MONTHLY PROGRESS REPORT No. 28 January-16nhai.org.in/spw/ConcessionaireDetails/MPR-Jan_2016_NHAI.pdfFST Final Setting Time GFC Good for Construction BHILWARA - RAJSAMAND TOLLWAY PRIVATE

:

Name of EPC Contractor :

Name of Independent Consultant :

Name of Design Consultant :

Name of Lender Engineer :

FOUR LANING OF RAJSAMAND - BHILWARA SECTION OF NH-758 (FROM KM.

0+000 TO KM. 87+250) UNDER NHDP PHASE IV IN THE STATE OF RAJASTHAN

ON DBFOT (TOLL) BASIS.

NATIONAL HIGHWAYS AUTHORITY OF INDIA

MONTHLY PROGRESS REPORT

No. 28

Bhilwara - Rajsamand Tollway Private LimitedName of Concessionaire

Sadbhav Engineering Limited

M/s LEA Associates South Asia Pvt. Ltd.

Consulting Engineers Group Ltd.

January-16

M/s Artefact Projects Ltd.

Sr. No. Description Page No.

1 ABBREVATIONS 1 to 5

2 SALIENT FEATURES OF THE PROJECT 6 to 8

3 PROJECT STRIP PLAN 9 to 10

4 PHYSICAL & FINANCIAL PROGRESS OF THE PROJECT 11 to 20

5 STATUS OF LAND ACQUISITION 21 to 23

6 HINDRANCES / ENCOARCHMENTS 24 to 49

7 STATUS OF UTILITY SHIFTING 50 to 53

8 UNRESOLVED ISSUES 54 to 55

9 MOBILISATION STATUS OF CONCESSIONAIRE, EPC CONTRACTOR & IC 56 to 60

10 PROJECT COMPLETION MILESTONE 61 to 62

11 SAFETY & HEALTH 63 to 65

12 EXISTING ROAD MAINTENANCE 66 to 67

13 QUALITY 68 to 69

14 ANNEXURES 70 to 70

15 Annexure A – Project Corridor and Layout Plan 71 to 73

16 Annexure B – EPC Cost Breakup 74 to 75

17 Annexure C – Status of Permission and Approvals 76 to 80

18 Annexure D – Status of Drawings 81 to 82

19 Annexure E – Progress Strip Chart of Road Work 83 to 96

20Annexure F – Progress Strip Chart of Major & Minor Bridges, CUPs, VUPs &

PUPs97 to 98

21Annexure G – Progress Strip Chart of Box Culverts, Hume Pipe Culverts,

Slab Culverts 99 to 108

22 Annexure H – Organization Charts of Concessionaire/EP Contractor 109 to 111

23 Annexure I – Quality Control Tests 112 to 119

24 Annexure J – List of QC Equipments 120 to 128

25 Annexure K – Weather Report 129 to 131

27 Annexure L – Status of Source / Agency approvals 132 to 135

26 Annexure M – Status of Mix Designs 136 to 141

28 Annexure N – Status of NCR’s 142 to 158

29 Annexure O – Status of Calibration of Plant & Equipments 159 to 164

30 Annexure P – Borrow Area 165 to 179

31 Annexure Q – Progress Photographs 180 to 192

BHILWARA - RAJSAMAND TOLLWAY PRIVATE LIMITED

MONTHLY PROGRESS REPORT

TABLE OF CONTENTS


ABBREVIATIONS

11

Abbreviations Meaning

3A / 3D Clause of Land Acquisition

AASHTOAmerican Association of State Highway and Transport

Officials

Abt Abutment

BC Bituminous Concrete

CBR California Bearing Ratio Test

C&G Clearing and Grubbing

Ch Chainage

Cm Centimeter

C/s Cross-section

Cum Cubic Meter

CW Carriageway

CEG Consulting Engineering Group Ltd.

CUP Cattle Underpsass

DWG Drawing

DBFOT Design, Built, Finance, Operate and Transfer

DBM Dense Bituminous Macadam

DFBOT Design, Finance, Build, Operate and Transfer

DFO District Forest Officer

Dia Diameter

DPR Detailed Project Report

Emb Embankment

EPC Engineering Procurement Construction

Exc Excavation

EMB WIP Embankment work in progress

FST Final Setting Time

GFC Good for Construction


ABBREVIATIONS

22


ABBREVIATIONS

GSB Granular Sub Base

HPC Hume Pipe Culverts

Ht Height

Hyd Hydraulic

IE Independent Engineer

IC Independent Consultant

IS Indian Standard

IST Initial Setting Time

JV Joint Venture

Kg Kilogram

Km Kilometer

LHS Left Hand Side

LL Liquid Limit

Ltr Liter

m Meter

M Mix

M/s Messers

MDD Maximum Dry Density

Misc Miscellaneous

mm Millimeter

MJB Major Bridge

MNB Minor Bridge

MORTH Ministry of Road Transport & Highways

NCW New Carriage Way

NCR Non Conformance Report

NA Not Applicable

NH National Highway

NHAI National Highway Authority of India

33


ABBREVIATIONS

NHDP National Highway Development Programme

NOC No Objection Certificate

Nos Numbers

oC Centigrade

OGL Original Ground Level

OMC Optimum Moisture Content

PCC Plain Cement Concrete

PI Plastic Index

PD Project Director

PHE Public Health and Environment

PL Plastic Limit

PSC Prestressed Concrete

PTR Pneumatic Tyre Roller

Pvt. Ltd. Private Limited

PUP Pedestrian Underpasses

QC Quality Control

ROB Railway Over Bridge

RBI Reserve Bank of India

RE Reinforced Earth

RCC Reinforced Cement Concrete

RHS Right Hand Side

ROW Right Of Way

Rs. Rupees

SDBC Semi Dense Bituminous Macadam

Sec Section

SG Sub-Grade

T Tonne

TMT Thermo Mechanically Treated

44


ABBREVIATIONS

TBM Temporary Bench Mark

TPH Tonnes Per Hour

VUP Vehicular Underpass

W Watt

WMM Wet Mix Macadam

55


SALIENT FEATURES OF

THE PROJECT

66

Name of the Project :

Four laning of Rajsamand – Bhilwara Section of

NH -758 (from km 0.000 to km 87.250) under

NHDP Phase IV in the State of Rajasthan on

DBFOT (Toll) Basis.

Name of Client : National Highways Authority of India

Name of Concessionaire : BHILWARA - RAJSAMAND TOLLWAY PVT. LTD.

Name of EPC Contractor : SADBHAV ENGINEERING LTD.

Name of Independent

Consultant: M/s Artefact Projects Ltd.

Name of Design

Consultant: Consulting Engineers Group Ltd.

Total Project Cost : 677.79Crore

Date of Signing of

Concession Agreement: 14.12.2012

Appointed Date : 09.10.2013

Date of Completion : 05.04.2016

Construction Period : 30 Months

Concession Period : 30 Years

INTRODUCTION:


SALIENT FEATURES OF THE PROJECT

77

INTRODUCTION:


SALIENT FEATURES OF THE PROJECT

Scope of Highway WorksCarriageway Length : 87.250Kms.

Bypass :

15.250 Kms. (2.450 Kms Kuanwarian Bypass,

2.550 Kms Potlan Bypass ,3.600 Kms Karoi Bypass

& 6.920 Kms Pur Bypass)

Realignment : 7.045 Kms at 12 Locations

Slip road : 15.200 Kms (2 x 7.600) of 5.500 Mtr Width

Major Junctions : 8 Nos.

Minor Junctions : 22 Nos.

Truck Lay-byes : 02 Nos.

Bus Lay Bays : 22 Nos.

Toll Plaza : 02 Nos.

Scope of Structure WorksROB : 1 No (Size 2 x 36.00 x 6.55) at Kuanwarian

Major Bridges : 01 No (Size 4 x 25.00) at Potlan Bypass Across

Chandra Bhaga River

Minor Bridges : 15 Nos.

Pedestrian Underpasses : 08 Nos.

Vehicular Underpass : 03 Nos.

Box Culverts : 205 Nos.

Hume Pipe Culverts : 50 Nos.

Totals : 283 Nos.

88


PROJECT STRIP PLAN

99

0+

00

0

Piprda Junction Bhilwara

1+

00

0

2+

00

0

3+

00

0

4+

00

0

5+

00

0

6+

00

0

7+

00

0

8+

00

0

9+

00

0

10

+0

00

11

+0

00

12

+0

00 1

3+

00

0

14

+0

00

15

+0

00

16

+0

00

12

+1

00 1

2+

50

0

SomnathChauraha

Realignment

0+

80

0

1+15

2

Sivnagar

Colony Realignment

1+8

80

2+

180

Sivnagar

Colony Realignment

2+

75

0

2+

90

5

Dhoinda

Realignment

4+

130

4+

73

0

Rajsamand

Realignment

5+

08

0

5+

70

0

Gaumata Chauraha

Realignment

9+

28

8

10+

00

0

2 2 .5 0 0

1 3 .0 0 0

3 0 .0 0 0

29

+0

00

30

+0

00

31

+0

00

32

+0

00

17

+0

00

18

+0

00

19

+0

00

20

+0

00

21

+0

00

22

+0

00

23

+0

00

24

+0

00

25

+0

00

26

+0

00

27

+0

00

28

+0

00

16

+0

00

1 3 .0 0 0

45

+0

00

46

+0

00

47

+0

00

48

+0

00

33

+0

00

34

+0

00

35

+0

00

36

+0

00

37

+0

00

38

+0

00

39

+0

00

40

+0

00

41

+0

00

42

+0

00

43

+0

00

44

+0

00

32

+0

00

61

+0

00

62

+0

00

63

+0

00

64

+0

00

53

+0

00

54

+0

00

55

+0

00

56

+0

00

57

+0

00

58

+0

00

59

+0

00

60

+0

00

49

+0

00

50

+0

00

51

+0

00

52

+0

00

48

+0

00

77

+0

00

79

+0

00

80

+0

00

65

+0

00

66

+0

00

67

+0

00

68

+0

00

69

+0

00

70

+0

00

71

+0

00

72

+0

00

73

+0

00

74

+0

00

75

+0

00

76

+0

00

64

+0

00

81

+0

00

82

+0

00

83

+0

00

84

+0

00

85

+0

00

86

+0

00

87

+0

00

88

+0

00

80

+0

00

17

+7

00

18

+3

00

TOLL

PLAZA

TOLL

PLAZA

Rupakheda

Realignment

19+

20

0

19+

70

0

20

+9

00

23

+3

50

Kuanwariaya

Realignment

20

+0

74

20

+9

00

Kuanwariaya Bypass

39

+3

50

41+

90

0

Potlan Bypass

Ganeshpura Realignment

58

+9

30

60

+0

50

Ganeshpura

Realignment

60

+4

50

61+

150

Bhunash Village

Realignment

62

+7

50

63

+3

50

66

+3

00

69

+9

00

Karoi Bypass

80

+3

00

87

+2

20

Pur BypassPur Bypass Pur Bypass Pur Bypass Pur Bypass Pur Bypass

Karoi BypassKaroi Bypass

Potlan Bypass

Gurla Village

Realignment

74

+5

00

74

+7

50

Major Junction

3+080

R.K.Hosptial

Major Junction

5+900

JK Tyre Junction

Major Junction

15+500

Madri Chowk

Major Junction35+450

Kuraj Road

Major Junction

49+850

Gangapur amli

Major Junction50+430

Gangapur

Major Junction

53+210

Gangapur Lakhola

Major Junction

65+400

Vehicular

Underpass 0+880Pedestrian

Underpass 2+990Cattle

Underpass 3+190

Minor Bridge

7+290

Vehicular

Underpass 10+220

Vehicular

Underpass 15+175

Minor Bridge

16+530

ROB

20+340

Pedestrian

Underpass

20+550

Minor Bridge

29+060Pedestrian

Underpass

27+550

Minor Bridge

24+900

Minor Bridge

34+530

Minor Bridge

49+960 Pedestrian

Underpass49+600

Minor Bridge

50+470

Major Bridge

Chander Bhaga River

40+650

Minor Bridge

41+440

Pedestrian

Underpass

53+050

Minor Bridge

55+535

Minor Bridge

67+000

Pedestrian

Underpass

67+920

Pedestrian

Underpass

27+550

Minor Bridge

71+790Minor Bridge

71+000Minor Bridge

73+120Minor Bridge

75+200

Minor Bridge81+090

TOLL

PLAZA

TOLL

PLAZA

7 5 .0 0 0

1010


PHYSICAL & FINANCIAL

PROGRESS OF THE PROJECT

1111

Particulars

Up to

Previous

Month

This Mnoth Up to Date

Financial Progress up to

31.01.1687.672% 4.699% 92.371%

Physical Progress up to

31.01.1692.362% 0.590% 92.953%


Physical and Financial Progress

12

Oct-1

3N

ov

-13

De

c-13

Jan

-14

Feb

-14

Ma

r-14

Ap

r-14

Ma

y-1

4Ju

n-1

4Ju

l-14

Au

g-1

4S

ep

-14

Oct-1

4N

ov

-14

De

c-14

Jan

-15

Feb

-15

Ma

r-15

Ap

r-15

Ma

y-1

5Ju

n-1

5Ju

l-15

Au

g-1

5S

ep

-15

Oct-1

5N

ov

-15

De

c-15

Jan

-16

Feb

-16

Ma

r-16

Ap

r-16

0.8%

0.8%

1.8%

3.2%

2.2%

1.2%

2.7%

2.7%

3.5%

0.8%

1.0%

5.0%

5.6%

8.8%

6.3%

6.1%

6.1%

5.8%

5.6%

5.1%

4.8%

1.8%

2.3%

4.6%

4.1%

3.2%

2.0%

1.2%

0.5%

0.2%

0.2%

Mo

nth

ly Ta

rget (in

Cro

res)

5.00

5.00

11.00

19.00

13.00

7.00

16.00

16.00

21.00

5.00

6.00

30.00

34.00

53.00

38.00

37.00

37.00

35.00

34.00

31.00

29.00

11.00

14.00

28.00

25.00

19.00

12.00

7.00

3.00

1.00

1.00

Cu

ma

lativ

e

Ta

rga

t (in C

rore

s)

5.00

10.00

21.00

40.00

53.00

60.00

76.00

92.00

113.00

118.00

124.00

154.00

188.00

241.00

279.00

316.00

353.00

388.00

422.00

453.00

482.00

493.00

507.00

535.00

560.00

579.00

591.00

598.00

601.00

602.00

603.00

Mo

nth

ly Actu

al

Ach

ieve

me

nt (in

Cro

res)

5.50

4.91

10.24

16.13

15.86

21.81

14.40

19.42

16.76

14.68

6.99

8.65

15.05

22.20

28.54

31.02

28.62

27.34

26.21

25.17

23.14

23.55

23.26

24.80

20.67

29.72

24.01

28.33

Cu

ma

lativ

e

Actu

al

Ach

iev

em

en

t (in

Cro

res)

5.50

10.41

20.65

36.78

52.65

74.46

88.86

108.28

125.04

139.73

146.72

155.36

170.41

192.62

221.15

252.17

280.79

308.13

334.35

359.51

382.65

406.20

429.46

454.25

474.92

504.64

528.65

556.98

5.0

0

10

.00

2

1.0

0

40

.00

5

3.0

0

60

.00

76

.00

92

.00

11

3.0

0

11

8.0

0

12

4.0

0

15

4.0

0

18

8.0

0

24

1.0

0

27

9.0

0

31

6.0

0

35

3.0

0

38

8.0

0

42

2.0

0

45

3.0

0

48

2.0

0

49

3.0

0

50

7.0

0

53

5.0

0

56

0.0

0

57

9.0

0

59

1.0

0

59

8.0

0

60

1.0

0

60

2.0

0

60

3.0

0

5.5

0

10

.41

2

0.6

5

36

.78

52

.65

74

.46

88

.86

10

8.2

8

12

5.0

4

13

9.7

3

14

6.7

2

15

5.3

6

17

0.4

1

19

2.6

2

22

1.1

5

25

2.1

7

28

0.7

9

30

8.1

3

33

4.3

5

35

9.5

1

38

2.6

5

40

6.2

0

42

9.4

6

45

4.2

5

47

4.9

2

50

4.6

4

52

8.6

5

-

10

0.0

0

20

0.0

0

30

0.0

0

40

0.0

0

50

0.0

0

60

0.0

0

70

0.0

0

Oct-1

3N

ov

-13

De

c-13

Jan

-14

Fe

b-1

4M

ar-1

4A

pr-1

4M

ay

-14

Jun

-14

Jul-1

4A

ug

-14

Se

p-1

4O

ct-14

No

v-1

4D

ec-1

4Ja

n-1

5F

eb

-15

Ma

r-15

Ap

r-15

Ma

y-1

5Ju

n-1

5Ju

l-15

Au

g-1

5S

ep

-15

Oct-1

5N

ov

-15

De

c-15

Jan

-16

Fe

b-1

6M

ar-1

6A

pr-1

6

BR

TP

L S-C

UR

VE

13

13

Particular of Items Unit ScopeTwo Lane Total

length/Numbers

Two Lane

Completed Length/

Number

Two Lane in

Progress

Two Lane Completed

( % Progress w.r.t. whole

Progress)

Remarks

1 2 3 4 5 6 7 = 5/4+(6/(4-5)) 8

HIGHWAYS

C & G Km 87.25 174.500 171.600 98.34%

Embankment Km 87.25 174.500 169.000 0.00 96.85%

Subgrade Km 87.25 174.500 168.500 0.00 96.56%

GSB Km 87.25 174.500 168.300 0.00 96.45%

WMM I Km 86.386 172.772 167.300 0.00 96.83%

WMM Top Km 86.386 172.772 167.200 0.00 96.77%

Kerb Km 86.386 172.772 167.000 0.00 96.66%

Prime Coat Km 86.386 172.772 163.682 0.00 94.74%

Tack Coat Km 86.386 172.772 150.200 0.00 86.94%

DBM Km 86.386 172.772 163.682 0.00 94.74%

BC Km 86.386 172.772 150.200 0.00 86.94%

DLC Km 0.864 1.728 1.728 0.00 100.00%

PQC Km 0.864 1.728 1.728 0.00 100.00%

95.52%

STRUCTURES

MJB Nos 1 2 2 0.00 100.00%

MNB Nos 15 30 29 1.00 97.67%

VUP Nos 3 6 5 1.00 85.83%

PUP Nos 8 16 15 1.00 97.50%

ROB Nos 1 2 0 2.00 52.00%

Box Culverts Nos 204 408 406 2.00 99.67%

Pipe Culverts Nos 51 102 102 0.00 100.00%

90.382%

92.953%

PHYSICAL PROGRESS STRUCTURES >>>>>>>>>

OVERALL PHYSICAL PROGRESS >>>>>>>>>

PHYSICAL PROGRESS HIGHWAYS >>>>>>>>>


PHYSICAL PROGRESS BREAKUP

14

Major Bridge :MJB 01 - On Chandra Bhaga River @ D. Ch. 40+650 -

Completed

ROB :ROB 1 - on @ D.Ch. 20+340 at Kuanwarian - Girder

erction completed and Deck slab in progress

:

15 Nos. 7+290, 16+530, 24+900, 29+060, 34+530, 41+440,

48+960, 50+470, 55+535, 67+000, 71+790, 72+000,

73+120, 75+200 & 81+090

: @ D.Ch.7+290 Completed: @ D.Ch.16+530 Completed: @ D.Ch.24+900 Completed: @ D.Ch.29+060 Completed: @ D.Ch.34+530 Completed

: @ D.Ch.41+440 Completed



: @ D.Ch.55+535 Complete

: @ D.Ch. 67+000 Complete




@ D.Ch.75+200 - BHS Deck Slab Completed - Approach

Slab in progress.

: @ D.Ch. 81+190 Completed

:8 Nos. @ D. Ch. 2+990, D.Ch. 3+190, 20+550, 27+350,

49+600, 53+050, 67+920, 83+705








:@ D.Ch.83+705- Slab Completed - Approach slab in

progress.


Progress in Brief

STRUCTURE WORKS

Minor Bridges

Pedestrian

Underpass

15

Progress in Brief

: 3 Nos. @ D. Ch. 0+880, 10+220, 15+175



:@ D.Ch. 15+175 - Slab Completed - Approach slab in

progress.

Box Culverts :204 Nos. - 203 Nos BHS Completed, 01 Nos work is in

progress

Pipe Culverts : 51 Nos. - 51 Nos BHS Completed

Toll Plaza : Toll Plaza work is in progress at Ch. 78+000 & Ch. 18+000.

Toll Plaza : Toll Plaza @ Ch. 18+000DLC & PQC - CompletedAdministrative building – Completed - Miscellanious work in

progress.

O & M Building - Completed .

Medical Aid post / Vehicle Rescue Post / Traffic Aid Post -

Completed

Canopy - Completed - Finishing work in progressWeigh in motion –Completed.

Static Weigh Bridge - Work in progress

Toilet blocks – CompletedToll Equipments – Work in progressToll Booths – Work in progressLighting – Work in progressWater supply – CompletedSign Boards - Work in progress

Toll Plaza @ Ch. 78+050 DLC & PQC - Completed

Administrative building – Completed

O & M Building - Completed

Medical Aid post / Vehicle Rescue Post / Traffic Aid Post -

Completed Canopy - CompletedWeigh in motion – Completed

Static Weigh Bridge - Work in progress

Toilet blocks – CompletedToll Equipments – Work in progressToll Booths – CompletedLighting – Work in progressWater supply – CompletedSign Boards - Work in progress

Vehicular

Underpass

16

Progress in Brief

HIGHWAY WORKS

The layer wise progress status on Highway is as follows.

1) C&G-Site clearance = 171.200 KM (Two Lane)

2) Embankment is in progress = 169.000 KM (Two Lane)

3) Subgrade is in progress = 168.500 KM (Two Lane)

4) GSB is in progress = 168.300 KM (Two Lane)

5) WMM 1st is in progress = 167.300 KM (Two Lane)

6) WMM 2nd is in progress = 167.300 KM (Two Lane)

7) Kerb is in progress = 167.000 KM (Two Lane)

8) DBM is in progress = 163.682 KM (Two Lane)

9) BC is in progress = 150.200 KM (Two Lane)

17

SECTION - 1

COMPLETED IN PROGRESS BAL TO TAKEUP REMARKS

HP CULVERTS (NEW) 4 4

HP CULVERTS (REC.) 43 43

BOX CULVERTS (NEW) 42 42

BOX CULVERTS (REC.) 69 68 1

MINOR BRIDGES (NEW) 1 1

MINOR BRIDGE (REC.) 7 7

MAJOR BRIDGES (NEW) 1 1

ROB (NEW) 1 1

PUP 5 5

VUP 3 2 1

TOTAL 176 173 3

DESCRIPTION SCOPE OF WORK

WORK STATUS


PHYSICAL PROGRESS OF PROJECTS

STRUCTURE WORKS:

Section 1 - D. Ch. 0.000 to D. Ch. 50.000

18



STRUCTURE WORKS:

SECTION - 2





BOX CULVERTS (REC.) 48 48


MINOR BRIDGE (REC.) 4 3 1

MAJOR BRIDGES (NEW)

MAJOR BRIDGES (Reh.)

PUP 3 2 1

VUP

TOTAL 107 105 2

Section 2 D. Ch. 50.000 to D. Ch. 87+250


WORK STATUS

19



STRUCTURE WORKS:

ENTIRE PROJECT





BOX CULVERTS (REC.) 117 116 1


MINOR BRIDGE (REC.) 11 10 1

MAJOR BRIDGES (NEW) 1 1

ROB (NEW) 1 1

PUP 8 7 1

VUP 3 2 1

TOTAL 283 278 5


WORK STATUS

Total D. Ch. 0.000 to D. Ch. 87.250

20


STATUS OF LAND

ACQUISITION

2121

Sl.

NoParticulars Area Of Land in Ha. Remarks

1 Total Land Requirement 524.362 37 Nos Villages2 Available Land 173.4323 Land to be acquired 350.934 3(A) published 350.49035 3(C) hearing status 350.49036 3(D) Published 343.09017 3(G) Award status 326.4966


STATUS OF LAND ACQUISITION

22

3 (D) S.O.

3014 (E) -

dt.04.10.13

3 (D) S.O.

2910 (E) -

dt.25.09.13

3 (D) S.O.

2906 (E) -

dt.25.09.13

3 (D) S.O.

2909 (E) -

dt.25.09.13

3 (D) S.O.

2908 (E) -

dt.25.09.13

Private Land Private Land

1 Rajsamand Rajsamand 1 Piparada 0.5303 0.0081 0.4969 0.4969 0.4969 0.00812 ( 14 village) 2 Javad 4.5490 0.8455 3.9997 3.9997 3.9997 0.84553 3 Shankarpura 1.6082 0.0446 1.5597 1.5597 1.5597 0.04464 4 Dhoinda 6.8062 2.7393 2.8043 2.9265 5.7308 5.7308 2.73935 5 Aasotiya 1.9174 4.2683 1.5776 0.2428 1.8204 1.8204 3.46186 6 Tarsinghada 7.0528 0.4819 5.6031 0.0783 5.6814 5.6814 0.47387 7 Bhava 10.8394 3.9929 7.4694 1.3544 8.8238 8.8238 2.86548 8 Dumkhera 3.5201 2.7291 1.1771 1.1771 1.1771 2.72919 9

Mahasatiyo Ki

Madari 5.5169 2.6580 2.0491 2.0491 2.0491 2.5135

10 10 Rupa ka kheda 3.6014 5.6118 3.2254 3.2254 3.2254 5.611811 11 Ravon ka kheda 4.4296 0.7684 3.7645 3.7645 3.7645 0.768412 12 Kunwaria 16.3106 0.6904 16.0982 16.0982 16.0982 0.690413 13 Fiyavadi 13.8726 4.5330 2.1102 7.3166 9.4268 9.4268 3.739814 14 Khakaliya kheda 6.1566 0.0000 6.0838

80.5545 35.5279 51.935 11.919 - - - 63.854 63.854 32.5751 Rajsamand Railmangra 1 Khandel 12.6282 3.9789 8.8771 0.3948 9.2719 9.2719 3.66892 ( 3 Village) 2 Lapsaya 5.2043 1.3672 2.8212 1.7747 4.5959 4.5959 1.36723 3 Junada 10.1205 10.1205 10.1205 10.1205

27.9530 5.3461 21.819 2.170 - - - 23.988 23.988 5.0361 Bhilwara Sahara 1 Tapriya Kheri 3.4855 0.2750 2.4955 0.9900 3.4855 3.1255 0.2750

2 ( 15 Village) 2 Sangas 6.9950 1.2726 5.7528 5.7528 5.6637 1.2726

3 3 Satliyas 8.1835 1.8258 6.3425 0.6457 6.9882 6.3425 1.8258

4 4 Potlan 17.5795 6.5688 14.4205 0.3354 14.7559 13.9318 6.5688

5 5 Gurha Ka Khera 3.3045 4.1547 2.5999 0.0300 2.6299 2.4696 4.1547

6 6 Sahara 25.0647 6.6210 23.2311 0.7878 24.0189 18.12 5.2708

7 7 Gayatri Nagar 3.7083 1.0265 3.3774 0.0225 3.3999 3.3999 1.0115

8 8 Galodiya 16.4727 0.4204 5.8347 8.8617 14.6964 5.8047 0.4204

9 9 Lakhmaniyas 0.7904 0.3946 0.5449 0.0802 0.6251 0.5449 0.3946

10 10 Dhosar 0.2400 0.0930 0.0090 0.102 0.102 0.0000

11 11 Ganeshpura 1.2440 1.1410 0.6360 0.2000 0.836 0.636 1.1410

12 12 Gathila Kheda 2.2011 0.2556 1.7175 0.1853 1.9028 1.7174 0.2556

13 13 Gathila 10.2019 1.6159 6.5831 0.9540 7.5371 6.5831 1.5639

14 14 Baghpura 2.7000 1.2450 1.5225 1.5225 1.5225 1.245

15 15 Bhunas 14.1675 1.9739 8.2608 0.0200 8.2808 7.8108 1.6687

116.3386 28.7908 - - 83.41 13.12 - 96.53 77.774 27.0684

1 Bhilwara Bhilwara 1 Karoi Kalan 30.4295 6.9582 20.0784 20.0784 19.5754 6.0726

2 (5 Village) 2 Parvatipura 4.7042 2.5986 2.4505 2.4505 2.4505 2.4622

3 3 Gurla 15.7261 9.5074 6.9014 6.9014 5.9678 9.3283

4 4 Mujras 7.3556 4.8808 3.7259 3.7259 3.394 3.6862

5 5 PUR 42.1562 22.3188 16.9096 16.9096 15.7864 17.1285

100.3716 46.2638 - - - - 50.066 50.066 47.174 38.678

325.2177 115.929 73.7540 14.0881 83.4122 13.1216 50.0658 234.4417 212.791 103.3576

Status of Land Acquisition (Village Wise) as on 31-01-2016

S.No. District Tehsil S.No.

3 (a) Gazette of

India dt-14.08.2012

& apendix-dt-

20.09.2012,

08.10.2013

3 (A) Gazette of

India dt-

28.09.2012-

S.O.2329 (E) &

S.O.2328 (E) &

28.12.2012-

Supplement

ary 3A

(Hectare)

Status of 3A

(Supplement

ary)

Status of 3D

Grand Total >>>>>>>>>>

Total

3(D) (Ha.)

Total Award (3G) approved by

CALA

Total Award (3G) Supplementry

approved by CALAPublished in Gazette of India

Published in

News Paper

Sub Total >>>>>>>>>

Sub Total >>>>>>>>>

Published in

News Paper

on Dated.28-

03-2014 in

Dainik

Bhaskar

Sub Total >>>>>>>>>Published in

News Paper

on Dated.25-

04-2014 in

Dainik

Bhaskar &

Rajasthan

Patrika. 3

Sub Total >>>>>>>>> 2323


HINDRANCES /

ENCROCHMENTS

2424

Sr.

No.Description

1 Encroachments in EROW

2 Structures Falling within PROW & EROW

3 Religious Structures within PROW & EROW

4 Hand Pumps / Bore Wells within EROW

5 Electrical Utility Shifting

6 PHED Utility Shifting


HINDRANCES / ENCROACHMENTS

2525

1 0+230 RHS 22.50 6.200 Steps

2 0+340 LHS 22.50 14.700 C.R. Compound wall

3 1+736 RHS 30.00 11.700 C.R. wall with Net

4 3+400 RHS 30.00 13.400 Water Tank


6 4+460 RHS 22.50 12.000 C.R.Compound wall

7 4+930 LHS 17.50 6.500 Electric Room

8 5+004 RHS 17.50 6.200 Canal

9 5+326 RHS 22.50 14.300 C.R. Compound wall with House

10 5+455 LHS 22.50 6.600 Water TankDismantled & Reconstructed by

Concessionaire

11 5+685 RHS 22.50 13.200 Sri Ram Bhojanalai Kitchen Stand

12 5+920 RHS 30.00 8.000 Building Compound wall with Gate

13 6+300 LHS 30.00 10.000 D.S.M Wall with Gate

14 6+410 RHS 30.00 6.200 Canal

15 6+900 RHS 30.00 12.400 D.S.M. Wall

16 7+820 LHS 30.00 7.700 D.S.M. Wall with Gate

17 7+947 LHS 30.00 6.300 Canal

18 10+600 LHS 30.00 8.800 C.R.Compound wall Dismantled by Concessionaire

19 11+118 LHS 22.50 10.000 D.S.M. WallDismantled & Reconstructed by

Concessionaire

20 11+703 LHS 22.50 10.700 D.S.M. Wall Dismantled by Concessionaire

21 11+830 RHS 22.50 8.000 D.S.M. Wall, Gate With House

22 11+900 LHS 22.50 13.300 Shopping Complex Dismantled by Concessionaire

23 11+960 LHS 22.50 12.100 D.S.MDismantled & Reconstructed by

Concessionaire

24 12+214 LHS 22.50 12.500 House

25 12+234 LHS 22.50 9.500 House

26 12+259 LHS 22.50 8.500 Shop

27 12+285 LHS 22.50 8.600 Shop & House

28 12+315 LHS 22.50 9.300 Shop

29 12+336 LHS 22.50 10.800 Shop

30 12+366 LHS 22.50 7.000 Water Tank (School)

31 12+410 LHS 22.50 9.100 School Room


Concessionaire

33 12+222 RHS 22.50 11.000 Shop with House

34 12+264 RHS 22.50 5.800 Shop

35 12+283 RHS 22.50 11.200 Shop

36 12+344 RHS 22.50 9.200 D.S.MDismantled & Reconstructed by

Concessionaire

37 12+356 RHS 22.50 11.000 House

38 12+550 LHS 22.50 5.500 CanalDismantled & Relocation by

Cons. In progress

39 12+720 LHS 22.50 9.300 D.S.M

40 12+846 RHS 22.50 11.200 C.R. Compound Wall With Tank

41 12+916 RHS 22.50 9.300 D.S.M Dismantled by Concessionaire

42 12+953 RHS 30.00 7.700 D.S.M

43 13+120 LHS 30.00 14.500 C.R.Compound Wall

44 13+314 RHS 30.00 9.300 D.S.M

45 13+420 RHS 30.00 14.300 D.S.M

46 13+610 LHS 30.00 6.600 Canal

47 14+010 RHS 30.00 13.600 D.S.M

48 14+085 LHS 30.00 11.000 C.R.Wall With Plaster

49 14+184 LHS 30.00 14.300 D.S.M Dismantled by Concessionaire

Dismantled & Reconstructed by

Concessionaire


Concessionaire

BHILWARA - RAJSAMAND TOLLWAY PVT. LIMITED

ENCROACHMENT DETAILS IN EROW

Sl. No. Chainage Side

Existing ROW

Width From

ECL(m)

Distance

From ECL Encroachment Details Remark


Concessionaire

Dismantled by Concessionaire



Concessionaire


Concessionaire

2626




Existing ROW

Width From

ECL(m)

Distance



Concessionaire


52 15+068 RHS 30.00 12.000 Well Dismantled by Concessionaire


54 15+900 LHS 30.00 13.000 C.R.Stone Masonry Canal Dismantled by Concessionaire


Concessionaire


57 19+840 LHS 22.50 5.100 Canal Dismantled by Concessionaire

58 19+961 LHS 30.00 13.700 D.S.M

59 20+043 RHS 30.00 13.400 Septic Tank

60 20+083 RHS 30.00 13.000 Shop & Compound Wall

61 20+100 RHS 30.00 13.700 Open House

62 20+176 RHS 30.00 12.300 Shop & House with Otta

63 20+204 RHS 30.00 8.500 Piyau Tank

64 20+027 LHS 30.00 12.000 C.R. Compound Wall With Gate


66 20+125 LHS 30.00 11.500 Water Tank

67 20+169 LHS 30.00 14.300 C.R. Compound Wall With Gate & G.I Shed

68 23+820 RHS 30.00 10.500 D.S.M

69 25+550 LHS 30.00 8.400 D.S.M

70 25+638 RHS 30.00 13.800 C.R. Compound wall With Gate

71 25+682 RHS 30.00 12.800 D.S.M

72 25+740 LHS 30.00 14.000 House Otta

73 27+290 LHS 30.00 7.200 Police Cabin

74 27+880 RHS 30.00 7.200 C.R. Compound wall with Gate


76 29+560 LHS 30.00 14.300 House Dismantled by Concessionaire



79 29+540 RHS 30.00 9.700 C.R. Compound wall Dismantled by Concessionaire

80 29+620 RHS 30.00 9.500 House Otta

81 29+780 RHS 30.00 11.600 Water Tank Dismantled by Concessionaire

82 29+832 LHS 30.00 9.400 C.R. Compound wall Dismantled by Concessionaire

83 29+850 RHS 30.00 9.100 Bathroom Dismantled by Concessionaire

84 29+930 RHS 30.00 9.000 C.R. Compound wall with Gate Dismantled by Concessionaire


86 30+012 RHS 30.00 12.700 House

87 30+230 RHS 30.00 9.400 Brick wall Dismantled by Concessionaire

88 30+080 RHS 30.00 11.800 House, C.R. Compound wall with Gate

89 30+112 RHS 30.00 14.200 House

90 30+131 LHS 30.00 13.800 Sarai

91 30+450 RHS 30.00 6.400 Tar Fencing

92 31+530 RHS 30.00 6.000 C.R. Compound wall with Plaster

93 31+700 RHS 30.00 11.700 Toilet & Bathroom

94 31+800 RHS 30.00 6.400 C.R. Compound wall and Plaster with Gate

95 31+578 LHS 30.00 13.200 Water Tank

96 31+632 LHS 30.00 14.500 Toilet & Bathroom

97 34+190 RHS 30.00 10.900 Tea Stall

98 35+190 RHS 30.00 6.500 Sima Pillar (Dist. Boarder) Dismantaled

99 35+265 RHS 30.00 12.000 Tea Stall


Concessionaire


Concessionaire


Concessionaire


Concessionaire

2727




Existing ROW

Width From

ECL(m)

Distance


100 37+440 RHS 30.00 14.200 House

101 41+900 LHS 12.50 6.700 Stone Patti Boundary wall Dismantled

102 42+040 RHS 12.50 11.000 Water Tank

103 43+350 RHS 30.00 8.000 Tar Fencing

104 43+710 LHS 30.00 6.100 Stone Patti Boundary wall


106 44+180 RHS 30.00 13.300 House


Concessionaire

108 44+953 LHS 30.00 13.600 G.I. Shad with C.R.Compound wall

109 45+110 LHS 30.00 6.100 Petrol Pump Holding Dismantled & Reconstructed by

Concessionaire

110 46+470 LHS 30.00 13.500 M.S. Gril

111 47+100 RHS 30.00 13.500 Water Tank

112 47+252 LHS 30.00 8.800 Brick wall with Gate

113 47+286 RHS 30.00 8.500 D.S.M

114 47+370 LHS 30.00 8.000 G.I. Shad with Otta

115 47+318 RHS 30.00 8.000 Drain

116 47+416 RHS 30.00 14.700 House and Shop with Gate

117 47+455 RHS 30.00 11.700 House

118 47+497 RHS 30.00 9.200 House wigh stone patti roof

119 47+518 RHS 30.00 7.600 Shop wigh stone patti roof

120 47+555 RHS 30.00 9.500 C.R. Compound wall with gate & Gril

121 47+605 RHS 30.00 7.600 C.R. Compound wall

122 47+407 LHS 30.00 7.000 D.S.M

123 47+484 LHS 30.00 7.300 C.R. Compound wall with Gate

124 47+540 LHS 30.00 9.500 Compound wall with Gate


126 47+692 LHS 22.50 11.400 G.I. Shad

127 47+707 LHS 22.50 11.200 D.S.M. wall with Gate

128 47+790 LHS 22.50 10.000 Shop

129 47+870 LHS 22.50 12.000 C.R.Compound wall with Gate

130 47+908 LHS 22.50 11.000 Otta Platform by Stone Patti

131 47+650 RHS 22.50 8.000 Vehicle Ramp for shop

132 47+738 RHS 22.50 9.400 Shop with Otta with G.I. Shad

133 47+800 RHS 22.50 10.600 Bus Stand

134 48+000 RHS 22.50 12.200 D.S.M with Gate

135 48+205 RHS 22.50 11.000 Water Tank

136 48+540 LHS 22.50 12.300 Water Tank

137 49+200 RHS 30.00 13.500 Tea Stand

138 49+545 RHS 30.00 13.000 Kitchen Stand with Water Tank

139 50+050 LHS 30.00 13.000 C.R. Stone Compound wall with Gate

140 50+785 RHS 30.00 11.200 D.S.M

141 51+250 RHS 30.00 12.900 Compound wall & Water Tank

142 52+088 RHS 30.00 13.400 Water Tank

143 52+365 LHS 30.00 14.300 D.S.M

144 52+760 LHS 30.00 11.900 D.S.M

145 53+260 RHS 30.00 14.000 G.I. Shad & Hotal Compound wallDismantled & Reconstructed by

Concessionaire

146 54+351 RHS 30.00 9.700 Water Tank

147 54+360 LHS 30.00 12.000 D.S.M

148 54+507 RHS 30.00 12.200 Bus Stand

149 54+539 RHS 30.00 14.000 House with Gate

150 54+550 LHS 30.00 9.500 D.S.M

151 54+675 RHS 30.00 12.500 House (Stone Masonry)

152 54+855 RHS 30.00 12.500 D.S.M

153 54+902 LHS 30.00 6.500 Canal


Concessionaire


Concessionaire


Concessionaire


Concessionaire


Concessionaire

2828




Existing ROW

Width From

ECL(m)

Distance


154 56+445 LHS 30.00 14.300 House

155 59+850 LHS 30.00 13.000 House & Compound wall

156 59+960 LHS 30.00 12.500 D.S.M


158 63+320 LHS 22.50 12.300 D.S.M

159 65+433 LHS 30.00 12.000 D.S.M

160 65+818 RHS 30.00 9.200 D.S.M

161 65+953 RHS 30.00 5.200 Canal

162 71+235 LHS 30.00 11.000 D.S.M

163 71+585 LHS 30.00 12.300 Water Tank

164 71+700 RHS 30.00 6.200 Canal

165 73+050 RHS 30.00 6.600 Water Tank

166 73+230 RHS 30.00 8.000 D.S.M

167 73+350 RHS 30.00 7.300 D.S.M

168 73+490 LHS 30.00 9.000 C.R.wall

169 73+800 LHS 22.50 13.000 Pump House & Electric Room

170 74+035 LHS 22.50 6.800 C.R. Masonry

171 74+160 LHS 22.50 11.000 Tea Stall Stand

172 74+244 LHS 22.50 11.800 Water Tank

173 74+282 LHS 22.50 6.800 C.R. wall & Gate

174 74+329 LHS 22.50 6.800 Compound wall

175 74+395 LHS 22.50 7.200 C.R. wall

176 74+461 LHS 22.50 11.500 C.R. wall up to Plinth Level

177 74+496 LHS 22.50 14.300 Shop & Otta

178 74+505 LHS 12.50 13.500 Shop & Otta

179 74+514 LHS 12.50 12.300 Vishram Ghar

180 74+528 LHS 12.50 13.300 Toilet Bathroom

181 74+815 LHS 22.50 13.200 Gurla village Pond R.E.Wall

182 74+122 RHS 22.50 9.800 Compound wall with gate

183 74+175 RHS 11.50 Bore Well

184 74+212 RHS 22.50 9.000 House Brick Compound wall with Plaster

185 74+874 LHS 22.50 10.000 C.R. wall

186 75+005 LHS 22.50 8.000 Building Didmantaled

187 75+150 RHS 22.50 5.000 Canal

188 75+185 RHS 22.50 9.000 Canal

189 75+510 RHS 30.00 12.000 Canal


191 76+490 LHS 30.00 12.400 C.R. Compound wall Plaster with Gate

192 77+780 RHS 30.00 11.500 Water Tank with Stand & Borewell


194 79+390 RHS 30.00 9.700 D.S.M

195 79+422 RHS 30.00 13.000 House

196 79+444 RHS 30.00 11.200 House

197 79+460 LHS 30.00 6.700 C.R. wall upto Plinth

198 79+538 RHS 30.00 5.800 Water Chamber

199 79+570 LHS 22.50 10.600 Room


201 79+805 LHS 22.50 12.700 Water Tank

202 80+000 LHS 22.50 8.000 D.S.M

203 80+320 LHS 22.50 10.000 D.S.M

204 80+372 RHS 22.50 10.700 Security Cabin

205 80+445 LHS 22.50 11.000 D.S.M

Note : Number of structures/water booths/DSM/Stone Masonary walls are reconstructed by Concessionaire


Concessionaire


Concessionaire


Concessionaire


Concessionaire


Concessionaire

2929

1 0+230 RHS 45.00 22.50 StepsDismantled & Reconstructed by

Concessionaire



40+340 LHS 45.00

22.50C.R. Compound wall


Concessionaire

5 0+695 LHS 45.00 22.50 Bus Stand Dismantled by Concessionaire

6 1+650 RHS 45.00 22.50 D.S.M

7 1+736 RHS 45.00 30.00 C.R. wall with Net Dismantled by Concessionaire

8 1+880 LHS 45.00 30.00 Building

9 2+890 RHS 45.00 22.50 Drainage (Canal) Dismantled by Concessionaire


11 3+420 RHS 45.00 30.00 Electric Room & wall Dismantled by Concessionaire

12 3+470 LHS 45.00 30.00 Service Station


14 4+055 LHS 45.00 30.00 House Otta Dismantled by Concessionaire

15 4+280 LHS 45.00 22.50 Electric Room with Well Dismantled by Concessionaire

16 4+460 RHS 45.00 22.50 C.R.Compound wall Dismantled by Concessionaire


18 4+730 LHS 45.00 22.50 C.R.Compound wall with Gate Dismantled by Concessionaire

19 4+930 LHS 45.00 17.50 Electric Room Dismantled by Concessionaire

20 4+930 LHS 45.00 17.50 Water Tank Dismantled by Concessionaire


22 5+004 RHS 45.00 17.50 Canal Dismantled by Concessionaire

23 5+080 LHS 45.00 17.50 C.R. Compound wall with Plaster & Gate Dismantled by Concessionaire


25 5+326 RHS 45.00 22.50 C.R. Compound wall with House Dismantled by Concessionaire

26 5+400 RHS 45.00 22.50 Well with Electric Room & Temple Dismantled by Concessionaire

27 5+455 LHS 45.00 22.50 Well Dismantled by Concessionaire

285+455 LHS 45.00

22.50Water Tank


Concessionaire

29 5+464 LHS 45.00 22.50 Electric Room with Pump House Dismantled by Concessionaire

30 5+550 RHS 45.00 22.50 Well & Water Tank Dismantled by Concessionaire

31 5+685 RHS 45.00 22.50 Sri Ram Bhojanalai Kitchen Stand Dismantled by Concessionaire

32 5+695 LHS 45.00 22.50 Well Dismantled by Concessionaire

33 5+857 RHS 45.00 30.00 Kitchen Stand Dismantled by Concessionaire

34 5+920 RHS 45.00 30.00 Building Compound wall with Gate Dismantled by Concessionaire


36 5+983 RHS 45.00 30.00 D.S.M Wall Dismantled by Concessionaire

37 6+300 LHS 45.00 30.00 D.S.M Wall with Gate Dismantled by Concessionaire

38 6+377 RHS 45.00 30.00 D.S.M Wall Dismantled by Concessionaire

39 6+412 RHS 45.00 30.00 D.S.M Wall

40 6+410 RHS 45.00 30.00 Canal

41 6+492 RHS 45.00 30.00 Water Tank

42 6+942 LHS 45.00 30.00 D.S.M. Wall

43 6+900 RHS 45.00 30.00 D.S.M. Wall


Concessionaire


Concessionaire


STRUCTURE FALLING WITHIN PROW & EROW

Sr. No.Existing

KMSide

PROW

Width

From

Distance

From ECL

Structure Falling Within PROW

& EROW Remark

3030



Sr. No.Existing

KMSide

PROW

Width

From

Distance

From ECL


& EROW Remark


45 7+800 RHS 45.00 30.00 House with D.S.M. Wall

46 7+820 LHS 45.00 30.00 D.S.M. Wall with Gate Dismantled by Concessionaire

47 7+902 LHS 45.00 30.00 Old House and Well Dismantled by Concessionaire

48 7+920 RHS 45.00 30.00 Canal

49 7+947 LHS 45.00 30.00 Canal


51 9+500 RHS 45.00 22.50 Canal Dismantled by Concessionaire



54 10+930 LHS 45.00 30.00 Canal

55 11+118 LHS 45.00 22.50 D.S.M. Wall

56 11+100 RHS 45.00 22.50 C.R.Compound wall with Gate




6011+790 LHS 45.00

22.50C.R.Compound wall, Master Gate With Grill Dismantled by Concessionaire

61 11+830 RHS 45.00 22.50 D.S.M. Wall, Gate With House Dismantled by Concessionaire

6211+830 RHS 45.00

22.50Canal

Dismantled & Relocation by Cons.

In progress


64 11+900 LHS 45.00 22.50 Shopping Complex

65 11+950 RHS 45.00 22.50 Well

66 11+950 LHS 45.00 22.50 C.R.Stone Masonry With Polish

67 11+960 LHS 45.00 22.50 D.S.M

68 12+190 LHS 26.00 22.50 House with Shop

69 12+207 LHS 26.00 22.50 D.S.M

70 12+214 LHS 26.00 22.50 House

71 12+220 LHS 26.00 22.50 House G+1

72 12+229 LHS 26.00 22.50 C.R. Compound wall with Water Tank

73 12+234 LHS 26.00 22.50 House

74 12+237 LHS 26.00 22.50 Shop

75 12+253 LHS 26.00 22.50 Shop

76 12+259 LHS 26.00 22.50 Shop

77 12+270 LHS 26.00 22.50 Shop

78 12+273 LHS 26.00 22.50 House With Compound wall

79 12+285 LHS 26.00 22.50 Shop & House

80 12+293 LHS 26.00 22.50 House

81 12+295 LHS 26.00 22.50 Compound wall with Shop

82 12+315 LHS 26.00 22.50 Shop

83 12+320 LHS 26.00 22.50 Shop with Gate

84 12+330 LHS 26.00 22.50 Shop

85 12+336 LHS 26.00 22.50 Shop

86 12+343 LHS 26.00 22.50 C.R.Wall Upto Plinth Level



Concessionaire


Concessionaire


Concessionaire


Concessionaire

3131



Sr. No.Existing

KMSide

PROW

Width

From

Distance

From ECL


& EROW Remark

8712+366 LHS 26.00

22.50C.R.Compound Wall With Gate (School)



90 12+388 LHS 26.00 22.50 School Room

91 12+410 LHS 26.00 22.50 School Room

92 12+417 LHS 26.00 22.50 School Compound Wall

93 12+420 LHS 26.00 22.50 D.S.M

9412+460 LHS 26.00

22.50D.S.M


Concessionaire

95 12+200 RHS 26.00 22.50 Bus Stand





100 12+264 RHS 26.00 22.50 Shop

101 12+278 RHS 26.00 22.50 House

102 12+282 RHS 26.00 22.50 House

103 12+283 RHS 26.00 22.50 Shop

104 12+311 RHS 26.00 22.50 Sarai

105 12+325 RHS 26.00 22.50 House

10612+344 RHS 26.00

22.50D.S.M


Concessionaire

107 12+355 RHS 26.00 22.50 C.R. Compound Wall

108 12+355 RHS 26.00 22.50 Water Tank

109 12+356 RHS 26.00 22.50 House

110 12+450 RHS 26.00 22.50 CanalDismantled & Relocation by Cons.

In progress111 12+500 RHS 26.00 22.50 D.S.M Dismantled

112 12+550 LHS 60.00 22.50 CanalDismantled & Relocation by Cons.

In progress113 12+700 LHS 60.00 22.50 Well Dismantled

114 12+721 LHS 60.00 22.50 D.S.M

115 12+720 LHS 60.00 22.50 D.S.M

116 12+818 RHS 60.00 22.50 C.R. Compound Wall With Gate

117 12+750 LHS 60.00 22.50 D.S.M

118 12+846 RHS 60.00 22.50 C.R. Compound Wall With Tank

119 12+839 LHS 60.00 22.50 D.S.M

120 12+839 LHS 60.00 22.50 C.R. Compound Wall With Gate Dismantled by Concessionaire





Concessionaire


126 13+075 LHS 60.00 30.00 D.S.M

127 13+120 LHS 60.00 30.00 C.R.Compound Wall

128 13+160 RHS 60.00 30.00 D.S.M


Concessionaire

Dismantled & Reconstructed by3232



Sr. No.Existing

KMSide

PROW

Width

From

Distance

From ECL


& EROW Remark

129 13+215 RHS 60.00 30.00 D.S.M

130 13+314 RHS 60.00 30.00 D.S.M

131 13+344 RHS 60.00 30.00 D.S.M

132 13+383 RHS 60.00 30.00 Water Tank With Piav (Parch)

133 13+420 RHS 60.00 30.00 D.S.M

134 13+520 RHS 60.00 30.00 D.S.M

135 13+610 RHS 60.00 30.00 Canal

136 13+610 LHS 60.00 30.00 Canal

137 14+016 RHS 60.00 30.00 Water Tank

138 14+016 RHS 60.00 30.00 Water Tank

13914+010 RHS 60.00

30.00D.S.M


Concessionaire

140 13+980 LHS 60.00 30.00 D.S.M

141 14+035 LHS 60.00 30.00 D.S.M

142 14+085 LHS 60.00 30.00 C.R.Wall With Plaster

14314+066 RHS 60.00

30.00D.S.M

144 14+097 RHS 60.00 30.00 D.S.M

145 14+184 LHS 60.00 30.00 D.S.M

14614+232 RHS 60.00

30.00D.S.M


Concessionaire

147 14+315 LHS 60.00 30.00 Well

148 14+390 RHS 60.00 30.00 D.S.M

149 14+416 RHS 60.00 30.00 D.S.M

150 14+425 RHS 60.00 30.00 D.S.M

151 14+670 LHS 60.00 30.00 D.S.M

152 15+062 RHS 60.00 30.00 D.S.M. Kelu House

153 15+068 RHS 60.00 30.00 D.S.M

154 15+068 RHS 60.00 30.00 Well

155 15+205 LHS 60.00 30.00 House, Compound Wall With GrilDismantled & Reconstructed by

Concessionaire

15615+146 RHS 60.00

30.00Shop


Concessionaire

157 15+320 LHS 60.00 30.00 D.S.M

158 15+410 LHS 60.00 30.00 D.S.M

159 15+660 LHS 60.00 30.00 D.S.M

160 15+900 LHS 60.00 30.00 C.R.Stone Masonry Canal Dismantled by Concessionaire

16116+452 LHS 60.00

30.00Drainage with Plaster including Culvert


Concessionaire


16318+950 RHS 60.00

30.00D.S.M


Concessionaire

164 18+970 LHS 60.00 30.00 Electric Meter Room Dismantled by Concessionaire

165 19+060 RHS 60.00 30.00 Shop with Building Dismantled by Concessionaire

166 19+080 RHS 60.00 30.00 D.S.M

167 19+087 RHS 60.00 30.00 Shopping Complex

168 19+730 LHS 60.00 22.50 C.R.Compound Wall With Plaster Dismantled by Concessionaire


Concessionaire


Concessionaire


Concessionaire


Concessionaire


Concessionaire

3333



Sr. No.Existing

KMSide

PROW

Width

From

Distance

From ECL


& EROW Remark

16919+840 LHS 60.00

22.50Canal


Concessionaire

17019+940 RHS 60.00

30.00Canal


Concessionaire

171 19+943 LHS 60.00 30.00 House

172 19+961 LHS 60.00 30.00 D.S.M

173 20+020 RHS 60.00 30.00 Shopping Complex

174 20+035 LHS 60.00 30.00 C.R. Masonry Otta

175 20+043 RHS 60.00 30.00 Septic Tank

176 20+066 RHS 60.00 30.00 House G+1

177 20+045 LHS 60.00 30.00 House

178 20+083 RHS 60.00 30.00 Shop & Compound Wall

179 20+089 RHS 60.00 30.00 House & Shop

180 20+095 RHS 60.00 30.00 Water Tank

181 20+109 RHS 60.00 30.00 House & Shop

182 20+170 RHS 60.00 30.00 Shop & House

183 20+176 RHS 60.00 30.00 Shop & House with Otta

184 20+200 RHS 60.00 30.00 Shop & House

185 20+205 RHS 60.00 30.00 Piyau Tank Room

186 20+204 RHS 60.00 30.00 Piyau Tank

187 20+225 RHS 60.00 30.00 Shop

188 20+230 RHS 60.00 30.00 Shop With Otta


190 20+074 LHS 60.00 30.00 C.R. Compound Wall

191 20+085 LHS 60.00 30.00 STD Both


193 20+100 LHS 60.00 30.00 Shop With Otta

194 20+114 LHS 60.00 30.00 Water Tank With C.R. Compound Wall

195 20+125 LHS 60.00 30.00 Water Tank

196 20+149 LHS 60.00 30.00 D.S.M

197 20+160 LHS 60.00 30.00 House

198 20+169 LHS 60.00 30.00 C.R. Compound Wall With Gate & G.I Shed

199 20+190 LHS 60.00 30.00 House Otta

200 20+200 LHS 60.00 30.00 Shop

201 23+820 RHS 60.00 30.00 D.S.M

202 25+020 RHS 60.00 30.00 Canal

203 25+020 LHS 60.00 30.00 Canal

204 25+550 LHS 60.00 30.00 D.S.M

205 25+592 LHS 60.00 30.00 Water Tank

206 25+592 LHS 60.00 30.00 Water Tank

207 25+638 RHS 60.00 30.00 C.R. Compound wall With Gate Dismantled by Concessionaire


209 25+710 LHS 60.00 30.00 Water Tank With Bothroom Dismantled by Concessionaire





Concessionaire

3434



Sr. No.Existing

KMSide

PROW

Width

From

Distance

From ECL


& EROW Remark

213 25+740 LHS 60.00 30.00 House Otta


21527+225 RHS 60.00

30.00Water Tank


Concessionaire

216 27+290 LHS 60.00 30.00 Police Cabin Dismantled by Concessionaire

21727+400 LHS 60.00

30.00D.S.M


Concessionaire


21927+880 RHS 60.00

30.00C.R. Compound wall with Gate


Concessionaire

22027+960 LHS 60.00

30.00Canal


Concessionaire

22127+960 RHS 60.00

30.00Canal


Concessionaire

22229+466 LHS 26.00

30.00Canal


Concessionaire

223 29+530 LHS 26.00 30.00 C.R. Compound wall with GateDismantled & Reconstructed by

Concessionaire

224 29+548 LHS 26.00 30.00 C.R. Compound wall & Plaster with GateDismantled & Reconstructed by

Concessionaire

225 29+560 LHS 26.00 30.00 HouseDismantled & Reconstructed by

Concessionaire226 29+565 LHS 26.00 30.00 House


Concessionaire227 29+571 LHS 26.00 30.00 C.R. Compound wall & Plaster with Gate














Concessionaire234 29+540 RHS 26.00 30.00 C.R. Compound wall


Concessionaire235 29+551 RHS 26.00 30.00 C.R. Wall Upto Plinth Level


Concessionaire236 29+552 RHS 26.00 30.00 House Otta


Concessionaire237 29+620 RHS 26.00 30.00 House Otta


Concessionaire238 29+635 RHS 26.00 30.00 House


Concessionaire239 29+638 RHS 26.00 30.00 House


Concessionaire240 29+780 RHS 60.00 30.00 Water Tank Dismantled by Concessionaire

241 29+820 LHS 60.00 30.00 C.R. Wall

242 29+820 LHS 60.00 30.00 House


244 29+833 LHS 60.00 30.00 House with Gate

245 29+820 RHS 60.00 30.00 House

246 29+850 RHS 60.00 30.00 Bathroom Dismantled by Concessionaire





251 29+960 RHS 60.00 30.00 Bricks Wall Dismantled by Concessionaire

252 29+662 RHS 60.00 30.00 D.S.M

3535



Sr. No.Existing

KMSide

PROW

Width

From

Distance

From ECL


& EROW Remark

253 29+975 RHS 60.00 30.00 Compound wall with Gate


255 30+012 RHS 60.00 30.00 House

256 30+000 RHS 60.00 30.00 D.S.M

257 30+027 RHS 60.00 30.00 D.S.M

258 30+230 RHS 60.00 30.00 Brick wall Dismantled by Concessionaire

259 30+038 RHS 60.00 30.00 C.R.Compound wall

260 30+065 RHS 60.00 30.00 House



263 30+107 RHS 60.00 30.00 House

264 30+112 RHS 60.00 30.00 House

265 30+093 LHS 60.00 30.00 House, Shop with Otta

266 30+120 LHS 60.00 30.00 House, C.R. Compound wall with Gate

267 30+131 LHS 60.00 30.00 Sarai


269 30+435 RHS 60.00 30.00 Main Gate Dismantled by Concessionaire

27030+450 RHS 60.00

30.00Tar Fencing


Concessionaire

271 31+620 LHS 60.00 30.00 C.R. Wall with Otta

272 31+150 LHS 60.00 30.00 Drainage


274 31+550 RHS 60.00 30.00 Panchayat Board Dismantled by Concessionaire

275 31+610 RHS 60.00 30.00 C.R. Compound wall with Otta

276 31+700 RHS 60.00 30.00 Toilet & Bathroom

277 31+707 RHS 60.00 30.00 Water TankDismantled & Reconstructed by

Concessionaire

27831+730 RHS 60.00

30.00C.R. Wall and Plaster with Gate Dismantled by Concessionaire

27931+800 RHS 60.00 30.00 C.R. Compound wall and Plaster with Gate Dismantled by Concessionaire

280 31+840 RHS 60.00 30.00 Drainage Dismantled by Concessionaire

281 31+566 RHS 60.00 30.00 G.I. Shed with Otta

282 31+578 LHS 60.00 30.00 Water Tank


284 31+625 LHS 60.00 30.00 House


286 31+652 LHS 60.00 30.00 P.C.C. Platform

287 31+840 LHS 60.00 30.00 Drainage

28834+190 RHS 60.00

30.00Tea Stall


Concessionaire

289 31+190 RHS 60.00 30.00 Existing Approch Culvert Head wall

290 35+190 LHS 60.00 30.00 Sima Pillar (Dist. Boarder)

291 35+190 RHS 60.00 30.00 Sima Pillar (Dist. Boarder) Dismantled by Concessionaire

292 35+250 LHS 60.00 30.00 Pakka Otta (Drinking Water Supply) Dismantled by Concessionaire

293 35+250 RHS 60.00 30.00 Brick Coolum Dismantled by Concessionaire

294 35+265 RHS 60.00 30.00 Tea Stall Dismantled by Concessionaire

3636



Sr. No.Existing

KMSide

PROW

Width

From

Distance

From ECL


& EROW Remark

29537+430 RHS 60.00

30.00C.R.Masonry with Plaster


Concessionaire

296 37+430 RHS 60.00 30.00 House Dismantled


298 38+730 RHS 60.00 30.00 Sangas Bus Stop Dismantled

299 38+730 RHS 60.00 30.00 Tea Stall (Stand) Dismantled



302 41+970 LHS 60.00 12.50 C.R. Compound wall with Gate Dismantled



305 43+340 RHS 60.00 30.00 D.S.M Dismantled

30643+350 RHS 60.00

30.00Tar Fencing


Concessionaire

307 43+700 RHS 60.00 30.00 Gate Dismantled by Concessionaire


30943+710 LHS 60.00

30.00Stone Patti Boundary wall


Concessionaire





314 44+140 RHS 60.00 30.00 Canal Dismantled

315 44+180 RHS 60.00 30.00 House Dismantled by Concessionaire

316 44+180 RHS 60.00 30.00 Approach Head wall (2 Nos) Dismantled by Concessionaire


31844+288 LHS 60.00

30.00D.S.M


Concessionaire


320 44+327 LHS 60.00 30.00 D.S.M Dismantled

321 44+953 LHS 60.00 30.00 G.I. Shad with C.R.Compound wall Dismantled by Concessionaire

32245+005 LHS 60.00

30.00C.R. Compound wall with plaster


Concessionaire

323 44+992 RHS 60.00 30.00 Bus Stop (Sarai) Dismantled by Concessionaire

32445+110 LHS 60.00

30.00Petrol Pump Holding


Concessionaire


326 46+468 LHS 60.00 30.00 Weigh Bridge Otta Dismantled by Concessionaire

327 46+470 LHS 60.00 30.00 M.S. Gril Dismantled by Concessionaire


329 47+090 RHS 60.00 30.00 Gate with D.S.M Dismantled by Concessionaire

330 47+100 RHS 60.00 30.00 Water Tank

331 47+160 RHS 60.00 30.00 D.S.M




3737



Sr. No.Existing

KMSide

PROW

Width

From

Distance

From ECL


& EROW Remark

33547+280 RHS 26.00

30.00D.S.M


Concessionaire



338 47+350 LHS 26.00 30.00 Water Tank

339 47+370 LHS 26.00 30.00 G.I. Shad with Otta

340 47+360 RHS 26.00 30.00 C.R.wall with Gate

341 47+374 RHS 26.00 30.00 Brick Compound wall with Gate

342 47+318 RHS 26.00 30.00 Drain

343 47+395 RHS 26.00 30.00 House and Otta

344 47+403 RHS 26.00 30.00 House

345 47+416 RHS 26.00 30.00 House and Shop with Gate

346 47+426 RHS 26.00 30.00 Shop with Otta

347 47+440 RHS 26.00 30.00 Brick wall with Gate

348 47+455 RHS 26.00 30.00 House


350 47+472 RHS 26.00 30.00 Pakka Brick House with Roof and Gate

351 47+497 RHS 26.00 30.00 House wigh stone patti roof

352 47+505 RHS 26.00 30.00 House & Shop

353 47+512 RHS 26.00 30.00 Soil wall

354 47+518 RHS 26.00 30.00 Shop wigh stone patti roof

355 47+520 RHS 26.00 30.00 House with Tea Shop

356 47+534 RHS 26.00 30.00 Shop with Stone patti roof

357 47+555 RHS 26.00 30.00 C.R. Compound wall with gate & Gril

358 47+576 RHS 26.00 30.00 Water Tank

359 47+595 RHS 26.00 30.00 Shop Varanda with Stone Roof



362 47+395 LHS 26.00 30.00 Water Tank

363 47+407 LHS 26.00 30.00 D.S.M

364 47+420 LHS 26.00 30.00 D.S.M

365 47+475 LHS 26.00 30.00 Varanda with Water Tank


367 47+520 LHS 26.00 30.00 Tea House

368 47+520 LHS 26.00 30.00 Bus Stand

369 47+540 LHS 26.00 30.00 Compound wall with Gate

370 47+540 LHS 26.00 30.00 Security Cabin

371 47+575 LHS 26.00 30.00 Shop


373 47+599 LHS 26.00 30.00 Panchayat Otta


375 47+692 LHS 26.00 22.50 G.I. Shad

376 47+696 LHS 26.00 22.50 Brick wall

377 47+700 LHS 26.00 22.50 Otta with G.I.Shad

378 47+707 LHS 26.00 22.50 D.S.M. wall with Gate

379 47+737 LHS 26.00 22.50 Compound wall with Water Tank


3838



Sr. No.Existing

KMSide

PROW

Width

From

Distance

From ECL


& EROW Remark

381 47+790 LHS 26.00 22.50 Shop

382 47+802 LHS 26.00 22.50 Shop with Varanda

383 47+819 LHS 26.00 22.50 D.S.M


385 47+898 LHS 26.00 22.50 Water Tank with C.R. Compound wall

386 47+902 LHS 26.00 22.50 Water Tank

387 47+908 LHS 26.00 22.50 Otta Platform by Stone Patti

388 47+923 LHS 26.00 22.50 Shop

389 47+916 LHS 26.00 22.50 C.R. Wall upto Plinth Level

390 47+650 RHS 26.00 22.50 Vehicle Ramp for shop

391 47+680 RHS 26.00 22.50 Compound wall with Gate & Otta

39247+710 RHS 26.00

22.50Shop with Compound wall & Small House

393 47+738 RHS 26.00 22.50 Shop with Otta with G.I. Shad

394 47+763 RHS 26.00 22.50 Water Tank


396 47+800 RHS 26.00 22.50 Bus Stand

397 47+940 RHS 26.00 22.50 D.S.M with Gate


399 48+000 RHS 60.00 22.50 D.S.M with Gate Dismantled


401 48+105 RHS 60.00 22.50 Shop & Compound wall Dismantled

402 48+205 RHS 60.00 22.50 Water Tank Dismantled

403 48+600 RHS 60.00 22.50 Tar Fencing & Gate Dismantled


405 48+540 LHS 60.00 22.50 Water Tank Dismantled

406 48+520 LHS 60.00 22.50 Compound wall & Water Supply Line Dismantled

407 48+563 LHS 60.00 22.50 Building Dismantled

408 49+200 RHS 60.00 30.00 Tea Stand Dismantled

40949+370 LHS 60.00

30.00Water Tank


Concessionaire

410 49+475 RHS 60.00 30.00 Tea Stall Dismantled

411 49+545 RHS 60.00 30.00 Kitchen Stand with Water Tank Dismantled


413 50+098 RHS 60.00 30.00 C.R. Compound wall Dismantled

414 50+050 LHS 60.00 30.00 C.R. Stone Compound wall with Gate Dismantled

415 50+780 LHS 60.00 30.00 Gate Dismantled

416 50+785 LHS 60.00 30.00 Tea Stall with Stand

417 50+785 RHS 60.00 30.00 D.S.M

418 50+840 LHS 60.00 30.00 Well

419 51+118 RHS 60.00 30.00 Water Tank & Compound wall with Gate

420 51+250 RHS 60.00 30.00 Compound wall & Water Tank

421 51+480 LHS 60.00 30.00 House

422 51+584 RHS 60.00 30.00 D.S.M

423 52+088 RHS 60.00 30.00 Water Tank

424 52+140 LHS 60.00 30.00 D.S.M




428 52+615 LHS 60.00 30.00 C.R. Stone Wall Dismantled



Concessionaire

3939



Sr. No.Existing

KMSide

PROW

Width

From

Distance

From ECL


& EROW Remark

430 52+900 LHS 60.00 30.00 C.R.Wall with Gate Dismantled

431 53+102 RHS 60.00 30.00 Gate Dismantled

432 53+260 RHS 60.00 30.00 G.I. Shad & Hotal Compound wall Dismantled





437 54+450 RHS 60.00 30.00 C.R.Compound wall with Gate Dismantled


439 54+388 LHS 60.00 30.00 C.R. Stone wall Dismantled

440 54+470 RHS 60.00 30.00 C.R. Stone wall Dismantled

441 54+507 RHS 60.00 30.00 Bus Stand Dismantled

442 54+530 LHS 60.00 30.00 Shop & Water Tank Dismantled

443 54+534 LHS 60.00 30.00 D.S.M. with Gate Dismantled

444 54+539 RHS 60.00 30.00 House with Gate Dismantled




448 54+620 LHS 60.00 30.00 C.R. Compound wall with Gate Dismantled

449 54+624 RHS 60.00 30.00 C.R. Compound wall Dismantled

450 54+675 RHS 60.00 30.00 House (Stone Masonry) Dismantled




454 54+906 RHS 60.00 30.00 Canal

455 54+902 LHS 60.00 30.00 Canal



458 56+445 LHS 60.00 30.00 House Dismantled

459 59+318 LHS 60.00 30.00 Well Filled

460 59+750 RHS 60.00 30.00 School ,Compound wall Dismantled & Reconstructed by

Concessionaire461 59+850 LHS 60.00 30.00 House & Compound wall Dismantled

462 59+900 LHS 60.00 30.00 House & D.S.M Dismantled



465 60+700 LHS 60.00 30.00 C.R. Boundary wall

466 61+353 RHS 60.00 22.50 Soil wall


468 61+371 RHS 60.00 22.50 G.I.Shad with Otta

469 61+435 RHS 60.00 22.50 Water Line Chamber

470 61+320 RHS 60.00 22.50 D.S.M

471 64+045 RHS 60.00 30.00 Drain Culvert Approach

472 64+180 LHS 60.00 30.00 Canal

473 65+433 LHS 60.00 30.00 D.S.M

474 65+550 LHS 60.00 30.00 D.S.M

475 65+610 LHS 60.00 30.00 D.S.M

476 65+818 RHS 60.00 30.00 D.S.M

477 65+855 RHS 60.00 30.00 D.S.M

478 65+953 LHS 60.00 30.00 Canal

479 65+953 RHS 60.00 30.00 Canal

480 66+715 RHS 60.00 30.00 Water Tank


Concessionaire


Concessionaire


Concessionaire

4040



Sr. No.Existing

KMSide

PROW

Width

From

Distance

From ECL


& EROW Remark

48171+105 RHS 60.00

30.00D.S.M

482 71+235 LHS 60.00 30.00 D.S.M

483 71+355 LHS 60.00 30.00 D.S.M

484 71+500 LHS 60.00 30.00 D.S.M

485 71+585 LHS 60.00 30.00 Water Tank

486 71+640 RHS 60.00 30.00 C.R.wall

487 71+680 RHS 60.00 30.00 D.S.M

488 71+700 RHS 60.00 30.00 Canal

489 71+740 LHS 60.00 30.00 Bus Stand with Otta

490 71+960 LHS 60.00 30.00 C.R. Stone wall with Gate

491 73+050 RHS 60.00 30.00 Water Tank

492 73+110 LHS 60.00 30.00 Water Tank

493 73+260 LHS 60.00 30.00 Water Tank

494 73+230 RHS 60.00 30.00 D.S.M

495 73+420 LHS 60.00 30.00 Water Tank

496 73+420 LHS 60.00 30.00 Water Tank

497 73+350 RHS 60.00 30.00 D.S.M

498 73+485 LHS 60.00 30.00 C.R.wall with Gate

499 73+540 RHS 60.00 30.00 D.S.M

500 73+490 LHS 60.00 30.00 C.R.wall

501 73+554 LHS 60.00 30.00 Gate & Pillar

502 73+660 LHS 60.00 30.00 Water Tank

503 73+800 LHS 60.00 22.50 Pump House & Electric Room

504 73+805 LHS 60.00 22.50 Water Tank

505 73+807 LHS 60.00 22.50 D.S.M

506 74+035 LHS 26.00 22.50 C.R. Masonry

507 74+075 LHS 26.00 22.50 C.R. Masonry

508 74+133 LHS 26.00 22.50 Service Station Dismantaled

509 74+160 LHS 26.00 22.50 Tea Stall Stand Dismantaled

510 74+223 LHS 26.00 22.50 C.R. Compound & Gate

511 74+230 LHS 26.00 22.50 House & Shop

512 74+244 LHS 26.00 22.50 Water Tank

513 74+246 LHS 26.00 22.50 House

514 74+277 LHS 26.00 22.50 D.S.M

515 74+282 LHS 26.00 22.50 C.R. wall & Gate

516 74+305 LHS 26.00 22.50 Shop & House Otta

517 74+321 LHS 26.00 22.50 House & Otta

518 74+329 LHS 26.00 22.50 Compound wall

519 74+325 LHS 26.00 22.50 Water Tank

520 74+367 LHS 26.00 22.50 Water Pyaui

521 74+395 LHS 26.00 22.50 C.R. wall


523 74+450 LHS 26.00 22.50 Animal's Hospital


525 74+480 LHS 26.00 22.50 Pump House

526 74+493 LHS 26.00 22.50 Shop & Otta

527 74+496 LHS 26.00 22.50 Shop & Otta

528 74+499 LHS 26.00 22.50 Shop & Otta

529 74+502 LHS 26.00 12.50 Shop & Otta

530 74+505 LHS 26.00 12.50 Shop & Otta

531 74+508 LHS 26.00 12.50 Shop & Otta


Concessionaire

4141



Sr. No.Existing

KMSide

PROW

Width

From

Distance

From ECL


& EROW Remark

532 74+511 LHS 26.00 12.50 Shop & Otta

533 74+514 LHS 26.00 12.50 Vishram Gruh

534 74+520 LHS 26.00 12.50 Shop & Otta

535 74+525 LHS 26.00 12.50 Bus Stand

536 74+528 LHS 26.00 12.50 Toilet Bathroom

537 74+530 LHS 26.00 12.50 Well

538 74+700 LHS 26.00 12.50 Gurla village Pond Stone Masonry wall Dismantaled

539 74+815 LHS 26.00 22.50 Gurla village Pond R.E.Wall Dismantaled

540 74+827 LHS 26.00 22.50 Gurla village Pond R.E.Wall Dismantaled



543 74+151 RHS 26.00 22.50 Animal Hospital Compound wall Dismantaled

54474+169 RHS 26.00

22.50Compound wall upto Plinth


Concessionaire

545 74+180 RHS 26.00 22.50 Canal (Drainage) Dismantaled

546 74+195 RHS 26.00 22.50 Otta (House) C.R. Upto Plinth

54774+212 RHS 26.00

22.50House Brick Compound wall with Plaster

548 74+228 RHS 26.00 22.50 D.S.M

549 74+236 RHS 26.00 22.50 Compound wall

550 74+874 LHS 26.00 22.50 C.R. wall

551 74+960 LHS 26.00 22.50 C.R. wall upto Plinth


553 75+005 LHS 26.00 22.50 Building

554 75+030 LHS 60.00 22.50 Building


556 75+150 RHS 60.00 22.50 Canal

557 75+190 LHS 60.00 22.50 Canal

558 75+368 LHS 60.00 22.50 Water Tank

559 75+185 RHS 60.00 22.50 Canal

560 75+460 RHS 60.00 30.00 D.S.M

561 75+510 RHS 60.00 30.00 C.R. wall with Gate

562 75+510 RHS 60.00 30.00 Canal

563 75+580 RHS 60.00 30.00 Water Tank

564 75+598 RHS 60.00 30.00 Water Tank


566 76+400 RHS 60.00 30.00 Water Tank (Piyau)


568 76+490 LHS 60.00 30.00 C.R. Compound wall Plaster with Gate

569 76+525 LHS 60.00 30.00 Water Tank

570 77+730 RHS 60.00 30.00 Water Tank

571 77+780 RHS 60.00 30.00 Water Tank with Stand & Borewell

572 78+923 LHS 60.00 30.00 D.S.M


57479+195 LHS 60.00 30.00 D.S.M


Concessionaire


57679+390 RHS 60.00

30.00D.S.M

577 79+418 RHS 60.00 30.00 D.S.M




Concessionaire


Concessionaire


Concessionaire


Concessionaire

Dismantaled


Concessionaire

4242



Sr. No.Existing

KMSide

PROW

Width

From

Distance

From ECL


& EROW Remark




583 79+451 RHS 60.00 30.00 House Dismantled584 79+462 LHS 60.00 30.00 Drinking Water Stand585 79+460 LHS 60.00 30.00 C.R. wall upto Plinth586 79+467 LHS 60.00 30.00 C.R. Wall587 79+510 RHS 60.00 30.00 C.R. Wall588 79+538 RHS 60.00 30.00 Water Chamber589 79+542 LHS 60.00 30.00 Well 590 79+570 LHS 60.00 22.50 Room591 79+573 LHS 60.00 22.50 C.R. Compound wall with Gate592 79+573 LHS 60.00 22.50 Water Tank593 79+613 LHS 60.00 22.50 C.R. Compound wall594 79+705 RHS 60.00 22.50 C.R. Compound wall with Plaster595 79+755 RHS 60.00 22.50 Water Tank596 79+805 LHS 60.00 22.50 Water Tank597 79+863 LHS 60.00 22.50 D.S.M598 79+862 RHS 60.00 22.50 D.S.M599 80+000 LHS 60.00 22.50 D.S.M600 80+230 LHS 60.00 22.50 D.S.M601 80+230 LHS 60.00 22.50 D.S.M602 80+320 LHS 60.00 22.50 D.S.M603 80+350 RHS 60.00 22.50 Water Tank604 80+357 RHS 60.00 22.50 Brick Compound wall605 80+372 RHS 60.00 22.50 Security Cabin606 80+377 RHS 60.00 22.50 Bricks wall607 80+359 LHS 60.00 22.50 D.S.M608 80+445 LHS 60.00 22.50 D.S.M


Concessionaire

4343

Sr. No.D.

CHAINAGESIDE DESCRIPTION

APROXIMATE

PLINTH AREA

(Sqm.)

Remark

1 1+550 RHS Open Temple 2x2 Relocated

2 5+100 RHS Temple 1x1 Relocated


4 5+550 RHS Open Temple 1.8x1.7 Relocated

5 5+550 LHS Open Temple 1.8x1.5 Relocated


7 11+950 RHS Temple 6.7x1.25 Relocated

8 12+468 LHS Open Temple 1.5x2 Relocated

9 14+422 RHS Open Temple 5.5x9 Relocated


11 15+200 LHS Temple 3.9x3.7 Relocated


13 20+190 RHS Tree Otta 1.9x2.1 Relocated

14 20+165 LHS Tree Otta 2.6x2 Relocated

15 29+466 LHS Temple Sarai 12.3x6 Dismantaling





20 29+650 LHS Open Temple 0.9x0.9 Dismantaling

21 30+030 LHS Open Temple 4.5x4

22 30+065 RHS Open Temple (Havan Kund) 1.5x1.5

23 30+062 RHS Open Temple 3.1x6 Dismantaling

24 30+075 RHS Open Temple 1.5x1.5

25 30+100 LHS Open Temple 1.8x2 Relocated



28 31+820 RHS Tree Otta with Temple 3.3x3.1 Relocated

29 31+652 LHS Tree Round Otta 3.300 Dismantaling

30 42+040 LHS Open Temple 3.2x2.7

31 43+710 RHS Open Temple 3x2.8 Relocated

32 44+120 RHS Tree Otta 4.400


34 44+985 LHS Tree Otta 3.400


36 47+890 LHS Tree Otta 1.5x3

37 47+760 RHS Tree Otta 1.5x2


39 49+430 RHS Tree Otta 5.5x5.2

40 50+772 RHS Temple Otta & Water Tank 7.2x27.7

41 50+782 RHS Open Temple 8.3x6 Relocated


43 50+840 LHS Open Temple 3x2.7 Relocated

44 54+570 LHS Tree Otta 4.7x4.7 Relocated





LIST OF RELIGIOUS STRUCTURES WHICH ARE FALLING WITHIN EROW/PROW

4444

Sr. No.D.

CHAINAGESIDE DESCRIPTION

APROXIMATE

PLINTH AREA

(Sqm.)

Remark


LIST OF RELIGIOUS STRUCTURES WHICH ARE FALLING WITHIN EROW/PROW

48 56+380 LHS Open Temple 4.7x4.7 Relocated at Ch 56+360(LHS)

49 56+428 RHS Tree Otta 5x5 Relocated

50 59+330 RHS Open Temple 2.5x2.35 Relocated at Ch 59+370(RHS)


52 59+950 LHS Temple 3.45x2.45



55 61+600 RHS Open Temple and Otta 10.6x6 Relocated

56 64+030 RHS Tree Otta 3.000 Relocated

57 65+198 LHS Tree Otta 5.800 Relocated




61 74+370 LHS Tree Otta 13x16

62 74+878 LHS Open Temple 1x1

63 74+961 LHS Temple Sarai 7x3.5


65 75+393 LHS Temple Tiger 1.2x1.6 Relocated

66 75+385 LHS Chamundda Mata Temple 9.5x11


68 75+580 RHS Temple Sarai 11x8

69 75+591 RHS Bajrang Temple 7.3x12

70 75+602 RHS Temple Otta 11.6x3.5 Relocated

71 75+980 LHS Tree Otta 2.8x2.8 Relocated





76 77+730 RHS Temple Otta 6x5.3 Relocated at Ch 77+670(RHS)

77 79+048 LHS Open Temple 2.1x3 Relocated at Ch 79+050(LHS)

78 79+463 LHS Tree Otta 1x1 Relocated at Ch 79+250(RHS)

79 79+516 RHS Open Temple 2x2.5 Relocated at (LHS)




4545

Length

(m)

Width

(m)

Plinth Area

(Sqm)

1 1+520 RHS 7.000 Water Tank 5.000 1.000 5.000 Water TankReconstructed & Relocated

by Concessionaire

2 1+720 RHS 14.700 Open Temple 4.400 2.600 11.440 Open Temple Reconstructed & Relocated

by Concessionaire

3 3+400 RHS 12.500 Water Tank 3.200 1.500 4.800 Water Tank Dismantaled

4 5+370 RHS 8.000 Open Temple 1.000 1.000 1.000 Open Temple


6 5+420 LHS 12.000 Open Temple 1.200 1.200 1.440 Open Temple

7 5+930 RHS 13.000 Water Tank 3.500 1.000 3.500 Water Tank Dismantaled

8 6+600 RHS 9.800 Water Tank 3.500 2.000 7.000 Water Tank

9 7+700 LHS 0.000 Water Tank 1.500 1.500 2.250 Water Tank
































41 25+760 LHS 13.400 Water Tank 1.500 0.600 0.900 Water TankReconstructed & Relocated by

Concessionaire

42 26+000 RHS 12.300 Water Tank 2.500 1.500 3.750 Water TankReconstructed & Relocated by

Concessionaire

43 26+450 LHS 29.000 Water Tank 5.500 1.500 8.250 Water TankReconstructed & Relocated by

Concessionaire












55 31+580 RHS 23.000 Open Temple 1.500 1.500 2.250 Open Temple Reconstructed & Relocated

by Concessionaire




Reconstructed & Relocated by

Concessionaire


Concessionaire

Reconstructed & Relocated

by Concessionaire

Reconstructed & Relocated

by Concessionaire


Concessionaire


Concessionaire


Concessionaire


Concessionaire


Concessionaire


Concessionaire


LIST OF ADDITIONAL RELIGIOUS STRUCTURES/WATER TANKS WHICH ARE FALLING WITHIN EROW/PROW

Sr.

No.Chainage Side

Distance

From PCLDescription

Dimension

Remarks Status

4646

Length

(m)

Width

(m)

Plinth Area

(Sqm)



Sr.

No.Chainage Side

Distance

From PCLDescription

Dimension

Remarks Status


60 31+700 RHS 1.000 Tree otta with temple 3.300 3.100 10.230 Open Temple













73 52+115 RHS 15.000 Samadhi 1.300 2.500 3.250Reconstructed at Km 52+120 Outside

RHS ROW

74 52+857 RHS 8.500 Hanuman Mandir 2.300 2.300 5.290 Grill Over Chabutara & Tin Shed

75 52+857 RHS 12.000 Hawan Kund 2.545 With above Hanuman Mandir (Circular)

76 53+120 RHS 17.000 Mogima Mandir 3.150 1.750 5.513 Open Temple

77 53+318 RHS 30.000 Mata Ji Ka Mandir 1.400 4.400 6.160 Open Temple (Inside ROW)

78 53+378 RHS 20.100 Mata Ji Ka Mandir 2.050 0.500 1.025 Open Temple

79 54+229 RHS 21.000 Puraj Mandir 1.400 1.400 1.960 Open Temple

80 57+727 LHS 2.250 Babaji Temple 2.500 2.100 5.250 Relocated at Km 55+726 (LHS)

81 59+912 RHS 23.000 Hanuman Mandir 2.700 2.000 5.400 Open Temple

82 59+969 LHS 24.000 Patwari Ki Bharu Ji 0.800 0.800 0.640 Open Temple

83 59+990 C/L 0.000 Mata Ji Ka Mandir 3.300 3.300 10.890 Open Temple

84 60+000 LHS 14.500 Chabutara 6.250 4.600 28.750 Chabutara

85 60+011 LHS 14.500 Jatla Mata Ji Ka Mandir 2.000 2.200 4.400 Open Temple

86 60+303 LHS 13.500 Ala Baba Ka Mandir 1.650 1.500 2.475 Open Temple

87 60+313 LHS 14.000 Purwaj Mandir 1.500 1.650 2.475 Open Temple

88 61+610 LHS 27.000 Pir Baba 0.750 0.900 0.675 Open Temple

89 61+612 LHS 22.000 Hanuman Mandir 0.500 0.500 0.250 Open Temple

90 61+625 LHS 27.000 Babaji Saheb 4.250 3.200 13.600 Open Temple

91 61+625 LHS 17.000 Babaji Saheb 7.700 3.500 26.950 Prasad Ghar

92 61+625 LHS 17.000 Babaji Saheb 5.000 2.500 12.500 Prasad Ghar

93 61+633 LHS 28.000 Puraj Mandir 0.700 0.700 0.490 Open Temple

94 61+634 LHS 24.000 Ramdev Ji Ka Mandir 0.850 0.650 0.553 Open Temple

95 61+635 LHS 27.000 Bajrangbali 1.150 0.750 0.863 Open Temple

96 61+635 LHS 25.000 Devi ji Ka Mandir 0.900 0.650 0.585 Open Temple

97 61.635 LHS 22.000 Tulsi Mandir 0.500 0.300 0.150 Open Temple

98 61+635 LHS 29.000 Hawan Kund 2.900 2.900 8.410 Tin Shed

99 61+635 LHS 22.000 Tulsi Mandir 0.700 0.700 0.490 Open Temple

100 61+680 RHS 11.000 Mahadev Ji Ka Mandir 2.750 2.750 7.563 With Chatri

101 61+683 RHS 9.000 Chabutara 6.240 4.700 29.328 Tin Shed

102 61+744 LHS 17.000 Mata Ji Ka Mandir 3.000 2.800 8.400 Open Temple

103 63+127 RHS 12.000 Bheru Ji Ka Mandir 0.700 0.700 0.490 Open Temple


105 63+230 LHS 28.500 Purwaj Mandir 2.200 1.750 3.850 Open Temple

106 63+389 LHS 27.500 Bheru Ji Ka Mandir 2.200 2.150 4.730 Open Temple


108 65+670 LHS 12.500 Mata Ji Ka Mandir 3.250 3.000 9.750Relocated at Km 65+660 Outside ROW on

RHS

109 65+673 RHS 29.000 Babji Mandir 2.500 2.400 6.000 Open Temple

110 65+720 LHS 20.000 Mata Ji Ka Mandir 4.800 4.300 20.640Relocated at Km 65+720 Outside ROW on

LHS

111 65+750 RHS 28.000 Ramdev Ji Ka Mandir 4.600 4.200 19.320Relocated at Km 65+750 Outside ROW on

RHS

112 66+940 RHS 14.000 Mazar 3.200 3.100 9.920 Mazar



115 67+715 RHS 21.000 Bheru Ji Ka Mandir 2.000 2.000 4.000 Open Temple / Tiles Floor




Concessionaire

Dia 1.8 m


Concessionaire


Concessionaire


Concessionaire


Concessionaire


Concessionaire


Concessionaire


Concessionaire


Concessionaire

4747

Length

(m)

Width

(m)

Plinth Area

(Sqm)



Sr.

No.Chainage Side

Distance

From PCLDescription

Dimension

Remarks Status

119 68+985 LHS 14.000 Hawan Kund 0.700 0.700 0.490 Open Temple


121 68+990 LHS 14.000 Baba Ji Ka Mandir 1.200 1.200 1.440 Open Temple

122 68+990 LHS 11.000 Sai Mandir 1.250 1.200 1.500 Open Temple

123 68+990 LHS 11.000 Samadhi 0.900 0.650 0.585 Open Temple

124 69+184 RHS 19.500 Samadhi 2.100 1.300 2.730 Open Temple

125 71+410 LHS 7.000 Bheru Ji Ka Mandir 6.100 2.750 16.775Relocated at Km 71+410 Outside ROW on

LHS

126 71.415 LHS 8.000 Mata Ji Ka Mandir 2.300 2.200 5.060Relocated at Km 71+415 Outside ROW on

LHS

127 71+420 LHS 8.000 Ramdev Ji Ka Mandir 3.100 3.100 9.610Relocated at Km 71+4200 Outside ROW

on LHS

128 71+425 LHS 9.000 Bheru Ji Ka Mandir 2.750 2.100 5.775Relocated at Km 71+425 Outside ROW on

LHS





133 74+375 LHS 2.500 Tree Otta 33.183 Chabutara (Circular)

134 75+100 LHS 21.000 Bheru Ji Ka Mandir 6.800 6.200 42.160 RCC Structure




138 75+100 LHS 8.500 Bheru ji Ka Mandir 7.000 3.500 24.500 Prasad Ghar Dismantaled


140 75+860 RHS 17.200 Ramdev Ji Ka Mandir 2.000 2.000 4.000 Open Temple







147 83+822 LHS 25.500 Samadhi 2.200 2.150 4.730 Open Temple

148 83+870 C/L 0.000 Mata Ji Ka Mandir 4.400 3.850 16.940 Open Temple

149 84+500 LHS 27.200 Mata Ji Ka Mandir 16.650 10.200 169.830 RCC Structure








157 87+212 LHS 8.000 Bajrangbali 4.200 4.150 17.430 With Chatri



Concessionaire


Concessionaire

Dia 6.5 m

4848

Sr.no. Chainage SideDistance from

ECL in (M)Handpump Remarks

1 10+620 LHS 14.000 Hand Pump Relocated by Concessionaire

2 11+920 RHS 12.000 Hand Pump Relocated by Concessionaire


4 12+366 LHS 7.000 Hand Pump

5 13+375 LHS 11.200 Hand Pump
















21 44+220 RHS 13.700 Hand Pump


23 49+442 RHS 10.700 Hand Pump Abondoned

24 50+779 RHS 12.800 Tube well

25 52+880 RHS 14.900 Hand Pump

26 54+350 RHS 8.500 Hand Pump

27 54+712 LHS 11.000 Hand Pump

28 59+400 LHS 7.800 Hand Pump

29 60+701 LHS 13.500 Hand Pump

30 60+805 LHS 12.700 Hand Pump

31 61+435 RHS 11.800 Hand Pump

32 74+548 LHS 9.500 Hund Pump

33 74+750 LHS 11.000 Hand Pump

34 74+175 RHS 11.500 Bore well

35 77+780 RHS 11.500

Water Tank

with Stand &

Borewell

36 79+060 LHS 8.600 Borewell

37 80+350 LHS 11.500Old Hand Pump

(Borewell)


LIST OF HANDPUMP/BOREWELL WHICH FALLING WITHIN OUR EROW

4949


STATUS OF UTILITY

SHIFTING

5050

From ToEstimated

Amount

Supervision

chargesTotal

Estimated

Amount

Supervision

chargesTotal

1ELECTRICAL (Rajsamand

District)0+000 35+200 136962233/- 22121541/- 159083774/- 119690412/- 20451558/- 140141970/-

Technical sanction obtained forwarded to

NHAI - RO through Lr. No.1326 dated

07.02.2014 (Rs. 161288791/-) ,Modified

Estimate (Rs. 148445113/-) forwarded by

PD to RO vide letter No. 1452 Dt. 07-03-

2014. HQ, NHAI approved the estimate to

RO vide letter no. 65 dated 04-08-2014

after disallowing 7.5% establishment

charges. Supervision Charges deposited

by NHAI to AVVNL, Rajsamand division

vide Letter No. 2246 Dated 08-08-2014.

Work is in Progress.

ELECTRICAL (Bhilwara

District) DD-I Gangapur35+200 50+200

ELECTRICAL (Bhilwara

District) DD-I Karoi50+200 65+100

3ELECTRICAL (Bhilwara

District) DD-II65+100 87+250 34568961/- 5169996/- 39738957/- 34568961/- 5169996/- 39738957/-

Approved by RO - Jaipur vide Letter No

NHAI/1203/5/2012-ROJ/Tech/2174 dated

22-10-2013. Supervision Charges Rs

46,52,996/- have been deposited by NHAI

on 23-01-2014.Work is in Progress

299755807/- 46064324/- 345820131/- 257800327/- 43961562/- 301761889/-

Status of Estimate

2 128224613/-

Technical sanction obtained forwarded to

NHAI - RO through Lr. No.1327 dated

07.02.2014 (Rs. 116196855/-),Modified

Estimate (Rs.102425119/-) forwarded by

PD to RO vide letter No. 1453 Dt. 07-03-

2014 .HQ, NHAI approved the estimate to

RO vide letter no. 4065 dated 28-05-2014

after disallowing 7.5% establishment

charges. Supervision Charge deposited by

NHAI to AVVNL, DD-1, Bhilwara division

vide Letter No. 1995 Dated 24-06-2014.

Work is in Progress.

Estimated Cost as per AVVNL Estimated Cost as approved by NHAI

18772787/- 146997400/- 103540954/- 18340008/- 121880962/-

Total >>>>>>>>>

Status of Electrical Utility Shifting

Sl. No. DescriptionChainage

5151

From To

1PHED Water pipe line

(Bagheri Ka Naka)1+600 20+700 81183374/-

Technical sanction obtained forwarded to NHAI - RO through Lr.No.1420 dated

28.02.2014. Approved by HQ, Work Order issued by PD vide letter no. 210 Dt. 15-07-

2014. Supervision Charge is Deposited by NHAI to PHED Div. Rajsmanad vide Letter

NO. 2196 Dated 31-07-2014. Work in Progress.

20+000 20+300

29+500 32+500


(Bhilwara Division)41+800 87+250 77613138/-


07.02.2014RO returned the estimate with observations, PD has asked for revised

estimate from PHED Revised Estimate for 5.52 Cr (Revised) is prepared by EE

Bhilwara and approved by Addl CE Ajmer which was later modified to Rs 5.96

Cr.Estimate forwarded to CE Jaipur. CE Jaipur approved the estimate for an amount

of Rs.5.96 Cr..SE PHED forwarded the estimate to NHAI on 01-01-2015 vide their

Letter No 0143-146. PD forwarded the estimate to RO vide letter no 3075 dated 18-

02-2015. RO Forwarded the Estimate to HQ, NHAI for approval. HQ NHAI returned

the estimate to RO with Observations for resubmission of estimate vide ltr. No. 64480

dated 9th April. RO send the clarification to HO, NHAI. Estimate is Approved. Work in

Progress.

0+000 0+900

1+500 2+000

3+200 Crossing

5+900 Crossing

5RUIDP Sewer pipe line

(Rajsamand Division)5+900 8+900 20159743/-

Technical Sanction obtained and submitted to PD, NHAI by RUIDP vide ltr. No. 230

dated 04.08.2014. PD Forwarded to NHAI RO .forworded to NHAI - RO through Lr.

No. 2243 dated 08.08.2014. Approved by RO, work order issued by PD vide Letter

No. 2756 dated 09.12.2014. Work in Progress.

6

P.H.E.D-Rajsamand

(Additional found at R.K.

Hospital)

2+860 3+220 616000/-

Approved by RO, Work Order issued by PD vide letter no. 1577 Dt. 03-04-2014. 50%

of Supervision Charge is Deposited by NHAI to PHED Div. Rajsmanad vide Letter NO.

1721 Dated 06-05-2014. Work Completed.

192716255/-

Status of PHED Utility Shifting

Sl.

No.Description

Chainage

Total >>>>>>>>>>>


(Rajsamand - Division)6213000/-

RUIDP Water pipe line

(Rajsamand Division)4 6931000/-


07.02.2014Approved by RO, Work Order issued by PD vide letter no. 1579 Dt. 03-04-

2014. 50% of Supervision Charge is Deposited by NHAI to PHED Div. Rajsmanad vide

Letter NO. 1720 Dated 06-05-2014. Work in Progress.

Status of Estimate

Estimated Cost

including Supervision

Charges


07.02.2014Approved by RO, Work Order issued by PD vide letter no. 1578 Dt. 03-04-

2014.50% of Supervision Charge is Deposited by NHAI to PHED Div. Rajsmanad vide

Letter NO. 1719 Dated 06-05-2014. Work in Progress.

5252

Status of Work Total Completed BalanceCompleted

%Remarks

Sl. No. Description Scope of Work Status of Estimate / Award Status of WorkTotal Nos of

TreesCompleted Balance

Completed

%Remarks

1

TREE CUTTING

(Private/Revenue)

(Rajsmand District)

Cutting of trees ,

uprooting & disposal as

per sanctioned estimate

Tree cutting permission obtained

from concerned Authority.Completed 5267 5267 0 100% -

2TREE CUTTING (Forest)

(Rajsamand District)

Cutting of trees ,





3

TREE CUTTING

(Private/Revenue)

(Bhilwara District)

Cutting of trees ,





4TREE CUTTING (Forest)

(Bhilwara District)

Cutting of trees ,





Sl. No. Description Scope of Work Status of Estimate / Award Status of WorkTotal Nos of

StructuresCompleted Balance

Completed

%Remarks

1STRUCTURES FALLING

WITHIN EROW

Removal / relocation of

the encroachmentsAwards are under Progress

Relocation/Reconstruction of

priority structures falling in

construction Zone is being

done by Concessionaire

205 138 67 67% -

2

STRUCTURES & TEMPLE

FALLING BETWEEN EROW

and PROW


the encroachmentsAwards are under Progress

Relocation / Shifting of

Temples etc. falling in

construction zone are being


608 320 288 53% -

3

LIST OF RELIGIOUS

STRUCTURES WHICH ARE

FALLING WITHIN

EROW/PROW


the encroachments

Submitted to PD NHAI - PIU

Bhilwara





82 62 20 76% -

4

ADDITIONAL RELIGIOUS

STRUCTURE falling within

PROW


the encroachmentsSubmitted to I.E





158 143 15 91% -

CUTTING OF TREES

RELIGIOUS AND OTHER STRUCTURES FALLING WITHIN ROW

Sl. No. Description Scope of Work Status of Estimate / Award

Present Status

5353


UNRESOLVED

ISSUES/CONSTRAINTS

5454

Sr.

No.Activity Constraints Remarks

1 Land Acquisition

Out of 347.2563 Hac., 306.8199 Hac. Award Completed. Inspite

of all efforts made by Concessionaire, the process of awards from CALA is very slow. Land acqusition has become a constraint on the Project Highway. As the project is toward completion and due to not possession of land about 6 Km. the work is hampering and this may delay the completion of project.

2Change of Scope under Article 16

of Concession Agreement

The Concessionaire has submitted notice under Article 16.1.2

of the Concession Agreement vide ltr. No. 1087 on dated

05.11.2014 to PD. PD has forwarded to IE for technical

comment & justification vide ltr. No. 2588 dated 07.11.2014. IE

has forworded their recomondations to PD vide Ltr. No.

ALP/NH-8/01/IC/2014-15/42 dtd. 12.12.2014. PD has called a

meeting to disscussed the COS vide ltr. no. 2800 dtd.

17.12.2014. The COS has been disscussed in meeting dated 02-

01-2015. The Concessionaire has submitted updated & Revised

Notice under Article 16.1.2 of the Concession Agreement vide

ltr. No. 1462 on dated 31.03.2015 to PD. PD has forwarded to

IE for recomendation. IE has forwarded their recomendation to

PD. A Tripartite meeting held in RO, Jaipur on 15.06.2015. The

Concessionaire has requested for issuance of COS notice

under Artical 16 of CA with conclusions of the meeting vide ltr

no. BRTPL/NHAI/14-15/00008. PD, PIU Bhilwara has

forwarded their recommendation to RO, Jaipur vide Ltr.

No. 3962.

Approval awaited.

3

Estimates of Electrical Utility

Shifting (DD-I,DD-II and

Rajsamand)

Unwarranted deductions by NHAI in the Technically

Sanctioned Estimates has affected the work of shifting of

Electrical Lines on the Project highway. We have protested

vide our Letter No 00029 dated 22-08-2014 against

unwarranted deductions by NHAI in the technically sanctioned

estimates of user agency. Decision of HQ,NHAI is awaited.

4PHED Water pipe line (Bagheri

Ka Naka,Rajsamand)

Late approval of Estimate suffered the Road work significantly.

Unwarranted deduction of 7% by NHAI from the estimate for

cost of spcials,airvalves,meter etc

5Structures & Temples falling

between EROW and PROW

Valuation under 3D are completed and awards are under

progress. Relocation of religious structures and other

structures falling in construction zone is being done by

Concessionaire at its own cost.

6132 KV H.T. Line Crossing Project

Highway

There are 5 Locations where 132 KV H.T. Line is crossing

Project Highway.Sifting/Raising of these lines is required to get

specified vertical clearance.RVVPNL raised a Demand note as

File Charges of Rs. 2,80,900/-, RO forwarded to HQ for

approval.Concessionaire has deposited Rs 2,80,900/- vide

letter no 895 dated 05-07-2014.Estimates are prepared by

RVVPNL,Bhilwara and forwarded to CE,Jaipur on 06-08-2014

for Technical sanction. Technical sanction obtained on dated

08-01-2015 and estimate is forwarded by PD to RO vide letter

no 3040 dated 10-02-2015 for approval. Approved by NHAI. It

is not possible to carry out work in the approved cost. In view

of above the concessionare requested to NHAI to consider and

approve the cost as summited wide Ltr. No.

BRTPL/SEL/NHAI/FY 15-16/00011.


UNRESOLVED ISSUES/CONSTRIANTS

5555


MOBILISATION STATUS OF

CONCESSIONAIRE, EPC

CONTRACTOR

5656

Sl No DesignationMobilization

StatusRemarks

1 Project Director 1

2 Authorized Representative 2

3 GM QA/QC 1

4 Project Manager 2

5 Project Manager (Structures) 1

6 Dy Project Manager 2

7 Construction Manager 5

8 Pavement Engineer 2

9 Manager Planning & Billing 1

10 QA/QC Manager 4

14 Engineer Planning & Billing 2

11 Sr. Engineers 12

12 Jr.Engineers 15

15 Surveyors - TS 4

16 Surveyors - Auto level 17

17 Supervisors 24

18 Lab Technician & Supervisors 20

19 Helper - Lab 20

13 Manager P&M 2

20 Accounts Manager 2

21 Accountants/Admin officers 3

22 HR / Admin Asst. 3

23 Liasoning Officer 4

24 Material Manager 2

25 Material Officer 2

26 Material Assistant 2

27 Material Supervisor 20

28 Store Incharge 3

29 Store Officer/Store Keeper 3

30 HSE Engineer 1

31 HSE Officer 2

32 HSE Supervisors 4

33 Plant Manager 2

34 Mechanical Engineer 4

35 P&M Staff (Oper.,Tech. & Hel.) 144

TOTAL STRENGTH 338


MOBILISATION STATUS OF CONCESSIONAIRE/EPC CONTRACTOR

A. STATUS OF MANPOWER DETAILS

5757

Sl No DescriptionMobilization

StatusMake

1 Excavators (Borrow Areas and Site) 20

2Excavator with Breaker

(Quarry & Site)12

3 Loader (Crushers) 6

4 Motor Graders 13

5 Soil Compactors (Vibratory) 17

6 Dozer 2

7 Water Tanker 18

8 WMM Paver 2

9 Sprayer 3

10 DBM Paver (9m) 2

11 Tandem 5

12 Dumpers 120

13 Wheel Loaders 6

14 Hydra 6

15 PTR 2

16 JCB 12

17 Kerb Paver 3

18 Kerb Cutter 3

19 Broomer 2

20 Diesel tanker 2

21 Service Van 1

22 Concrete Pump 3

23 Transit Mixer 15

24 Trailor 3

25 Tractor Trolly 12

26 Tractor Compressor 2

27 Light Vehicles 26

28 Staff Bus 1

29 DG Sets 30

30 Concrete Mixer 2

31 Light Mast 6

TOTAL 357

B. STATUS OF MACHINERY MOBILIZATION

5858

Sl. No Plant Details Present Status Remarks/ Reasons

1 CRUSHER PLANT – 1 No 200 TPH Stoped

2 CRUSHER PLANT – 1 No 150 TPH (AGG) Stoped

1 Quarry Stoped

1 CRUSHER PLANT – 1 No 200 TPH(AGG) Stoped

2 CRUSHER PLANT – 2 No 200 TPH(AGG) Stoped

1 Quarry Stoped

CRUSHER PLANT – 1 No 250 TPH (AGG) Commissioned Running OK

1 Quarry Running OK

1 CONCRETE BATCHING PLANT – 30 CUPH Commissioned Running OK

2 CONCRETE BATCHING PLANT – 30 CUPH Commissioned Running OK

3 SAND SCREENING UNIT Commissioned Running OK

4 WMM PLANT 200 TPH Commissioned Running OK

5 HMP PLANT 160 TPH Commissioned Running OK

1CONCRETE BATCHING PLANTS 2 NOS – 30 CUPH

Commissioned Running OK

2 SAND SCREENING UNIT Commissioned Running OK



5 HMP PLANT 160 TPH Commissioned Running OK


Khema kheda (Ch. 20+000 LHS)

C. STATUS OF PLANTS & QUARRIES

Tilo Ka Kheda - Karoi Section (Ch. 69+500 RHS)

Tilo Ka Kheda - Karoi Section (Ch. 69+500 RHS)

Camp-2 - Karoi (Ch. 70+650 LHS)

Waghera - Gangapur (Ch. 45+000 RHS)

Waghera - Gangapur (Ch. 45+000 RHS)

Camp - 1 Rupakheda (Ch. 18+000 LHS)

Khema kheda (Ch. 20+000 LHS)

5959

NOTE : (LOCATION AS PER PROJECT CHAINAGE)

0 18 20

72.6

10 20 30 40 50 60 70 80

45 70.65

Section 1 - D. Ch. 0.000 to D. Ch. 50.000 Section 2 - D. Ch. 50.000 to D. Ch. 87.250


Four laning of Rajsamand – Bhilwara Section of NH -758 (from km 0.000 to km 87.250) under NHDP Phase IV in the State of Rajasthan on DBFOT (Toll) Basis.

To Bhilwara

To Rajsamand

LOCATION PLAN FOR SITE ESTABLISHMENT

TOLL PLAZA @ D.

Ch18+000 NEAR

RUPAKHEDA VILL.

RUPAKHEDA @ D. Ch. 18+000

CAMP-1, B/P 30CM WMM

Plant 200 TPH & HMP 160

TPH with LABORATORY &

CAMP SET UP (Road Side)

RHS

LHS

TOLL PLAZA @ D. Ch.

78+000.

(BHILWARA

FLYOVER END

POINT @ Km.

87.250)

LHS

KAROI @ D. Ch. 70+650

CAMP-1, B/P 30CM &

H.M.Plant with

LABORATORY & CAMP

SET UP (Road Side)

SUB-CAMP D.Ch.72+600

RMC PLANT 30 (CPH.) &

WMM PLANT 150 (TPH) with LABORATORY &

CAMP SET UP (Road

Side)

RHS@ Km. 2+000 RHS

RE Panal Casting

Yard

QUARRY & CRUSHER (260TPH), Vagehra

Gangapur

6060


MILE STONES

6161

Sr.

No.Milestones

Target from

Appointed

Date

Scheduled

Milestone

Date

DescriptionAmounts

(Cr.)

Time

Elapsed

Remaining

durationRemarks

1 Milestone - I 180 days 06-Apr-14

Concessionaire shall havecommenced construction ofProject Highway and expendednot less than 10% of the totalcapital cost set forth in theFinancial Package.

67.61

1st Milestone Achieved

on Dated 27th March

2014 and notified vide

Concessionaire's Letter

No 646 Dt. 28th March

2014

2 Milestone - II 400 days 12-Nov-14

Concessionaire shall havecommenced construction of allbridges and expended not lessthan 35 % of the total capitalcost set forth in the FinancialPackage.

236.64Mile Stone achieved in

Grace Period (Dec 2014)

3 Milestone - III 650 days 20-Jul-15

Concessionaire shall havecommenced construction ofproject facilities and expendednot less than 70 % of the totalcapital cost set forth in theFinancial Package.

473.27Mile Stone achieved in

Grace Period (Sep 2015)

4

Scheduled

Four-Laning

Date

910 days 05-Apr-16

Concessionaire shall havecompleted Four laning inaccordance with theConcession Agreement.

676.10 845 65 days

PROJECT COMPLETION MILESTONE


6262


SAFETY &

HEALTH

6363


SAFETY & HEALTH

Two nos. of Safety Officers along with support staffs are deployed at Site to

take care of safety aspects and Traffic Management.

Safety & traffic management systems are implemented at all required locations

as per the Safety & Traffic Management plan finalized for execution of the

Project. Utmost care is being taken for safety of the work force as well as road

users while carrying out the various activities.

All culverts under construction are barricaded with hard board, delineators &

Safety tape.

Road work under excavation is barricaded with sand bags & delineators along

the stretch for effective night vision.

Identification of activity based PPE requirement and provided to all workman

and enforced to use it, like Nose Mask, Spectacles, Gum boots, Hard Hat,

fluorescent jackets, safety belts, safety shoes etc.

Provision of water tankers for sprinkling water to dust control in/along works on

the highway, access road, plants site and sprinkling system at crusher sites.

All VUP's & Minor Bridges under construction are barricaded with hard board,

Warning boards & Sign board, delineators & Safety tape.

Over all housekeeping in the camp and plant site.

The awareness/training program on HSE for workers, conducted periodically like-

fire safety/flagmen/safe driving training etc. and tool box talk conducted at site

on regular basis.

All the structural work/form work/scaffolding taken up as per approved drawing

and methodology and being assured by concerned engineers.

Provision of first aid box in Camps & plants

All speed breaker has been painted with white strip for night visibility.

Bushes has been removed from the shoulders side to enhance better visibility

wherever is required.

Safety Officer for Section-1: Mr. Mohanti. Mobile no. 09982813648

Safety Officer for Section-2: Mr. , Manoj Kumar. Mobile no. 08239503712

Safety Supervisor for Section-2: Mr. , Noor Khan. Mobile no. 08290887982

Safety Supervisor for Section-2: Mr.,Santosh Kumar Pawsan. Mobile no.

07665950184Use of Safety Jackets & Helmets is Routine process of Execution

Concessionaire has conducted/celebrated special raod safety day starting from

18th January to 24thJanuary 2016. The follwing activities has been carried out

during road safety days.

6464


SAFETY & HEALTH

Road safety awareness programme at important location like Gram Panchayat

within 2 Kms from Project Highway, all major junctions/Intersections like JK

Circle ,Sahada Chauk,Megraj Chauraha, Pur Bus Stand and Urban Areas,using

mobile van with audio and visual effect is being conducted regularly.

Distribution of pamphlets etc to road users, all Police Station, Petrol Pumps,

School and at Location where awareness programme has been conducted.

Display of 200 nos. of "Flexi Road Sinages" banner at various prominent

locations.In house training & awareness programme at our both camps for all Drivers and

Operators.Distribution of Book on Road Safety Signage & Signs (Issued by MoRTH),and

Manual of Roads Safety Education issued by Rajsathan Privahan Nirikshak

Sangh to District Administrative/Police Officers.Concessionaire has Celebrated the 26th Road Safety Week from 11th January to

17th January 2015.Concessionaire has Celebrated the Road Safety Week of Rajasthan State

Government from 28th September to 02nd October 2015.Vents of All Existing and Newly Constructed Structures are opened.

Special attentention is being given for Cross drainage as well as Longitudinal

drainage on the Project Highway during Monsoon.

6565


MAINTENANCE

6666


EXISTING ROAD MAINTENANCE

Existing Road Maintenance has been fully completed for whole

Project Highway and routine maintenance of Project Highway is in

Progress on Regular basis so as to full fill the requirement of

Concession Agreement.

6767


QUALITY

6868


QUALITY

EPC Contractor has established two nos. full fledged laboratory for Highway &

structure. One on RHS of D. Ch. 18+000 within the site office premises, second

on RHS D. Ch. 70+650 within the site premises. All required tests as per the

frequencies and requirements of IRC codal provisions are being carried out.In-

house Team of EPC Contractor is conducting the tests independently to ensure

quality.

The details of tests carried out are given in Annexure – I.

List of quality control equipments is given in Annexure – J.

Weather report for the month is given in Annexure – K.

6969

A Project Corridor and Layout Plan

B EPC Cost Breakup

C Status of Permission & Approvals

D Status of Drawings

E Progress Chart of Road Work

FProgress Chart of ROB, Major Bridges & Minor Bridges, PUPs, CUPs &

VUPs

G Progress Strip Chart Box Culverts & Hume Pipe Culverts

H Organization Charts

I Quality Control Tests

J List of QC Equipments

K Weather Report

L Status of Source / Agency Approval

M Status of Mix Design

N Status of NCR

O Status of Plant & Equipments calibration

P Borrow Area

Q Photographs

ANNEXURES


7070


ANNEXURE - A

PROJECT CORRIDOR AND

LAYOUT PLAN

7171


PROJECT CORRIDOR

A. Project Corridor and Layout Plan

7272

The project corridor is located in the State of Rajasthan. It passes through two districtsnamely Rajsamand and Bhilwara. The project corridor starts from Rajsamand (existing km210.000 of NH-8) and ends at Bhilwara (km 13.675 of Bhilwara Bypass). The total length ofproject road is approximately 87.25 km. The project corridor passes through the towns/villages Piprada, Ghoinda, Kankroli, Gaumata Chowk, Bhawa, Madri, Kunwaria, Fiyavadi,Lapsiya, Khandel, Poltan, Guddakhera, Sahada, Gangapur, Ganeshpura, Bhunas, Megras,Karoi, Gurla, Muzras and Pur. The present carriageway of the project highway is a 2-lanecarriageway with earthen shoulder and is proposed to be widened to four lane with pavedshoulder configuration.

The project road passes through plain and rolling terrain. The landuse is mainly agriculturalwith interspread barren and built up areas.CLIMATE AND ENVIRONMENT

The climate is predominantly hot and dry with 38.6oC as the mean maximum temperatureand 7.8oC as mean minimum temperature. The maximum day temperature howeversometime crosses 46oC and the minimum night temperature goes down to 5o The averageannual rainfall is 650mm. The period from November to February forms the cold seasonfollowed by hot and dry summer from March to June having transition monsoon period fromJuly to September and post-monsoon in October.

DESCRIPTION OF THE PROJECT

PROJECT LOCATION

GENERAL

The Government of India had entrusted to the National Highways Authority of India (NHAI),under Ministry of Shipping, Road Transport and Highway (MOSRT&H), the development ofhighways under National Highways Development Projects (NHDP) and as part of thisendeavour, the authority has decided for rehabilitation and up gradation of Rajsamand-Bhiwara stretch of NH-758 [Newly declared national highway]. The proposed stretch willconnect NH-79 and NH-8.

7373


ANNEXURE - B

EPC COST BREAKUP

7474

Sl. No. Description of Work Total (In Crores)

1Site Clearance and Preliminary Works

including Design of Works100,486,625

2 Earthworks 698,390,000

3 Sub-base and Base Courses 1,207,160,000

4 Bituminous Works 1,706,638,750

5 Culverts 251,850,000

6Major and Minor Bridges, Fly

Overs/VUP/CUP/Overpass and ROB707,500,000

7Drainage & Protective Works including

Reinforced Earth/Retaining Wall796,192,000

8 Toll Plaza Works 150,000,000

9 Traffic Signage & Project Facilities 292,782,625

10Maintenance During Construction and Traffic

Safety During Construction49,500,000

11Miscellaneous Items of Works including

EMP/Safety69,500,000

Total 6,030,000,000

B. EPC COST BREAKUP


Site Clearance and

Preliminary Works

including Design of

Works

2%

Earthworks

12%

Sub-base and Base

Courses

20%

Bituminous Works

28%

Culverts

4%

Major and Minor

Bridges, Fly

Overs/VUP/CUP/Overp

ass and ROB

12%

Drainage & Protective

Works including

Reinforced

Earth/Retaining Wall

13%

Toll Plaza Works

2%

Traffic Signage &

Project Facilities

5%

Maintenance During

Construction and

Traffic Safety During

Construction

1%

Miscellaneous

Items of Works

including

EMP/Safety

1%

7575


ANNEXURE - C

STATUS OF PERMISSION &

APPROVALS

7676

Sr. No. Description Status Description Date Submitted vide letter no. with date

STP from Mining Depatment Vide Lr. No. Kha/Raj II/STP/2 09.04.13







STP from Mining Depatment Vide Lr. No. Kha/Raj II/STP/67 24.04.14Consent to Establish from RSPCB vide Lr. No. F(Mines)/Rajsamand(Rajsamand)/1307(1)/2013-2014/1197-1200/507

01.05.13

Consent to Establish from RSPCB vide Lr. No. F(Mines)/Rajsamand(Rajsamand)/1310(1)/2013-2014/1167-1170/505

01.05.13


01.05.13


01.05.13

STP from Mining Depatment Vide Lr. No. Kha/Bhil/STP/13-14 25.06.13Consent to Establish from RSPCB vide Lr. No. F(Mines)/Bhilwara(Bhilwara)/106(1)/2013-2014/2976-2979/2262 08.07.13


Submitted vide our letter No. BRTPL/BHIL-RAJ/NH-758/NHAI/13/97 date 27.07.13



Permission of state Govt. for extraction of boulders

from quarry. Obtaineda)

Annexure C – Status of Permission and Approvals

7777

../../../ashutosh.tripathi/AppData/Roaming/Microsoft/Excel/11_MPR August-2014 draft/a







a)Permission of state Govt. for extraction of boulders

from quarry. Obtained Consent to Establish from RSPCB vide Lr. No.

F(Mines)/Bhilwara(Bhilwara)/107(1)/2013-2014/2984-2987/2261 08.07.13 Submitted vide Lr. No. 101 dated 05.08.13

Obtained from Grampanchayat 19.01.13


Applied Applied to RSPCB, Jaipur vide letter no. SEL/BHIL-RAJ/NH-758/RSPCB/13/42 19.03.13

c) License for use ofexplosive

Not applicable As we have obtained STP so no need of obtaing explosive license.

Obtained NOC obtained from PHED for Bore wells vide letter no. AA/RAJ/Bhujal/2012-2013-5140 16.01.13

Applied to Executive Engineer, Irregation Department, Rajsamand vide Lr. no. SEL/BHIL-RAJ/NH-758/ID/13/40 19.03.13

Applied to Executive Engineer, Irregation Department, Bhilwara vide Lr. no. SEL/BHIL-RAJ/NH-758/ID/13/43 29.03.13

e)

License from inspector of factories or other

competent authority for setting up batching plant

Obtained Lr. No. Nil 06.05.13

Obtained from Grampanchayat vide Lr. no. Grampanchayat/2013/98 19.01.13


Obtained from RPCB, Jaipur vide Lr. No. RPCB/RO-BHL/RAJ/ROTHG-15/5690 07.03.13

Applied

f)Clearance of Pollution

control board for setting up batching plant

Obtained

d)Permission of the State Govt. for drawing water

from river/reservoir

b)

Permission of Village Panchayat & Pollution

control board for installation of crusher.

Obtained




7878


../../../ashutosh.tripathi/AppData/Roaming/Microsoft/Excel/11_MPR August-2014 draft/c

../../../ashutosh.tripathi/AppData/Roaming/Microsoft/Excel/11_MPR August-2014 draft/e_Permission for district industrial centre.pdf

../../../ashutosh.tripathi/AppData/Roaming/Microsoft/Excel/11_MPR August-2014 draft/f

../../../ashutosh.tripathi/AppData/Roaming/Microsoft/Excel/11_MPR August-2014 draft/b









Applied Applied to RPCB, Jaipur vide Lr. No. SEL/BHIL-RAJ/NH-758/RSPCB/13/41 23.03.13



Obtained Obtained from Grampanchayats & Mining Dept. 19.12.13










Private and revenue tree cutting permission Obtained from Hon'ble District Collector, Bhilwara vide Lr. No. F.12-7{1}(1)RA/2013 24.06.13 Submitted vide Lr. No. 101 dated

05.08.13

Private and revenue tree cutting permissionObtained from Hon'ble District Collector, Rajsamand vide Lr. No. F.12(13)/Raj/2013/8592-8601 dated 29.07.13

07.08.13 Submitted vide letter no. 117 dated 23.09.13

Permission of village Panchayat & State Govt.

for borrow earth

Obtained

g)ObtainedClearance of village

Panchayat & Pollution Control Board for Asphalt

plant

Obtained


Permission of state Govt. for cutting of treesi)

h)

7979


../../../ashutosh.tripathi/AppData/Roaming/Microsoft/Excel/11_MPR August-2014 draft/h

../../../ashutosh.tripathi/AppData/Roaming/Microsoft/Excel/11_MPR August-2014 draft/g

../../../ashutosh.tripathi/AppData/Roaming/Microsoft/Excel/11_MPR August-2014 draft/i







Forest tree cutting permission Obtained from DFO, Bhilwara vide Lr. No. FCA/Uwas/2013/11754 dated 11.09.13 11.09.13

Forest tree cutting permission Obtained from DFO, RAjsamand vide Lr. No. Survey/Uwas/2013-14/4040-45 dated 18.09.13 18.09.13

Enviromental Clearance obtained 25.06.13 Submitted vide Lr. No. 101 dated 05.08.13

j)Any other permits orclearance required underApplicable Laws

Land conversion - Lr. No. Gra.Bhu.Rupa/08/13/402 20/21.03.13

Land conversion - Lr. No. Gra.Bhu.Rupa/08/13/399 20/21.03.13

Land conversion - Lr. No. Pr.S./14/2013 06.03.13



2 Labour License Obtained License No. AJ(L)/270/2013-ALC 08.08.13 Submitted vide letter no. 117 dated 23.09.13


Land conversion Obtained

Obtainedi) Permission of state Govt. for cutting of trees

1

Submitted vide letter no. 117 dated 23.09.13

8080


../../../ashutosh.tripathi/AppData/Roaming/Microsoft/Excel/11_MPR August-2014 draft/j


ANNEXURE - D

STATUS OF DRAWINGS

8181

Scope Submitted Approved Awaited Scope Submitted Approved Awaited Scope Submitted Approved Awaited

ROAD WORKS

1 Plan & Profile 50.000 50.000 50.000 0.000 37.25 37.25 37.250 0.000 87.25 87.25 87.25 0.00

2 Typical Cross-sections 50.000 50.000 50.00 0.000 37.25 37.25 37.25 0.00 87.25 87.25 87.25 0

STRUCTURES

1 Major Bridges Nos 1 1 1 0 0 0 1 1 1 0

2 ROB Nos 1 1 1 0 0 1 1 1 0

4 Pedestrian Underpass Nos 8 8 8 0 3 3 3 0 11 11 11 0

5 Vehicular Underpass Nos 3 3 3 0 0 3 3 3 0

6 Minor Bridge Nos 8 8 8 0 8 8 7 1 16 16 15 1

7 Box Culvert Nos 111 108 104 4 93 92 90 2 204 200 194 6

8 Hume Pipe Culvert Nos 47 47 45 2 4 4 4 0 51 51 49 2

Total 179 176 170 6 108 107 104 3 287 283 274 9

1 Retaining Wall 30T/m2 SBC Nos 1 1 1 0 1 1 1 0

2 R.E WallLocatio

ns7 7 6 1 3 3 3 0 10 10 9 1

KM


D. STATUS OF DRAWINGS

Sl No Drawing Description UnitSection - 1 (D. Ch .0.000 to D. Ch. 50.000) Section - 2 (D. Ch. 50.000 to D. Ch. 87.250) Total (Project)

82


ANNEXURE - E

PROGRESS STRIP CHART -

HIGHWAYS

8383

BC KM 100.000 42.000 41.800 83.800 83.80%

DBM KM 100.000 47.300 46.500 93.800 93.80%

KERB KM 109.000 47.500 47.600 95.100 87.25%

WMM 2 KM 100.000 47.500 47.600 95.100 95.10%

WMM 1 KM 100.000 47.500 47.700 95.200 95.20%

GSB KM 100.000 47.500 47.900 95.400 95.40%

SG TOP KM 100.000 48.000 47.600 95.600 95.60%

EMB TOP KM 100.000 48.300 47.800 96.100 96.10%

C&G KM 100.000 48.900 48.800 97.700 97.70%

BC KM 74.500 33.000 33.400 66.400 89.13%

DBM KM 74.500 35.700 36.200 71.900 96.51%

KERB KM 81.200 35.700 36.200 71.900 88.55%

WMM 2 KM 74.500 35.900 36.200 72.100 96.78%

WMM 1 KM 74.500 35.900 36.200 72.100 96.78%

GSB KM 74.500 36.300 36.600 72.900 97.85%

SG TOP KM 74.500 36.300 36.600 72.900 97.85%

EMB TOP KM 74.500 36.400 36.500 72.900 97.85%

C&G KM 74.500 36.700 36.900 73.600 98.79%

BC KM 174.500 75.00 75.20 150.200 86.07%

DBM KM 174.500 83.00 82.70 165.700 94.96%

KERB KM 190.200 83.20 83.80 167.000 87.80%

WMM 2 KM 174.500 83.40 83.80 167.200 95.82%

WMM 1 KM 174.500 83.40 83.90 167.300 95.87%

GSB KM 174.500 83.80 84.50 168.300 96.45%

SG TOP KM 174.500 84.30 84.20 168.500 96.56%

EMB TOP KM 174.500 84.70 84.30 169.000 96.85%

C&G KM 174.500 85.60 85.70 171.300 98.17%


E. PROGRESS SUMMARY

LKM SUMMARY - SEC - 2

ITEM

DESCRITPTIONUNIT SCOPE LHS RHS TOTAL

% Age

COMPLETION

LKM SUMMARY - SEC 1

ITEM


% Age

COMPLETION

LKM SUMMARY - PROJECT

ITEM


% Age

COMPLETION

8484

PROGRESS STRIP CHART (HIGHWAY)


SCOPE 2200

COMPLETED 1700

IN PROGRESS 1000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5800

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7600

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7600

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7600

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7600

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7600

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7700

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7700

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7700

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7700

0

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

8.0

00

8.000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7500

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6800

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7800

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7800

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7800

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7800

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7800

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7800

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7800

0

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

SCOPE 2100

COMPLETED 1900

IN PROGRESS 0

ROAD C&G C C EXC E E EMB WIP M M EMB TOP T T SG 1 S1 S1 SG topS2 S2 GSB G G WMM 1 1 1 WMM 2 W W KERB DBM D D BC B B

DBM

KERB

WMM 2

WMM 1

GSB

SG Top

SG 2

SG 1

EMB TOP

EXC

LHS

SE

RV

ICE

RO

AD

BC

7.0

00

RH

S

BC

DBM

KERB

C&G

D. CHAINAGE

0.0

00

1.0

00

2.0

00

3.0

00

WMM 2

WMM 1

GSB

SG Top

SG 2

SG 1

4.0

00

5.0

00

6.0

00

EMB TOP

EXC

C&G

SE

RV

ICE

RO

AD

LEGEND:

8585



SCOPE 1900

COMPLETED 1700

IN PROGRESS 0

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6500

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7400

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7400

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7800

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7800

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7800

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7800

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7800

0

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7800

16

.00

0

8.000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6700

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7100

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6400

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7500

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7500

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7800

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7800

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7800

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7800

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7800

0

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

SCOPE 1900

COMPLETED 700

IN PROGRESS 900


LHS

SE

RV

ICE

RO

AD

BC

DBM

EXC

KERB

WMM 2

WMM 1

GSB

SG Top

SG 2

SG 1

EMB TOP

15

.00

0

RH

S

BC

DBM

KERB

WMM 2

C&G

D. CHAINAGE

8.0

00

9.0

00

10

.00

0

11

.00

0

WMM 1

GSB

SG Top

SG 2

SG 1

EMB TOP

12

.00

0

13

.00

0

14

.00

0

EXC

C&G

SE

RV

ICE

RO

AD

LEGEND:

8686



SCOPE 1000

COMPLETED 500

IN PROGRESS 100

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5800

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7100

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7200

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7200

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7200

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7200

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7200

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7200

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7800

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3400

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7800

24

.00

0

8.000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5300

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7100

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7100

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7100

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7200

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7200

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7200

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7200

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7200

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7600

0

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7800

SCOPE 900

COMPLETED 600

IN PROGRESS 0


LHS

SE

RV

ICE

RO

AD

BC

DBM

SG 2

SG 1

18

.00

0

19

.00

0

20

.00

0

21

.00

0

22

.00

0

23

.00

0

EMB TOP

EXC

C&G

D. CHAINAGE

16

.00

0

17

.00

0

KERB

WMM 2

WMM 1

GSB

SG Top

RH

S

BC

DBM

EMB TOP

EXC

C&G

SE

RV

ICE

RO

AD

KERB

WMM 2

WMM 1

GSB

SG Top

SG 2

SG 1

LEGEND:

8787



SCOPE 700

COMPLETED 700

IN PROGRESS 0

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7600

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

32

.00

0

8.000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6900

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

0

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

SCOPE 700

COMPLETED 600

IN PROGRESS 0


SG 2

SG 1

EMB TOP

EXC

C&G

D. CHAINAGE

LHS

SE

RV

ICE

RO

AD

BC

DBM

KERB

WMM 2

WMM 1

GSB

SG Top

SG 2

SG 1

EMB TOP

EXC

C&G

SE

RV

ICE

RO

AD

30

.00

0

31

.00

0

RH

S

BC

DBM

KERB

WMM 2

WMM 1

GSB

SG Top

24

.00

0

25

.00

0

26

.00

0

27

.00

0

28

.00

0

29

.00

0

LEGEND:

8888



SCOPE 0

COMPLETED 0

IN PROGRESS 0

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7300

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

40

.00

0

8.000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

0

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

SCOPE 0

COMPLETED 0

IN PROGRESS 0


SG 2

SG 1

EMB TOP

EXC

C&G

D. CHAINAGE

LHS

SE

RV

ICE

RO

AD

BC

DBM

KERB

WMM 2

WMM 1

GSB

SG Top

38

.00

0

39

.00

0

RH

S

BC

DBM

KERB

WMM 2

WMM 1

GSB

SG Top

32

.00

0

33

.00

0

34

.00

0

35

.00

0

36

.00

0

37

.00

0

SG 2

SG 1

EMB TOP

EXC

C&G

SE

RV

ICE

RO

AD

LEGEND:

8989



SCOPE 0

COMPLETED 0

IN PROGRESS 0

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6800

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7300

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7300

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7300

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7300

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7300

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7300

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7300

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7300

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7300

0

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7300

48

.00

0

8.000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6900

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7300

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7300

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7300

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7300

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7300

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7300

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7300

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7300

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7300

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3100

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7300

SCOPE 0

COMPLETED 0

IN PROGRESS 0


KERB

WMM 2

WMM 1

GSB

SG Top

SG 2

SG 1

EMB TOP

EXC

C&G

LHS

SE

RV

ICE

RO

AD

BC

DBM

GSB

SG Top

45

.00

0

46

.00

0

47

.00

0

BC

DBM

KERB

WMM 2

WMM 1

D. CHAINAGE

40

.00

0

41

.00

0

42

.00

0

43

.00

0

44

.00

0C&G

SE

RV

ICE

RO

AD

LEGEND:

RH

S

SG 2

SG 1

EMB TOP

EXC

9090



SCOPE 700

COMPLETED 600

IN PROGRESS 100

1 1 1 1 1 1 1 1 800

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1900

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1900

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1900

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1900

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1900

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1900

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1900

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1900

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1900

0

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1700

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2000

0

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2000

SCOPE 700

COMPLETED 700

IN PROGRESS 0

ROAD C&G C C EXC E E EMB WIP M M EMB TOP T T SG 1 S1 S1 SG top S2 S2 GSB G G WMM 1 1 1 WMM 2 W W KERB DBM D D BC B B

LHS

SE

RV

ICE

RO

AD

BC

DBM

EXC

C&G

KERB

WMM 2

WMM 1

GSB

SG Top

SG 2

SG 1

EMB TOP

RH

S

BC

DBM

KERB

WMM 2

WMM 1

GSB

D. CHAINAGE

48

.00

0

49

.00

0

50

.00

0

SE

RV

ICE

RO

AD

LEGEND:

SG Top

SG 2

SG 1

EMB TOP

EXC

C&G

9191



SCOPE 800

COMPLETED 400

IN PROGRESS 400

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6900

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7600

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7400

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7600

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7600

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7600

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7600

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7600

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7600

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7700

0

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7700

58

.00

0

8.000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6800

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2700

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

SCOPE 800

COMPLETED 800

IN PROGRESS 0


DBM

KERB

WMM 2

WMM 1

GSB

SG Top

SG 2

SG 1

EMB TOP

EXC

LHS

SE

RV

ICE

RO

AD

BC

57

.00

0

RH

S

BC

DBM

KERB

WMM 2

WMM 1

C&G

CHAINAGE

50

.00

0

51

.00

0

52

.00

0

53

.00

0GSB

SG Top

SG 2

SG 1

EMB TOP

EXC

54

.00

0

55

.00

0

56

.00

0

C&G

SE

RV

ICE

RO

AD

LEGEND:

9292



SCOPE 0

COMPLETED 0

IN PROGRESS 0

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7800

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7900

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7900

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 200

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

66

.00

0

8.000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7800

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7900

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7900

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7900

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7900

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7900

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7900

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7900

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7900

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2600

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

SCOPE 0

COMPLETED 0

IN PROGRESS 0


GSB

SG Top

SG 2

SG 1

EMB TOP

EXC

LHS

SE

RV

ICE

RO

AD

BC

DBM

KERB

WMM 2

WMM 1

65

.00

0

RH

S

BC

DBM

KERB

WMM 2

C&G

CHAINAGE

58

.00

0

59

.00

0

60

.00

0

61

.00

0

WMM 1

GSB

SG Top

SG 2

SG 1

EMB TOP

62

.00

0

63

.00

0

64

.00

0

EXC

C&G

SE

RV

ICE

RO

AD

LEGEND:

9393



SCOPE 700

COMPLETED 700

IN PROGRESS 0

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 200

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

74

.00

0

8.000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

1 1 1 1 1 1 1 1 1 1 1 1100

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8000

SCOPE 700

COMPLETED 300

IN PROGRESS 0


WMM 1

GSB

SG Top

SG 2

SG 1

EMB TOP

LHS

SE

RV

ICE

RO

AD

BC

DBM

KERB

WMM 2

72

.00

0

73

.00

0

RH

S

BC

DBM

KERB

WMM 2

EXC

C&G

CHAINAGE

66

.00

0

67

.00

0

68

.00

0

WMM 1

GSB

SG Top

SG 2

SG 1

EMB TOP

69

.00

0

70

.00

0

71

.00

0

EXC

C&G

SE

RV

ICE

RO

AD

LEGEND:

9494



SCOPE 0

COMPLETED 0

IN PROGRESS 0

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6800

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7600

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7700

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7700

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7700

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7700

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7700

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7700

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7700

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7700

1 1 1 1 1 1 600

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7800

82

.00

0

8.000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6700

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7600

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7600

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7600

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7600

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7700

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7700

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7700

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7700

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7700

1 1 1 1 1 500

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7700

SCOPE 0

COMPLETED 0

IN PROGRESS 0


LHS

SE

RV

ICE

RO

AD

BC

DBM

EXC

C&G

KERB

WMM 2

WMM 1

GSB

SG Top

SG 2

SG 1

EMB TOP

79

.00

0

80

.00

0

81

.00

0

BC

DBM

KERB

WMM 2

WMM 1

CHAINAGE

74

.00

0

75

.00

0

76

.00

0

77

.00

0

78

.00

0C&G

SE

RV

ICE

RO

AD

LEGEND:

RH

S

GSB

SG Top

SG 2

SG 1

EMB TOP

EXC

9595



SCOPE 0

COMPLETED 0

IN PROGRESS 0

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4600

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4600

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4600

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4600

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5000

1 100

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5200

-82.000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4200

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4700

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4700

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4700

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4700

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5000

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5000

0

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5200

SCOPE 0

COMPLETED 0

IN PROGRESS 0


LHS

SE

RV

ICE

RO

AD

BC

DBM

EXC

C&G

KERB

WMM 2

WMM 1

GSB

SG Top

SG 2

SG 1

EMB TOP

87

.00

0

87

.50

0

RH

S

BC

DBM

KERB

WMM 2

WMM 1

CHAINAGE

82

.00

0

83

.00

0

84

.00

0

85

.00

0

86

.00

0C&G

SE

RV

ICE

RO

AD

LEGEND:

GSB

SG Top

SG 2

SG 1

EMB TOP

EXC

9696


ANNEXURE - F

PROGRESS STRIP CHART - ROB,

MAJOR & MINOR BRIDGES and

CUPs, VUPs & PUPs

9797

BH

ILWA

RA

- RA

JSA

MA

ND

TO

LLWA

Y P

RIV

AT

E LIM

ITE

D

0+891

10+218

15+175

2+989

3+190

20+545

27+358

49+428

52+835

67+932

83+705

20+340

40+640

7+290

16+530

24+900

28+960

34+540

41+430

48+960

49+866

61+015

62+813

67+060

71+795

72+000

73+115

75+194

81+105

New

New

New

New

New

New

New

New

New

New

New

New

New

Existing

Existing

Existing

Existing

Existing

New

Existing

Existing

New

New

New

Existing

Existing

Existing

Existing

New

Wa

ll

Fo

un

da

tion

PC

C

3rd

lift

2n

d lift

1st lift

VUP

VUP

VUP

CUP

PUP

PUP

PUP

PUP

PUP

PUP

PUP

ROB

Major Bridge

Minor Bridge

Minor Bridge

Minor Bridge

Minor Bridge

Minor Bridge

Minor Bridge

Minor Bridge

Minor Bridge

Minor Bridge

Minor Bridge

Minor Bridge

Minor Bridge

Minor Bridge

Minor Bridge

Minor Bridge

Minor Bridge

1st lift

2n

d lift

3rd

lift

PC

C

Fo

un

da

tion

Wa

ll

LE

GE

ND

:C

om

ple

ted

VU

PR

OB

PU

PM

JB

MN

B

D. C

HA

IN

AG

E

TY

PE

OF C

ON

ST

RU

CT

IO

N

LHS

Fin

ish

ing

R/W

Sla

b

Ca

p

Wa

llFo

un

da

tion

PC

C

Fin

ish

ing

IN

PR

OG

RE

SS

Ex

ca

va

tion

La

yo

ut

ST

RU

CT

UR

E N

O.

RHS

La

yo

ut

Ex

ca

va

tion

R/W

Sla

b

PC

C

Fo

un

da

tion

Wa

ll

98

98


ANNEXURE - G

PROGRESS STRIP CHART -

CULVERTS

9999

PROGRESS STRIP CHART (PIPE CULVERTS)) BHILWARA RAJSAMAND TOLLWAY PRIVATE LIMITED

0.540

0.690

0.840

1.920

2.190

2.270

2.380

2.990

3.500

3.750

3.770

4.280

4.350

4.525

4.625

4.900

5.100

5.280

5.335

5.960

6.375

6.890

7.020

7.825

8.120

8.480

8.900

9.190

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Protection workPipe

p pipe

pipe

pipe

pipe

Pipe

pipe

pipe

Pipe

Pipe Pipe pipe pipe Pipe Pipe Pipe pipe

Final lift

Pipe

pipe

p

pipe

pipe

pipe

pipe

pipe

Pipe

pipe

pipe

Pipe

Pipe Pipe

pipe

pipe

pipe

Pipe Pipe pipe Pipe pipe

pipe

Pipe Pipe Pipe Pipe pipe

2nd lift

Pipe

pipe

p

pipe

pipe

pipe

pipe

pipe

Pipe

pipe

pipe

Pipe

Pipe Pipe

pipe

pipe

pipe


pipe


1st lift

Pipe

pipe

p

pipe

pipe

pipe

pipe

pipe

Pipe

pipe

pipe

Pipe

Pipe Pipe

pipe

pipe

pipe


pipe


PCC

Pipe

pipe

p

pipe

pipe

pipe

pipe

pipe

Pipe

pipe

pipe

Pipe

Pipe Pipe

pipe

pipe

pipe

Pipe Pipe

pipe

Pipe pipe

pipe


Excavation

Pipe

pipe

p

pipe

pipe

pipe

pipe

pipe

Pipe

pipe

pipe

Pipe

Pipe Pipe

pipe

pipe

pipe

Pipe Pipe

pipe

Pipe pipe

pipe


Pipe Laying

Pipe

pipe

p

pipe

pipe

pipe

pipe

pipe

Pipe

pipe

pipe

Pipe

Pipe Pipe

pipe

pipe

pipe


pipe


Pipe bed PCC Pipe

pipe

p

pipe

pipe

pipe

pipe

pipe

Pipe

pipe

pipe

Pipe

Pipe Pipe pipe

pipe

pipe

Pipe Pipe

pipe

Pipe pipe

pipe


Excavation for Pipe Pipe

pipe

p

pipe

pipe

pipe

pipe

pipe

Pipe

pipe

pipe

Pipe

Pipe Pipe pipe

pipe

pipe

Pipe Pipe

pipe

Pipe pipe

pipe


Layuot Pipe

pipe

p

pipe

pipe

pipe

pipe

pipe

Pipe

pipe

pipe

Pipe

Pipe Pipe pipe

pipe

pipe

Pipe Pipe

pipe

Pipe pipe

pipe


Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Layuot

pipe

pipe

p pipe

pipe pipe pipe pipe Pipe

pipe

pipe

pipe

pipe

pipe

pipe

pipe Pipe Pipe Pipe pipe Pipe pipe pipe

pipe Pipe pipe

pipe

pipe

Excavation for Pipe

pipe

pipe

p pipe


pipe

pipe

pipe

pipe

pipe

pipe


pipe Pipe pipe

pipe

pipe

Pipe bed PCC

pipe

pipe

p pipe


pipe

pipe

pipe

pipe

pipe

pipe


pipe Pipe pipe

pipe

pipe

Pipe Laying

pipe

pipe

p pipe


pipe

pipe

pipe

pipe

pipe

pipe


pipe Pipe pipe

pipe

pipe

Excavation

Pipe

pipe

p pipe


pipe

pipe

pipe

pipe

pipe

pipe


pipe Pipe pipe

pipe

pipe

PCC

Pipe

pipe

p pipe


pipe

pipe

pipe

pipe

pipe

pipe


pipe Pipe pipe

pipe

pipe

1st lift

Pipe

pipe

p pipe


pipe

pipe

pipe

pipe

pipe

pipe


pipe Pipe pipe

pipe

pipe

2nd lift

Pipe

pipe

p pipe


pipe

pipe

pipe

pipe

pipe

pipe


pipe Pipe pipe

pipe

pipe

Final lift

Pipe

pipe

p pipe


pipe

pipe

pipe

pipe

pipe

pipe


pipe Pipe pipe

pipe

pipe

Protection work

Pipe

p pipe pipe pipe pipe Pipe

pipe

pipe

Pipe

Pipe

Pipe

Pipe Pipe pipe Pipe Pipe Pipe pipe

RH

S

He

ad

wa

ll

CHAINAGE

TYPE OF CONSTRUCTION

LH

S He

ad

wa

ll

STRUCTURE NO.

100

PROGRESS STRIP CHART (PIPE CULVERTS)) BHILWARA RAJSAMAND TOLLWAY PRIVATE LIMITED

Protection work

Final lift

2nd lift

1st lift

PCC

Excavation

Pipe Laying

Pipe bed PCC

Excavation for Pipe

Layuot

Layuot

Excavation for Pipe

Pipe bed PCC

Pipe Laying

Excavation

PCC

1st lift

2nd lift

Final lift

Protection work

RH

S

He

ad

wa

ll

CHAINAGE

TYPE OF CONSTRUCTION

LH

S He

ad

wa

ll

STRUCTURE NO.

9.230

9.470

10.400

12.490

13.626

14.341

15.700

15.780

17.300

20.465

24.450

25.700

26.310

26.775

27.225

27.300

27.520

28.850

30.160

76

.95

0

77

.39

0

77

.55

0

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

Reco

ns.

pipe pipe Pipe pipe pipe pipe pipe p Pipe pipe pipe pipe pipe pipe pipe pipe Pipe Pipe Pipe

Pipe pipe pipe Pipe pipe pipe pipe pipe p Pipe pipe pipe pipe pipe pipe pipe pipe pipe pipe





Pipe pipe pipe Pipe pipe pipe Pipe Pipe p Pipe pipe pipe pipe pipe pipe pipe pipe pipe Pipe

Pipe pipe pipe Pipe pipe pipe Pipe Pipe Pipe Pipe pipe pipe pipe pipe pipe pipe pipe pipe Pipe



Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

Pip

e

pipe

Pipe pipe pipe pipe Pipe Pipe Pipe pipe pipe Pipe pipe pipe pipe

pipe

Pipe pipe pipe pipe Pipe Pipe Pipe pipe pipe Pipe pipe pipe pipe

pipe

pipe pipe Pipe pipe pipe pipe pipe pipe Pipe Pipe Pipe pipe pipe Pipe pipe pipe pipe

pipe

pipe pipe Pipe pipe pipe pipe pipe pipe Pipe Pipe Pipe pipe pipe Pipe pipe pipe pipe

pipe

Pipe pipe Pipe Pipe Pipe Pipe pipe pipe P Pipe pipe pipe pipe

pipe

Pipe pipe Pipe Pipe Pipe Pipe pipe pipe P Pipe

pipe

Pipe pipe Pipe Pipe Pipe pipe pipe Pipe pipe pipe

pipe

Pipe pipe Pipe PP Pipe pipe pipe Pipe pipe pipe

pipe

Pipe pipe Pipe P Pipe pipe pipe Pipe pipe pipe

pipe pipe Pipe p pipe p Pipe pipe p p pipe pipe pipe pipe pipe pipe p

101

PROGRESS STRIP CHART (BOX SLAB CULVERTS) BHILWARA RAJSAMAND TOLLWAY PRIVATE LIMITED

0.9

60

2.2

70

4.1

75

4.2

40

4.3

25

4.4

30

5.0

00

5.2

00

5.5

70

5.6

40

6.3

20

6.6

10

7.1

00

7.5

70

7.7

70

7.8

60

8.2

20

8.6

80

10

.10

0

10

.15

0

10

.70

0

10

.72

0

11

.00

0

11

.03

0

11

.30

0

11

.45

0

11

.56

0

11

.79

0

12

.10

0

12

.56

0

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Crash Barrier Box

Box

Box

Box

Box Box box

box

box

box

Box

Box box

box

Box Box box Box Box Box box Box box box Box Box Box Box Box Box

R/W Box

Box

Box

Box

Box Box box

box

box

box

Box Box box

box

Box Box box Box Box Box box

Box box box Box Box Box Box Box Box

SUPER

STRUCTURE Box

Box

Box

Box Box Box box

box

box

box

Box Box box

box

Box Box box

Box Box Box box

Box box

box

Box Box Box Box Box Box

SUBSTRUCTURE Box

Box

Box

Box Box Box box

box

box

box

Box Box box

box

Box Box box

Box Box Box box

Box box

box


FOUNDATION Box

Box

Box

Box Box Box box

box

box

box

Box Box box

box

Box Box box

Box Box Box box

Box box

box


PCC Box

Box

Box

Box Box Box box

box

box

box

Box Box box

box

Box Box box

Box Box Box box

Box box

box


EXCAVATION Box

Box Box

Box Box Box box box box box Box Box box box Box Box box Box Box Box box Box box box Box Box Box Box Box Box

LAYOUT Box

Box Box

Box Box Box box box box box Box Box box box Box Box box Box Box Box box Box box box Box Box Box Box Box Box

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

LAYOUT Box

Box

Box

Box

box box box box Box

Box

Box

box

box

Box Box box Box Box Box box Box box box box box box Box Box Box

EXCAVATION Box

Box

Box

Box

box

box

box

box

Box

Box

Box

box

box

Box

Box

box

Box

Box

Box

box

Box

box

box

box

box

box

Box

Box

Box

PCC Box

Box

Box

Box

box

box

box

box

Box

Box

Box

box

box

Box

Box

box

Box

Box

Box

box

Box

box

box

box

box

box

Box

Box

Box

FOUNDATION Box

Box

Box

Box

box

box

box

box

Box

Box

Box

box

box

Box

Box

box

Box

Box

Box

box

Box

box

box

box

box

Box

Box

Box

Box

SUBSTRUCTURE Box

Box

Box

Box

box

box

box

Box

Box

Box

Box

box

box

Box

Box

box

Box

Box

Box

box

Box

box

box

box

Box

Box

Box

Box

Box

SUPER

STRUCTURE Box

Box

Box

Box

box

box

box

Box

Box

Box

Box

box

box

Box

Box

box

Box

Box

Box

box

Box

box

box

Box

Box

Box

Box

Box

Box

R/W Box

Box

Box

Box

Box

Box

Box

Box

Box

Box

Box

box

box

Box

Box

box

Box

Box

Box

box

Box

box

box

Box

Box

Box

Box

Box

Box

Crash Barrier Box

Box

Box

Box

Box

Box

Box

Box

Box

Box

Box

box

box

Box

Box

box

Box

Box

Box

box

Box

box

box

Box

Box

Box

Box

Box

Box

LEGEND : Completed Box

D. CHAINAGE

TYPE OF

CONSTRUCTION

LH

S

STRUCTURE NO.

RH

S

102


Crash Barrier

R/W

SUPER

STRUCTURE

SUBSTRUCTURE

FOUNDATION

PCC

EXCAVATION

LAYOUT

LAYOUT

EXCAVATION

PCC

FOUNDATION

SUBSTRUCTURE

SUPER

STRUCTURE

R/W

Crash Barrier

LEGEND :

D. CHAINAGE

TYPE OF

CONSTRUCTION

LH

S

STRUCTURE NO.

RH

S

12

.70

0

13

.10

0

13

.40

0

15

.20

0

16

.90

6

17

.05

0

18

.88

0

19

.93

0

21

.00

0

21

.20

0

21

.35

0

21

.67

0

22

.00

0

22

.34

5

22

.70

0

23

.00

0

23

.30

0

24

.99

3

25

.56

0

25

.87

9

26

.02

5

26

.75

2

26

.91

6

27

.45

0

27

.98

8

28

.15

0

29

.06

5

29

.40

0

29

.46

0

Re

con

s

Re

con

s

Re

con

s

NEW

Re

con

s

Re

con

s

Re

con

s

Re

con

s

NEW

NEW

NEW

NEW

NEW

NEW

NEW

NEW

NEW

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Box Box Box Box Box Box Box Box Box Box Box Box Box Box box box Box box Box b Box Box Box box Box b box Box Box

Box Box Box Box Box Box Box Box b Box Box Box Box Box box boxBox

boxBox b Box Box Box box Box b

boxBox Box

Box Box Box Box Box Box Box Box Box Box Box Box Box Box box boxBox

boxBox b Box Box Box box Box bb

boxBox Box


boxBox b Box Box Box Box Box Box

boxBox Box


boxBox b Box Box Box box Box Box

boxBox Box


boxBox b Box Box

Box boxBox Box

boxBox Box


boxBox b Box Box

Box boxBox Box

boxBox Box

Box Box Box Box Box Box Box Box Box Box Box Box Box Box box box Box box Box b Box Box Box box Box Box box Box Box

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

box box Box Box box box Box Box Box Box Box Box Box BoxBOX BOX Box BOX Box BOX BOX BOX BOX BOX BOX BOX BOX BOX box

box

box

Box

Box

box

box

Box

Box

Box

Box

Box

Box

Box

Box

BOX BOX Box BOX Box BOX BOX BOX BOX BOX BOX BOX BOX BOX box

box

box

Box

Box

box

box

Box

Box

Box

Box

Box

Box

Box

Box


box

box

Box

Box

box

box

Box

Box

Box

Box

Box

Box

Box

Box


box

box

Box

Box

box

box

Box

Box

Box

Box

Box

Box

Box

Box


Box

box

Box

Box

box

box

Box

Box

Box

Box

Box

Box

Box

Box


Box

Box

Box

Box

Box

Box

Box

Box

b

Box

Box

Box

Box

Box

box

box

Box box Box Box Box Box Box box Box b BOX BOX b

Box

Box

Box

Box

Box

Box

Box

Box

b

Box

Box

Box

Box

Box

box

box

Box box Box b Box Box Box box Box b box box b

IN PROGRESS

103


Crash Barrier

R/W

SUPER

STRUCTURE

SUBSTRUCTURE

FOUNDATION

PCC

EXCAVATION

LAYOUT

LAYOUT

EXCAVATION

PCC

FOUNDATION

SUBSTRUCTURE

SUPER

STRUCTURE

R/W

Crash Barrier

LEGEND :

D. CHAINAGE

TYPE OF

CONSTRUCTION

LH

S

STRUCTURE NO.

RH

S

31

.72

0

32

.49

0

34

.00

0

34

.78

9

36

.20

1

36

.33

1

37

.64

9

38

.97

5

39

.07

5

39

.26

0

39

.38

0

39

.52

0

39

.78

5

39

.95

5

40

.28

0

40

.37

0

40

.89

0

41

.78

5

41

.90

0

42

.07

0

42

.14

0

42

.30

0

42

.50

0

42

.55

0

42

.72

5

43

.02

0

43

.44

0

44

.20

0

44

.35

0

45

.78

0

46

.08

0

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

NEW

NEW

NEW

NEW

NEW

NEW

NEW

NEW

NEW

NEW

Re

con

s

NEW

Re

con

s

NEW

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

NEW

b Box BOX BOX b BOX Box Box Box box Box BOX BOX BOX Box BOX Box BOX BOX Box box box BOX box BOX BOX BOX BOX b b Box

b Box BOX BOX b BOX Box Box Box box Box BOX BOX BOX Box BOX Box BOX BOX Box box box BOX box BOX BOX BOX BOX b b Box

b Box b Box Box Box box Box Box box Box box box box box box box box box box box box Box Box

b Box b Box Box Box box Box Box box Box box box box box box box

b Box Box Box Box Box Box Box box box

b Box Box Box Box Box Box Box



Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

box Box Box Box BOX box Box Box Box Box Box box box b box BOX BOX BOX b Box



box BOX box Box Box Box box box b box BOX BOX BOX b Box

box BOX box Box Box Box box box b box BOX BOX BOX b Box

box BOX box Box Box Box box box b box BOX BOX BOX b b Box

b Box b b b b Box Box Box box Box BOX BOX BOX Box BOX Box BOX BOX Box box box b box BOX BOX bb bb b b Box

b Box b b b b Box Box Box box Box BOX BOX BOX Box BOX Box BOX BOX Box box box b box BOX BOX b b b b Box

IN PROGRESS Box

104


Crash Barrier

R/W

SUPER

STRUCTURE

SUBSTRUCTURE

FOUNDATION

PCC

EXCAVATION

LAYOUT

LAYOUT

EXCAVATION

PCC

FOUNDATION

SUBSTRUCTURE

SUPER

STRUCTURE

R/W

Crash Barrier

LEGEND :

D. CHAINAGE

TYPE OF

CONSTRUCTION

LH

S

STRUCTURE NO.

RH

S

46

.48

0

46

.92

0

47

.34

0

47

.56

0

47

.57

0

48

.00

0

48

.33

0

48

.53

0

48

.62

5

49

.18

0

49

.30

0

49

.70

0

53

.35

0

51

.47

0

52

.19

0

53

.90

0

54

.92

2

55

.22

2

55

.31

0

55

.40

0

55

.45

0

55

.63

0

55

.71

0

58

.91

0

59

.02

0

59

.52

0

59

.57

0

59

.61

0

59

.63

7

59

.67

3

59

.69

0

NEW

Re

con

s

NEW

NEW

NEW

NEW

NEW

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

NEW

Re

con

s

NEW

NEW

NEW

Re

con

s

Re

con

s

NEW

box box box box Box Box Box box box Box box box Box Box b Box b b BOX BOX Box BOX Box Box Box Box Box Box Box Box Box

box box box box Box Box Box box box Box box box Box Box b Box Box Box Box Box Box Box Box Box Box Box

box box box box box box box box Box Box b Box Box Box Box Box Box Box Box

box box box box Box Box b Box Box BOX Box Box Box Box Box Box

box box box box Box Box b Box BOX BOX BOX BOX Box BOX Box Box Box Box Box Box

box Box Box b Box BOX BOX BOX BOX Box BOX Box Box Box Box Box Box



Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

box box box box box box box box box Box box BOX Box BOX Box b b b BOX Box BOX BOX Box Box Box Box Box




box box box box box box box box box Box box BOX Box Box b b b BOX Box BOX BOX Box Box Box Box Box

box box box box box box box box box Box box BOX Box Box b b b BOX Box BOX BOX Box Box Box Box Box

box box box box box box box box box Box box box Box b Box b b b BOX Box BOX Box Box Box Box Box Box Box

box box box box box box box box box Box box box Box b b Box b b b BOX Box BOX Box Box Box Box Box Box Box Box Box

Box IN PROGRESS

105


Crash Barrier

R/W

SUPER

STRUCTURE

SUBSTRUCTURE

FOUNDATION

PCC

EXCAVATION

LAYOUT

LAYOUT

EXCAVATION

PCC

FOUNDATION

SUBSTRUCTURE

SUPER

STRUCTURE

R/W

Crash Barrier

LEGEND :

D. CHAINAGE

TYPE OF

CONSTRUCTION

LH

S

STRUCTURE NO.

RH

S

59

.70

0

59

.82

0

59

.90

0

59

.97

0

59

.98

0

60

.00

0

60

.10

0

60

.30

0

60

.40

0

60

.58

0

60

.63

0

60

.83

0

60

.92

0

61

.00

0

61

.40

0

61

.81

0

62

.10

0

62

.46

0

62

.67

0

62

.83

0

63

.07

0

63

.10

0

63

.27

0

63

.33

0

63

.57

0

64

.04

0

64

.18

0

65

.93

0

66

.21

7

66

.36

0

66

.66

5

67

.02

0

Re

con

s

Re

con

s

Re

con

s

NEW

NEW

Re

con

s

NEW

Re

con

s

Re

con

s

NEW

NEW

NEW

Re

con

s

NEW

Re

con

s

Re

con

s

Re

con

s

NEW

NEW

NEW

Re

con

s

NEW

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

NEW

NEW

NEW

Box Box Box Box Box Box Box Box Box Box b Box Box Box Box Box b b Box Box Box Box b Box BOX BOX Box BOX BOX BOX BOX Box

Box Box Box Box Box Box Box Box Box Box b Box Box Box Box b b Box Box Box Box b Box Box

Box Box Box Box Box Box Box Box Box b Box Box Box Box b Box

Box Box Box Box Box Box Box Box Box b Box Box Box Box b Box BOX BOX

Box Box Box Box Box Box Box Box b Box Box Box Box b Box BOX BOX BOX BOX BOX BOX

Box Box Box Box Box Box Box Box b Box Box Box Box BOX b Box BOX BOX BOX BOX BOX BOX



Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Box Box Box Box Box b Box Box Box Box BOX BOX BOX b Box BOX BOX Box BOX BOX BOX BOX



Box Box Box Box Box b Box Box Box Box BOX b Box BOX BOX Box BOX BOX BOX BOX



Box Box Box Box Box Box b Box Box Box b Box Box Box Box b b Box Box Box Box b Box BOX BOX Box BOX BOX BOX BOX Box

Box Box Box Box Box Box b Box Box Box b Box Box Box Box Box b b Box Box Box Box b Box BOX BOX Box BOX BOX BOX BOX Box

Box

106


Crash Barrier

R/W

SUPER

STRUCTURE

SUBSTRUCTURE

FOUNDATION

PCC

EXCAVATION

LAYOUT

LAYOUT

EXCAVATION

PCC

FOUNDATION

SUBSTRUCTURE

SUPER

STRUCTURE

R/W

Crash Barrier

LEGEND :

D. CHAINAGE

TYPE OF

CONSTRUCTION

LH

S

STRUCTURE NO.

RH

S

67

.30

0

67

.68

0

67

.72

0

68

.28

0

68

.70

0

69

.18

7

69

.27

0

69

.67

5

70

.00

0

70

.48

0

70

.70

0

70

.95

0

71

.22

0

71

.64

0

72

.41

0

72

.70

0

72

.81

5

73

.39

0

73

.54

0

73

.90

0

74

.10

0

74

.20

0

74

.35

0

74

.87

0

75

.27

0

75

.75

0

76

.48

0

77

.66

0

77

.75

0

77

.97

0

78

.48

0

79

.17

0

NEW

NEW

NEW

NEW

NEW

NEW

NEW

NEW

NEW

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Re

con

s

Box b Box Box Box Box Box Box Box Box Box b Box Box BOX BOX BOX BOX BOX b Box Box b Box Box Box b Box Box Box Box box

Box b Box Box Box Box Box Box BOX BOX b Box Box b Box Box Box b Box Box Box box

Box b Box Box Box Box Box Box BOX BOX b Box Box b Box Box Box b Box box

Box b Box Box Box Box Box Box BOX BOX b Box Box b Box Box Box b Box box

Box b Box Box Box BOX BOX BOX b Box Box b Box Box Box b Box box

Box b Box Box Box BOX BOX BOX BOX BOX BOX b Box Box b Box Box Box b Box box



Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Box b Box Box Box Box Box b Box Box BOX BOX BOX BOX BOX b Box Box b Box Box Box Box Box Box Box box



Box b Box Box Box Box Box b Box Box BOX BOX BOX BOX BOX b Box Box b Box Box Box b Box Box Box Box box

Box b Box Box Box Box Box Box Box Box b Box Box BOX BOX BOX BOX BOX b Box Box b Box Box Box b Box Box Box Box box



Box b Box Box Box Box b Box Box Box Box b Box Box BOX BOX BOX BOX BOX b Box Box b Box Box Box b Box Box Box Box box

107


Crash Barrier

R/W

SUPER

STRUCTURE

SUBSTRUCTURE

FOUNDATION

PCC

EXCAVATION

LAYOUT

LAYOUT

EXCAVATION

PCC

FOUNDATION

SUBSTRUCTURE

SUPER

STRUCTURE

R/W

Crash Barrier

LEGEND :

D. CHAINAGE

TYPE OF

CONSTRUCTION

LH

S

STRUCTURE NO.

RH

S

79

.40

0

81

.25

0

81

.51

0

81

.75

0

82

.08

0

82

.47

0

82

.67

0

82

.90

0

83

.08

0

83

.40

0

83

.60

0

83

.90

0

84

.20

0

84

.60

0

84

.80

0

85

.00

0

85

.60

0

85

.70

0

86

.00

0

86

.20

0

86

.50

0

86

.93

0

87

.20

0

87

.47

0

Re

con

s

NEW

NEW

NEW

NEW

NEW

NEW

NEW

NEW

NEW

NEW

NEW

NEW

NEW

NEW

NEW

NEW

NEW

NEW

NEW

NEW

NEW

NEW

Re

con

s

Box Box Box Box Box Box Box Box Box b Box b b Box Box Box Box Box Box b Box b Box Box

Box Box Box Box Box Box Box Box Box b Box b b Box Box Box Box Box Box b Box b Box Box

Box Box Box b b Box Box Box Box Box Box b Box b Box Box


Box Box Box b Box Box Box Box Box Box b Box b Box Box




Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x

Bo

x


Box Box Box bn Box Box Box Box Box Box b Box b Box Box




Box Box b Box b b b Box Box Box Box Box Box b Box b Box Box

Box Box Box Box Box b b b Box b Box b b Box Box Box Box Box Box b Box b Box Box

Box Box Box Box Box b b b Box b Box b b Box Box Box Box Box Box b Box b Box Box

108


ANNEXURE - H

ORGANISATION CHART

109109


ORGANISATION CHART EPC CONTRACTOR SECTION-1 (D. CH. 0+000 to D. CH. 50+000)

Shri Shri A.N. Batavi (Authorized Representative)

Prakash Sawanth (DPM) Highway

Sunil Pandey Sr. Engineer

(Planning & Billing)

Natwar Singh Asst. Planning

Kundan Sharma C. M. (Structure)

Keshav Singh Sr. Surveyour

Balu Lal Kumar Asst .Surveyour

Pukhraj Surveyor

Uttam Singh Jr.Surveyour

Om Prakash Singh Liosoning officer

Rajender Patel Sr. Surveyor

Supervisior 4 Members

Mukesh Singh Sr. Engineer

Highway

Sachin Suryavanshi

Surveyor

RE Wall Foremans 5 Members

Supervisior 12 Members

Markande Rai

Foreman (Major

Bridge)

Sarad Kumar Mishra Construction Manager

Highway

Jr. Engineer

3 Members

Rajendra Patil Surveyor

Foreman 2 Members

Gaurav Bhatt Asst..Manager

(material)

Material Supervisior

15 nos

Yogesh B. Trivedi Manager (Accounts)

Mithilesh Kumar Admin

Sr.Executive

Amit Kumar Jr. Clerk

Pankaj Kumar Mechanical Engineer

P&M Staff (Oper ,Tech, & Hel .) 28

Members

Avdesh Rai Store Incharge

Kuldeep Asst. Store Keeper

Manoj Patel Manager (QA/QC)

Ratan Bhomik Sr. Lab Tech

Santosh Gupta

(Project Manager Highway)

Akshay Mohanti Safety Officer

Lab Tech 5 Members

Asst.Lab Tech

4 Members

G.S. Intodia Electrical Liasoning

Officer

Baljeet Singh

Foreman

8 Members Supervisior

Hemant Survey. Asst

K.V.S. Rathore

Engr. (Toll Plaza)

Asfaque Khan Eng.

(Structure)

Gopal Electrical

Liasoning Officer

Rajesh Vyas (Project Manager

Structures)

R. N. Singh Sr. Engineer (QA/Qc) Roshan Lal

Assistant.

Mr. N.D. Talukdar

GM QA/QC/HSE

Amanullah Senior Engineer

Piyush Bhavsar

C.M. (Structure)

Arjun Yadav

Asst. Engr.

6 Members Supervisior

Naresh Kumar Engr. RE Wall

110110

BHILWARA RAJSAMAND TOLLWAY PRIVATE LIMITED

ORGANISATION CHART EPC CONTRACTOR CAMP-2 (D. CH. 50+000 to D. CH. 87+250)

P. K. Dutta (C.M.) Highway

Umaram Kashyap Sr. Store Officer

B.C. Patil - Store

Keeper / Piyush Jani-

Asst. Store

Pushpender Singh (R.E Wall Supervisor)

Pankaj Kumar

Sr. Mechanical

Mechanic- 2 No's Auto Elc. 1No/ Welder 1 HMV Driver 20 Nos. LMV Driver 6 Nos. Loader Operator 2 Nos.

Akhil Bandu Ray

Sr. Surveyor Highway

Ankit P. Patel Jr. Engg.

Rameshwar Dayal Jat Surveyor

Alpesh Patel

Sr. Supervisor

Sunil Singh Material officer

Material Supervisior 8 nos

D. K. Singh QC Manager

1- Mantu Kumar Srivastwa

Sr.Lab-Tech. (GSB/WMM)

2- Dhirendra Das

Sr.Lab-Tech. (Soil)

Saheb Khan (Computer Operator)

Lab. Asst. 3 Nos.

Parmeshwar Lal Asst. Accountant

Vikas Ku. Motla

Jr. Engg.

Chandra Bhusan (Asst.Surveyor)

Sr. Supervisior 1 No

Lovey Johnson IT Executive

Rajpal Singh Liaisoning Officer

1- Aditya Ku. Gaur

Lab-Tech. (Concrete)

2- Jai Prakash Regar

Lab-Tech. (Soil)

D. Bala Subramaniam Construction Manager

(Highway)

Utpal Chan

T.S Surveyor

Inhouse Team

Gaurav Dave QC Manager

Anikesh

Lab Technician

Helper (06 Nos.)

Srimanta Mishra

Material Manager

Manoj Katewa

Safety Engineer

Santosh Safety Supervisor

Noor Khan Safety Supervisor

Safety Helpers (06 Nos)

Amit

Electrical Engineer

Shri A.N. Batavi (Authorized Representative)

Vishnu Kr. Singh (Surveyor)

Supervisior 1 No

Yashdeep Punia (Jr.Engineer)

Supervisior 2 No

A. Jagadeesh Construction Manager

(Pavement)

Pankaj Kumar

Engr. (Toll Plaza)

Pushpender singh (R.E wall Supervisor)

P. K. Dutta (C.M.) Highway

Umaram Kashyap Sr. Store Officer

B.C. Patil - Store Keeper / Sahoo - Asst. Store Keeper

Ambalal Patel (Sr.Surveyor)

Mr.Parthikar P&M Manager

Mechanic- 2 No's Auto Elc. 1No/ Welder 1 HMV Driver 20 Nos. LMV Driver 6 Nos. Loader Operator 2 Nos.

Akhil Bandu Ray

Sr. Surveyor Highway

Mr. Piyush Asst. Surveyor

Rameshwar Dayal Jat Surveyor

Alpesh Patel Sr. Officer

Sunil Singh Material officer

Material Supervisior 8 nos

D. K. Singh QC Manager

1- Mantu Kumar Srivastwa

Sr.Lab-Tech. (GSB/WMM)

2- Dhirendra Das

Sr.Lab-Tech. (Soil)

Saheb Khan (Computer Operator)

Lab. Asst. 3 Nos.

Parmeshwar Lal Asst. Accountant

Kishor Chaudhari

Sr. Eng. (Structure)

Chandra Bhusan (Asst.Surveyor)

Sr. Supervisior 1 No

Lovey Johnson IT Executive

Sourabh Baregama Computer Operator

Rajpal Singh Liaisoning Officer

1- Aditya Ku. Gaur

Lab-Tech. (Concrete)

2- Jai Prakash Regar

Lab-Tech. (Soil)

D. Bala Subramaniam Construction Manager

(Highway)

Mr.Amit

T.S Surveyor

Inhouse Team

Gaurav Dave QC Manager

Anikesh

Lab Technician

Helper (06 Nos.)

Srimanta Mishra

Material Manager

Manoj Katewa

Safety Engineer

Santosh Safety Supervisor

Noor Khan Safety Supervisor

Safety Helpers (06 Nos)

Amit

Electrical Engineer

Shri A.N. Batavi (Authorized Representative)

Mr. N.D. Talukdar (Authorized Representative)

Vishnu Kr. Singh (Surveyor)

Supervisior 1 No

Yashdeep Punia (Jr.Engineer)

Supervisior 2 No

Mr. Nirmal sahoo Engineer

Alakh Narajan kumar

(Supervisior)

Mr.Depak (Surveyor)

Supervisior 2 No

111111


ANNEXURE - I

QUALITY CONTROL TESTS

112112

: NATIONAL HIGHWAYS AUTHORITY OF INDIA

: BHILWARA-RAJSAMAND TOLLWAY PRIVATE LIMITED

: ARTIFACT PROJECT LTD.

: SADBHAV ENGINEERING LIMITED

UP TO

PREVIOUS

MONTH

THIS

MONTHTILL DATE

UP TO

PREVIOUS

MONTH

THIS

MONTH

TILL

DATEPASS FAIL TOTAL PASS FAIL TOTAL PASS FAIL TOTAL PASS FAIL TOTAL PASS FAIL TOTAL PASS FAIL TOTAL

Gradation 1 Tests/ 250 Rm 677 677 694 694 694 694 38 38 38 38

Proctor 1 Tests/ 250 Rm 677 677 694 694 694 694 38 38 38 38

Atterberg Limits 1 Tests/ 250 Rm 677 677 694 694 694 694 38 38 38 38

Free Swell Index 1 Tests/ 250 Rm 677 677 694 694 694 694 38 38 38 38

CBR 1 Tests/ 250 Rm 2 4 6 2 4 6

Field Density 1 Test/ 1000

m2

1539487.40

m2 4597 m

2 1544084.4

0 m2

1969 16 1985 5279 89 5368 61 61 5340 89 5429 760 33 793 760 33 793

Gradation 2 Tests/ 3000 m 2720 74 2794 2950 2950 74 74 3024 3024 394 394 8 8 402 402

Proctor 2 Tests/ 3000 m 2720 74 2794 2950 2950 74 74 3024 3024 394 394 8 8 402 402

Atterberg Limits 2 Tests/ 3000 m 2720 74 2794 2949 2949 74 74 3023 3023 394 394 8 8 402 402

Free Swell Index 2 Tests/ 3000 m 2720 74 2794 2949 61 3010 74 74 3023 61 3084 394 394 8 8 402 402

CBR 1 Tests/ 3000 m 1234 37 1271 1232 22 1254 37 37 1269 22 1291 248 248 8 8 256 256

Gradation 2 Tests/3000 m 255 10 265 313 313 10 10 323 323 94 94 5 5 99 99

Proctor 2 Tests/ 3000 m 260 10 270 318 318 10 10 328 328 97 97 5 5 102 102

Atterberg Limits 2 Tests/ 3000 m 254 10 264 312 312 10 10 322 322 94 94 5 5 99 99

Free Swell Index 2 Tests/ 3000 m 254 10 264 312 312 10 10 322 322 94 94 5 5 99 99

CBR 1 Test/ 3000 m3 39 39 40 40 40 40 11 11 11 11

Gradation 2 Tests/ 3000 m 202 202 202 202 202 202

Proctor 2 Tests/ 3000 m 202 202 202 202 202 202

Atterberg Limits 2 Tests/ 3000 m 202 202 202 202 202 202

Free Swell Index 2 Tests/ 3000 m 202 202 202 202 202 202

CBR 1 Test/ 3000 m3 110 110 110 110 110 110

Gradation 2 Tests/ 3000 m 70 70 123 123 123 123 27 27 27 27

Proctor 2 Tests/ 3000 m 70 70 123 123 123 123 27 27 27 27

Atterberg Limits 2 Tests/ 3000 m 70 70 123 123 123 123 27 27 27 27

Free Swell Index 2 Tests/ 3000 m 70 70 123 123 123 123 27 27 27 27

CBR 1 Test/ 3000 m3 50 50 80 6 86 80 6 86 23 23 23 23

Embankment Layer1 test/ 1000

m2

37231286.70

m2

249075.

20 m2

37480361.

90 m2

10845 261 11106 65237 711 65948 2792 48 2840 68029 759 68788 7729 391 8107 352 42 394 8081 433 8501

Subgrade layer 1 test/ 500 m2

6529339.0

m2

154084.

35m2

6683423.3

5m2

13672 320 13992 41012 890 41902 1691 42 1733 42703 932 43635 6046 531 6574 215 36 251 6261 567 6825

5SUB GRADE

AFTER

EXCAVATION54788.0 m

3m

354788.0 m

3

6FIELD DRY

DENSITY (FDD)

TEST

3ROADWAY

EXCAVATED

MATERIAL

35240 M 500.0M 35740.0 M

4EXISTING

SHOULDER

MATERIAL

101000 RM 101000 RM

1 OGL168100 RM RM 168100 RM

2

BORROW AREA

MATERIAL

(EMBANKMENT

& SUB-GRADE)

EMB -

771496.0 m3

EMB & SUB

GRADE -

3642693 m3

Total QTY-

4414189m3

EMB -

0.0 m3

& SUB

GRADE -

110832.

0 m3

Total

QTY-

110832.

0 m3

EMB -

771496.0

m3 EMB &

SUB

GRADE -

3753525m

3 Total QTY-

4525021m

3

FOUR LANING OF BHILWARA - RAJSAMAND IN THE SECTION OF NH - 758 (From KM.0+000 To KM.87.250) IN THE STATE OF RAJASTHAN UNDER NHDP PHASE IV ON (DBFOT) TOLL BASIS

CLIENT

CONCESSIONAIRE

INDEPENDENT ENGINEER

EPC CONTRACTOR

UP TO PREVIOUS MONTH THIS MONTH TILL DATEUP TO PREVIUOS

MONTHIN THIS MONTH TILL DATE

MONTHLY PROGRESS REPORT FOR THE MONTH OF JANUARY - 2016 (FROM KM 0+000 TO 87+250)

SL

NODESCRIPTION TYPE OF TEST

FREQUENCY

OF TESTING

QUANTITY EXCUTED NOS. OF TEST REQUIRED

NOS. OF TEST CONDUCTED TEST WITNESSED BY IE/NHAI

REMARKS

113113

UP TO

PREVIOUS

MONTH

THIS

MONTHTILL DATE

UP TO

PREVIOUS

MONTH

THIS

MONTH

TILL





SL


FREQUENCY

OF TESTING



REMARKS

Gradation 1 Test/ 200 m3 2363 65 2428 3177 96 3270 106 4 110 3283 100 3380 459 77 539 11 4 15 470 81 554

Proctor As required 16 16 16 16 13 13 13 13

Atterberg's Limits 1 Test/ 200 m3 2363 65 2428 3141 3141 106 106 3247 3247 441 441 11 11 452 452

CBR As required 2 2 11 11 11 11 12 12 12 12

10 % Fines Value As required 2 2 16 16 16 16 10 10 10 10

Field Density

1 Density

measuement/

500 m2

2367216.2

m2

65514.6

0 m2

2432730.8

m2

4918 142 5060 12737 286 13023 637 18 655 13374 304 13678 2095 196 2291 181 18 199 2276 214 2490

Gradation of Mix Ag1 Test/ 100 m3 3908 131 4039 4867 4879 192 192 5059 5071 627 12 639 23 23 650 12 662

Atterberg's Limits 1 Test/ 100 m3 3908 131 4039 4823 4823 188 188 5011 5011 580 580 19 19 599 599

Proctor As required 15 15 15 15 6 6 6 6

AIV Test 1 Test/ 200 m3 1969 66 2035 2957 2957 142 142 3099 3099 499 499 19 19 518 518

Fl& El Test 1 Test/ 200 m3 1969 66 2035 2957 2957 142 142 3099 3099 496 496 19 19 515 515

Water Absorption As required 4 4 4 4 4 4 8 8 8 8

Field Density 1test/ 500 m2 21103643.3

m2

94502.9

m2

21198146.

2 m2

6213 201 6414 19467 137 19604 913 6 919 20380 143 20523 3641 80 3721 198 6 204 3839 86 3925

Quality of binder 2 Samples / lot 65 4 69 76 76 103 103 4 4 107 107 3 3 3 3

Binder

TemperatureRegular 638 122 760 712 712 1130 1130 122 122 1252 1252 284 284 34 34 318 318

Rate of Spread of

Binder2 Tests/ Day

PC :-

1520469.5m

2 TC:-

2472981.0m

2

PC :-

48325.0

m2 TC:-

209803.

0 m2

PC :-

1568794.5

m2 TC:-

2682784.0

m2

9465 517 9982 19036 19036 1343 1343 20379 20379 3298 3298 325 325 3623 3623

Viscosity Test 1 Sample / lot 874 69 943 874 874 69 69 943 943 150 150 9 9 159 159

Softening Point 1 Sample / lot 896 69 965 896 896 69 69 965 965 156 156 9 9 165 165

Penetration Test 1 Sample / lot 896 69 965 896 896 69 69 965 965 157 157 9 9 166 166

Ductility Test 1 Sample / lot 896 69 965 896 896 69 69 965 965 155 155 9 9 164 164

Mix Gradation 1 Set/400 Tons 595 17 612 1175 1175 57 57 1232 1232 95 95 95 95

Agg. Impact Value 1 Test/350 m3 269 8 277 697 697 41 41 738 738 167 167 5 5 172 172

Fl& El Indices 1 Test/ 350 m3 269 8 277 695 695 41 41 736 736 160 160 5 5 165 165

Stripping Value As required 3 3 6 6 6 6

Sp.Gravity &

W.Absorption As required 30 30 81 81 81 81

Stability of Mix 1 Set/400 Tons 569 17 586 1224 1224 59 59 1283 1283 453 453 11 11 464 464

Control of binder

& Grada.in the

mix

1Test/400 Tons 545 17 562 1127 1127 57 57 1184 1184 389 390 9 9 398 399

Field Density (Core)1/ 700 m2 2402 77 2479 2479 2479 85 85 2564 2564 725 725 13 13 738 738

GMM of Mix 1 Set/400 Tons 554 17 571 1102 1102 57 57 1159 1159 351 351 9 9 360 360

1214644.11

MT

6853.18

MT

1221497.2

9 MT

9PRIME /TACK

COAT

10 BITUMEN

11

DENSE

BITUMINOUS

MACADAM

[D.B.M]

7GRANULAR

SUBBASE

[ G.S.B ]

475596.83

m312936.74m

3488533.57

m3

8WET MIX

MACADAM

[ W.M.M ]

396759.13

m3

13118.7

7 m3

409877.9

m3

114114

UP TO

PREVIOUS

MONTH

THIS

MONTHTILL DATE

UP TO

PREVIOUS

MONTH

THIS

MONTH

TILL





SL


FREQUENCY

OF TESTING



REMARKS

Mix Gradation 1 Set/400 Tons

Agg. Impact Value 1 Test/ 50 m3

Fl& El Indices 1 Test/ 50 m3

Stripping Value As required

Sp.Gravity &

W.Absorption As required

Control of binder

& Grada.in the

mix

1Test/400 Tons

Field Density (Core)1/ 250 m2

Mix Gradation 1 Set/400 Tons 414 55 469 599 599 95 95 694 694 9 9 9 9

Agg. Impact Value 1 Test/ 350 m3 197 26 223 327 327 67 67 394 394 71 71 9 9 80 80

Fl& El Indices 1 Test/ 350 m3 193 26 219 323 323 67 67 390 390 70 70 9 9 79 79

Stripping Value As required

Sp.Gravity &

W.Absorption As required 10 10 8 8 8 8 4 4 4 4

Stability of Mix 1 Set/400 Tons 390 55 445 603 603 95 95 698 698 186 186 17 17 203 203

Control of binder

& Grada.in the

mix

1Test/400 Tons 376 55 431 597 597 98 98 695 695 117 117 19 19 136 136

Field Density (Core)1/ 700 m2 1674 219 1893 1741 1741 236 236 1977 1977 558 558 27 27 585 585

GMM of Mix 1 Set/400 Tons 387 55 442 573 573 93 93 666 666 134 134 18 18 152 152

07 Days 2931 2931 205 205 3136 3136 434 434 16 16 450 450

28 Days 521 19 540 3940 3940 289 289 4229 4229 638 638 29 29 667 667

M -20 GRADE

07 Days 3237 3237 182 182 3419 3419 469 469 22 22 491 491

28 days 529 25 554 4786 4786 411 411 5197 5197 749 749 42 42 791 791

07 Days 907 907 46 46 953 953 257 257 4 4 261 261

28 days 336 16 352 1731 1731 106 106 1837 1837 572 572 21 21 593 593

M -25 GRADE

07 Days 312 312 7 7 319 319 66 66 3 3 69 69

28 Days 102 5 107 353 353 18 18 371 371 91 91 1 1 92 92

14

As per

MoRT&H1213.5 M3 42.5 M3 1256. M3

19967.18 m3871.25m

3

20838.43m3

M -20 GRADE (KERB)

As per

MoRT&H9758.5 m3

435.00

m3 10193.5 m

3

172188.66

7 MT

COMPRESSIVE STRENGTH -

M -15 GRADE

As per

MoRT&H17557.95 m3

593.75m3 18151.7 m

3

As per

MoRT&H

CONCRETE

12 BITUMINOUS

MACADAM

[B.M]

13BITUMINOUS

CONCRETE

[ B.C]

150713.94

MT

21474.7

27 MT

115115

UP TO

PREVIOUS

MONTH

THIS

MONTHTILL DATE

UP TO

PREVIOUS

MONTH

THIS

MONTH

TILL





SL


FREQUENCY

OF TESTING



REMARKS

M -30 GRADE

07 Days 3039 3039 79 79 3118 3118 499 499 10 10 509 509

28 Days 706 16 722 4983 1 4984 117 117 5100 1 5101 986 988 12 12 998 1000

M -35 GRADE

07 Days 2219 2219 20 20 2239 2239 525 525 1 1 526 526

28 Days 946 9 955 4821 4821 41 41 4862 4862 1321 1321 4 4 1325 1325

M -40 GRADE

07 Days 1431 1431 82 82 1513 1513 274 274 11 11 285 285

28 Days 12550.5 m3 554.5m313105.0

m3362 19 381 2680 2680 187 187 2867 2867 507 507 21 21 528 528

M -45 GRADE

07 Days 245 245 6 6 251 251 129 129 2 2 131 131

28 Days 2853.5M3 12.5m3 2866.M3 143 8 151 386 386 7 7 393 393 230 230 3 3 233 233

M -40 GRADE

07 Days 143 3 146 148 148 1 1 149 149 46 46 46 46

28 Days 8181.450 m3 61.5 m38245.95

m3245 245 293 293 293 293 89 89 89 89

FLEXURAL

STRENGTH

07 Days 143 2 145 129 129 1 1 130 130 46 46 46 46

28 Days 121 121 146 146 146 146 49 49 49 49

Mix Gradation 23 1 24 30 30 1 1 31 31 13 13 13 13

07 Days 57 3 60 131 131 2 2 133 133 78 78 78 78

FDD 123 6 129 204 204 6 6 210 210 84 84 84 84

Consistency 1 Test / Lot 137 137 5 5 142 142 45 45 1 1 46 46

Initial and Final

Setting Time1 Test / Lot 137 137 5 5 142 142 45 45 1 1 46 46

Specific Gravity 1 Test / Lot

Soundness 1 Test / Lot 139 139 5 5 144 144 42 42 1 1 43 43

Finness 1 Test / Lot 139 139 5 5 144 144 43 43 1 1 44 44

Compressive

Strength1 Test / Lot 437 437 15 15 452 452 102 102 2 2 104 104

18CEMENT

GROUT

Compressive

Strength1 Test / Day/Girder 26 26 26 26 25 25 25 25

CONCRETE14

17 CEMENT

16

DLCAs per

MoRT&H4015.500 m3 9.0 m3

4024.500

m3

As per

MoRT&H

As per

MoRT&H

15PQC ( CUBE &

BEAM) As per

MoRT&H

As per

MoRT&H37755.18 m3

225.25m3

37980.43

m3

As per

MoRT&H

26006.94

m3434.0m

326440.94

m3

116116

UP TO

PREVIOUS

MONTH

THIS

MONTHTILL DATE

UP TO

PREVIOUS

MONTH

THIS

MONTH

TILL





SL


FREQUENCY

OF TESTING



REMARKS

Sieve Analysis 1 Test Per Day 1947 61 2008 2099 18 2117 61 2 63 2160 20 2180 374 18 392 10 2 12 384 20 404

Sp.Gravity &

W.Absorption As required 5 5 5 5 2 2 2 2

Organic ImpuritiesAs required 1 1 1 1

Sieve Analysis 1 Test Per Day 3014 122 3136 3565 3565 122 122 3687 3687 532 532 20 20 552 552

Sp.Gravity &

W.Absorption As required 4 4 6 6 6 6 4 4 4 4

A I V Tests 1 Test Per Day 1934 61 1995 2057 2057 61 61 2118 2118 331 331 10 10 341 341

Soundness Tests As required

E.I & F.I Index 1 Test / Wk /pla 1935 1935 2061 2061 61 61 2122 2122 329 329 10 10 339 339

Plant Every 3 month 71 4 75 71 71 4 4 75 75 60 60 4 4 64 64

Lab. Equipments As per ITP 328 25 353 334 334 25 25 359 359 230 230 25 25 255 255

Gradation As required 358 358 7 7 365 365 346 346 7 7 353 353

Proctor As required 358 358 7 7 365 365 346 346 7 7 353 353

Atterberg Limits As required 358 358 7 7 365 365 346 346 7 7 353 353

Free Swell Index As required 358 358 7 7 365 365 346 346 7 7 353 353

CBR As required 358 358 7 7 365 365 358 358 7 7 365 365

32mm dia. 2 Samples / 100 M781.323MT 0.00 MT 781.323MT 11 11 20 20 20 20

25 mm dia. 2 Samples / 100 M744.385 MT 0.00 MT 744.385 MT 13 13 32 32 32 32



12 mm dia. 2 Samples / 100 M2610.64 MT 227.2MT 2837.84 MT 38 38 61 61 2 2 63 63

10 mm dia 2 Samples / 100 M1531.213MT 0.0 MT 1531.213MT 29 29 42 42 42 42

8 mm dia 2 Samples / 100 M841.263MT 16.51MT 857.773 MT 16 16 35 35 35 35

WATERAlkalinity, acidity,

% of solids, Ph As Required 5 5 9 9 9 9

SAND

Deleterius, W/A

,SPG, Gradation,

Silt & Clay

As Required 5 5 7 7 7 7

23

THIRD PARTY TEST

STEEL

21 CALIBRATION

22

CONFIRMATOR

Y TEST OF SUB

GRADE SOIL

COLLECTED

FROM SITE

pFINE

AGGREGATE

1908 Days

Plant Run

61Days

Plant

Run

1969 Days

Plant Run

20COARSE

AGGREGATES

1908 Days

Plant Run

61Days

Plant

Run

1969 Days

Plant Run

117117

UP TO

PREVIOUS

MONTH

THIS

MONTHTILL DATE

UP TO

PREVIOUS

MONTH

THIS

MONTH

TILL





SL


FREQUENCY

OF TESTING



REMARKS

CEMENT As Required 25 25 25 25

FINE

AGGREGATE

(STONE DUST)

SEV, LL/PL/PI,&

Deleterious As Required 4 4 6 6 6 6

COARSE

AGGREGATE

(10mm)

Deleterius, W/A

,SPG,

Gradation,Sound

ness,AIV& Alkali,


COARSE

AGGREGATE

(20mm)

Deleterius, W/A

,SPG,

Gradation,Sound

ness,AIV& Alkali,

STONE

POLISHING

VALUE.


QUARRIES Petrography Test As Required 3 3 3 3 3 3

CURING

COMPOUND As Required 3 3 5 5 5 5

ADMIXTURE All Required test As Required 2 2 18 18 18 18

EMULSION All Required test As Required 15 15 15 15

BITUMEN All Required test As Required 15 15 15 15

HUME PIPE NP4

1200 Dia.

Hydrostatic,

Three Edge lLoad

& Dimension

As Required 450 450 9 9 18 18 18 18 12 12 12 12

Borrow area soilDirect Shear

Strength As Required 5 5 25 25 25 25

Granular soil

(sub-grade)

confirmatory

(CBR)27 27 19 19 46 46

Geotextile As Required 2 2 2 2

paraweb As Required 8 8 8 8

23

118118

UP TO

PREVIOUS

MONTH

THIS

MONTHTILL DATE

UP TO

PREVIOUS

MONTH

THIS

MONTH

TILL





SL


FREQUENCY

OF TESTING



REMARKS

Dowell Bar As Required 2 2 2 2

Sepration

Membrane As Required 1 1 1 1

POT Cum PTFE

Bearing 20 20 20 20

Elastomeric

Bearing3 3 3 3 3 3 3 3

Stripseal joint 2 2 2 2 2 2 2 2

HT STRAND

WIRE As Required 2 2 2 2

PAINTS 2 2 2 2

THERMOPLASTIC

PAINT & GLASS

BEAD

2 2 3 3 5 5

23

Lot inspection done by Mr. R.K.

Garg Eexecutive Engineer

(C/BER/NWR) for ROB @

Ch:20+340.

119119


ANNEXURE - J

LIST OF QC EQUIPEMENTS

120120

SR

NO.ITEM NAME QTY CAPACITY REMARK

1 Proctor Mould 4 Nos 2250 cc

2 Proctor Mould 4 Nos 1000cc

3 Proctor Rammer 4 Nos 4.89 Kg

4 Rubber Hammer 2 Nos

5 Moisture Container 200 Nos Big Size(A)

6 Moisture Container 50 Nos Small Size (B)

7 Soil Cutter 2 Nos

8 Spatula 4 Nos

9 Electronic Balance 1 Nos 50 Kg





14 Electronic Balance 1 Nos 500 gm

15 Hot Plate 2 Nos 200 mm

16 MeasurinG Cylinder(Glass) 30 Nos 100 ml

17 MeasurinG Cylinder(Glass) 2 Nos 500 ml

18 Measuring Cylinder(Plastic) 2 Nos 500 ml

19 Measuring Cylinder(Plastic) 2 Nos 1000 ml

20 Tray 2 Nos 1200 x 1000 mm

21 Tray 10 Nos 600 x 400 mm

22 Tray 10 Nos 400 x 350 mm

23 Table Glass 1 Nos 600 x 600 mm

24 Oven 2 Nos 600 x 500 mm

25 Oven 1 Nos 900 x 600 mm

26 Mortar Vibrator Machine 1 Nos

27 Cone Penetrometer 1 Nos

28 Cassagrand App. 2 Nos

29 CBR Mould 48 Nos 2250 cc

30 CBR Machine 1 Nos

31 Proving Ring 1 Nos 50 KN

32 Proving Ring 2 Nos 25 KN

33 Spacer Disc 2 Nos

34 Dial Gauge 15 Nos 25 mm

35 Perforated Plate 30 Nos

36 Surcharge Weight 15 Nos 5 kg

37 Surcharge Weight 30 Nos 2.5 Kg

38 Tripod 15 Nos

39 Sand Pouring Cylinder 1 Nos 100 mm

FOUR LANING OF BHILWARA - RAJSAMAND IN THE SECTION OF NH - 758 (From KM.0+000 To

KM.87.250) IN THE STATE OF RAJASTHAN UNDER NHDP PHASE IV ON (DBFOT) TOLL BASIS

SUMMARY OF LAB INSTRUMENTS (SEC-1)

121121

SR





42 Sand Pouring Tray 1 Nos 100 mm



45 Calcium Carbide for FDD 18 Nos 500 gm

46 Hydro Meter 1 Nos 0.8 - 0.9

47 Hydro Meter 1 Nos 1.0 - 1.1

48 Hydro Meter 1 Nos 0.9 -1.0

49 Ten % Fine Value App. 1 Nos

50 RMM 5 Nos

51 Gloves (Rubber) 5 Pair

52 Gloves (Cotton) 5 Pair

53 Cylinder for Bulk Density 1 Nos 30 Ltr



56 Concrete Cube Mould 102 Nos 15 x 15 x 15 cm

57 Grouting Cube Mould 6 Nos 10 x 10 x 10 cm

58 CTM Machine 1 Nos 2000 KN

59 Vicat App. 1 Nos

60 Mortar Cube Mould 10 Nos 7.06 x 7.06 cm

61 Slump Cone with Rod 12 Nos

62 AIV App. 1 Nos

63 FI & EI Gauge App. 2 Set

64 Soundness Test App. 1 Packet

65 LE Chetailer Flask 1 Nos 250 ml

66 Sand Scoop (Large) 2Nos

67 Wall Max.& Min. Thermometer 1 Nos Max 500c

68 Glass Thermometer 10Nos 2500c

69 Digital Thermometer 9Nos 3000c

70 Laser Thermometer 1 Nos 5000c

71 Hyghro Meter 1 Nos

72 Stop Watch 3 Nos

73 Venire Caliper Digital 1 Nos 200MM.

74 Pycnometer 6 Nos 1000mm

75 Bascket for Density 1 Nos

76 Refille Box 1 Nos 53mm.



79 Rain Gauge With Measuring Cylinder 1 Nos 160mm.

80 Softening Test App. 1 Nos

81 Beaker for Softening 7Nos 600ml.

82 Beaker 6Nos 500ml.

122122

SR



83 Pentrometer for bitumen 1 Nos

84 Bitumen Penetration Moulds 7Nos D55 mm,H35 mm

85 Bitumen Penetration Moulds 1 Nos D75 mm,H45 mm

86 Bitumen Penetration Niddles 6 Nos

87 Ductility Machine 1 Nos

88 Water Bath 1 Nos 0-100 0c

89 Marshall Stability 1 Nos

90 Breaking Head 1 Nos 100 mm.

91 Compaction Pedistal 1 Nos

92 Base Plate 27Nos

93 Marshall Moulds 21Nos 100 mm.

94 Mould Demoulder With Plate 1 Nos

95 Compaction Rammar 2Nos 4.89 Kg.

96 Bitumen Extractor Machine 1 Nos

97 Vaccum Pump 1 Nos 50 HZ.

98 G.M.M. Flask 2Nos 2000 ml.

99 Filtter Paper for Ext. 25Nos Packet

100 Filtter Paper for CBR. 14Nos Packet

101 Sp.Gravity Bottle for Bitumen 2Nos 50ml.

102 Core Cutter Machine 1 Nos 100 mm

103 Prime Coat & Tack Coat Tray 14Nos

104 Trowell 5Nos

105 Gurmala 4Nos

106 Hammer 4 Nos 740 gm.

107 Hammer 3 Nos 300 gm.

108 125 1 Nos 450 mm.

109 106 1 Nos 450 mm.

110 100 1 Nos 450 mm.

111 90 1 Nos 450 mm.

112 80 1 Nos 450 mm.

113 75 1 Nos 450 mm.

114 63 1 Nos 450 mm.

115 53 1 Nos 450 mm.

116 50 1 Nos 450 mm.

117 45 2 Nos 450 mm.

118 40 2 Nos 450 mm.

119 37.5 1 Nos 450 mm.

120 31.5 1 Nos 450 mm.

121 26.5 1 Nos 450 mm.

122 25 2 Nos 450 mm.

123 22.4 1 Nos 450 mm.

124 20 2 Nos 450 mm.

IS Sieves IN (mm) Big

123123

SR



125 19 2 Nos 450 mm.

126 16 2 Nos 450 mm.

127 14 1 Nos 450 mm.

128 13.2 1 Nos 450 mm.

129 12.5 2 Nos 450 mm.

130 10 2 Nos 450 mm.

131 11.2 1 Nos 450 mm.

132 9.5 1 Nos 450 mm.

133 6.3 1 Nos 450 mm.

134 4.75 3 Nos 450 mm.

135 2.36 2 Nos 450 mm.

136 1.18 1 Nos 450 mm.

137 5.6 1 Nos 450 mm.

138 Pan & Lid 2+2Nos 450 mm.

139

140 4.75 4Nos 200 mm.

141 4.0 1 Nos 200 mm.

142 2.8 1 Nos 200 mm.

143 2.36 3Nos 200 mm.

144 2.0 1 Nos 200 mm.

145 1.18 2Nos 200 mm.

146 1.7 1 Nos 200 mm.

147 1.0 4Nos 200 mm.

148 0.850 1 Nos 200 mm.

149 0.600 6Nos 200 mm.

150 0.425 4Nos 200 mm.

151 0.355 1 Nos 200 mm.

152 0.300 2Nos 200 mm.

153 0.250 1 Nos 200 mm.

154 0.212 1 Nos 200 mm.

155 0.170 1 Nos 200 mm.

156 0.150 2Nos 200 mm.

157 0.130 1 Nos 200 mm.

158 0.090 4Nos 200 mm.

159 0.075 9 Nos 200 mm.

160 Pan & Lid 2+2Nos 200 mm.

161 Concrete Mixture 1 Nos 150Lit.

162 FLAXURAL TESTING MACHINE 01 NOS

163 BEAM MOULD 06 NOS

164 DLC HAMMER 01 NOS

165 ABSOLUTE VISCOMETER 01 NOS

166 TAR VISCOMERTE 01 NOS

167 DEPTH GAUGE 08 NOS

168 DLC HAMMER 01 NOS

IS Sieves IN (mm) Small

124124

SR

NO.ITEM NAME QTY. CAPACITY REMARK

1 PROCTOR MOULD 3 2250 CC

2 PROCTOR MOULD 1 1000 cc

3 PROCTOR RAMMER 3 4.89 Kg.

4 PROCTOR RAMMER 1 2.6 Kg.

5 RUBBER HAMMER 2 -

6 MOISTURE CONTAINER 50 A SIZE

7 MOISTURE CONTAINER 100 B SIZE

8 ELCTRONIC BALANCE 3 50 Kg. 1gm accuracy




12 ELCTRONIC BALANCE 1 5 Kg. 0.1 gm accuracy

13 ELCTRONIC BALANCE 1 500 gm. 0.001 gm accuracy

14 HOT PLATE 2 8"

15 MEASURING CYLINDER (GLASS) 30 100 ml. BOROSIL

16 MEASURING CYLINDER (GLASS) 2 500 ml. BOROSIL

17 MEASURING CYLINDER (PLASTIC) 2 1000 ml.

18 MEASURING CYLINDER (PLASTIC) 2 500 ml.

19 TRAY (BIG SIZE) 2 1200X1000 MM

20 TRAY (MEDIUM SIZE) 13 600X400 MM

21 TRAY (SMALL SIZE) 5 400X350MM

22 TABLE GLASS FOR LL/PL 1 600X600 MM

23 OVEN (MEDIUM) & (BIG) 2600X600 MM 900X600

MM

24 CONE PENETROMETER (LL/PI) 1

25 CASSGRAND APP.FOR LL/PI 1

26 SPATULA 8

27 PROVING RING 1 50 KN

28 PROVING RING 1 25 KN

29 C.B.R DIAL GUAGE 15 30 MM

30 C.B.R MOULD 48 2250 cc

31 C.B.R MACHINE 1

32 SPACER DISC FOR CBR 2

33 PERFORATED PLATE 48

34 PLUNGER FOR CBR 1

35 SURCHARGE WEIGHT 21 05 Kg.

36 SURCHARGE WEIGHT 40 2.5 Kg.

37 TRIPOD FOR CBR 15

38 SAND POURING CYLINDER (SMALL) FDD SET 1 100 MM

39 SAND POURING CYLINDER (MEDIUM) FDD SET 3 150 MM

40 SAND POURING CYLINDER (BIG) FDD SET 3 200 mm

FOUR LANING OF BHILWARA - RAJSAMAND IN THE SECTION OF NH - 758 (From KM.0+000 To KM.87.250) IN

THE STATE OF RAJASTHAN UNDER NHDP PHASE IV ON (DBFOT) TOLL BASIS


125125

SR



41 POURING CYLINDER TRAY (SMALL) FDD 1 100 MM

42 POURING CYLINDER TRAY(MEDIUM) FDD 7 150 MM

43 POURING CYLINDER TRAY(BIG) FDD 7 200 mm

44 NDG 1

45 TACK & PRIME COAT TRAY 10 300MMX300MM

46 CALCIUM CARBIDE FOR RMM 15 PACKETS

47 CUTTER SCALE FOR PROCTOR 2

48 10 % FINE VALUE TEST APP. 1

49 HYDROMETER 1 1.0 to 2.0

50 RMM 3 capacity 25%

51 GLOVES RUBBER 5

52 GLOVES COTTON 5

53 Cylinder for bulk Density of Aggregate 1 30 Ltr.

54 Cylinder for bulk Density of Aggregate 1 10 Ltr.

55 CONCRETE CUBE MOULD 50 15X15X15CM

56 BEAM MOULD 6 15X15X70 CM

57 COMPRESSIVE STRENGTH TEST (CTM) 1 2000 KN DIGITAL

58 FLUXURE TEST MACHINE 1 100 KN DAIL GAUGE

59 VIBRATING HAMMER 2

60 CONCRETE CUBE VIBRETING TABLE 1

61 CONCRETE MIXER MACHINE WITH CAP 1 150 lit capacity Electrically operated

62 SLUMP CONE WITH RODS 4

63 AIV APP. 1

64 FI & EI GUAGE APP. 2

65 SAND SCOOP (LARGE) 2

66 GLASS THERMOMETER 10 0 c TO 250 c

67 DIGITAL THERMOMETER 5 0 c TO 250 c

68 DIGITAL HYGROMETER ( FOR WEATHER) 1 MIN. & MAX. TEMP.

69 VERNIER CALIPER DIGITAL 1 300 mm

70 STOP WATCH DIGITAL 1

71 PYCNOMETER BOTTEL FOR SPG 4

72 PIPETTE 6 10ML GLASS

73 BASKET FOR DENSITY 1

74 SOFTENING POINT RING&BALL APP. 1

75 PENETROMETER FOR BITUMEN 1

76 REFILLE BOX (SAMPLE DIVIDER) 1 75 MM BIG

77 REFILLE BOX (SAMPLE DIVIDER) 1 53 MM MEDIUM

78 REFILLE BOX (SAMPLE DIVIDER) 1 25 MM SMALL

79 RAIN GUAGE 1 160 MM DIA.

80 BEAKER FOR SOFTENING POINT 2 600 ML

81 PENETRATION MOULDS 6

82 PENETRATION NEEDELS SET 5

83 WATER BATH 2

84 MARSHALL STABILITY TEST MACHINE 1 Digital (100 MM DIA)

85 MARSHALL MOULDS 21 100 MM

126126

SR



86 MARSHALL MOULDS COLLAR 21 100 MM

87 MARSHALL MOULDS BASE PLATE 6 100 MM

88 COMPACTION PEDESTAL 1 100 MM

89 COMPACTION RAMMER 2 100 MM

90 DEMOUDING MACHINE FOR MASHALL 1 100 MM

91 VACCUM PUMP SET FOR GMM 1

92 GMM FLASK 1 5000ML BOROSIL

93 GMM FLASK 2 2000 ML BOROSIL

94 BITUMEN EXTRACTION MACHINE 1

95 DUCTILITY MACHINE 1

96 DUCTILITY MOULDS BRASS 3

97 FILTER PAPER (EXTRACTION) 20 NOS. WATTMAN

98 SPG BOTTLE FOR BITUMEN 2 50 ml BOROSIL

99 CORE CUTTING MACHINE (HILTI) WITH HONDA DG. 1 100 MM CORE BIT

100 PEN TYPE THERMOMETER 1 0 c TO 250 c

101 VISCOMETER 1

SIEVE SIZE 450 mm dia

100 75mm 2

101 53 mm 2

102 50mm 1

103 45mm 2

104 40mm 2

105 37.5 mm 2

106 31.5mm 2

107 26.5 3

108 25mm 2

109 22.4mm 3

110 20mm 3

111 19mm 3

112 16mm 3

113 14mm 2

114 13.2mm 2

115 12.5mm 2

116 11.2mm 2

117 10mm 2

118 9.5mm 2

119 6.3mm 2

120 5.6mm 1

121 4.75mm 2

122 2.36mm 2

123 1.18 mm 1

124 LID & PAN 2

SIEVE SIZE 200 mm dia Brass

125 6.3 mm 2

126 4.75mm 3

127127

SR



127 2.36mm 4

128 2.0 mm 2

129 1.18mm 2

130 1.0 mm 4

131 600mic 4

132 425mic 3

133 300mic 3

134 150mic 3

135 90mic 3

136 75mic 7

137 LID & PAN 2

128128


ANNEXURE - K

WEATHER REPORT

129129

CLIENT : NATIONAL HIGHWAYS AUTHORITY OF INDIA

CONCESSIONAIRE : BHILWARA-RAJSAMAND TOLLWAY PRIVATE LIMITED

INDEPENDENT ENGINEER : ARTIFACT PROJECT LTD.

EPC CONTRACTOR : SADBHAV ENGINEERING LIMITED

MIN MAX

1 01.01.16 0 544.7 31 11.2 23.7

2 02.01.16 0 544.7 32 10.5 24.3

3 03.01.16 0 544.7 33 10.2 22.1

4 04.01.16 0 544.7 31 11.3 23.1

5 05.01.16 0 544.7 32 12.7 24.2

6 06.01.16 0 544.7 31 10.2 23.7

7 07.01.16 0 544.7 30 10.8 22.3

8 08.01.16 0 544.7 33 11.5 21.5

9 09.01.16 0 544.7 31 12.1 22.3

10 10.01.16 0 544.7 32 11.7 23.2

11 11.01.16 0 544.7 33 10.3 22.1

12 12.01.16 0 544.7 34 10.8 20.9

13 13.01.16 0 544.7 33 11.3 21.2

14 14.01.16 0 544.7 31 10.7 23.7

15 15.01.16 0 544.7 30 10.5 25.1

16 16.01.16 0 544.7 33 11.2 23.9

17 17.01.16 0 544.7 30 10.1 23.7

18 18.01.16 5.2 549.9 53 10.5 25.9

19 19.01.16 0 549.9 51 10.1 24.3

20 20.01.16 0 549.9 43 10.5 23.7

21 21.01.16 0 549.9 39 11.2 22.8

22 22.01.16 0 549.9 31 10.7 23

23 23.01.16 0 549.9 33 10.2 22.5

24 24.01.16 0 549.9 30 10.1 23.8

25 25.01.16 0 549.9 31 11.9 25.2

26 26.01.16 0 549.9 33 10.7 23.7

27 27.01.16 0 549.9 31 11.3 24.8

28 28.01.16 0 549.9 32 10.2 25.3

29 29.01.16 0 549.9 33 10.1 24.3

30 30.01.16 0 549.9 30 11.2 25.1

31 31.01.16 0 549.9 31 11.4 24.3



WEATHER RECORD FOR THE MONTH : JAN - 2016 (SEC-1)

SR.

NoDATE

RAIN FALL

IN (MM)

CUMM RAIN

FALL IN (MM)

HUMIDITY

(%)

TEMPRATURE 0C

REMARKS08:00 AM

130130





MIN MAX

1 1-Jan-16 0 0 63 12.40 29.70

2 2-Jan-16 0 0 64 12.00 30.00

3 3-Jan-16 0 0 65 11.50 30.80

4 4-Jan-16 0 0 47 12.40 29.70

5 5-Jan-16 0 0 53 12.90 31.80

6 6-Jan-16 0 0 55 12.80 30.20

7 7-Jan-16 0 0 51 12.00 30.50

8 8-Jan-16 0 0 50 10.50 31.50

9 9-Jan-16 0 0 58 10.80 31.20

10 10-Jan-16 0 0 61 9.50 30.50

11 11-Jan-16 0 0 61 9.80 30.20

12 12-Jan-16 0 0 63 9.60 29.60

13 13-Jan-16 0 0 52 10.10 29.60

14 14-Jan-16 0 0 56 12.10 27.50

15 15-Jan-16 0 0 65 9.60 27.20

16 16-Jan-16 0 0 64 9.10 28.10

17 17-Jan-16 0 0 64 10.70 26.50

18 18-Jan-16 0 0 64 10.10 27.10

19 19-Jan-16 0 0 65 9.20 29.20

20 20-Jan-16 0 0 69 6.00 27.60

21 21-Jan-16 0 0 49 6.80 26.70

22 22-Jan-16 0 0 51 7.00 24.80

23 23-Jan-16 0 0 54 6.90 25.20

24 24-Jan-16 0 0 60 7.10 25.00

25 25-Jan-16 0 0 56 7.20 24.40

26 26-Jan-16 0 0 58 6.80 25.40

27 27-Jan-16 0 0 52 6.90 25.50

28 28-Jan-16 0 0 59 6.40 25.00

29 29-Jan-16 0 0 61 5.90 32.20

30 30-Jan-16 0 0 58 6.00 30.00

31 31-Jan-16 0 0 59 6.20 31.00



WEATHER RECORD FOR THE MONTH JANUARY - 2016 (SEC-2)

SR.

NoDATE

RAIN FALL

IN (MM)

CUMM RAIN

FALL IN (MM)

HUMIDITY

(%)

TEMPRATURE 0C

REMARKS08:00 AM

131131


ANNEXURE - L

STATUS OF SOURCE /AGENCY

APPROVAL

132132

1) MSP STEEL & POWER LIMITED 28.09.2013 118 NHAI 11.01.2014 116 APPROVED

2) REAL ISPAT POWER LTD. (GK TMT) 28.09.2013 118 NHAI 11.01.2014 116 APPROVED

3) SHREE BAJRANG POWER & ISPAT LTD. (GOEL

TMT)28.09.2013 118 NHAI 11.01.2014 116 APPROVED

2 HUME PIPE SIDHI VINAYAK PIPE INDUSTRIES (KATARIA

HUME PIPE)28.09.2013 119 NHAI 15.01.2014 130 APPROVED

1) ULTRA TECH CEMENT OPC-53 & 43 GRADE 5.10.2013 124 NHAI 27.12.2013 69 APPROVED

2) INDIA CEMENT LIMITED OPC 53 & 43 GRADE 14.10.2013 133 NHAI 03.03.14 289 APPROVED

3) BIRLA CHETAK CEMENT OPC 43-53 GRADE 20.12.2013 215 I.E. 03.03.14 289 APPROVED

4) J K LAXMI CEMENT OPC 43-53 GRADE 08.03.2014 591 I.E. 08.03.14 317 APPROVED

4BITUMEN EMULSION (RS &

SS)M/S TIKI TAR INDUSTRIES LIMITED 5.10.2013 125 NHAI 03.03.14 292 APPROVED

5 BITUMEN (VG-30,CRMB-60) M/S INDIAN OIL CORPORATION LIMITED 5.10.2013 127 NHAI 27.12.2013 68 APPROVED

6BITUMEN EMULSION ,PMB

&CRMBM/S TOTAL OIL INDIA PRIVATE LIMITED 21.12.2013 218 I.E. 11.01.2014 218 APPROVED

M/S MARUTI BITUMEN PRIVATE LIMITED 27.01.2014 396 I.E. 03.03.14 291 APPROVED

M/S TIKITAR INDUSTRIES LIMITED 24.02.2014 534 I.E. 3.03.2014 292 APPROVED

8 M/S AUTOMARK INDUSTRIES 5.10.2013 126 NHAI 03.03.14 290 APPROVED

M/s ASIAN PAINTS PPG PVT.LTD. 28.07.2014 931 I.E. 20.08.2014 613 APPROVED

THERMOPLASTIC PAINT

3 CEMENT

7 BITUMEN EMULSION

SUMMARY OF SOURCE APPROVAL LETTERS

Sl.

No.ITEM ITEM DESCRIPTION

SEL OUTGOING LETTER I.E. INCOMING LETTER

REMARKSDATE OF

SUBMISSION

LETTER

NO.

SUMITTED

TO

DATE OF

RECEIVING

LETTER

NO.STATUS

1 STEEL

133


Sl.



REMARKSDATE OF

SUBMISSION

LETTER

NO.

SUMITTED

TO

DATE OF

RECEIVING

LETTER

NO.STATUS

9 ADMIXTURE FAIR MATE DB300 5.10.2013 128 NHAI 28.12.2013 71 APPROVED

10ADMIXTURE & CURING

COMPOUNDKUNAL INDUSTRIES PRIVATE LIMITED 30.10.2013 159 NHAI 03.03.14 286 APPROVED

11 WATER THIRD PARTY TEST REPORT SEC-1 11.11.2013 171 NHAI 15.01.2014 131 APPROVED

12 SANDTHIRD PARTY TEST REPORT SAND

(CHANDRABHAGA RIVER)20.11.2013 181 NHAI 03.03.14 287 APPROVED

13 AGGREGATETHIRD PARTY TEST REPORT OF COARSE

AGGREGATE (KHEMAKHEDA)11.11.13 172 NHAI 16.01.2014 132 APPROVED

1) RAHUL ENGINEERING LIMITED. 29.12.2013 268 I.E. 03.03.14 285 APPROVED

2) M/S METALAB ENTERPRISES 2.012.2013 191 NHAI 03.03.14 285 APPROVED

3)M/S STAR WIRE INDIA LIMITED 2.12.2013 160 I.E. 20.02.2014 265 APPROVED

4)M/S Aranyeshwar Consultancy and Testing

Services, Nasik26.03.2015 1442 I.E. 27.03.2015 993

15

AGENCY FOR

ENVIROMENTAL

PARAMETERS

M/S ENVIRO ANALYSTS & ENGINEERS PVT.

LTD.

25-01-2014

06-02-2014

388

436

IE

IE01.03.2014 284 APPROVED

16 ANTI STRIPPING AGENT ZYDEX INDUSTRIES 21.03.14 627 IE 21.03.2014 381 APPROVED

17 HIGH TENSILE STEEL M/S USHA MARTIN LTD 22.04.2014 726 IE 26.04.2014 407 APPROVED

18METAL BEAM CRASH

BARRIERM/s HI - TECH PIPES LTD 22.04.2014 724 IE 10.05.2014 441 APPROVED

19CURING COMPOUND &

POLYSULPHIDEM/s CHOKSEY CHEMICAL PVT LTD 4.05.2014 771 IE 3.06.2014 486 APPROVED

14 THIRD PARTY LABORATORY

134134


Sl.



REMARKSDATE OF

SUBMISSION

LETTER

NO.

SUMITTED

TO

DATE OF

RECEIVING

LETTER

NO.STATUS

20 ADMIXTUREM/s FIBREX CONSTRUCTION

CHEMICALS PVT. LTD.07.07.14 0898-A IE 22 .07.2014 570 APPROVED

21BITUMEN EMULSION

(RS & SS)

M/s MARUTI BITUMEN PRIVATE

LIMITED24.07.2014 925 IE 24.07.2014 574 APPROVED

22 CEMENT M/s LAFARGE CEMENT 07.07.14 897 IE 22.07.2014 571 APPROVED

M/s Shital Signs Pvt. Ltd

M/s P.R Infracon Pvt.Ltd

24 BITUMEN (VG-30) M/s ESSAR OIL LIMITED 15.05.2014 800 IE 3.06.2014 487 APPROVED

20.08.2014 612 APPROVED

25 Pre-Stressing AgencyM/S DYNAMIC PRESTRESS (INDIA)

PVT. LTD.22.04.2014 726 I.E.

23 ROAD SIGNAGES 24.07.14 924 IE

26.04.2014 405 APPROVED

26Repairing/Sealing of

Shrinkage Cracks

M/S FOSROCK CHEMICALS (INDIA)

PVT.29.11.2014 1106 I.E. 29.11.2014 741 APPROVED

27DOWEL BAR FOR PQC WORK M/S RASTRIYER ISPAT NIGAM LTD 25.11.2014 1136 I.E. 29.11.2014 745 APPROVED

29 ROAD MARKING M/S AUTOMARK INDUSTRIES 4.01.2015 1253 I.E.

28 HDPE Sheathing DuctM/S DYNAMIC PRESTRESS (INDIA)

PVT. LTD.22.04.2014 727

I.E. 13.01.2015

21.05.2014 459 APPROVED

832 APPROVED

19.01.2015 838 APPROVED

I.E.

30ELASTOMERIC

BEARINGM/S POLYMER PRODUCT 3.01.2015 1250

135135


ANNEXURE - M

STATUS OF MIX DESIGN

136136

Status of Design Mix

Concrete designs Mixes Sec -1

SOURCE GRADE

1 M15 PCC 11.11.13 Birla Chetak 53 khemakeda quarry chandrabhaga river Fair Mate Approved

2 M20 RCC 11.11.13 Birla Chetak 53 khemakeda quarry chandrabhaga river Fair Mate Approved



5 M35RCC 06.12.13 Birla Chetak 53 khemakeda quarry chandrabhaga river Fair Mate Approved

6 M35RCC (PILE) 7.04.14 Birla Chetak 53 khemakeda quarry chandrabhaga river Fair Mate Approved

7 M40RCC 06.12.13 Birla Chetak 53 khemakeda quarry chandrabhaga river Fair Mate Approved

8 M45 RCC/PSC 5.03.14 Birla Samrat 53 khemakeda quarry chandrabhaga riverFair Mate(PC

BaseApproved

9 M20KERB 5.03.14 Birla Samrat 53 khemakeda quarry chandrabhaga river Fair Mate Approved

10 M15 PCC 23.12.13 Ultratech 53 khemakeda quarry chandrabhaga river Fair Mate Approved

11 M20 RCC 23.12.13 Ultratech 53 khemakeda quarry chandrabhaga river Fair Mate Approved



14 M35RCC 23.12.13 Ultratech 53 khemakeda quarry chandrabhaga river Fair Mate Approved

15 M40RCC 23.12.13 Ultratech 53 khemakeda quarry chandrabhaga river Fair Mate Approved

16 M45 RCC/PSC 5.03.14 Ultratech 53 khemakeda quarry chandrabhaga riverFair Mate(PC

BaseApproved

17 M20KERB 5.03.14 Ultratech 53 khemakeda quarry chandrabhaga river Fair Mate Approved

18 M15 PCC 5.03.14 Birla Chetak 53 khemakeda quarry chandrabhaga river Kunal Approved

19 M20 RCC 5.03.14 Birla Chetak 53 khemakeda quarry chandrabhaga river Kunal Approved



22 M35RCC 5.03.14 Birla Chetak 53 khemakeda quarry chandrabhaga river Kunal Approved

23 M35RCC(PILE) 27.05.14 Birla Chetak 53 khemakeda quarry chandrabhaga river Kunal Approved

24 M40RCC 5.03.14 Birla Chetak 53 khemakeda quarry chandrabhaga river Kunal Approved

25 M45 RCC/PSC 5.03.14 Birla Samrat 53 khemakeda quarry chandrabhaga river Kunal (PC Base) Approved

26 M20KERB 5.03.14 Birla Samrat 53 khemakeda quarry chandrabhaga river Kunal Approved

27 M15 PCC 5.03.14 Ultratech 53 khemakeda quarry chandrabhaga river Kunal Approved

SL.

NO.

GRADE OF

CONCRETE

Submission

status

SOURCE OF MATERIALApproval

StatusREMARKSCEMENT

AGGREGATE SAND ADMIXTURE

137137



SOURCE GRADE

SL.

NO.

GRADE OF

CONCRETE

Submission

status


StatusREMARKSCEMENT


28 M20 RCC 5.03.14 Ultratech 53 khemakeda quarry chandrabhaga river Kunal Approved



31 M35RCC 5.03.14 Ultratech 53 khemakeda quarry chandrabhaga river Kunal Approved

32 M40RCC 5.03.14 Ultratech 53 khemakeda quarry chandrabhaga river Kunal Approved

33 M20KERB 5.03.14 Ultratech 53 khemakeda quarry chandrabhaga river Kunal Approved

34 M45 RCC/PSC 5.03.14 Ultratech 53 khemakeda quarry chandrabhaga river Kunal (PC Base) Approved

35 M15 PCC 11.03.14 J K Laksmi 53 khemakeda quarry chandrabhaga river Kunal Approved

36 M20 RCC 11.03.14 J K Laksmi 53 khemakeda quarry chandrabhaga river Kunal Approved



39 M35RCC 11.03.14 J K Laksmi 53 khemakeda quarry chandrabhaga river Kunal Approved

40 M40RCC 11.03.14 J K Laksmi 53 khemakeda quarry chandrabhaga river Kunal Approved

41 M45 RCC/PSC 11.03.14 J K Laksmi 53 khemakeda quarry chandrabhaga river Kunal (PC Base) Approved

42 M20KERB 11.03.14 J K Laksmi 53 khemakeda quarry chandrabhaga river Kunal Approved

43 M20KERB 11.03.14 J K Laksmi 53 khemakeda quarry chandrabhaga river Kunal Approved

44M25 RCC More

then 30mt SpanBirla Chetak 53 Bagharia quary chandrabhaga river Kunal Approved

45M35 RCC More

then 30mt SpanBirla Samrat 53 Bagharia quary chandrabhaga river Kunal Approved

46M40 RCC More

then 30mt SpanBirla Samrat 53 Bagharia quary chandrabhaga river Kunal Approved

138138



SOURCE GRADE

SL.

NO.

GRADE OF

CONCRETE

Submission

status


StatusREMARKSCEMENT


Design Mix 0f Granular Sub - Base (GSB) Sec -1

SL.

NO.Description

Submission

status

Approval

StatusREMARKS

1 GSB 26.02.14 APPROVED REVIEWED

Job mix Formula for (WMM) Sec -1

SL.

NO.Description

Submission

status

Approval

StatusREMARKS

1 WMM 26.02.14 KHEMAKEDA QUARRY ch:-21+000 LHS APPROVED REVIEWED

SL.

NO.Description

Submission

status

Approval

StatusREMARKS

1FILTER MEDIA

DESIGN26.02.14 APPROVED REVIEWED

SL. NO. DescriptionSubmission

status

Approval

StatusREMARKS

1DBM MIX


SL. NO. DescriptionSubmission

status

Approval

StatusREMARKS

1DLC MIX


SOURCE OF MATERIAL

Filter Media Design Sec -1

KHEMAKEDA QUARRY ch:-21+000 LHS


Design Mix 0f Dense Graded Bituminous Macadam (DBM) Sec -1

SOURCE OF MATERIAL


Design Mix 0f Dry Lean Concrete (DLC) Sec -1

SOURCE OF MATERIAL

SOURCE OF MATERIAL

SOURCE OF MATERIAL


139139


SOURCE GRADE

1 M15 PCC 18.11.13 Birla Chetak 53 Tilo ka kheda querry Banas Fair Mate Reviewed

2 M20 RCC 18.11.13 Birla Chetak 53 Tilo ka kheda querry Banas Fair Mate Reviewed



5 M35RCC 28.11.13 Birla Chetak 53 Tilo ka kheda querry Banas Fair Mate Reviewed

6 M15 PCC 27.12.13 Ultratech 53 Tilo ka kheda querry Banas Fair Mate Reviewed

7 M20 RCC 27.12.13 Ultratech 53 Tilo ka kheda querry Banas Fair Mate Reviewed

8 M20 KERB 11.03.14 Ultratech 53 Tilo ka kheda querry Banas Fair Mate Reviewed

9 M20 KERB 11.03.14 Ultratech 53 Tilo ka kheda querry Banas Kunacon 37 SS Reviewed

10 M20 KERB 11.03.14 Birla Chetak 53 Tilo ka kheda querry Banas Kunacon 37 SS Reviewed



13 M35RCC 27.12.13 Ultratech 53 Tilo ka kheda querry Banas Fair Mate Reviewed

14 M15 PCC 11.03.14 Ultratech 53 Tilo ka kheda querry Banas Kunacon 37 SS Reviewed

15 M20 RCC 11.03.14 Ultratech 53 Tilo ka kheda querry Banas Kunacon 37 SS Reviewed



18 M35RCC 11.03.14 Ultratech 53 Tilo ka kheda querry Banas Kunacon 37 SS Reviewed

19 M15 PCC 11.03.14 Birla Chetak 53 Tilo ka kheda querry Banas Kunacon 37 SS Reviewed

20 M20 RCC 11.03.14 Birla Chetak 53 Tilo ka kheda querry Banas Kunacon 37 SS Reviewed



23 M35RCC 11.03.14 Birla Chetak 53 Tilo ka kheda querry Banas Kunacon 37 SS Reviewed

ADMIXTURE


SL.

NO.

GRADE OF

CONCRETE

Submission

status


StatusREMARKSCEMENT

AGGREGATE SAND

140140


SOURCE GRADEADMIXTURE


SL.

NO.

GRADE OF

CONCRETE

Submission

status


StatusREMARKSCEMENT

AGGREGATE SAND

Design Mix 0f Granular Sub - Base (GSB) Sec -2SL.

NO.Description

Submission

status

Approval

StatusREMARKS

1 GSB 28.11.13 APPROVED

2 GSB 17.07.14 APPROVED

Job mix Formula for (WMM) Sec -2SL.

NO.Description

Submission

status

Approval

StatusREMARKS

1 WMM 07.03.2014 APPROVED

Job mix Formula for (DBM) Sec -2SL.

NO.Description

Submission

status

Approval

StatusREMARKS

1 DBM 27.04.2014 APPROVED

2 DBM 28.06.2014 APPROVED

Filter Media Design Sec -2SL.

NO.Description

Submission

status

Approval

StatusREMARKS

1

FILTER

MEDIA

DESIGN

9.12.13 APPROVED

DLC Design Sec -2SL.

NO.Description

Submission

status

Approval

StatusREMARKS

1 DLC DESIGN 24.07.14 APPROVED

PQC Design Sec -2

SL.

NO.Description

Submission

status

Approval

StatusREMARKS

1 PQC DESIGN 4.10.14 APPROVED

BC Design Sec -2

SL.

NO.Description

Submission

status

Approval

StatusREMARKS

1 BC DESIGN 21.11.14 Re design

BC GRADING -2 Design Sec -2SL.

NO.Description

Submission

status

Approval

StatusREMARKS

1BC G-2

DESIGN24.12.2014 APPROVEDBaghera Quarry (Stock Yard@ CH:45+000RHS)

Tilo Ka Kheda Quarry (Stock Yard@ CH: 69+900LHS)

SOURCE OF MATERIAL

Baghera Quarry (Stock Yard@ CH:45+000RHS)

SOURCE OF MATERIAL

Baghera Quarry (Stock Yard@ CH:45+000RHS)

SOURCE OF MATERIAL

SOURCE OF MATERIAL

SOURCE OF MATERIAL


Baghera Quarry (Stock Yard@ CH: 45+00 RHS)

SOURCE OF MATERIAL


SOURCE OF MATERIAL


Baghera Quarry (Stock Yard@ CH: 45+000RHS)

SOURCE OF MATERIAL


141141


ANNEXURE - N

STATUS OF NCR'S

142142

S.

No.NCR No. IE Letter No. Subject From To Side

Status of

Compliance

Compliance letter No.

(Concessionaire)Closure letter No. (IE)

1 IE-001

APL/Bhilwara-Rajasthan

Border/IC/2013-14/98 Dated

08.01.2014

Oversize material placed in

Embankment filling77+420 77+530 LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/357 Dated

17.01.2014


Border/IE/2013-14/178 Dated

25.01.2014

2 IE-002



23.01.2014

Cement stored on the ground at km

72+600 LHS72+600 LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/485 Dated

15.02.2014



18.02.2014

3 IE-003



23.01.2014

Reinforcement Stored on the ground at

Km 72+600 LHS72+600 LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/486 Dated

15.02.2014



18.02.2014

4 IE-004



29.01.2014

Concrete Work of Curtain wall 1st Lift

not confirming to specifications.60+115 LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/412 Dated

03.02.2014



04.02.2014

5 IE-005



30.01.2014

Oversize River sand containing pebbles. 72+600 LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/530 Dated

22.02.2014



27.02.2014

6 IE-006



30.01.2014

Oversized Material in Embankment

Filling

78+920

81+350

78+970

81+540

RHS

LHSClosed

BRTPL/BHIL-RAJ/NH-

758/IE/14/474 Dated

11.02.2014



13.02.2014

7 IE-007



30.01.2014

Oversized GSB Material (MCW) 37+200 37+300 RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/487 Dated

15.02.2014



18.02.2014

8 IE-008



08.02.2014

Oversized GSB Material (MCW) 56+000 56+240 LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/490 Dated

15.02.2014



06.03.2014

9 IE-009



08.02.2014

Oversized GSB Material (MCW) 26+800 26+900 RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/512 Dated

20.02.2014



27.02.2014

10 IE-010



08.02.2014

Laying of Filter Media 26+750 RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/567 Dated

04.03.2014



07.03.2014

Status of NCR as on 31.01.2016

143143

S.


Status of

Compliance




11 IE-011



28.02.2014

Concrete Work of 1st Lift Retaining

Wall of Minor Bridge is not confirming

to specification

24+897 RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/649 Dated:

29.03.201



31.03.2014

12 IE-012



28.02.2014

Kerb Groove Casting and Cutting 38+220 38+330 RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/744 Dated:

29.04.2014



05.05.2014

13 IE-013



28.02.2014

The Quality work of Concrete Head wall

of Hump pipe Culvert at Km 7+028

(LHS)

7+028 LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/626 Dated:

21.03.2014


Border/IE/2013-14/341Dated

27.03.2014

14 IE-014



22.03.2014

Oversized material in Embankment

filling.69+320 69+500 B/S Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1096 Dated:

11.11.2015


Border/IE/2014-15/721Dated

14.11.2014

15 IE-015



27.03.2014

Kerb Groove Casting and Cutting. 34+240 34+460 RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/745 Dated:

29.04.2014



05.05.2014

16 IE-016



05.04.2014

Compressive Strength of M-30 Grade

Concrete Box Culvert Raft31+729 RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/746/914 Dated:

29.04.2014 & 17.07.2014



22.07.2014

17 IE-017



05.04.2014

Railing Broken at Existing Bridge at

Potlan VillageClosed

BRTPL/BHIL-RAJ/NH-

758/IE/14/749 Dated:

29.04.2014



05.05.2014

18 IE-018



05.04.2014

Safety Arrangement of Minor Bridge49+866,49+954

& 28+960Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/768 Dated:

03.05.2014



05.05.2014

19 IE-019



05.04.2014

Safety Arrangement of Box Culvert 39077 Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/769 Dated:

03.05.2014



05.05.2014

20 IE-020



07.04.2014

Compressive Strength of M-30 Grade

Concrete for Retaining Wall Raft63573 LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/915 Dated:

17.07.2014



22.07.2014

144144

S.


Status of

Compliance




21 IE-021



26.04.2014


Filling82110 82420 B/S Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/780 Dated:

08.05.2014

APL/Bhilwara-Rajasthan /NH-

758/IE/2013-14/455 Dated

21.05.2014

22 IE-022



26.04.2014


Filling81300 81500 LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/779 Dated:

08.05.2014


758/IE/2013-14/456 Dated

21.05.2014

23 IE-023

APL/Bhilwara-Rajasthan/NH-

758/IE/2013-14/454 Dated

20.05.2014

Safety Arrangment of Box Culverts 55540 RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/884 Dated:

30.6.2014


758/IE/2013-14/565 Dated

22.07.2014

24 IE-024


758/IE/2013-14/658Dated

20.09.2014

Damage Shoulder & Side Slope 77+340 77+380 LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1185 Dated:

11.12.2014


758/IE/2013-14/763 Dated

19.12.2014

25 IE-025


758/IE/2013-14/479 Dated

02.06.2014

Oversize material in Embankment

Slope81+500 82+400 B/S Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1573

Dated:11.05.2015


758/IE/2015-16/1201

Dated29.06.2015

26 IE-026


758/IE/2013-14/492

Dated06.06.2014

Over sized river sand containing

pebblesRHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/890 Dated:

02.07.2014


758/IE/2014-15/586 Dated

1.08.2014

27 IE-027


758/IE/2013-14/0523 Dated

28.06.2014

Top layer of GSB Width short 39+450 39+500 RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1054 &1163

Dated: 11.10.2014 &

05.12.2014


758/IE/2014-15/761& 775

Dated 15.12.2014

&24.12.2014

28 IE-028


758/IE/2013-14/0524 Dated

28.06.2014

Scarified Existing BT -Material dumped

at shoulder side57+000 58+000 RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1572

Dated:11.05.2015


758/IE/2015-16/1096 Dated

21.05.2015

29 IE-029


758/IE/2013-14/0525 Dated

28.06.2014


at Mediam 57+000 58+000 RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1163

Dated:05.12.2014.


758/IE/2014-15/0775 Dated

24.12.2014

30 IE-030


758/IE/2013-14/0526 Dated

28.06.2014

kutcha Divertion provided Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1045

Dated:08.10.2014.


758/IE/2014-15/685 Dated

09.10.14

69+950

49+870 RHS,

29+060 LHS &

16+500 RHS

145145

S.


Status of

Compliance




31 IE-031


758/IE/2013-14/0536 Dated

04.07.2014, 2015-16/1023

Concrete work ;R2 Wall ,2nd lift ,

(Required joint Testing details of IE and

Conncessionair

LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1075Dated:06.04.

2015,1512 dated 18.04.15


758/IE/2014-

15/1042Dated22.04.2015

32 IE-032


758/IE/2013-14/0545 Dated

07.07.2014

Checking of DBM Level RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1473

Dated:06.04.2015


758/IE/2015-16/1021 Dated

10.04.2015

33 IE-033


758/IE/2014-15/0659 Dated

20.9.2014

Back Filling (Minor

Bridge)Bhilwara&Rajsamand sideRHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1151

Dated:29.11.2014


758/IE/2013-14/749 Dated

04.12.14

34 IE-034


758/IE/2014-15/0660 Dated

20.09.2014

Filter Media (Minor Bridge)

Bhilwara&Rajsamand sideRHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1152

Dated:29.11.2014.


758/IE/2013-14/748 Dated

04.12.14

35 IE-035


758/IE/2014-15/0557 Dated

21.07.2014

Rain cut in side slop 39+800 40+500 B/S closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1372

Dated:21.02.2015


758/IE/2013-14/938 Dated

23.02.2015

36 IE-036


758/IE/2014-15/0558 Dated

21.07.2014

Lot of honey combing (Minor Bridge) RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1003

Dated:13.09.2014


758/IE/2014-15/656 Dated

20.09.14

37 IE-037


758/IE/2014-15/0559 Dated

21.07.2014, 2015-16 1024

dated 11.04.2015

NCR-31 in 2nd lift without NCR no. 31

3rd lift concrete has been done.LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1075Dated:06.04.

2015,1512 dated 18.04.15


758/IE/2014-15/1043 Dated

22.04.2015

38 IE-038


758/IE/2014-15/0560 Dated

21.07.2014, 1191/26.06.2015 ,

1339 dated 28.09.2015


in Shoulder side and Mediam 32+600 37+400 LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1656

5Dated:13.06.2015,1825

dated 11.09.2015.

1860,dated 09.10.2015.


758/IE/2015-16/1428 Dated

05.11.2015

39 IE-039


758/IE/2014-15/0560 Dated

21.07.2014

Cenent Stored on the Ground LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/938

Dated:30.07.14


758/IE/2014-15/615 Dated

23.08.2014

28+970

28+970

24+897

72+600

24+897

24+840

28+970

146146

S.


Status of

Compliance




40 IE-040


758/IE/2014-15/0572 Dated

23.07.2014

Oversize River sand containing pebbles. LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/939

Dated:30.07.14


758/IE/2014-15/587 Dated

1.08.2014

41 IE-041


758/IE/2014-15/0575Dated

25.07.2014

Oversize material in Embankment and

Subgrade Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/942

Dated:04.08.14


758/IE/2014-15/604 Dated

14.08.2014

42 IE-042


758/IE/2014-15/0661Dated

20.09.2014

Oversize, Debris and rubish material in

Embankment Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1070

Dated:20.08.14


758/IE/2014-15/0699 Dated

22.08.2014

43 IE-043


758/IE/2014-15/0595Dated

06.08.2014


Km 72+600 LHSLHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1046

Dated:08.10.2014.


758/IE/2014-15/684 Dated

09.10.2014

44 IE-044


758/IE/2014-15/0596 Dated

06.08.2014

Oversize, round pebbles at concrete

batching plant RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/962

Dated:09.08.14


758/IE/2014-15/605 Dated

14.08.2014

45 IE-045


758/IE/2014-15/0597 Dated

06.08.2014


Km 18+000 RHSRHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/984

Dated:30.08.14


758/IE/2014-15/630 Dated

05.09.2014.

46 IE-046


758/IE/2014-15/0610 Dated

20.08.2014

safty arrengment of MNB &BOX

CULVERT Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/990

Dated:04.09.2014.


758/IE/2014-15/636Dated

10.09.2014.

47 IE-047


758/IE/2014-15/0627 Dated

04.09.2014

Oversize material in Embankment and

Subgrade Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1021

Dated:25.09.2014.


758/IE/2014-15/681Dated

08.10.2014.

48 IE-048


758/IE/2014-15/0628 Dated

04.09.2014, 766/19.12.2014

Oversize material filled in Median. Median Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1164

Dated:05.12.2014.,1571Date

d 11.05.2015


758/IE/2015-16/1187

Dated26.06.2015

49 IE-049


758/IE/2014-15/0629 Dated

04.09.2014

BT Material dumped & spread for

shoulderRHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1047

Dated:08.10.2014.


758/IE/2014-15/0695Dated

18.10.2014.

77+000 to

77+470,72+080

to72+380,81+34

0 to

56+770 to

57+400

18+000

49+870,48+622,

61+945,63+572,

77+910,78+780

71+600 to

71+620

L/S,73+000 to

72+6000

77+915 to

77+980LHS,

70+160 to

70+200 RHS

49+770 to

49+830 LHS ,

49+900 to

50+000 LHS

72+600

18+000

147147

S.


Status of

Compliance




50 IE-050


758/IE/2014-15/0647 Dated

15.09.2014

khacha divertion closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1340

Dated:07.02.2015


758/IE/2014-15/0935Dated

20.02.2015.

51 IE-051


758/IE/2014-15/0648

Dated15.09.2014

RE WALL PANEL WITH FOUNDATION

and Earth filling.B/S Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1044

Dated:08.10.2014.


758/IE/2014-15/0747Dated

04.12.2014.

52 IE-052


758/IE/2014-15/0651 Dated

17.09.2014

Return wall of Box culvert (Lot of hony

combing)LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1043

Dated:08.10.2014.


758/IE/2014-15/694Dated

18.10.2014.

53 IE-053


758/IE/2014-15/0686, 0930

Dated 09.10.2014,20.02.2015,

Cracks Developed in DBM RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1341

Dated:07.02.2015,1483

(07.04.2015)


758/IE/2015-16/1011Dated

08.04.2015

54 IE-054


758/IE/2014-15/0711 Dated

05.11.2014

scarified bt material dump in median LHS;RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1162

Dated:05.12.2014.


758/IE/2014-15/762 Dated

15.12.2014.

55 IE-055


758/IE/2014-15/0739 Dated

22.11.2014

Over size material fill in median Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1165

Dated:05.12.2014.


758/IE/2014-15/764 Dated

19.12.2014.

56 IE-056


758/IE/2014-15/0755 Dated

09.12.2014

Excavated Material Dumped in side RE

WALL .LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1196

Dated:13.12.2014.


758/IE/2014-15/760 Dated

15.12.2014.

57 IE-057


758/IE/2014-15/0756 Dated

11.12.2014.

Over size material fill in Embankment RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1213, 1274

Dated:18.12.2014.,17.01.201

5


758/IE/2014-15/862 Dated

21.01.2015.

58 IE-058


758/IE/2014-15/0774 Dated

24.12.2014.

Over size material fill in SubGrade

layer in pur by pass.LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1244

Dated:31.12.2014.


758/IE/2014-15/794 Dated

2.1.2015.

59 IE-059


758/IE/2014-15/0789 Dated

30.12.2014.

Lot of honey combing on the surface of

the R/W &parapet wall of box culvert RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1244

Dated:31.12.2014.


758/IE/2014-15/870 Dated

28.1.2015.

38+740

to38+880

,46+100 to

56+640 to

57+000

27+500 to

27+580

2+260 to 2+400

84+050 to

84+150

73+878

28+800 to

29+050, 39+020

to 39+070,

3+020 to 3+170

10+570

26+950 to

27+000

148148

S.


Status of

Compliance




60 IE-060


758/IE/2014-15/0790,805

Dated 30.12.2014./06.01.2015

Safety boards,barricades,deneators&

signboards for traffic regulation of

miner bridge

LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1271

Dated:16.01.15


758/IE/2014-15/0933Dated

20.02.2015

61 IE-061


758/IE/2014-15/0792 Dated

31.12.2014.

Oversize GSB material placed on bed RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1273

Dated:16.01.15


758/IE/2014-15/0840Dated

19.01.2015

62 IE-062


758/IE/2014-15/0795

Dated2.01.2015.

Oversize material placed IN SG bed BHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1371

Dated:21.02.2015


758/IE/2014-15/939 Dated

23.02.2015

63 IE-063


758/IE/2014-15/0834 Dated

14.01.2015, 1192/

26.06.2015(1365, dated

13.10.2015)

Reinforcement Bars stocked on ground

.camp -1

Rectification

in progress

BRTPL/BHIL-RAJ/NH-

758/IE/15/1672

Dated:24.06.2015 , 1859

dated 08.10.2015

64 IE-064


758/IE/2014-15/0834 Dated

14.01.2015

cement bag stored camp -1 Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1324

Dated:02.02.15


758/IE/2014-15/878

Dated02.02.2015

65 IE-065


758/IE/2014-15/0835 Dated

14.01.2015

cement bag stored camp -2 Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1318

Dated:29.01.2015


758/IE/2014-

15/876Dated31.1.2015.

66 IE-066


758/IE/2014-15/0866 Dated

27.01.2015

safety arrangement for MNB LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1363

Dated:18.02.2015


758/IE/2014-15/932

Dated320.02.2015

67 IE-067


758/IE/2014-15/0867 Dated

27.01.2015

Oversized material in embankment RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1377

Dated:25.02.2015


758/IE/2014-15/956

Dated4.03.2015

68 IE-068


758/IE/2014-15/0869 Dated

27.01.2015

Excavated Material Dumped in side RE

WALL .RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1398

Dated:14.03.2015


758/IE/2014-15/973

Dated19.03.2015

69 IE-069


758/IE/2014-15/00909 Dated

10.02.2015

oversized material RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1378

Dated:25.02.2015


758/IE/2014-15/955 Dated

4.03.2015

07+270

11+400 to

11+450

0+902 to 01+100

2+570 tom

2+690

,4+830 to 4+870

75+194

83+980 to

84+030

9+730 TO 9+790

18+0000

18+0000

70+950

149149

S.


Status of

Compliance




70 IE-070


758/IE/2014-15/00910 Dated

10.02.2015

Filter media and back fill LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1362

Dated:18.02.2015


758/IE/2014-15/0934

Dated20.02.2015

71 IE-071


758/IE/2014-15/00941 Dated

24.02.2015


at shoulder sideRHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/14/1510Dated:18.

04.15


758/IE/2014-15/1041 Dated

21.04.2015

72 IE-072


758/IE/2014-15/00945 Dated

27.02.2015

Filter media without back filling (Box

culvert) RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1399

Dated:14.3.2015


758/IE/2014-15/0974

Dated19.03.2015

73 IE-073


758/IE/2014-15/00947 Dated

27.02.2015

Drain Wall LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1421 Dated:

21.03.214


758/IE/2014-15/0991

Dated27.03.2015

74 IE-074


758/IE/2014-15/00948 Dated

27.02.2015

Return wall of Box culvert (Lot of hony

combing)LHS & RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1577

Dated:13.05.2015


758/IE/2015-16/1098 Dated

21.05.2015

75 IE-075


758/IE/2014-15/00952 Dated

02.03.2015, 1337 Dated

28.09.2015

DBM Core thickness LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1823

Dated:11.09.2015,1861

dated 09.10.2015


758/IE/2015-16/1382 Dated

16.10.2015

76 IE-076


758/IE/2014-15/00966Dated

12.03.2015

Oversized & flaky material in Emb. LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/14/1422

Dated:21.03.2014


758/IE/2014-

15/0981Dated23.03.2015

77 IE-077


758/IE/2014-15/00970 Dated

19.03.2015

Filter media without back filling (Box

culvert) Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/14/1468

Dated:04.04.2015


758/IE/2015-16/1008

Dated07.04.2015

78 IE-078


758/IE/2014-15/00971 Dated

19.03.2015

Oversized and flaky material LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/14/1436

Dated:25.03.2015


758/IE/2014-15/0990

Dated27.03.2015

79 IE-079


758/IE/2014-15/00975 Dated

19.03.2015

Oversized material in Embankment RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/14/1437

Dated:25.03.15


758/IE/2014-15/0989 Dated

27.03.2015

3+345 to 3+365

1+400 to 1+460

4+438,8+686 &

10+552 KM.

12+065 to

12+080

52+203

38+889,38+890,

&38+891

7+125 to 7+175

25+879

LHS,26+025

LHS,31+731RHS

55+222, 55+309

66+570 to

66+700

150150

S.


Status of

Compliance




80 IE-080


758/IE/2015-16/001016 Dated

10.04.02015

Oversized material for Embankment RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/14/1515

Dated:18.04.15


758/IE/2014-15/1040Dated

21.04.2015

81 IE-081


758/IE/2015-16/001017 Dated

10.04.02015

Oversized material for Embankment RHS,LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/14/1550

Dated:01.05.2015


758/IE/2014-15/1072Dated

06.05.2015

82 IE-082


758/IE/2015-16/001018 Dated

10.04.02015

Material dumped and spreaded

without compaction (Gurla pound)LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/15/1578

Dated:013.05.2015


758/IE/2015-16/1097 Dated

21.05.2015

83 IE-083


758/IE/2015-16/001019 Dated

10.04.02015

Filter media and back fill (Minor

Bridge)BHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/15/1802 Dated:

28.08.2015


758/IE/2015-16/1301 Dated

01.09.2015

84 IE-084


758/IE/2015-16/1020 Dated

10.04.2015

Filter media and back fill and Approach

Slab A2 SIDE (Minor Bridge)BHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/14/1511

Dated:18.04.15


758/IE/2014-

15/1058Dated27.04.2015

85 IE-085


758/IE/2015-16/1099 Dated

21.05.2015


BRTPL/BHIL-RAJ/NH-

758/IE/15/14/1696

ADated:03.07.2015


758/IE/2015-16/1214

Dated13.07.2015

86 IE-086


758/IE/2015-16/1100 Dated

21.05.2015


BRTPL/BHIL-RAJ/NH-

758/IE/15/14/1613

Dated:28.05.2015


758/IE/2015-

16/1136Dated05.06.2015

87 IE-087


758/IE/2015-16/1101 Dated

21.05.2015

Oversize Material dump for

Embankment.RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/14/1631

Dated:04.06.2015


758/IE/2015-16/1140 Dated

08.06.2015

67+060

9+400 to 9+760

70+140 to

70+240

21+150 to

21+220

1+250 to 1+350

85+200 TO

85+290RHS,

85+660 TO

85+730 LHS

74+570 to

74+600

41+430

151151

S.


Status of

Compliance




88 IE-088


758/IE/2015-16/1102 Dated

21.05.2015

Oversize Material Placed in


BRTPL/BHIL-RAJ/NH-

758/IE/15/14/1632

Dated:04.06.2015


758/IE/2015-16/1141 Dated

08.06.2015

89 IE-089


758/IE/2015-16/1103 Dated

21.05.2015

Damaged DBM RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/14/1634

Dated:06.06.2015


758/IE/2015-

16/1146Dated09.06.2015

90 IE-090


758/IE/2015-16/1104 Dated

21.05.2015, &1308 dated

02.09.2015

Abutment A2 Durt Wall & Retaining

wall A2LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/14/1789

Dated:18.08.2015' 1818

dated 8.09.2015


758/IE/2015-16/1313

Dated10.09.2015

91 IE-091


758/IE/2015-16/1105 Dated

21.05.2015, 1338 dated

28.09.2015

Stone pitching and filter Media of

minor Bridge.BHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/14/1824

Dated:11.09.2015'1974

dated 03.12.2015


758/IE/2015-16/1463

Dated09.012.2015

92 IE-092


758/IE/2015-16/1120 Dated

29.05.2015

Oversized and flaky material LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/15/1640

Dated:08.06.2015


758/IE/2015-

16/1147Dated09.06.2015

93 IE-093


758/IE/2015-16/1125 Dated

01.06.2015

Oversize GSB material placed on bed LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/15/1641Dated:08.

06.2015


758/IE/2015-16/1145

Dated09.06.2015

94 IE-094


758/IE/2015-16/1126 Dated

02.06.2015

Borrow Material dump for Emb.

Without Copaction.RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/14/1638

Dated:06.06.2015


758/IE/2015-16/1144

Dated09.06.2015

95 IE-095


758/IE/2015-16/1154 Dated

12.06.2015


Embankment.LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/14/1659

Dated:16.06.2015


758/IE/2015-16/1186

Dated26.06.2015

41+340

67+060

6+700 to 6+900

38+100 to

38+140

61+740 to

61+810

86+790 to

86+900

1+200 to 1+250

70+040 TO

70+120

152152

S.


Status of

Compliance




96 IE-096


758/IE/2015-16/1155 Dated

12.06.2015



BRTPL/BHIL-RAJ/NH-

758/IE/15/1673

Dated:24.06.2015


758/IE/2015-16/1188

Dated26.06.2015

97 IE-097


758/IE/2015-16/1156 Dated

12.06.2015

Stone pitching LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1984 Dated:

05.12.2015


758/IE/2015-16/1464

Dated09.12.2015

98 IE-098


758/IE/2015-16/1157 Dated

12.06.2015

Stone pitching RHS closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1957 Dated:

27.11.2015


758/IE/2015-16/1462 Dated

09.12.2015

99 IE-099


758/IE/2015-16/1163Dated

17.06.2015

Oversize and flaky slate material LHS closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1674

Dated:24.06.2015


758/IE/2015-16/1189

Dated26.06.2015

100 IE-100


758/IE/2015-16/1164 Dated

17.06.2015

Sand Containing Oversize Round

Pabbles at Batching plant.RHS closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1675

Dated:24.06.2015


758/IE/2015-16/1190

Dated26.06.2015

101 IE-101


758/IE/2015-16/1165 Dated

17.06.2015, 1232 22.07.2015

U-TYPE Return wall reinforcement

rusted and Buried in earth LHS closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1698

Dated:03.07.2015, 1820

dated 09.09.2015


758/IE/2015-16/1335

Dated28.09.2015

102 IE-102


758/IE/2015-16/1170 Dated

19.06.2015

Lot of Honey Combing and Exposure of

Reinforcement on Retain Wall LHS &

Parapet RHS of Box Culvert

Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1724

Dated:10.07.2015


758/IE/2015-16/1249

Dated30.07.2015

103 IE-103


758/IE/2015-16/1171 Dated

19.06.2015

Unsuitable Fill Material placed for

Reinforced Earth StructureBHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1689

Dated:30.06.2015


758/IE/2015-16/1204, Dated

03.7.2015

20+801

20+810 to

20+940

86+750 to

86+790

66+900 to

67+050

66+750 to

66+910

5+020 to 5+070

18+000

55+548

153153

S.


Status of

Compliance




104 IE-104


758/IE/2015-16/1178 Dated

24.06.2015 , 1205 03.07.2015

RE WALL PANEL is not in alignment. LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1688

Dated:30.06.2015 ,1763

01.08.2015


758/IE/2015-16/1296, Dated

24.08.2015

105 IE-105


758/IE/2015-16/1179 Dated

24.06.2015, 1460 dated

04.12.2015

Drain work is not in Line &Level LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1958 A Dated:

30.11.2015,2042 DATED

14.01.2016


758/IE/2015-16/1575, Dated

28.01.2016

106 IE-106


758/IE/2015-16/1180 Dated

24.06.2015

Reinforced Earth 3rd layer material not

conforming to specification.LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1679

Dated:25.06.2015


758/IE/2015-16/1199

Dated29.06.2015

107 IE-107


758/IE/2015-16/1181 Dated

24.06.2015

Oversize GSB material Laid. LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1697 A

Dated:03.07.2015


758/IE/2015-16/1215 Dated

13.07.2015

108 IE-108


758/IE/2015-16/1182 Dated

24.06.2015

Unsuitable Fill Material placed for

Reinforced Earth StructureLHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1680

Dated:25.06.2015


758/IE/2015-16/1200

Dated29.06.2015

109 IE-109


758/IE/2015-16/1206 Dated

03.07.2015, 1459 dated

04.12.2015

Honeycombing in concrete of chamber

of HPC Culvert.LHS

Rectification

in progress

BRTPL/BHIL-RAJ/NH-

758/IE/15/1961 Dated:

30.11.15

110 IE-110


758/IE/2015-16/1255 Dated

31.07.2015

Cracks and damages in DBM surface. RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/2037A Dated:

09.01.16


758/IE/2015-16/1535

Dated11.01.2016

111 IE-111


758/IE/2015-16/1256 Dated

31.07.2015, 1294 Dated

24.08.2015, 1316 dated

11.09.2015

Cement Stored on the ground RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1788 Dated:

18.08.2015 ,1816 dated

07.09.2015, 1835 dated

15.09.2015


758/IE/2015-16/1336 Dated

28.09.2015

3+200 to 3+330

3+661

48+280 to

48+350

70+950

0+720 to 0+760

0+660 to 0+760

3+660 to 3+770

03+780 to 3+810

154154

S.


Status of

Compliance




112 IE-112


758/IE/2015-16/1257 Dated

31.07.2015 ,1427 Dated

05.11.2015

Reinforcement steel stored on the

groundRHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1858 Dated:

08.10.2015,1948 Dated

23.11.2015


758/IE/2015-16/11443 Dated

24.011.2015

113 IE-113


758/IE/2015-16/1258 Dated

31.07.2015, 1343 DATED

28.09.2015

kutcha Divertion provided Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1817Dated:

07.09.2015, 1850 Dated

03.10.2015


758/IE/2015-16/1354 Dated

05.10.2015

114 IE-114


758/IE/2015-16/1300 Dated

31.08.2015

honey combing observed in BOX

Culvert .LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1972 Dated:

03.12.2015.


758/IE/2015-16/1458Dated

03.12.2015

115 IE-115


758/IE/2015-16/1309 Dated

03.09.2015

Oversize GSB Material RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1819 Dated:

08.09.2015


758/IE/2015-16/1314 Dated

10.09.2015

116 IE-116


758/IE/2015-16/1340 Dated

28.09.2015

oversize in embankment sleep road RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1851 Dated:

03.10.2015


758/IE/2015-16/1355 Dated

05.10.2015

117 IE-117


758/IE/2015-16/1341 Dated

28.09.2015, 1577 dated

28.01.2016

Chute drain is not constucted in slop

2:1RHS

Rectification

in progress

BRTPL/BHIL-RAJ/NH-

758/IE/16/2061 Dated:

22.01.2016

118 IE-118


758/IE/2015-16/1342Dated

28.09.2015 ( 1379 dated

16.10.2015),(1509 dated

23.12.2015)

Toe wall is not construted as per

speciffication of MNBBHS

Rectification

in progress

BRTPL/BHIL-RAJ/NH-

758/IE/15/1866Dated:

10.10.2015, 1999 dated

12.12.2015

119 IE-119


758/IE/2015-16/1344Dated

30.09.2015

Oversize GSB Material laid BHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1852Dated:

06.10.2015


758/IE/2015-16/1357 Dated

08.10.2015

49+386 LHS

3+120 to 3+180

83+900 to

83+950

70+560 to

70+750

16+530

0+900 to 1+000

70+950

49+900 to

50+000 RHS and

66+280 LHS

155155

S.


Status of

Compliance




120 IE-120


758/IE/2015-16/1345Dated

30.09.2015

EMBANKMENT MATERIAL FILLED IN

PLACE OF REINFORCED EARTH FILL .Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1853 Dated:

06.10.2015


758/IE/2015-16/1358 Dated

08.10.2015

121 IE-121


758/IE/2015-16/1348Dated

30.09.2015

Rain cut in shoulder and side slop BHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1958 Dated:

27.11.2015


758/IE/2015-16/1456Dated

03.12.2015

122 IE-122


758/IE/2015-16/1349 Dated

30.09.2015, 1431 Dated

06.11.2015

Thorn plants Developed on Existing

Highway near Kunwariya, Potlan, Karoi

and pur village.

Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1953 Dated:

25.11.2015


758/IE/2015-16/1450 Dated

28.11.2015

123 IE-123


758/IE/2015-16/1350 Dated

30.09.2015, 1430 Dated

06.11.2015, 1452, dated

28.11.2015, 1467 dated

Potholes Developed on Existing

Highway near pur village and diversion

at

RHSRectification

in progress

BRTPL/BHIL-RAJ/NH-

758/IE/15/1954 Dated:

25.11.2015, 1978 dated

04.12.2015

124 IE-124


758/IE/2015-16/1351 Dated

30.09.2015

Kerb Casting Work not in line and level RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1959 Dated:

27.11.2015


758/IE/2015-16/1520 Dated

31.12.2015

125 IE-125


758/IE/2015-16/1364Dated

13.10.2015


PLACE OF REINFORCED EARTH FILL .LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1901Dated:

21.10.2015


758/IE/2015-16/1388 Dated

24.10.2015

126 IE-126


758/IE/2015-16/1380 Dated

16.10.2015

OVERSIZE EMBANKMENT MATERIAL Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1893Dated:

20.10.2015


758/IE/2015-16/1389 Dated

24.10.2015

127 IE-127


758/IE/2015-16/1381 Dated

16.10.2015

QUILITY WORK OF CONCRETE POOR

HONEY COMBING RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1955Dated:

25.11.2015


758/IE/2015-16/1449 Dated

28.11.2015

87+000 to

87+080

LHS,86+270 to

86+370 BHS

11+795

15+260 to

15+480 RHS &

15+680 to

15+720 (BHS)

61+100 to

61+500

78+200

72+000 to

72+140

15+420 to

15+620

&

15+700 to

156156

S.


Status of

Compliance




128 IE-128


758/IE/2015-16/1396 Dated

29.10.2015

oversize GSB Material laid RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1936Dated:

06.11.2015


758/IE/2015-16/1437 Dated

10.11.2015

129 IE-129


758/IE/2015-16/1397Dated

29.10.2015


PLACE OF REINFORCED EARTH FILL .BHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1950 Dated:

24.11.2015


758/IE/2015-16/1445 Dated

26.11.2015

130 IE-130


758/IE/2015-16/1399 Dated

29.10.2015

QUILITY WORK OF CONCRETEO OF

CRASH BARRIER IS VERY POOR.

LHS, RHS &

MEDIAN

PORTION

Closed

BRTPL/BHIL-RAJ/NH-

758/IE/16/2062 Dated:

22.01.2016


758/IE/2015-16/1574 Dated

28.01.2016

131 IE-131


758/IE/2015-16/1399Dated

29.10.2015

CONCRETE OF WALL 1ST LIFT BOTH

SIDES FOR BOX CULVERT IS NOT IN

LINE &LEVEL.

LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1932Dated:

03.11.2015


758/IE/2015-16/1418 Dated

04.11.2015

132 IE-132


758/IE/2015-16/1438 Dated

19.11.2015


PLACE OF REINFORCED EARTH FILL .

LHS

RHSClosed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1949Dated:

24.11.2015


758/IE/2015-16/1446 Dated

26.11.2015

133 IE-133


758/IE/2015-16/1451 Dated

28.11.2015

Oversized Embankment material LHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1973 Dated:

03.12.2015


758/IE/2015-16/1457 Dated

03.12.2015

134 IE-134


758/IE/2015-16/1453 Dated

30.11.2015

Oversized Embankment material RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1982 Dated:

05.12.2015


758/IE/2015-16/1466Dated

09.12.2015

135 IE-135


758/IE/2015-16/1454 Dated

30.11.2015

Quality work of Concrete of curtain

Wall.BHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/1983Dated:

05.12.2015


758/IE/2015-16/1465 Dated

09.12.2015

14+920 to

15+160

15+120 to

15+160

83+920 to

84+010

87+070+87+100

32+499

1+480 to 1+650

20+530 to

20+400

62+813

15+063

157157

S.


Status of

Compliance




136 IE-136


758/IE/2015-16/1468Dated

09.12.2015

Oversized Embankment material in

place of reinforced earth fillBHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/2000Dated:

12.12.2015,2022 dated

28.12.2015


758/IE/2015-16/1517 Dated

30.12.2015

137 IE-137


758/IE/2015-16/1469 Dated

09.12.2015

MBCB NOT FIXED AS PER GFC

DRAWING.RHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/2033Dated:

06.01.2016


758/IE/2015-16/1570 Dated

28.01.2016

138 IE-138


758/IE/2015-16/1519 dated

30.12.2015, 1578 dated

28.01.2016

fixing of kilometre stone and 200 m

stone

Rectification

in progress

BRTPL/BHIL-RAJ/NH-

758/IE/15/2056 Dated:

20.01.2016

139 IE-139


758/IE/2015-16/1536 dated

12.01.2016, 1579 dated

28.01.2016

Fixing of Boundry Stones. LHSRectification

in progress

BRTPL/BHIL-RAJ/NH-

758/IE/15/2057 Dated:

20.01.2016

140 IE-140


758/IE/2015-16/1541 dated

12.01.2016

Drainage Bay Material BHS Closed

BRTPL/BHIL-RAJ/NH-

758/IE/15/2047Dated:

16.01.2016


758/IE/2015-16/1566 Dated

22.01.2016

141 IE-141


758/IE/2015-16/1555 dated

16.01.2016

Oversize GSB Material LHSRectification

in progress

Remarks : 1. Closed 133 nos

2. Complied -0.0 nos

24+000 to

42+000

36+500 to

39+500

15+186 to

15+340

4+940 to 5+020

3. Rectification in Progress- 08nos

20+410 to

20+500

21+920 to

22+350

158158


ANNEXURE - O

STATUS OF PLANT &

EQUIPMENTS CALIBRATION

159159





SL No.DESCRIPTION OF THE EQUIPMENT /

DEVICE

EQUIPMENT CODE /

IDENTIFICATIONCALIBRATION AGENCY

FREQUENCY OF

CALIBRATION

CALIBRATION

VARIFYING DOCUMENT

DATE OF

CALIBRATION

NEXT DUE DATE

OF

CALIBRATION

REMARK'S

1 Electronic Balance (50 Kg) SEL/QC/SEC-1/EQ-4/1 EIE INST.PVT.LTD 1 year Available in Records 3.04.15 2.06.16

2 Electronic Balance (30 Kg) SEL/QC/SEC-1/EQ-4/1-2 EIE INST.PVT.LTD 1 year Available in Records 3.04.15 2.06.16

3 Electronic Balance (20 Kg) SEL/QC/SEC-1/EQ-4/1-2 EIE INST.PVT.LTD 1 year Available in Records 3.04.15 2.06.16



6 Electronic Balance (500 gm) SEL/QC/SEC-1/EQ-4/1 EIE INST.PVT.LTD 1 year Available in Records 3.04.15 2.06.16

7 Pressure Gauge (2000 KN) CTM SEL/QC/SEC-1/EQ-27/1 EIE INST.PVT.LTD 1 year Available in Records 3.04.15 2.04.16

8 Proving Ring (50 KN) SEL/QC/SEC-1/EQ-16/1 EIE INST.PVT.LTD 1 year Available in Records 3.04.15 2.04.16



11 Water Bath SEL/QC/SEC-1/EQ-46/1 IN HOUSE 1 year Available in Records 5.01.16 4.01.17

12 Hot Air Oven (small) SEL/QC/SEC-1/EQ-9/1 EIE INST.PVT.LTD 1 year Available in Records 5.01.16 4.01.17

13 Hot Air Oven (small) SEL/QC/SEC-1/EQ-10/1 EIE INST.PVT.LTD 1 year Available in Records 5.01.16 4.01.17

14 Hot Air Oven (Big) SEL/QC/SEC-1/EQ-11/1 EIE INST.PVT.LTD 1 year Available in Records 5.01.16 4.01.17

15 Sand Pouring Cylinder (100 mm) SEL/QC/SEC-1/EQ-21/1 IN HOUSE 3 Months Available in Records 5.01.16 4.04.16

16 Sand Pouring Cylinder(150 mm) SEL/QC/SEC-1/EQ-21/2 IN HOUSE 3 Months Available in Records 5.01.16 4.04.16

17 Sand Pouring Cylinder (200 mm) SEL/QC/SEC-1/EQ-21/3 IN HOUSE 3 Months Available in Records 5.01.16 4.04.16

18 Rapid Moisture Meter (RMM) SEL/QC/SEC-1/EQ-24/1-2 IN HOUSE 3 Months Available in Records 5.01.16 4.04.16

19 Proctor Moulds SEL/QC/SEC-1/EQ-1/1-4 IN HOUSE 3 Months Available in Records 5.01.16 4.04.16

20 Proctor Rammer SEL/QC/SEC-1/EQ-2/1-4 IN HOUSE 3 Months Available in Records 5.01.16 4.04.16

21 CBR Mould SEL/QC/SEC-1/EQ-14/1-48 IN HOUSE 3 Months Available in Records 5.01.16 4.04.16

22 Moisture Container SEL/QC/SEC-1/EQ-3/1-150 IN HOUSE 3 Months Available in Records 5.01.16 4.04.16

FOUR LANING OF BHILWARA - RAJSAMAND IN THE SECTION OF NH - 758 (From KM.0+000 To KM.87.250) IN THE STATE OF RAJASTHAN UNDER NHDP PHASE IV ON

(DBFOT) TOLL BASIS

CALIBRATION PLAN (SECTION - 1)

GENERAL TESTING EQUIPMENT

160160

SL No.DESCRIPTION OF THE EQUIPMENT /

DEVICE

EQUIPMENT CODE /

IDENTIFICATIONCALIBRATION AGENCY

FREQUENCY OF

CALIBRATION

CALIBRATION

VARIFYING DOCUMENT

DATE OF

CALIBRATION

NEXT DUE DATE

OF

CALIBRATION

REMARK'S


GENERAL TESTING EQUIPMENT23 PC & TC Tray SEL/QC/SEC-1/EQ-57/1-14 IN HOUSE 3 Months Available in Records 2.12.15 1.03.16

24 Concrete Cube Mould SEL/QC/SEC-1/EQ-26/1-102 IN HOUSE 3 Months Available in Records 5.01.16 4.04.16

25 Slump Cone & Temping Rod SEL/QC/SEC-1/EQ-30/1-6 IN HOUSE 3 Months Available in Records 5.01.16 4.04.16

26 Crushing Mould (1O % Fine Value) SEL/QC/SEC-1/EQ-23/1-2 IN HOUSE 1 year Available in Records 5.01.16 4.01.17

27 Surcharge Weight SEL/QC/SEC-1/EQ-20/1-48 IN HOUSE 1 year Available in Records 5.01.16 4.01.17

28 Cone Penetrometer SEL/QC/SEC-1/EQ-12/1 IN HOUSE 1 year Available in Records 5.01.16 4.01.17

29 Cassagranda App. SEL/QC/SEC-1/EQ-13/1-2 IN HOUSE 1 year Available in Records 5.01.16 4.01.17

30 Bitumen Penetrometer SEL/QC/SEC-1/EQ-44/1-7 IN HOUSE 1 year Available in Records 5.01.16 4.01.17

31 Ring& Ball App. (Softening Point) SEL/QC/SEC-1/EQ-41/1 IN HOUSE 1 year Available in Records 5.01.16 4.01.17

32 Ductility Machine SEL/QC/SEC-1/EQ-45/1 IN HOUSE 1 year Available in Records 5.01.16 4.01.17

33 Marshall Moulds SEL/QC/SEC-1/EQ-49/1 IN HOUSE 1 year Available in Records 5.01.16 4.01.17

34 Marshall Hammer SEL/QC/SEC-1/EQ-51/1-2 IN HOUSE 1 year Available in Records 5.01.16 4.01.17

35 AIV App. SEL/QC/SEC-1/EQ-31/1 IN HOUSE 1 year Available in Records 5.01.16 4.01.17

36 U' Tube Viscometer SEL/QC/SEC-1/EQ/64/01 EIE INST.PVT.LTD 1 year Available in Records 3.05.14 2.05.16

37 Fluxure Test Machine SEL/QC/SEC-1/EQ/61/01 EIE INST.PVT.LTD 1 year Available in Records 3.04.15 2.04.16

38 Digital Thermometer SEL/QC/SEC-1/EQ-36/1-5 EIE INST.PVT.LTD 1 year

39 Glass Thermometer SEL/QC/SEC-1/EQ-35/1-10 EIE INST.PVT.LTD 1 year

40 Steel Scale EIE INST.PVT.LTD 1 year

41 Digital Vernier Caliper SEL/QC/SEC-1/EQ-37/1 EIE INST.PVT.LTD 1 year

42 B/PLANT NO.01 AT CH:18+000 RHS SURALIA/30CUM/BP No-1 IN HOUSE 3 Month Availble in Records 8.06.15 7.09.15 Not in USE

43 WMM PLANT@18+000 RHS MAXMECH/ Cap.200TPH IN HOUSE 3 Month Availble in Records 7.01.16 6.04.16

44 HM PLANT@18+000 RHS APPOLO/2000TPH IN HOUSE 3 Month Availble in Records 9.01.16 8.04.16

45 B/PLANT NO.02 AT CH:18+000 RHSSCHWINGSTETTER/30CUM/BP No-

2IN HOUSE 3 Month Availble in Records

9.01.16 8.04.16

CALIBRATION PLAN FOR PLANT

CALIBRATION PLAN FOR STANDARD EQUIPMENT

Standard Equipment

161161





S.NO. NAME OF EQIPMENT EQIPMENT CODE NO. CALIBRATED BYFRIQUENCY OF

CALIBRATION

CALIBRATION

VERIFIYING DOCUMENT

DATE OF

CALIBRATION

DUE DATE OF

CALIBRATIONREMARK

1 Proving Ring (50KN) SEL/QC/SEC-2/EQ-16/01. EIE INST.PVT.LTD. 1 Year Availble in Records 04-03-15 04-02-16

2 Proving Ring(25KN) SEL/QC/SEC-2/EQ.16/01 EIE INST.PVT.LTD. 1 Year Availble in Records 04-03-15 04-02-16

3 Weight Scale(50kg) SEL/QC/SEC-2/EQ.04/01 EIE INST.PVT.LTD. 1 Year Availble in Records 04-03-15 04-02-16

4 Weight Scale(50kg) SEL/QC/SEC-2/EQ.04/02 EIE INST.PVT.LTD. 1 Year Availble in Records 05/05.2015 05-04-16

5 Weight Scale(50kg) SEL/QC/SEC-2/EQ.04/03 EIE INST.PVT.LTD. 1 Year Availble in Records 01-08-15 01-07-16 AWATED


7 Weight Scale(30kg) SEL/QC/SEC-2/EQ.04/02 EIE INST.PVT.LTD. 1 Year Availble in Records 01-09-15 01-08-16 AWATED



Weight Scale(10kg) SEL/QC/SEC-2/EQ.04/02 EIE INST.PVT.LTD. 1 Year Availble in Records 04-03-15 04-02-16

10 Weight Scale(5kg) SEL/QC/SEC-2/EQ.04/01 EIE INST.PVT.LTD. 1 Year Availble in Records 13/01/2015 01-12-16 AWATED

11 Weight Scale(500g) SEL/QC/SEC-2/EQ.04/01 EIE INST.PVT.LTD. 1 Year Availble in Records 01-10-15 01-09-16 AWATED

12 C.T.M.(2000KN) SEL/QC/SEC-2/EQ.28/01 EIE INST.PVT.LTD. 1 Year Availble in Records 04-03-15 04-02-16

13 FLUXURE TEST MACHINE SEL/QC/SEC-2/EQ.28/02 EIE INST.PVT.LTD. 1 Year Availble in Records 04-03-15 04-02-16

14 Water bath SEL/QC/SEC-2/EQ.44/01 IN HOUSE 3 Month Availble in Records 01-08-16 04-07-16

15 Water bath SEL/QC/SEC-2/EQ.44/02 IN HOUSE 3 Month Availble in Records 04-11-15 07-10-15 unused

16 Hote Air Oven(Medium) SEL/QC/SEC-2/EQ.10/01 IN HOUSE 3 Month Availble in Records 01-08-16 04-07-16

17 Hote Air Oven(Small) SEL/QC/SEC-2/EQ.09/02 IN HOUSE 3 Month Availble in Records 01-08-16 04-07-16

18 RMM SEL/QC/SEC-2/EQ.25/02 IN HOUSE 3 Month Availble in Records 01-08-16 04-07-16



21 CBR Moulds SEL/QC/SEC-2/EQ.14/48 IN HOUSE 3 Month Availble in Records 01-08-16 04-07-16

FOUR LANING OF BHILWARA - RAJSAMAND IN THE SECTION OF NH - 758 (From KM.0+000 To KM.87.250) IN THE STATE OF RAJASTHAN UNDER NHDP PHASE IV ON

(DBFOT) TOLL BASIS



162162


CALIBRATION

CALIBRATION

VERIFIYING DOCUMENT

DATE OF

CALIBRATION

DUE DATE OF

CALIBRATIONREMARK


GENERAL TESTING EQUIPMENT22 Sand Pouring Cylinder(100mm) SEL/QC/SEC-2/EQ.21/01 IN HOUSE 3 Month Availble in Records 01-08-16 04-07-16

23 Sand Pouring Cylinder(150mm) SEL/QC/SEC-2/EQ.21/01 IN HOUSE 3 Month Availble in Records 01-08-16 04-07-16








31 NDG SEL/QC/SEC-2/EQ.21/1 IN HOUSE 3 Month Availble in Records 07-06-15 10-05-15 unused

32 Proctor mould(2250g/cc) SEL/QC/SEC-2/EQ.1/ 1-3 IN HOUSE 3 Month Availble in Records 01-08-16 04-07-16

33 Proctor mould(1000g/cc) SEL/QC/SEC-2/EQ.1/1 IN HOUSE 3 Month Availble in Records 01-08-16 04-07-16

34 Poctoe Hammer(4.89kg) SEL/QC/SEC-2/EQ.2/1-3 IN HOUSE 3 Month Availble in Records 01-08-16 04-07-16

35 Poctoe Hammer(2.6kg) SEL/QC/SEC-2/EQ.2/1 IN HOUSE 3 Month Availble in Records 01-08-16 04-07-16

36 Moistur Container(A) SEL/QC/SEC-2/EQ.3/50 IN HOUSE 3 Month Availble in Records 01-08-16 04-07-16

37 Moistur Container(B) SEL/QC/SEC-2/EQ.3/100 IN HOUSE 3 Month Availble in Records 01-08-16 04-07-16

38 PC&TC Tray SEL/QC/SEC-2/EQ.8/12 IN HOUSE 3 Month Availble in Records 01-08-16 04-07-16

39 Concrete Cube Moulds SEL/QC/SEC-2/EQ.27/50 IN HOUSE 3 Month Availble in Records 01-08-16 04-07-16

40 SlumpCone &Temping Rod SEL/QC/SEC-2/EQ.29/1-10 IN HOUSE 3 Month Availble in Records 01-08-16 04-07-16

41 Crushing Mould(10%Fine Value) SEL/QC/SEC-2/EQ.24/01 IN HOUSE 1 Year Availble in Records 10-10-15 10-09-16

42 Surchage Weight SEL/QC/SEC-2/EQ.20/43 IN HOUSE 1 Year Availble in Records 10-08-15 10-07-16

43 Cassagranda App. SEL/QC/SEC-2/EQ.13/01 IN HOUSE 1 Year Availble in Records 10-10-15 10-09-16

47 U-Tube Viscometer ( 12 No.) SEL/QC/SEC-2/EQ.45/01 EIE INST.PVT.LTD. Availble in Records 27/05/2014

48 U-Tube Viscometer ( 13No.) SEL/QC/SEC-2/EQ.45/02 EIE INST.PVT.LTD. Availble in Records 24/05/2014

49 U-Tube Viscometer ( 06No.) SEL/QC/SEC-2/EQ.45/03 EIE INST.PVT.LTD. Availble in Records 24/05/2014

163163


CALIBRATION

CALIBRATION

VERIFIYING DOCUMENT

DATE OF

CALIBRATION

DUE DATE OF

CALIBRATIONREMARK



1 B/PLANT NO.01 AT CH:72+600 LHS Nilkanth CP-30/BP No-1 IN HOUSE 3 Month Availble in Records 26/09/15 25/12/2015 CLOSED

2 B/PLANT NO.02 AT CH:70+950 RHS Schwing Stetter CP-30/BP No-2 IN HOUSE 3 Month Availble in Records 30/01/2016 29/04/2016

3 WMM PLANT@72+600LHS PLANT NO. 1 Dhruvi Cap.150TPH IN HOUSE 3 Month Availble in Records 01-09-16 04-08-16

4WMM PLANT@72+900RHS PLANT NO.

02Apollo IN HOUSE 3 Month Availble in Records 20/12/2014 19/3/2015 CLOSED

5WMM PLANT@72+600 LHS PLANT NO.

03Dhruvi Cap.200TPH IN HOUSE 3 Month Availble in Records 01-09-16 04-08-16

6 HOT MIX PLANT@72+900RHS Apollo IN HOUSE 3 Month Availble in Records 18/01/2016 17/4/2016

FOR EPC CONTRACTOR REPRESENTATIVE

CALIBRATION PLAN FOR PLANT

FOR IE REPRESENTATIVE

164164

mailto:B/PLANT@70+000RHS

mailto:B/PLANT@70+000RHS


ANNEXURE - P

BORROW AREA

165165





GRAVEL

%

SAND

%

SILT &

CLAY

%

1 BRTPL/QC/SEC-1/B/A-01 30.11.13 1.12.13 38+715 RHS 1500 7.08 45.57 47.35 29.55 10.09 1.930 10.08 31.15 EMBENKMENT 9000

2A BRTPL/QC/SEC-1/B/A-2A 30.11.13 1.12.13 37+000 RHS 1800 10.87 43.08 46.05 25.83 11.37 1.950 10.25 18.70 EMBENKMENT 9000

2B BRTPL/QC/SEC-1/B/A-2B 30.11.13 2.12.13 37+000 RHS 2000 13.62 40.42 45.97 31.10 10.83 2.022 8.50 30.24 EMBENKMENT 9000

3 BRTPL/QC/SEC-1/B/A-3 4.12.13 9.12.13 35+200 LHS 500 12.76 41.15 46.10 31.65 11.38 2.077 7.91 25.40 14.88 EMB/SUB GRADE 22575


5 BRTPL/QC/SEC-1/B/A-5/06 11.12.1314.12.13 36+400 LHS 500 7.77 51.37 40.86 30.52 9.41 1.881 10.34 13.86 EMBENKMENT 18000


7 BRTPL/QC/SEC-1/B/A-7 15.12.1317.12.13 24+300 LHS 500 8.22 46.87 44.92 32.17 11.65 2.042 8.26 31.74 EMBENKMENT 9000

8 BRTPL/QC/SEC-1/B/A-8 15.12.1318.12.13 24+300 RHS 600 7.62 32.95 59.43 33.15 13.64 1.960 9.22 33.70 EMBENKMENT 9000


10 BRTPL/QC/SEC-1/B/A-10 17.12.1325.12.13 32+800 RHS 700 19.42 31.76 48.83 28.09 8.24 1.998 7.80 7.92 16.41 EMB/SUB GRADE 18090


12 BRTPL/QC/SEC-1/B/A-12 19.12.1323.12.13 27+200 LHS 500 9.43 47.75 42.82 22.87 NP 1.966 8.57 3.33 EMBENKMENT 9000



15 BRTPL/QC/SEC-1/B/A-15 24.12.1327.12.13 36+500 LHS 500 25.35 35.35 39.30 28.04 7.90 2.011 7.71 13.11 15.80 EMB/SUB GRADE 12000

16 BRTPL/QC/SEC-1/B/A-16 28.12.13 5.01.14 38+500 LHS 1500 13.08 30.68 56.25 31.25 12.30 1.936 9.23 11.53 EMBENKMENT 6000


18 BRTPL/QC/SEC-1/B/A-18 29.12.1310.01.14 43+00 LHS 1200 16.10 50.90 33.00 29.30 9.82 1.996 8.41 15.00 EMBENKMENT 12000

19 BRTPL/QC/SEC-1/B/A-19 5.01.14 13.01.14 27+300 LHS 1500 14.30 35.50 50.20 32.30 12.06 1.980 8.83 20.00 EMBENKMENT 15000


21 BRTPL/QC/SEC-1/B/A-21/22 16.01.1418.01.14 45+900 RHS 300 10.40 59.80 29.80 28.30 NP 1.933 9.80 5.50 _ EMBENKMENT 7875


3F1 BRTPL/QC/SEC-1/B/A-03/F1 04.01.14 7.01.14 35+200 LHS 500 8.66 47.68 43.66 31.17 11.49 2.099 7.63 16.34 16.76 EMB/SUB GRADE 30000 EXTENDED QTY.

SUITABLE FORAPP. QTY

(M3)REMARKSSIEVE ANALYSIS

LL

%

PI

%

MDD

gm/cc

OMC

%

FSI

%

CBR

%


SUMMARY OF BORROW AREA SOIL (SECTION-1)

B/A NO LAB JOB NO.

DATE OF

SAMPLIN

G

DATE OF

TESTING

LOCATIO

N

SIDE

OFFSET

FROM

PCL

(M)

LABORATORY TEST RESULTS

166166

GRAVEL

%

SAND

%

SILT &

CLAY

%



LL

%

PI

%

MDD

gm/cc

OMC

%

FSI

%

CBR

%


B/A NO LAB JOB NO.

DATE OF

SAMPLIN

G

DATE OF

TESTING

LOCATIO

N

SIDE

OFFSET

FROM

PCL

(M)


10F1 BRTPL/QC/SEC-1/B/A-10/F1 07.01.1414.01.14 32+800 RHS 700 26.00 30.24 43.72 30.32 9.77 2.042 8.13 13.13 15.10 EMB/SUB GRADE 20000 EXTENDED QTY.

13F1 BRTPL/QC/SEC-1/B/A-13/F1 22.01.1427.01.14 28+500 RHS 1500 17.22 41.22 41.56 27.98 7.85 1.931 8.60 15.76 15.03 EMB/SUB GRADE 30000 EXTENDED QTY.

23 BRTPL/QC/SEC-1/B/A-23/24 21.01.1428.01.14 41+500 LHS 1000.0 21.83 59.92 18.25 26.38 8.12 2.109 8.23 5.56 _ EMBENKMENT 9000

24 BRTPL/QC/SEC-1/B/A-24 27.1.14 31.1.14 42+200 RHS 3000.0 39.16 40.44 20.41 26.13 4.40 2.027 7.82 6.00 17.53 EMB/SUB GRADE 30375

25 BRTPL/QC/SEC-1/B/A-25 27.01.1411.02.14 45+900 RHS 800.0 12.30 60.37 27.33 24.45 2.31 1.894 9.07 1.67 EMBENKMENT 9030

26 BRTPL/QC/SEC-1/B/A-26 30.01.14 4.02.14 15+140 LHS 2000.0 22.90 60.51 16.59 25.31 4.00 2.036 8.13 3.50 19.94 EMB/SUB GRADE 15000

27 BRTPL/QC/SEC-1/B/A-27 4.02.14 5.02.14 45+200 RHS 1000.0 21.30 48.08 30.62 26.67 5.41 1.910 9.45 4.17 EMBENKMENT 9000

28 BRTPL/QC/SEC-1/B/A-28 7.02.14 8.02.14 45+600 RHS 2000.0 42.90 40.05 17.05 24.52 2.44 1.955 9.28 7.50 EMBENKMENT 9135

30 BRTPL/QC/SEC-1/B/A-30 13.02.1416.02.14 45+715 RHS 1500.0 24.02 40.00 36.33 26.58 6.63 2.002 8.67 10.83 EMBENKMENT 9000

14F1 BRTPL/QC/SEC-1/B/A-14/F1 30.01.14 2.02.14 38+700 RHS 600.0 24.31 36.43 39.26 27.42 7.28 1.982 8.38 15.00 15.18 EMB/SUB GRADE 15345 EXTENDED QTY.

31 BRTPL/QC/SEC-1/B/A-31 21.02.1425.02.14 50+900 LHS 500 50.3 31.95 17.75 26.58 5.45 2.094 8.4 10 19.6 EMB/SUB GRADE 6000


34 BRTPL/QC/SEC-1/B/A-34 1.03.14 04.03.14 45+715 RHS 1100 16.57 44.84 38.59 27.24 7.23 1.992 8.68 11 16.98 EMB/SUB GRADE 15300

35 BRTPL/QC/SEC-1/B/A-35 1.03.1403.03.11445+800 RHS 1500 18.27 43.67 38.06 27.02 7.2 1.994 8.6 11.5 17.34 EMB/SUB GRADE 15008

36 BRTPL/QC/SEC-1/B/A-36 4.03.14 6.03.14 36+100 LHS 1000 52.38 NOT USED


38 BRTPL/QC/SEC-1/B/A-38 11.03.1412.03.14 35+200 LHS 800 75 NOT USED


40 BRTPL/QC/SEC-1/B/A-40 20.03.14 27.03.14 35+200 LHS 18000 21.38 61.31 17.31 23.4 NP 2.012 8.01 2 16.3 EMB/SUB GRADE 15000

41 BRTPL/QC/SEC-1/B/A-41 21.03.14 25.03.14 15+140 LHS 700 19.92 65.32 14.77 24.5 NP 2.099 8.58 1.67 19.03 EMB/SUB GRADE 9000


43 BRTPL/QC/SEC-1/B/A-43 28.03.14 29.03.14 45+300 RHS 2000 20.53 39.73 39.74 29.05 8.76 2.12 8.13 23.33 19.25 EMB/SUB GRADE 9000


45 BRTPL/QC/SEC-1/B/A-45 01.04.14 03.04.14 45+250 RHS 2150 47.51 29.96 22.51 25.5 NP 2.15 7.58 8.33 18.66 EMB/SUB GRADE 9000


26F1 BRTPL/QC/SEC-1/B/A-26/F1 11.04.14 14.04.14 15+140 LHS 2000 23.18 61.08 15.73 24.47 NP 2.078 8.63 0 18.08 EMB/SUB GRADE 9000


48 BRTPL/QC/SEC-1/B/A-48 19.04.14 25.04.14 12+560 LHS 4000 39.7 45.3 15 25.22 6.95 2.098 7.70 8.06 18.80 EMB/SUB GRADE 9000

49 BRTPL/QC/SEC-1/B/A-49 19.04.14 24.04.14 0+000 RHS 2000 63.37 NOT USED


46 F1 BRTPL/QC/SEC-1/B/A-46/F1 24.04.14 26.04.14 38+500 RHS 1500 21.04 37.83 40.73 29.53 8.90 2.097 8.80 23.00 EMBENKMENT 15000

167167

GRAVEL

%

SAND

%

SILT &

CLAY

%



LL

%

PI

%

MDD

gm/cc

OMC

%

FSI

%

CBR

%


B/A NO LAB JOB NO.

DATE OF

SAMPLIN

G

DATE OF

TESTING

LOCATIO

N

SIDE

OFFSET

FROM

PCL

(M)







44F1 BRTPL/QC/SEC-1/B/A-44F1 2.05.14 9.05.14 12+500 LHS 4500 28.15 57.28 14.57 24.73 NP 2.067 7.63 0 18.35 EMB/SUB GRADE 9000







62 BRTPL/QC/SEC-1/B/A-62 2.06.14 3.06.14 44+800 RHS 500 60.71 NOT USED




66 BRTPL/QC/SEC-1/B/A-66 17.06.14 25.06.14 6+320 RHS 25.6 46.57 27.83 25.37 NP 2.135 8.08 2.5 19.82 EMB/SUB GRADE 9000

67 BRTPL/QC/SEC-1/B/A-67 17.06.14 25.06.14 6+320 RHS 5.63 83.65 10.72 23.42 NP 1.987 11.38 0 19.9 EMB/SUB GRADE 9000


60F1 BRTPL/QC/SEC-1/B/A-60F1 22.06.14 29.06.14 24+100 LHS 10.95 63.38 22.15 23.94 NP 2.08 8.85 5 19.53 EMB/SUB GRADE 18000

60F2 BRTPL/QC/SEC-1/B/A-60F2 8.07.14 15.07.14 24+100 LHS 11.9 67.72 20.38 23.99 NP 2.088 8.7 4.72 19.7 EMB/SUB GRADE 18000



31 F1 BRTPL/QC/SEC-1/B/A-31F1 30.07.14 07.07.14 50+900 LHS 40.75 41.87 17.38 27.53 7.17 2.101 8.4 9.85 0 EMB/SUB GRADE 9000

71 BRTPL/QC/SEC-1/B/A-71 21.08.14 30.08.14 27+365 RHS 15000 17.38 72.24 10.39 23.79 NP 2.156 7.95 0 19.8 EMB/SUB GRADE 30000




75 BRTPL/QC/SEC-1/B/A-75 10.10.14 16.10.14 28+700 RHS 14.67 54.2 30.53 30.47 10.25 2.15 8.32 19.24 16.02 EMB/SUB GRADE 9000

76 BRTPL/QC/SEC-1/B/A-76 16.10.14 22.10.14 27+300 RHS 26.38 48.58 25.03 26.07 3.23 2.17 6.83 10 18.67 EMB/SUB GRADE 9000

77 BRTPL/QC/SEC-1/B/A-77 18.10.14 26.10.14 15+140 LHS 29.93 58.1 7.27 24.26 NP 2.057 8.3 12 18.46 EMB/SUB GRADE 18000

168168

GRAVEL

%

SAND

%

SILT &

CLAY

%



LL

%

PI

%

MDD

gm/cc

OMC

%

FSI

%

CBR

%


B/A NO LAB JOB NO.

DATE OF

SAMPLIN

G

DATE OF

TESTING

LOCATIO

N

SIDE

OFFSET

FROM

PCL

(M)



79 BRTPL/QC/SEC-1/B/A-79 28.10.14 3.11.14 37+000 RHS 27 36.47 36.53 31.32 11.02 2.116 8.5 12.5 18.2 EMB/SUB GRADE 9000


70F1 BRTPL/QC/SEC-1/B/A-70 F1 24.11.14 30.11.14 35+000 RHS 13.45 61.3 25.25 24.1 NP 2.179 7.1 10.56 16.8 EMB/SUB GRADE 6000

73F1 BRTPL/QC/SEC-1/B/A-73 F1 21.11.14 29.11.14 33+700 LHS 17.13 41.83 41.04 34.1 12.68 2.107 8.45 34.38 15.5 EMB/SUB GRADE 6000

70F2 BRTPL/QC/SEC-1/B/A-70 F2 8.12.14 15.12.14 35+000 RHS 13.26 63.97 22.77 22.93 NP 2.178 7.08 10.55 17.83 EMB/SUB GRADE 9000

71F1 BRTPL/QC/SEC-1/B/A-71 F1 15.12.14 23.12.14 27+365 RHS 17.23 70.89 11.88 24.11 NP 2.153 7.98 0 19.07 EMB/SUB GRADE 15000

81 BRTPL/QC/SEC-1/B/A-81 27.11..14 3.12.14 1+000 LHS 34.77 52.58 12.65 24.71 NP 2.17 7.68 6.67 18.1 EMB/SUB GRADE 9000

82 BRTPL/QC/SEC-1/B/A-82 29.11.14 8.12.14 1+840 LHS 32.02 47.87 20.12 23.83 NP 2.01 9.17 8.33 9.2 EMBENKMENT 9000

83 BRTPL/QC/SEC-1/B/A-83 8.12.14 17.12.14 43+050 LHS 12.27 49.73 38 28.18 6.17 2.133 8.01 13.06 21.59 EMB/SUB GRADE 30000

84 BRTPL/QC/SEC-1/B/A-84 15.12.14 20.12.14 10+540 LHS 26.37 58.65 14.98 23.65 NP 2.106 7.61 3.33 26.9 EMB/SUB GRADE 9000




88 BRTPL/QC/SEC-1/B/A-88 16.12.14 23.12.14 37+000 LHS 18.62 47.03 34.35 30.39 10.21 2.102 8.04 18.33 16.93 EMB/SUB GRADE 9000

73F2 BRTPL/QC/SEC-1/B/A-73 F2 22.12.14 29.12.14 33+700 LHS 23.22 45.32 31.57 24.47 NP 2.146 8.28 11.67 21.27 EMB/SUB GRADE 9000

84F1 BRTPL/QC/SEC-1/B/A-84F1 27.12.14 3.01.15 10+520 LHS 25.77 59.7 14.53 23.4 NP 2.097 7.95 3.13 22.27 EMB/SUB GRADE 9000

71F2 BRTPL/QC/SEC-1/B/A-71 F2 29.12.14 5.01.15 27+365 RHS 18 68.88 13.1 23.66 NP 2.159 7.85 0 20.54 EMB/SUB GRADE 15000

89 BRTPL/QC/SEC-1/B/A-89 30.12.14 6.01.15 49+300 LHS 15000 23.05 49.71 27.24 25.21 8.44 2.102 8.48 14.17 9.15 EMBENKMENT 15000




93 BRTPL/QC/SEC-1/B/A-93







73 F3 BRTPL/QC/SEC-1/B/A-73F3 20..01.2015 31.01.2015 33+700 RHS 2000 26.9 33.51 39.59 28.73 8.44 2.156 8.35 21 19.64 EMB/SUB GRADE 15000

71 F3 BRTPL/QC/SEC-1/B/A-71F3 07.01.2015 17.01.2015 27+365 RHS 15000 17.47 66.09 16.44 23.82 NP 2.147 8.16 5 20.61 EMB/SUB GRADE 15000

Borrow Area Rejected

169169

GRAVEL

%

SAND

%

SILT &

CLAY

%



LL

%

PI

%

MDD

gm/cc

OMC

%

FSI

%

CBR

%


B/A NO LAB JOB NO.

DATE OF

SAMPLIN

G

DATE OF

TESTING

LOCATIO

N

SIDE

OFFSET

FROM

PCL

(M)








83F1 BRTPL/QC/SEC-1/B/A-83F1 7.02.2015 11.02.2015 43+050 LHS 1100 15.48 65.85 18.67 24.54 NP 2.144 8.43 6 EMBENKMENT 15000

85F1 BRTPL/QC/SEC-1/B/A-85F1 15.1.2015 11.02.2015 14+100 LHS 200 19.15 65.25 15.6 24.49 NP 2.149 9 0 19.57 EMB/SUB GRADE 9000


77 F1 BRTPL/QC/SEC-1/B/A-77F1 19.02.2015 27.02.2015 15+140 LHS 33.12 60.18 6.7 24.5 NP 2.09 7.72 0 18.5 EMB/SUB GRADE 9000

65 F1 BRTPL/QC/SEC-1/B/A-65F1 20.02.2015 28.02.2015 44+120 RHS 4000 32.6 45.5 21.9 30.9 9.2 2.182 7.22 20 19.4 EMB/SUB GRADE 9000

10 F2 BRTPL/QC/SEC-1/B/A-10F2 21.02.2015 28.02.2015 32+800 RHS 34.2 37.5 28.3 32.2 9.6 2.11 7.5 17.18 15.9 EMB/SUB GRADE 9000


107 BRTPL/QC/SEC-1/B/A-107 28.02.2015 11.03.2015 32+500 LHS 1000 5.47 51.17 43.37 29.47 7.75 2.12 8.73 19.54 17 EMB/SUB GRADE 9000



110 BRTPL/QC/SEC-1/B/A-110 25.03.2015 31.03.2015 3+195 RHS 4000 45.63 27.5 26.87 28 7.67 2.151 8.22 13.33 21.18 EMB/SUB GRADE 9000

83 F2 BRTPL/QC/SEC-1/B/A-83F2 17.03.2015 23.03.2015 43+050 LHS 1100 16.4 64.97 18.63 24.23 NP 2.142 8.45 8.33 0 EMBENKMENT 9000

99 F1 BRTPL/QC/SEC-1/B/A-99F1 19.03.2015 21.03.2015 15+250 LHS 2000 29.05 55.12 15.83 23.63 NP 2.152 8.53 3.33 20.07 EMB/SUB GRADE 9000


80 F1 BRTPL/QC/SEC-1/B/A-80F1 17.03.2015 23.03.2015 20+950 RHS 1500 37.17 50.57 12.26 23.33 NP 7.4 20.9 4.98 20.9 EMB/SUB GRADE 9000

105 F1 BRTPL/QC/SEC-1/B/A-105F1 17.03.2015 24.03.2015 0+000 RHS 3000 31.63 53.5 14.87 24.18 NP 2.107 9 8.33 19.97 EMB/SUB GRADE 9000


81 F1 BRTPL/QC/SEC-1/B/A-81F1 15.04.2015 22.04.2015 1+000 LHS 30.63 55.55 13.82 24.12 NP 2.165 7.77 3.13 19.52 EMB/SUB GRADE 9000

87 F1 BRTPL/QC/SEC-1/B/A-87F1 15.04.201528.04.2015 12+520 LHS

31.78 53.13 15.09 24.02 NP 2.151 7.58 1.67 19.67 EMB/SUB GRADE 9000

72 F1 BRTPL/QC/SEC-1/B/A-72F1 15.04.201521.04.2015 27+365 LHS

18.77 62.38 18.85 23.45 NP 2.092 8.7 8.24 19.17 EMB/SUB GRADE 9000

80 F1 BRTPL/QC/SEC-1/B/A-80F131.03.2015 7.04.2015 20+950 RHS

37.67 47.37 14.97 24.23 NP 2.162 8.1 3.33 19.78 EMB/SUB GRADE 9000

96 F1 BRTPL/QC/SEC-1/B/A-96F131.03.2015 6.04.2015 13+630 LHS

26.68 57.85 15.47 24.45 NP 2.152 8.1 0 20.42 EMB/SUB GRADE 9000


23.68 51.55 24.77 24.9 1.27 2.084 9.1 13.33 16.2 EMB/SUB GRADE 9000


33 54.32 12.68 23.13 NP 2.1 9 5 19.67 EMB/SUB GRADE 9000

170170

GRAVEL

%

SAND

%

SILT &

CLAY

%



LL

%

PI

%

MDD

gm/cc

OMC

%

FSI

%

CBR

%


B/A NO LAB JOB NO.

DATE OF

SAMPLIN

G

DATE OF

TESTING

LOCATIO

N

SIDE

OFFSET

FROM

PCL

(M)



35.05 52.85 12.1 23.07 NP 2.12 8.08 0 21.17 EMB/SUB GRADE 9000


31.16 54.82 14.02 23.88 NP 2.093 8.83 3 19.69 EMB/SUB GRADE 15000

112 BRTPL/QC/SEC-1/B/A-112 12.05.2015 13.05.2015 19+000RHS

31.45 54.25 13.97 23.43 NP 2.125 8.3 3.33 20.57 EMB/SUB GRADE 9000

106 F2 BRTPL/QC/SEC-1/B/A-106F2 29.04.2015 9.05.2015 47+040RHS

24.47 52.83 22.7 24.15 NP 2.081 8.5 9.17 19.33 EMB/SUB GRADE 9000


21.72 51.3 26.98 30.33 10.96 2.151 8.3 20.83 18.83 EMB/SUB GRADE 9000


31.63 55.47 12.9 23.43 NP 2.121 8.1 0 19.13 EMB/SUB GRADE 9000


3.7 89.05 7.25 23.44 NP 1.967 9.75 0 20.6 EMB/SUB GRADE 9000


27.96 55.75 16.29 23.84 NP 2.128 8.42 3.5 19.08 EMB/SUB GRADE 15000


24.8 53.53 21.67 23.66 NP 2.072 8.67 9.18 19.7 EMB/SUB GRADE 9000


25.32 57.35 17.33 24.02 NP 2.096 8.6 5 19.62 EMB/SUB GRADE 9000

52 F2 BRTPL/QC/SEC-1/B/A-52F2 22.06.15 24.06.15 19+940LHS

28.72 54.67 16.61 23.75 NP 2.131 8.44 3.5 19.74 EMB/SUB GRADE 15000


25.83 60.85 13.32 23.62 NP 2.101 8.43 5.83 19.27 EMB/SUB GRADE 9000

103 F1 BRTPL/QC/SEC-1/B/A-103F1 10.06.15 16.06.15 0+000LHS

30.2 55.87 13.93 23.45 NP 2.174 8.28 0 20.43 EMB/SUB GRADE 9000


27.6 56.87 15.53 24.28 NP 2.115 8.4 3.33 19.25 EMB/SUB GRADE 9000

113 BRTPL/QC/SEC-1/B/A-113 26.06.15 1.07.15 12+560LHS

15.35 68.55 16.1 24.03 NP 2.105 8.58 0 19.35 EMB/SUB GRADE 9000

112F1 BRTPL/QC/SEC-1/B/A-112 F1 27.06.15 1.07.15 19+000RHS

32.57 53.18 14.25 23.8 NP 2.129 8.33 2.5 20.33 EMB/SUB GRADE 9000

74F3 BRTPL/QC/SEC-1/B/A-74 F3 8.07.15 10.07.15 46+000 RHS 27.63 54.71 17.66 24.32 NP 2.124 8.6 6 19.14 EMB/SUB GRADE 15000

77F2 BRTPL/QC/SEC-1/B/A-77 F2 30.06.15 1.07.15 15+140 LHS 31.82 66.05 6.87 23.77 NP 2.079 8.42 0 18.67 EMB/SUB GRADE 9000



75F2 BRTPL/QC/SEC-1/B/A-75 F2 7.08.15 13.08.15 28+700 RHS 23.07 49.62 27.32 29.93 9.68 2.14 8.25 17.5 18.67 EMB/SUB GRADE 9000



113 F1 BRTPL/QC/SEC-1/B/A-113 F1 28.08.15 05.09.15 12+560LHS

16.37 67.33 16.30 24.18 NP 2.113 8.27 1.67 20.3 EMB/SUB GRADE 9000



74F4 BRTPL/QC/SEC-1/B/A-74 F4 11.09.15 17.09.15 46+000 RHS 27.63 54.71 17.66 24.37 NP2.112 8.51

5.00 18.88 EMB/SUB GRADE 15000

107 F1 BRTPL/QC/SEC-1/B/A-107 F1 11.09.15 20.09.15 32+500 LHS 6.95 50.74 42.32 29.85 8.44 2.019 10.15 19.93 17.02 EMB/SUB GRADE 9000

110 F1 BRTPL/QC/SEC-1/B/A-110 F1 11.09.15 19.09.15 3+195 RHS 43.5 30.5 26 28.5 7.67 2.142 8.07 13.33 20.18 EMB/SUB GRADE 9000

171171

GRAVEL

%

SAND

%

SILT &

CLAY

%



LL

%

PI

%

MDD

gm/cc

OMC

%

FSI

%

CBR

%


B/A NO LAB JOB NO.

DATE OF

SAMPLIN

G

DATE OF

TESTING

LOCATIO

N

SIDE

OFFSET

FROM

PCL

(M)


110 F2 BRTPL/QC/SEC-1/B/A-110 F2 29.09.15 10.10.15 3+195 RHS 16.63 67.28 26 24.28 NP 2.118 8.33 1.5 19.17 EMB/SUB GRADE 9000

106 F3 BRTPL/QC/SEC-1/B/A-106 F5 7.10.15 13.10.15 47+040 RHS 31.16 54.82 14.02 24.2 NP 2.12 8.64 1 19.92 EMB/SUB GRADE 15000

113 F2 BRTPL/QC/SEC-1/B/A-113 F2 7.10.15 15.10.15 12+500 LHS 19.79 64.42 15.79 24.34 NP 2.099 8.48 0 19.8 EMB/SUB GRADE 24000


115 BRTPL/QC/SEC-1/B/A-115 14.10.15 19.10.15 44+140 LHS 26.89 49.15 23.96 23.38 8.39 1.98 8.9 15.7 15.38 EMB/SUB GRADE 12000


52 F4 BRTPL/QC/SEC-1/B/A-52 F4 24.11.15 30.11.15 19+940 LHS 30.09 54.99 14.59 24 NP 2.12 8.22 0 19.57 EMB/SUB GRADE 9000

100 F2 BRTPL/QC/SEC-1/B/A-100 F2 24.11.15 25.11.15 15+220 LHS 26.75 56.63 16.62 24.06 NP 2.1 8.2 1.7 19.6 EMB/SUB GRADE 15000

110 F3 BRTPL/QC/SEC-1/B/A-110 F3 16.11.15 17.11.15 3+195 RHS 19.53 64.73 15.72 23.98 NP 2.125 7.7 0 19.51 EMB/SUB GRADE 6000



110 F4 BRTPL/QC/SEC-1/B/A-110 F4 18.12.15 24.12.15 3+195 RHS 11.7 71.62 16.7 24.33 NP 2.1 8.7 0.83 19.8 EMB/SUB GRADE 9000

116 F1 BRTPL/QC/SEC-1/B/A-116 F1 25.12.15 1.1.16 15+140 LHS 13.37 64.53 22.1 24.72 NP 2.075 8.7 2.8 19.18 EMB/SUB GRADE 15000


117 F2 BRTPL/QC/SEC-1/B/A-117 F2 25.12.15 6.01.16 19+700 LHS 13.6 63.4 23 25.8 NP 2.072 8.6 2.05 19.79 EMB/SUB GRADE 30000

110 F5 BRTPL/QC/SEC-1/B/A-110 F5 9.01.16 16.01.16 3+195 RHS 29.97 53.85 16.18 24.36 NP 2.075 8.4 3.8 19.51 EMB/SUB GRADE 18000

115 f2 BRTPL/QC/SEC-1/B/A-115 F2 6.01.16 13.01.16 44+140 LHS 30.38 47.31 22.31 29.02 9.02 1.995 9.16 13.5 15.6 EMB/SUB GRADE 14850

172172





GRAVEL SAND SILT &

CLAY

1 BRTPL/QC/SEC-2/B/A-01/1-12 13.10.13 21.10.13 56+400 RHS 1500 51.16 38.48 12.70 23.52 NP 1.878 10.33 10.18 10.25 EMB 18000

2 BRTPL/QC/SEC-2/B/A-02/13-28 15.10.13 27.10.13 76+000 LHS 200 50.55 35.40 14.05 29.20 9.24 1.933 10.08 10.33 14.33 EMB/SUB GRADE 23625

3 BRTPL/QC/SEC-2/B/A-03/29-46 20.10.13 3.11.13 52+820 RHS 2700 25.61 50.99 23.40 26.82 8.21 2.060 8.70 6.40 17.86 EMB/SUB GRADE 27000

4 BRTPL/QC/SEC-2/B/A-04/47-58 28.10.13 9.11.13 75+250 LHS 150 34.13 48.14 17.73 26.28 NP 2.065 8.46 0.00 17.63 EMB/SUB GRADE 18000

5 BRTPL/QC/SEC-2/B/A-05/59-64 1.11.13 13.11.13 71.700 LHS 200 35.95 45.40 18.65 27.05 8.22 2.027 10.65 6.71 15.67 EMB/SUB GRADE 9000


7 BRTPL/QC/SEC-2/B/A-07/77-82 19.11.13 25.11.13 75+000 RHS 2000 26.42 54.47 19.12 25.87 NP 1.998 8.58 0.00 15.56 EMB/SUB GRADE 9000








15 BRTPL/QC/SEC-2/B/A-15/133-138 10.12.13 18.12.13 82+760 RHS 800 10.15 50.40 39.35 32.63 12.43 1.899 10.42 23.82 EMB 8967

16 BRTPL/QC/SEC-2/B/A-16/139-144 10.12.13 19.12.13 83+900 LHS 200 8.98 50.20 40.82 33.20 12.32 1.963 10.90 15.43 EMB 8967

17 BRTPL/QC/SEC-2/B/A-17/145-154 REJECT

18 BRTPL/QC/SEC-2/B/A-18/155-160 13.12.13 17.12.13 69+450 RHS 150 24.08 56.37 19.55 24.31 NP 1.940 10.23 0.00 EMB 8921 .

MDD

(gm/cc)

OMC

( % )

FSI

( %)CBR %


SUMMARY OF BORROW AREA SOIL (SECTION - 2)

B/A

NOLAB JOB NO.

DATE OF

SAMPLING

DATE OF

TESTING LOCATION SIDE

OFFSET

FROM

PCL (Mtr)


SUITABLE FORAPPX QTY

(M3)REMARKS

GSA

LL PI

173173

GRAVEL SAND SILT &

CLAY

MDD

(gm/cc)

OMC

( % )

FSI

( %)CBR %


B/A

NOLAB JOB NO.

DATE OF

SAMPLING

DATE OF


OFFSET

FROM

PCL (Mtr)



(M3)REMARKS

GSA

LL PI

19 BRTPL/QC/SEC-2/B/A-19/161-166 22.12.13 23.12.13 69+800 RHS 250 26.23 46.22 27.55 24.00 NP 2.011 9.18 0.00 EMB 9000


21 BRTPL/QC/SEC-2/B/A-21/179-184 29.12.13 30.12.13 76+440 LHS 500 36.72 47.03 16.25 21.75 NP 2.040 10.23 0.00 EMB 8910



EXTEND

BORROW

AREA NO. 8
















38A BRTPL/QC/SEC-2/B/A-38A/297-302 07.02.14 11.02.14 65+150 LHS 1200 40.70 45.37 13.93 28.23 8.20 2.086 8.18 17.05 17.50 EMB/SUB GRADE 9000

38B BRTPL/QC/SEC-2/B/A-38B/303-308 09.02.14 14.02.14 65+150 LHS 1200 26.77 49.92 23.32 31.88 10.83 2.075 8.31 13.77 18.47 EMB/SUB GRADE 9000


174174

GRAVEL SAND SILT &

CLAY

MDD

(gm/cc)

OMC

( % )

FSI

( %)CBR %


B/A

NOLAB JOB NO.

DATE OF

SAMPLING

DATE OF


OFFSET

FROM

PCL (Mtr)



(M3)REMARKS

GSA

LL PI


EXTEND -1

BORROW

AREA NO. 31




EXTEND -1

BORROW

AREA NO. 9

31 BRTPL/QC/SEC-2/B/A-31/343- 354 26.2.14 5.03.14 77+600 LHS 1000 18.45 63.19 28.36 26.21 7.94 2.041 9.03 8.08 16.31 EMB/SUB GRADE 18000 EXTEND -2


43 BRTPL/QC/SEC-2/B/A-43/361-366 >50% REJECT





12 BRTPL/QC/SEC-2/B/A-12/401-410 6.3.14 14.03.14 61+000 RHS 600 18.31 64.75 16.94 25.48 6.80 2.072 8.81 5.51 17.30 EMB/SUB GRADE 15000Extension-1

B/A-12

47 BRTPL/QC/SEC-2/B/A-47/411-418 9.03.14 19.03.14 65+150 LHS 6200 19.55 47.24 33.21 30.44 11.33 2.035 9.64 17.53 10.96 EMB 12000

15 BRTPL/QC/SEC-2/B/A-15/419-424 16.03.14 20.03.14 82+760 RHS 800 10.50 43.68 45.82 32.02 12.15 1.993 10.44 22.29 EMB 9000Extension-1

B/A-15

31 BRTPL/QC/SEC-2/B/A-31/425-440 16.03.14 26.03.14 77+600 LHS 1000 26.78 51.99 21.13 25.48 2.84 2.045 8.47 3.06 16.28 EMB/SUB GRADE 23940Extension-3

B/A-31

48 BRTPL/QC/SEC-2/B/A-48/441-450 23.03.14 29.03.14 78+900 LHS 2100 32.15 39.77 28.08 27.26 5.75 2.029 8.20 5.51 10.60 EMB 14910


B/A-45

49 BRTPL/QC/SEC-2/B/A-49/461-468 02.04.14 4.04.14 80+500 LHS 700 REJECT


51 BRTPL/QC/SEC-2/B/A-51/475 - 480 06.04.14 9.04.14 83+705 RHS 3500 REJECT

52 BRTPL/QC/SEC-2/B/A-52/481 - 486 8.04.14 16.04.14 81.+300 LHS 3000 0.60 69.37 30.03 26.93 9.38 2.060 9.60 11.91 11.08 EMB 9000

175175

GRAVEL SAND SILT &

CLAY

MDD

(gm/cc)

OMC

( % )

FSI

( %)CBR %


B/A

NOLAB JOB NO.

DATE OF

SAMPLING

DATE OF


OFFSET

FROM

PCL (Mtr)



(M3)REMARKS

GSA

LL PI

53 BRTPL/QC/SEC-2/B/A-53/487 - 492 9.04.14 17.04.14 84+500 RHS 3500 2.68 64.32 33.00 26.50 8.82 2.075 9.38 12.14 11.25 EMB 9000

54 BRTPL/QC/SEC-2/B/A-54/493 - 498 20.04.14 22.04.14 68+500 LHS 2000 5.22 39.70 55.72 44.02 23.96 1.945 11.70 41.46 EMB 9000

55 BRTPL/QC/SEC-2/B/A-55/499 - 504 20.04.14 30.04.14 69+500 RHS 3000 14.30 61.92 23.78 24.52 7.12 2.111 9.56 12.14 20.17 EMB/SUB GRADE 9000

31 BRTPL/QC/SEC-2/B/A-31/505 - 516 22.04.14 29.4.14 77+600 LHS 1000 32.94 44.08 22.98 25.39 7.62 2.060 8.78 11.31 17.83 EMB/SUB GRADE 18000 Ext.4

56 BRTPL/QC/SEC-2/B/A-56/517 - 522 01.05.14 07.05.14 82+700 RHS 1100 57.00 REJECT

57 BRTPL/QC/SEC-2/B/A-57/523 - 528 06.05.14 11.05.14 69+900 LHS 6500 22.95 49.05 28.00 24.62 7.50 2.100 9.57 11.79 21.33 EMB/SUB GRADE 9000

58 BRTPL/QC/SEC-2/B/A-58/529- 534 08.05.14 08.05.14 85+800 RHS 2000 61.56 REJECT

59 BRTPL/QC/SEC-2/B/A-59/535- 540 10.05.14 16.05.14 62+450 LHS 1200 1.00 50.10 48.90 27.98 11.02 2.010 9.70 10.86 10.90 EMB 9000

60 BRTPL/QC/SEC-2/B/A-60/541- 546 15.05.14 21.05.14 81+400 RHS 2000 0.42 46.13 53.45 33.02 12.99 1.980 9.47 22.67 11.00 EMB 8850

53 BRTPL/QC/SEC-2/B/A-53/547- 558 20.05.14 21.05.14 84+500 RHS 3500 5.22 59.46 35.32 26.45 9.67 2.052 9.50 13.26 11.25 EMB 17775 Ext.1

62 BRTPL/QC/SEC-2/B/A62/565- 570 23.05.14 29.05.14 84+500 LHS 4500 29.72 59.13 11.15 25.48 6.30 2.084 7.91 10.40 20.33 EMB/SUB GRADE 9000

63 BRTPL/QC/SEC-2/B/A63/571- 576 24.05.14 25.05.14 85+070 RHS 1000 63.74 REJECT

59 BRTPL/QC/SEC-2/B/A59/577- 586 02.06.14 10.06.14 62+450 LHS 1200 28.13 42.44 29.43 23.38 9.10 2.052 9.24 10.86 11.38 EMB 14940Extension-1

B/A-59



64 BRTPL/QC/SEC-2/B/A64/599- 618 13.06.14 19.06.14 75+960 LHS 600 40.13 41.93 17.94 23.75 7.30 2.140 8.50 5.19 21.25 EMB/SUB GRADE 29970Extension-1

B/A-64

53 BRTPL/QC/SEC-2/B/A-53/619 -638 14.06.14 23.06.14 84+500 RHS 3500 2.90 59.05 38.05 27.36 6.38 2.048 9.48 11.21 11.23 EMB 29925Extension-2

B/A-53

12 BRTPL/QC/SEC-2/B/A-12/639 -652 17.06.14 25.06.14 61+000 RHS 1000 21.48 57.92 20.60 26.56 6.35 2.051 8.96 12.39 16.18 EMB/SUB GRADE 21000Extension-2

B/A-12

57 BRTPL/QC/SEC-2/B/A-57/653 -664 24.06.14 04.07.14 69+900 LHS 6500 12.38 64.36 23.26 24.67 7.29 2.097 9.30 11.15 18.71 EMB/SUB GRADE 17894Extension-1

B/A-57

66 BRTPL/QC/SEC-2/B/A-66/665 -670 28.06.14 05.07.14 78+900 LHS 700 29.18 63.94 6.88 20.20 NP 1.976 7.65 0.00 21.67 EMB/SUB GRADE 8967


B/A-64

23 BRTPL/QC/SEC-2/B/A-23/691 -706 05.07.14 12.07.14 56+400 RHS 1500 26.99 55.94 17.07 26.26 5.77 2.001 9.81 11.52 15.63 EMB/SUB GRADE 23970Extension-1

B/A-23

67 BRTPL/QC/SEC-2/B/A-67/707 -718 08.07.14 14.07.14 73+825 RHS 600 41.33 45.85 12.82 22.59 1.03 2.056 8.30 1.68 15.71 EMB/SUB GRADE 18000

176176

GRAVEL SAND SILT &

CLAY

MDD

(gm/cc)

OMC

( % )

FSI

( %)CBR %


B/A

NOLAB JOB NO.

DATE OF

SAMPLING

DATE OF


OFFSET

FROM

PCL (Mtr)



(M3)REMARKS

GSA

LL PI

13 BRTPL/QC/SEC-2/B/A-13/719 -730 11.07.14 18.07.14 69+900 LHS 5000 37.38 42.08 20.54 22.84 NP 2.093 9.54 0.00 19.12 EMB/SUB GRADE 17982Extension-1

B/A-13


B/A-06


B/A-06


B/A-64


B/A-6

72 BRTPL/QC/SEC-2/B/A-72/787-794 24.09.14 30.09.14 46+000 RHS 300 14.45 62 23.55 24.01 6.54 2.034 9.61 10.93 10.93 EMB 11993

64 BRTPL/QC/SEC-2/B/A-64/795-808 5.10.14 13.10.14 75+960 LHS 600 41.29 41.72 16.98 24.79 6.86 2.14 8.52 11.51 19.93 EMB/SUB GRADE 20981 Extension-4

B/A-64


22 BRTPL/QC/SEC-2/B/A-22/817-824 22.10.14 28.10.14 59+220 LHS 500 21 63.65 15.35 24.02 NP 2.012 10.29 0.00 10.5 EMB 11987 Extension-1

B/A-22


B/A-20

8 BRTPL/QC/SEC-2/B/A-08/835-8850 06.11.14 12.11.14 72+900 RHS 300 18.28 64.27 17.45 23.03 3 2.08 9.64 11.82 16.63 EMB/SUB GRADE 23940 Extension-2

B/A-8


B/A-69

12 BRTPL/QC/SEC-2/B/A-12/863-874 15.11.14 22.11.14 61+000 RHS 900 23.63 51.29 25.08 26.35 6.33 2.049 9.51 15.93 14.96 EMB/SUB GRADE 17952 Extension-3

B/A-12


B/A-64

5 BRTPL/QC/SEC-2/B/A-5/885-900 05.12.14 12.12.14 71+700 LHS 200 34.36 48.29 17.36 24.83 4.27 2.05 8.73 7.42 22 EMB/SUB GRADE 23985 Extension-

1B/A-5

12 BRTPL/QC/SEC-2/B/A-12/901-912 9.12.14 15.12.14 61+000 RHS 900 22.88 51.11 19.01 24.94 8.00 2.038 9.48 8.63 15 EMB/SUB GRADE 17850 Extension-4

B/A-12


B/A-69

70 BRTPL/QC/SEC-2/B/A-70/927-938 10.12.14 17.12.14 69+900 RHS 350 26.9 50.96 22.14 25.17 4.68 2.102 8.48 7.68 18 EMB/SUB GRADE 17955

71 BRTPL/QC/SEC-2/B/A-71/939-944 11.12.14 18.12.14 69+500 RHS 3000 0 91.62 8.38 19.68 NP 2.071 9.38 0 RE WALL FILLING 8939


23 BRTPL/QC/SEC-2/B/A-23/951-962 26.12.14 3.01.15 56+400 RHS 1500 32.91 50.22 16.87 23.65 2.81 2.056 9.4 4.85 16.25 EMB/SUB GRADE 17958 Extension-2 B/A-23

73 BRTPL/QC/SEC-2/B/A-73/963-968 27.12.14 01.01.15 84+500 RHS 4000 2.42 53.47 44.12 30.05 10.02 2.042 10.44 11.98 10.67 EMB 8950

20 BRTPL/QC/SEC-2/B/A-20/969-980 31.12.14 7.01.15 54+320 LHS 2100 29.22 55.33 15.45 23.93 2.96 2.005 9.36 4.69 19.03 EMB/SUB GRADE 17952 Extension-2 B/A-20


177177

GRAVEL SAND SILT &

CLAY

MDD

(gm/cc)

OMC

( % )

FSI

( %)CBR %


B/A

NOLAB JOB NO.

DATE OF

SAMPLING

DATE OF


OFFSET

FROM

PCL (Mtr)



(M3)REMARKS

GSA

LL PI

71 BRTPL/QC/SEC-2/B/A-71/995-1010 6.01.15 12.01.15 69+500 RHS 3000 0.73 90.81 8.47 20.24 NP 2.047 9.64 0 RE WALL FILLING 23994 Extension-1 B/A-71

69 BRTPL/QC/SEC-2/B/A-69/1011-1022 7.01.15 15.01.15 78+900 LHS 2000 42.92 39.57 17.51 24.01 3.47 2.121 8.8 5.59 20.67 EMB/SUB GRADE 17982 Extension-3 B/A-69

10 BRTPL/QC/SEC-2/B/A-10/1023-1036 13.01.15 21.01.15 80+500 RHS 800 39.08 51.91 9.01 21.29 NP 2.114 8.34 0 18.57 EMB/SUB GRADE 20975 Extension-1 B/A-10


BC1 BRTPL/QC/SEC-2/BC1/31-44 6.1.15 14.01.15 45+000 RHS 6000 6.78 85.19 8.03 17.79 NP 2.16 9.25 0 RE WALL FILLING 12000

70 BRTPL/QC/SEC-2/BA-70/1051-1066 25.01.15 02.02.15 69+900 RHS 350 31.31 48.37 20.32 23.89 3.87 2.115 8.46 6.41 20.06 EMB/SUB GRADE 23940 Extension-2 B/A-70

74 BRTPL/QC/SEC-2/BA-74/1067-1072 30.01.15 04.02.15 52+840 RHS 6000 32.57 47.3 20.13 25.02 4.86 2.117 9.38 8.82 11.8 EMB 8939



20 BRTPL/QC/SEC-2/BA-74/1085-1096 12.02.15 18.02.15 54+320 LHS 2100 31.4 52.77 15.83 23.18 2.35 2.029 9.03 3.74 18.5 EMB/SUB GRADE 17955 Extension-3 B/A-20



71 BRTPL/QC/SEC-2/BA-71/1125-1134 26.02.15 27.02.15 69+500 RHS 3000 0 91.55 8.45 19.91 NP 2.03 9.75 0 RE WALL FILLING 14949 Extension-2B/A-71


77 BRTPL/QC/SEC-2/BA-77/1147-1152 4.03.15 9.03.15 52+840 LHS 10000 42.23 44.65 13.25 24.45 4.6 2.141 7.75 7.81 24 EMB/SUB GRADE 8978





73 BRTPL/QC/SEC-2/BA-73/1189-1198 28.03.15 05.04.15 84+500 RHS 4000 2.69 54.43 42.88 30.04 10.05 2.033 10.54 12.05 10.58 EMB 14985 Extension-1 B/A-73

78 BRTPL/QC/SEC-2/BA-78/1199-1206 8.04.15 13.04.15 68+300 RHS 1500 17.25 68.05 14.7 18.68 NP 2.124 9.11 0 24 EMB/SUB GRADE 11970

10 BRTPL/QC/SEC-2/BA-10/1207-1218 11.04.15 17.04.15 80+500 RHS 800 41.67 49.45 8.88 20.66 NP 2.11 8.33 0 18.46 EMB/SUB GRADE 17982 Extension-2 B/A-10



178178

GRAVEL SAND SILT &

CLAY

MDD

(gm/cc)

OMC

( % )

FSI

( %)CBR %


B/A

NOLAB JOB NO.

DATE OF

SAMPLING

DATE OF


OFFSET

FROM

PCL (Mtr)



(M3)REMARKS

GSA

LL PI



80 BRTPL/QC/SEC-2/BA-80/1259-1264 19.05.15 21.05.15 57+600 LHS 3000 18.16 78.47 3.37 18.47 NP 2.095 9.73 0 9000 RE WALL BACKFILL


10 BRTPL/QC/SEC-2/BA-10/1277-1288 03.06.15 09.06.15 80+500 RHS 800 42.83 48.72 8.45 19.89 NP 2.115 8.28 0 19.25 EMB/SUB GRADE 17955 Extension-3 B/A-10

80 BRTPL/QC/SEC-2/BA-80/1289-1298 05.06.15 11.06.15 57+600 LHS 3000 22.66 74.11 3.23 18.36 NP 2.078 9.33 0 RE WALL FILLING 14940 Extension-1 B/A-80


78 BRTPL/QC/SEC-2/BA-78/1311-1320 24.06.15 30.06.15 68.3 RHS 1500 19.67 65.46 14.87 18.64 NP 2.11 9.05 0 22.65 EMB/SUB GRADE 14940 Extension-1 B/A-78


80 BRTPL/QC/SEC-2/BA-80/1331-1342 08.07.15 14.07.15 57+600 LHS 3000 22.72 73.46 3.82 18.62 NP 2.081 9.25 0 RE WALL FILLING 17940 Extension-2 B/A-80

81 BRTPL/QC/SEC-2/BA-81/1343-1348 24.07.15 30.07.15 77+600 LHS 4000 41.35 41.2 17.45 23.42 2.01 2.105 8.6 3.66 21.17 EMB/SUB GRADE 8939

82 BRTPL/QC/SEC-2/BA-82/1349-1354 06.08.15 11.08.15 44+000 LHS 800 20.85 60.65 18.5 22.77 2.02 2.019 9.93 3.56 EMB 8993



81 BRTPL/QC/SEC-2/BA-81 /1379-1390 7.09.15 13.09.15 77+600 LHS 4000 40.53 43.84 15.63 23.12 2.03 2.1 8.71 3.36 19.08 EMB/SUB GRADE 17958 Extension-1B/A-81

20 BRTPL/QC/SEC-2/BA-20/1391 -1400 26.9.15 2.10.15 54+320 LHS 2100 27.75 55.25 17 23.32 2.16 2.026 9.08 3.36 17.45 EMB/SUB GRADE 14985 Extension-07 B/A-20

81 BRTPL/QC/SEC-2/BA-81/1401 -1410 27.10.15 04.11.15 77+600 LHS 4000 38.74 45.45 15.81 22.86 1.86 2.107 8.68 3.38 19.35 EMB/SUB GRADE 14949 Extension-02B/A-81


BRTPL/QC/SEC-2/STONE DUST-/45-54 2.11.15 03.11.15 SIMORI LHS 7000 0.9 90.41 8.59 19.45 NP 2.114 8.49 0 14976 RE WALL BACKFILL



179179


ANNEXURE - Q

PROGRESS PHOTOGRAPHS

180180


Completed view of Major Junction @ Ch. 70+022 LHS 181181


Completed view of Project highway @ Ch. 66+700

182182


Completed view of Project Highway at Karoi Bypass @ Ch. 68+000

183183


Completed view of Minor Bridge @ Ch. 61+015

184184


Erection of Composite Girder at ROB @ Ch. 20+340

185185



186186



187187



188188


Transporting of Composite Girder for erection at ROB @ Ch.

20+340


20+340 189189



20+340

190190


Completed view of Project Highway @ Ch. 62+000

191191


Environmental Audit

192192

Documents

MONTHLY PROGRESS REPORT No. 28 January-16nhai.org.in/spw/ConcessionaireDetails/MPR-Jan_2016_NHAI.pdfFST Final Setting Time GFC Good for Construction BHILWARA - RAJSAMAND TOLLWAY PRIVATE