ

I/R

EN

AR

DE

T/1

54

RO

P. A

pp

rov

al D

eto

ur

Pla

n

69

25

/20

14

CC

CF

QI/

RE

NA

RD

ET

/15

0A

L-I

sraa

Wa

l Mi r

aj 2

01

4

70

CC

CF

QI/

RE

NA

RD

ET

/13

8In

teri

m p

aym

ent

Ap

pli

cati

on

#0

4

71

CC

CF

QI/

RE

NA

RD

ET

/13

9

Stat

ic lo

ad t

est

Rep

ort

fo

r 1

00

0m

m

wo

rkin

g p

ile

#SO

P 0

65

/11

/20

14

RE

N/F

QI/

CC

C/1

08



PROGRESS PHOTOGRAPHS

Bed Preparation for Construction of Falaj in progress

Blinding Concrete for construction of Falaj in Progress



Placing of Epoxy coated reinforcement for Falaj in Progress

Waterproofing of Completed Falaj



Traffic Diversion in Detours

Traffic Diversion in Detours – U Turn



Removal of Existing Asphalt in Progress

Removal of Existing Asphalt in progress



Bed Preparation for Blinding Concrete of Pile Cap in Progress

Blinding Concrete for Pile Cap in Progress



Piles for Abutment No. 1 Completed to Ground Level

Placing of Reinforcement for Abutment Piles in Progress



Pile Integrity Test in Progress

Curing of Pile Cap in Progress



Protection of Reinforcement while Curing of Pile Cap in Progress

Waterproofing of Completed Pile Cap



Placing of Reinforcement for Pier in Progress

Fixing of Shuttering for Pier in Progress



Reinforcement Fixing in 44 Cells Box Culvert in Progress

Removal of Street Lighting Poles in Progress



Unloading of Precast Box Culverts in Progress

Investigation of Underground Utilities in Progress



Pre-casting of New Jersey Barriers

Installation of Future Utility Ducts in Progress

MPR for May 2014

Documents

Transcript of MPR for May 2014