MONTHLY PROGRESS REPORT NO. -48 -2014nhai.org.in/spw/ConcessionaireDetails/Concessionaire...Progress Report No. – 48 (August, 2014) Gammon India Limited Monthly Progress Report –

NATIONAL HIGHWAYS AUTHORITY OF INDIA(MINISTRY OF SHIPPING, ROAD TRANSPORT & HIGHWAYS)

DEPARTMENT OF ROAD TRANSPORT & HIGHWAYS

Four-laning of existing 2-lane Carriageway of NH-77 from Hajipur toMuzaffarpur including Muzaffarpur Bypass in the State of BiharKm 0+000 to km 46+300 and bypass km 0+000 to km 16+700

MONTHLY PROGRESS REPORT NO. - 48

(August-2014)

Gammon (I) Ltd.

Progress Report No. – 48 (August, 2014)

Gammon India Limited

Monthly Progress Report – August, 20141

Chapter No. Description Page No.

1. Location Map 2

2. Executive Summary 3

3. Project Data 5

4. Pre-Construction Activities 8

5. Progress 11

6. Expenditure 17

7. Quality Assurance and Quality Control 18

8. Construction Constraints 19

9. Appendices 20

(i) Project Staffing Gammon

(ii) Contractor’s Equipment & Machinery

(iii) Laboratory & Field Tests

(iv) Minutes of Meeting.

10. Progress Photographs 21




CHAPTER 1 Location Map




CHAPTER 2 EXECUTIVE SUMMARYThe Project of Up Gradation of Hajipur - Muzaffarpur Section of the Existing NH – 77 to FourLane Dual Carriageway Configuration starting From km 0.000 (Ramashish Chowk) to km46.300 and Construction of 16.870 km new Bypass starting at km 46.300 and connecting NH –28 of East – West Corridor at km 515.045 in the state of Bihar on BOT (Annuity) Basis UnderNHDP Phase III. Detailed Project Report was submitted by M/s S.A.Infra Limited. Bidding wasdone on National Competitive Bidding by National Highways Authority of India (NHAI) and M/sGammon Infrastructure Projects Ltd. (M/s GIPL) has been awarded the works and PatnaHighway Projects Ltd (PHPL) was formed as a Special Purpose Vehicle (S.P.V) company byGIPL for specific purpose of implementing this Project and now PHPL is the Concessionaire.Gammon India Ltd (GIL) is engaged as the EPC Contractor by PHPL. M/s I.C.T. Pvt. Ltd, NewDelhi has been awarded the Independent Consultancy services for this ConcessionAgreement by NHAI. Further for Drawing & Design, the EPC Contractor (GIL) has engaged M/sSheladia Associates and Concessionaire have its own team for supervision. This monthlyProgress Report is submitted by the S.P.V. for the Contract Package NH-77 and presents thestatus of activities as on end of the Month.

The Hajipur-Mazaffarpur section of NH-77 of 46.3Km is an important link connecting Southand North Bihar. The project stretch covering the total length of 63.17 Km includingMuzaffarpur bypass of 16.87 Km of the Project Highway connects NH-28 on East-WestCorridor. This project stretch once four laned improves the connectivity and augments thetraffic in the state of Bihar. The Concession period is 15 years from the appointed datewhich exclude the development period of 6 months. Construction Period is 30 months outof 15 years of the Concession. The scheduled Completion Date for four laning is 6th

February 2013. The Design phase of six months is being continued as the design review is going on and

most of the design reviews are completed and the designs and drawings are beingapproved by Railways as and when required. The proof checking for ROB I, ROB II &ROBIII are complete.

The project progress is greatly affected due to delay in Handing over of site by theAuthority to the Concessionaire and major delays are due to non-availability of land,clearing of structures, non-payment to the land & building owners. In Vaishali District outof 3495 (expected) cheques, 3523 cheques prepared and 3454 cheques have beenissued to the land owners and in Muzaffarpur District out of 3101 cheques 2417 chequesprepared and 2029 cheques have been issued to the land owners. The valuation ofstructures and payment of cheques to the buildings is another process which is inprogress. Total number of cheques prepared for structures are 5079, already issued 4668and balance 411 still to be issued.

Though the cheques are issued to the land owners, they are not parting with the land bysaying that the compensation is not enough and payment for the structures is not made.Further in spite of these cheques are issued, the Concessionaire is not able to get the fullwidth land for construction of the at least one carriageway for full width.

Encroachments are being cleared and it requires help from Police and local PeopleRepresentatives. Out of 56 religious structures 51 nos have been shifted, 5 no. are inprogress and remaining is yet to start as the land for shifting to be identified by theAuthority. Utility shifting is in progress wherever land is available beyond the toe lines.




PHPL through their EPC Contractor has mobilized required staff, Plant & Equipment anddivided the entire project length into three sections (Section 1-Km 0 to Km 21, Section 2-Km 21 to Km 46.3 & Bypass section - Km 0 to Km 16.87) by establishing three camps atSarai (Km 10), at Kamtual (Km 35) and at bypass. Laboratories were currently at Kamtaulcamp.

The list of staff, machinery and equipment has been given in detail. Mobilization of the EPCContractor is more than sufficient. Due to land acquisition which still persists, almost allthe machinery & manpower are kept idle.

EPC Contractor is hauling the crushed aggregate from 176-280 Km away. The totalaggregate(including sand) for different items of work viz. GSB, WMM, Bituminous works,Aggregates procure so far is 10243.92 MT, consumption is 3120.05 MT & present stock is23177.13 MT. Steel, Cement and Bitumen stocks are 314.29 MT, 999.36 MT, 194.38 MTrespectively.

Topographical survey, centre line fixing, setting out, TBM fixing has been completed for fulllength of NH-77 section and bypass where the land is made available.

Precast Girder casting at Kamtaul camp, Reinforced Earth Panel casting works is carriedout at Kamtaul camp.

The total Box culverts are 33 in NH-77 section and 18 in bypass section. About 32 no. onLHS & 32 nos. on RHS are completed on existing NH-77 road section and 16 nos. onLHS & 16 nos on RHS are completed in bypass section.

As per the S-Curve, present work progress is 91.31% “as per Certified & Submitted Invoice”against the scheduled 100.00%. The lapses are mainly due to non-availability of land anddelay handing over the land.

QA & QC system is in place, RFI system is being followed scrupulously. Deficienciesobserved & notified by IE are being attended on regular basis and non-conformances aregetting closed with IE. All the results & records are being properly documented and kept.

To expedite the progress of the works, especially when the land is not made available bythe Authority, the Concessionaire is forced to revise the alignment at various locations sothat at least one carriageway is built. These revisions are being carried out in discussionwith Independent Engineer with regards to revision of both vertical & horizontalalignment.

The only major constraint for progress is none handing over of site by the Authority due todelay in acquisition process and cheque payments to the owners. The Authority wasrequested to hand over the site as per the Concession Agreement




CHAPTER 3 PROJECT DATA

Concession Agreement Details

EPC Contract Details:

Name of the Contractor Gammon India Ltd (GIL), Mumbai

Contract Limits Km 0+000 – km 46+300 NH-77 and Bypass 16.87 km from km46+300 NH-77 to km 515+045 NH-28

Contract Length 63.17 km

Commencement Date 12th November 2010

Completion Date 6th February 2013

Contract Period 30 Months

Expected Completion Date 14th June 2015 “Depending upon the availability of Land”

Name of the Client National Highways Authority of India (NHAI)

Name of the Concessionaire Gammon Infrastructure Pvt. Ltd.(GIPL), Mumbai

Special Purpose Vehicle Patna Highway Projects Limited(PHPL)

Name of the IndependentEngineer

ICT Pvt. Ltd.,, New Delhi(effective from 19th November 2010)

Concession Agreement Date 24th February 2010.

Concession Period 15 years from Appointed Date

Development Period 6 months

Construction Period 30 months

Appointed Date 12th November 2010

Scheduled Four Laning Date 910 day from Appointed Date




Details of Approved Sub Contractors:

Sl.No. Name of Sub Contractor Elements of Work Approx. Value

(INR)N/A

Project Parameters:

Sl. No. Description Conc. Agree. As RevisedI Length of additional two lane carriageways to

be constructed63.17 km 63.17 km

II

Details of Structures :i) Major Bridges (More than 60 m. long) 1 1ii) Minor Bridges (Up to 60 m. long) 18 18iii) Slab Culverts 0 0Iv) Box Culverts 47 47+4v) Pipe Culverts 0 0vi) Road Over Bridges (ROBs) 3 3vii) Flyovers 1 1viii) Underpasses 6 6+1(Turki)ix) Toll Plaza 1 1




SUMMARY STATUS OF DESIGN DRAWINGS

SRNO

DRAWINGDESCRIPTION

TOTALSCOPE

OFDRAWIN

GS

DRAWINGS

SUBMITTED TO IC

DRAWINGSAPPROVED

GFCREMARKS

1 Plan & Profile of 4 laneproject highway

63.17km 63.17 km

0+00 to45+82

(excluding0+00 to1+00) ofMCW &Bypass

0+00 to 45+82 (except 0+00 to1+00) of MCW & Bypass latestrevisions are approved from IE.Review of 0+00 to 1+00 of MCWon hold due to clear scope notdefined by NHAI.

2 Details of Structures :i) Major Bridges(More than 60 m. long) 1 1 1 Approved in all respect.

ii) Minor Bridges(Up to 60 m. long) 18 18 15

Compliance of Design & Drawingfor 3 MNB pending with HO DesignTeam.

iii) Slab Culverts 0 0 0 NA.Iv) Box Culverts 52 52 52v) Pipe Culverts 0 0 0 NA.

vi) Road Over Bridges(ROBs) 3 3 2

All Structural components withinrailway spans are approved byRailways. Final GAD of ROB’s arepending with Railways. ROB 1 A1after proof checking submitted toNHAI. ROB 3 Drawings & Designpending with IE.

vii) Flyovers 1 1 1 Approved.viii) Underpasses 7 7 7 Approved.

3 Toll Plaza 1 1 0 Admin building structural drawingssubmitted to IE.

4 Pavement Design For both the carriageways Pavement design has beenfinalized with IE.

5 At-Grade Intersections Major-7No.

Minor-83No.

GradeSeparatorlocation-1

No.

All major junctions except at Ch.0+00 on MCW are approved by IE.Design of major junction at Ch.0+00 on hold due to clear scopenot defined by NHAI. GAD forGrade Separator at 16+960 onBypass is approved from IE.Review of minor junction drawingsare pending with IE.

6 Miscellaneous Drawingsof Highway Approved.

7 Miscellaneous Drawingsof Structures Approved.




CHAPTER 4

PRE-CONSTRUCTION ACTIVITIES

CHAPTER 4

PRE-CONSTRUCTION ACTIVITIES

1. General SituationPre-construction activities are completed with mobilization of equipment, manpower &materials.

2. Site Hand Over

Section Side Availableupto Toe

Land NotAvailable Remarks

0+000 to 46+300LHS 42.275 Km 3.805 Km Somewhere partially width

work in progressRHS 44.010 Km 1.700 Km

0+000 to 16+870(Bypass)

LHS 12.270 Km 4.600 Km Somewhere work is 50%completed but workstopped by local villagers.RHS 12.310 Km 4.560 Km

3. Relocation of Utilities646 power poles are relocated out of 733 till the end of August 2014 and almost allactive Telephone poles are relocated and remaining dead poles are to be shifted.

4. Cutting of Trees / Removal of Stumps624 Trees is yet to be removed which is under hindrance.

5. Rehabilitation / Removal of EncroachmentsRemoval of Encroachments is in progress. The major encroachment areas are atHajipur, Partly Sarai Market, Partly Bhagwanpur Market, etc.




Village Wise Land Details (Vaishali District)

Sl.

NAME OF VILLAGE

Taluka / Thana Chainage Land

Side

TOTALKHESRA

AS

ChequeAlready

Chequecollected

Chequebreakups

No. Block No. From To(in

Hectares)

PER 3D prepared

by Landowner Land Buil

ding

1 DIGHIKALA Hajipur 105 0+000 2+750 2.634 L+R2 DIGHIKALA Hajipur 105 0+000 2+750 0.681 L+R3 DIGHIKALA Hajipur 105 0+000 2+752 0.342 L+R 64 209 209 134 754 DAULATPUR DEORIA Hajipur 101 2+750 3+900 0.778 L+R 25 23 23 8 15

5 HARIHARPURHARISHANKER Hajipur 99 3+900 4+580 0.341 L 18 8 8 8 Nil

6 GHOSWAR Hajipur 55 3+900 4+740 0.71 R 42 41 41 13 277 GURUMIAN Hajipur 88 4+580 5+240 0.408 R 29 53 53 35 188 FATEHPUR AKKARA Hajipur 56 4+740 5+450 0.384 L 28 19 19 5 149 KAJIPUR THATTAN Hajipur 58 5+450 5+940 1.295 L 13 63 63 29 34

10 KUTUBPUR AKKARA Hajipur 86 5+240 6+234 0.833 R 25 12 12 11 111 AKKARA Hajipur 85 5+940 6+615 1.759 L+R 28 53 53 19 3412 CHKCHAMELI Hajipur 84 6+234 6+784 0.18 L+R 14 13 13 13 213 CHAKMURAD Hajipur 71 7+380 7+700 0.612 R 18 9 9 9 Nil

14 AFZALPURDHOBAGHATTI Hajipur 69 6+615 8+000 0.256 L+R 69 133 133 80 53

15 WAJITPUR Hajipur 72 7+700 8+320 1.33 R 14 23 23 21 216 MEERNAGAR Hajipur 68 8+000 8+720 0.727 L 30 45 45 42 317 TELIASARAI Bhagwanpur 340 8+720 9+480 0.986 L+R 49 119 119 73 4618 MANSURPUR Bhagwanpur 336 8+200 9+300 0.884 L 21 28 28 21 7

19MAJHAULI

MUHAMMADPURBUJURG

Bhagwanpur 337 9+300 9+620 0.694 L 47 68 60 8 60

20 AKBARPUR MALAHI Bhagwanpur 338 9+480 10+320 1.667 L 34 50 50 9 4021 MOHAMMADABAD Bhagwanpur 335 9+620 10+160 4.54 L 29 55 55 29 2622 MATIYARA TONK Bhagwanpur 329 10+320 10+670 3.132 L+R 31 63 63 6 5723 SAIDPUR PATHEDA Bhagwanpur 326 10+670 12+775 2.393 L+R 113 198 195 126 72

24 AKHTIYARPURPATHEDA Bhagwanpur 319 12+775 13+800 2.478 L+R 113 58 57 52 6

25 RAGHUNATHPURIMADPUR Bhagwanpur 318 13+800 15+500 1.256 L+R 130 224 224 152 72

26 BHATAULI ANIRUDH Bhagwanpur 271 15+500 16+600 1.664 L+R 57 130 130 110 2027 RATANPURA Bhagwanpur 270 16+600 17+850 2.265 L+R 84 68 68 49 1928 SAIDPUR BIJALI Bhagwanpur 269 17+850 19+100 0.723 L+R 25 41 41 36 529 KIRATPUR RAJARAM Bhagwanpur 273 18+200 19+400 0.794 L+R 55 77 77 60 1730 MOHAMMADPUR HARI Bhagwanpur 265 19+490 20+100 0.414 L+R 17 16 16 12 431 RAMPUR GOSAIDAS Bhagwanpur 264 20+100 20+625 1.183 L+R 14 15 15 14 132 VAPHAPUR BANTHU Bhagwanpur 251 20+625 20+950 0.698 L+R 18 28 28 23 533 ASADPUR SAIDPURA Bhagwanpur 263 20+950 22+160 1.183 L+R 72 106 106 96 1034 WARISPUR MAL Bhagwanpur 262 22+160 23+250 0.698 L+R 45 50 50 43 635 WARISPUR PATTI Bhagwanpur 258 22+800 23+450 1.205 L 33 35 35 34 136 YAKUBCHAK Bhagwanpur 259 23+250 23+350 0.136 R 4 20 20 18 237 GODHIA CHAMAN Bhagwanpur 257 23+450 23+535 2.22 L+R 88 163 163 142 2138 SADULLAHPUR Goroul 16 24+735 24+850 0.11 L+R 7 15 15 5 1039 KATARMALA Goroul 14 24+850 25+320 0.517 L+R 25 79 79 45 3440 CHAINPUR BHATOLIA Goroul 13 25+320 25+550 0.242 L+R 3 7 7 3 441 ISLAMPUR Goroul 12 25+550 25+750 0.609 L+R 38 42 42 37 5

42 MOHAMMADPURDARIA Goroul 11 25+750 26+650 1.232 L+R 60 103 103 77 26

43 MUSTAFAPURHARSHER Goroul 9 26+650 27+600 1.487 L+R 72 156 156 115 41

44 MAKHDUMPUR URFTELBARAI Goroul 8 27+600 28+000 0.857 L+R 27 50 50 17 33

45 INAYATNAGARRASULPUR Goroul 3 28+000 29+209 1.515 L+R 87 109 93 50 59

46 BHIKHANPURA Goroul 4 28+800 29+209 0.210 L 23 26 26 15 11Total Cheque upto August’14 3523 3454




Village Wise Land Details (Muzaffarpur District)

SL.NO. NAME OF VILLAGE Taluka

/Block

ChainageVillagewise Land

as per 3D(in

Hectares)

FINANCIAL DETAILS CHEQUE DETAILS% of

cheques

prepaired

From To

Villagewise

Amountas per3D(In

crores)

Villagewise ChequeAmount

(in crores)PrepairedTill Date

TOTALKHESRAAS PER

3D

CHEQUE

ALREADY

PREPARED

CHEQUEcollecte

d byland

owner

BYPASS1 MADHAUL Kudhani 0+000 1+400 8.779 7.87 2.1940 237 88 50 372 MADAPUR RAITI Kudhani 1+400 1+800 3.022 2.33 0.5256 76 31 25 413 KHABRA Mushari 1+800 2+100 0.879 1.59 0.6985 33 32 32 974 BARMATPUR Mushari 2+100 2+600 2.941 1.46 0.22132 47 33 28 705 DUMRI Mushari 2+600 4+400 8.719 8.05 5.5534 219 188 156 866 PATAHI ROOP Mushari 4+400 4+900 5.81 7.37 2.4211 66 62 55 947 MADHUBANI Mushari 4+900 6+400 7.33 5.05 4.3526 162 158 148 988 MADAPUR CHOUBE Mushari 6+400 7+400 6.17 2.12 0.6738 94 70 58 749 WAJIDPUR KODARIYA Kudhani 7+400 8+200 2.866 2.26 1.1730 80 66 65 83

10 PAKOHI KHAS Marwan 8+200 9+500 7.175 8.55 3.74737 161 149 135 9311 MADHUBAN Marwan 9+500 10+800 4.634 1.07 1.4482 121 90 84 7412 BATHNA RAM Marwan 10+800 11+200 4.225 0.96 0.7610 83 64 56 7713 MADHOPUR MACHIYA Kanti 11+200 12+000 5.573 1.22 0.9369 142 118 100 8314 ROOPAULI Marwan 12+000 12+400 1.806 2.23 0.7522 51 44 40 8615 PANAPUR HAWELI Kanti 12+400 12+700 0.823 0.34 0.3362 28 16 14 5716 RAIPURA Marwan 12+700 13+800 4.031 1.02 0.6652 82 68 64 8317 CHIKNAUTA Marwan 13+800 14+200 8.639 1.83 0.7544 145 93 90 6418 SAHWAJPUR Kanti 14+200 15+000 0.319 0.17 0.2895 10 9 8 9019 MADHUBAN JAGDISH Kanti 15+000 16+000 8.827 3.55 0.6090 215 62 27 2920 SADATPUR Kanti 16+000 16+400 4.962 6.07 1.8073 111 51 33 4621 LASKARIPUR Kanti 16+400 16+800 1.838 1.36 0.24272 42 12 1 29

WIDENING PORTION22 PHAKULI Kudhani 29+300 30+500 1.733 1.1 0.3658 105 68 53 6523 MADAPUR GOUS Kudhani 30+500 30+660 0.034 0.02 0.0044 3 2 2 6724 DHODHI LALA Kudhani 30+660 31+080 0.505 0.23 0.4491 37 34 32 9225 DHODHI ANANDKAR Kudhani 31+080 31+480 0.748 0.12 0.0062 33 5 3 1526 VISUNPUR MANGAL Kudhani 31+480 32+040 1.078 0.35 0.665100 45 40 37 8927 RAJLA Kudhani 32+040 33+310 1.789 0.87 0.6600 90 65 53 7228 FATEHPUR KASTURI Kudhani 33+310 33+750 0.677 0.18 0.0322 20 10 3 5029 BALIYA Kudhani 33+750 34+650 0.974 0.65 0.5164 41 40 31 9830 KAMTAUL ANANT Kudhani 34+650 35+650 1.519 0.89 0.94131 52 51 47 9831 MADHOPUR KAPOOR Kudhani 35+650 36+780 0.175 0.07 0.00480 9 5 1 5632 CHANDERHATI Kudhani 36+780 37+076 2.451 0.9 1.7797 119 90 54 7633 THUBHA Kudhani 37+076 38+250 0.339 0.07 0.0017 34 11 11 3234 TURKI Kudhani 38+250 40+590 4.021 4.89 1.58239 154 100 72 6535 SAKRI SARIYA Kudhani 40+590 42+400 6.063 4.45 1.5406 120 117 97 9836 KAFENN Kudhani 42+400 43+900 2.286 0.82 0.6090 110 43 15 39

Total Cheque upto August’14 2417 2029

Compensation Status of Buildings & Land

Sl.No. Descriptions Total

ChequeNo of Cheques

preparedNo. of cheques

distributed

Excess / BalanceCheque for

payment

1 Vaishali District 3495 3523 3454 28 Extra

2 Muzaffarpur District 3101 2417 2029 684 Balance




CHAPTER 5PROGRESS

Physical Progress (%):

Sl.No Item Unit Total

QuantityWeightage (%)

Qty August14

RatingAugust 14

1 Site clearance Hec. 255 1.72% - 0.00%

2 Earthwork Cum. 3574464 13.28% 1,174 0.00%

3 Granular Sub Base Cum. 431,290 11.80% 600 0.01%

4 WMM Cum. 347,785 10.20% 589 0.01%

5 Bituminous pavement works Cum. 227,864 25.00% 879 0.09%

7 Piling Work Rmt. 28,148 3.34% - 0.00%

8 Concreting for various structures Cum. 63,880 9.23% - 0.00%

9 HYSD ( Reinforcement & HTS ) MT 10,221 4.59% - 0.00%

RE Wall

10 Casting of RE Panel (Facia) atPrecast Yard (63%)

Sqm 74,108 1.16% - 0.00%

11 Erection & Commissioning of REPanel (37%)

Sqm 74,108 0.68% - 0.00%

12 Drainage and protective worksConcrete work

Ls. 16,500 1.60% - 0.00%

13 Drainage and protective works steelwork

Ls. 1 0.40% - 0.00%

14 Toll plaza including rigid pavements Ls. 1 2.00% 0.00%

15 Road marking and road furniture Ls. 1 2.00% 0.00%

16 Barricading fencing environment etc Ls. 1 1.00% 0.00%

17 Diversion Junctions etc. Ls. 1 1.00% 0.00%

18 Miscellaneous items Ls. 1 1.00% - 0.00%

Length-wise Progress

Sl.No Item of work LHS( Km) RHS(Km) TOTAL(km)

1 Embankment 54.727 57.244 111.9712 Sub Grade Top 51.098 53.575 104.6733 GSB Top 50.388 52.645 103.0334 WMM Top 48.818 51.395 100.2135 DBM 1st 45.668 48.355 94.0236 DBM Top 45.168 47.655 92.8237 BC 37.507 39.420 76.927




INVENTORY MOVEMENT FOR THE MONTH OF August 2014(Top 10 Issued Items by Quantity in descending order in MT with two decimal)

Sr.No.

Items Unit

OpeningInvento

ry on1st

August'14 (A)

Purchased during

H1(B)

Issuedduring

H1( C)

NetIntersiteTransfers in H1

(-/+)(D)

ClosingInventory

on 31st

August'14(E=A+B-C(-/+)D)

Qty Qty Qty Qty Qty1 HYSD MT 269.55 79.07 34.33 314.292 Structural Steel MT 341.79 0.00 62.70 279.103 Bitumen MT 63.91 240.82 110.348 194.384 10 mm Aggregate MT 5343.52 4909.48 1589.69 8663.315 20 mm Aggregate MT 6200.43 2300.14 1019.43 7481.156 Cement MT 611.03 625.38 237.05 999.367 Sand MT 5151.04 316.16 425.28 5041.928 40 mm Aggregate MT 4492.99 3034.30 510.93 7016.359 Admixer KG 14682.57 0.00 1421.60 13260.9810 Boulder MT 269.47 0.00 0.00 269.4711 CRMB 60 MT 1.96 0.00 0.00 1.9612 HSD KL 5.16 40 44.322 0.8313 Stone Dust MT 0.11 2195.20 2141.30 54.0114 30 mm Aggregate MT 16.31 0.00 0.00 16.3115 GSB MT 0.00 0.00 0.00 0.0016 Emulsion MT 24.55 1.6 26.149 0.00

Total

17 Consumable andSpares

18EnablingStructures

19 Other ItemsGrand Total

STRUCTURE WORKS:

Cumulative Physical Progress of Major Item of work

Description of Items B.O.Q.Quantity

Cumm. TillPrevious

Month

ThisMonth

ExecutedTotal

Clearing & Grubbing (Hect.) 255 169.30 - 169.30

Excavation Embankment/ Sub grade (m3) 3574464 3,607,734 1,174 3,608,908

GSB (m3) 431,290 346,117 600 346,717

WMM (m3) 347,785 258,939 589 259,528

DBM + DBM PCC (m3)+ BC (m3) 227,864 176,698 879 177,577Concrete (m3) 63,880 59,725 - 59,725

Material Procurement:




ABSTRACT OF STRUCTURES

SlNo. Type Of Structures Total

Nos.

LHS RHS Remarks

Work inProgress Completed Work in

Progress Completed

Section – 1

1 RCC Box Culvert 16 0 15 0 15 1 No LHS& RHS not start due toland problem at Sarai.

2 Minor Bridge 3 0 3 0 3

3 ROB 2 2 0 2 0 Work of ROB-1 is delayed due toland is handed over in Sep’12

4 VUP 3 0 1 0 1Work at two VUP not starteddue to non-availability of land

(Sarai & Near ROB-1)

Section – 2

1 RCC Box Culvert 17 0 17 0 17

2 Major Bridge 1 0 1 0 1

3 Minor Bridge 11 0 11 1 11

4 VUP 3 0 3 0 3

Section - 3 (Bypass)

1 RCC Box Culvert 18 1 16 1 16 Work not started at 2 nos. dueto non availability of land.

2 Minor Bridge 4 1 1 1 12 nos MNB at takeoff point not

started due to non availability ofland.

3 Fly Over 1 1 0 1 0 Superstructure work is inprogress

4 ROB 1 1 0 1 0 Work Stopped due to localproblems (Hindrances)

5 VUP 1 0 1 0 1




S-CURVE

Gammon India LimitedPatna - Muzaffarpur NH-77 Road Project

23.53 247% 224% 246% 310% 258% 261% 168% 228% 207% 205% 100.0

100 0.00 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%

Bill.

NoActivity

Amount

(In Crs

Rs.)

%age Descrip

Jan

-11

Feb

-11

Mar-

11

Ap

r-11

May-1

1

Ju

n-1

1

Ju

l-11

Au

g-1

1

Sep

-11

Oct-

11

No

v-1

1

Dec-1

1

Jan

-12

Feb

-12

Mar-

12

Ap

r-12

May-1

2

Ju

n-1

2

Ju

l-12

Au

g-1

2

Sep

-12

Oct-

12

No

v-1

2

Dec-1

2

Jan

-13

Feb

-13

Mar-

13

Ap

r-13

May-1

3

Ju

n-1

3

Ju

l-13

Au

g-1

3

Sep

-13

Oct-

13

No

v-1

3

Dec-1

3

To

tal

Up

to

Date

5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40

Tar (%) 0.90 0.00 0.07 0.02 0.01 0.03 0.02 0.00 0.00 0.00 0.03 0.02 0.00 0.06 0.03 0.06 0.00 0.01 0.00 0.01 0.01 0.01 0.00 0.01 0.02 0.01 0.08 0.06 0.06 0.09 0.00 0.00 0.03 0.04 0.03 0.00 1.72

Ach (%) 0.90 0.00 0.07 0.02 0.01 0.03 0.02 0.00 0.00 0.00 0.03 0.02 0.00 0.06 0.03 0.06 0.00 0.01 0.00 0.01 0.01 0.01 0.00 0.01 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.02 0.12 0.00 0.00 0.00 1.48

Tar (%) 1.71 0.58 0.20 1.18 1.57 0.38 0.33 0.25 0.14 0.22 0.40 0.28 0.87 0.97 0.61 1.47 0.46 0.46 0.25 0.40 0.15 0.12 0.05 0.00 0.00 0.00 0.02 0.02 0.02 0.03 0.03 0.03 0.02 0.02 0.02 0.01 13.28

Ach (%) 1.71 0.58 0.20 1.18 1.57 0.38 0.33 0.25 0.14 0.22 0.40 0.28 0.87 0.97 0.61 1.47 0.46 0.46 0.25 0.40 0.15 0.12 0.05 0.00 0.00 0.00 0.00 0.00 0.00 -0.50 0.05 0.00 0.00 0.00 0.00 0.00 12.60

Tar (%) 0.00 0.09 0.01 0.97 1.05 1.09 0.60 1.65 0.17 0.96 1.62 0.66 1.40 1.09 1.97 1.20 1.31 0.64 0.43 1.21 0.22 0.18 0.47 0.70 1.39 0.00 0.11 0.10 0.10 0.13 0.12 0.11 0.06 0.08 0.06 0.07 22.00

Ach (%) 0.00 0.09 0.01 0.97 1.05 1.09 0.60 1.65 0.17 0.96 1.62 0.66 1.40 1.09 1.97 1.20 1.31 0.64 0.43 1.21 0.22 0.18 0.47 0.70 1.39 0.00 0.00 0.00 0.00 -0.45 0.05 0.00 0.00 0.00 0.00 0.00 20.67

Tar (%) 0.00 0.00 0.00 0.00 0.01 0.18 0.35 0.77 0.25 1.02 1.63 0.60 0.70 0.99 1.37 1.29 0.76 0.00 0.00 0.75 0.13 0.90 0.77 2.18 1.55 0.77 1.07 0.90 0.93 1.16 1.03 0.83 0.47 0.68 0.51 0.46 25.00

Ach (%) 0.00 0.00 0.00 0.00 0.01 0.18 0.35 0.77 0.25 1.02 1.63 0.60 0.70 0.99 1.37 1.29 0.76 0.00 0.00 0.75 0.13 0.90 0.77 2.18 1.55 0.77 0.38 0.77 0.42 1.43 0.40 0.10 0.09 0.00 0.06 0.01 20.61

Tar (%) 1.00 1.07 0.26 0.80 0.33 0.72 0.80 0.64 0.40 0.19 0.41 0.35 0.72 1.63 0.90 0.51 0.30 0.39 0.14 0.28 0.18 0.18 0.29 0.40 0.36 0.16 0.49 0.49 0.65 0.95 0.94 0.93 0.19 0.34 0.30 0.32 19.00

Ach (%) 1.00 1.07 0.26 0.80 0.33 0.72 0.80 0.64 0.40 0.19 0.41 0.35 0.72 1.63 0.90 0.51 0.30 0.39 0.14 0.28 0.18 0.18 0.29 0.40 0.36 0.16 0.22 0.16 0.09 0.07 0.90 0.08 0.13 0.02 0.05 0.01 15.14

Tar (%) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.14 0.14 0.14 0.20 0.15 0.21 0.20 0.26 0.27 0.26 2.00

Ach (%) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.03 0.02 0.00 0.01 0.00 1.15 0.10 0.00 0.01 0.00 1.33

Tar (%) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.07 0.06 0.37 0.36 0.37 0.27 0.00 0.00 0.00 0.16 0.17 0.16 2.00

Ach (%) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.07 0.06 0.23 1.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.95

Tar (%) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.06 0.18 0.18 0.18 0.26 0.19 0.14 0.13 0.21 0.21 0.21 2.00

Ach (%) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.06 0.06 0.16 0.63 0.14 0.34 0.03 0.06 0.04 0.00 0.00 1.58

Tar (%) 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.11 0.12 0.19 0.19 0.19 0.19 1.00

Ach (%) 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.46 0.38 0.00 0.00 0.01 0.00 0.86

Tar (%) 0.04 0.02 0.00 0.04 0.06 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.04 0.03 0.00 0.00 0.00 0.00 0.00 0.12 0.19 0.11 0.11 0.18 1.00

Ach (%) 0.04 0.02 0.00 0.04 0.06 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.04 0.03 0.02 0.12 0.01 0.01 0.01 0.18 0.00 0.00 0.00 0.00 0.63

Tar (%) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.12 0.00 0.00 0.00 0.00 0.00 0.12 0.19 0.19 0.19 0.19 1.00

Ach (%) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.12 0.03 0.63 0.05 0.00 0.00 0.00 0.00 0.82

675.0 90

site mobilization 75.000 10.0100%

Ach

750.0 100

3.6 1.7 3.1 5.8 7.1 5.5 1.4 1.4 1.4 7.0 8.9 8.9 9.6 8.9 9.9 9.0 5.3 0.5 0.5 0.5

3.6 5.28 8.4 14.15 21.2 26.8 28.1 29.5 30.9 37.9 46.8 55.7 65.3 74.2 84.1 93.1 98.4 98.9 99.5 100.0 0.0 0.0 0.0 0.0 0.0

3.62 1.66 3.11 5.76 7.09 5.51 1.36 1.36 1.42 7.04 8.88 11.19 1.00 1.00 6.67 7.04 6.84 5.33 4.01 3.00 2.48 2.18 1.21 0.42 0.41

3.62 1.66 3.11 5.76 7.09 5.51 1.36 1.36 1.42 7.04 8.88 11.19 1.00 1.00 6.67 7.04 6.84 5.33 4.01 3.00 2.48 2.18 1.21 0.42 0.41 0.41

3.6 1.7 0.5 3.0 3.0 2.4 2.1 3.3 1.0 2.4 4.1 11.93 3.69 4.77 4.95 4.53 2.84 1.50 0.82 2.65 0.69 1.39 1.59 3.32 3.48 1.21 2.47 2.24 2.46 3.10 2.58 2.61 1.68 2.28 2.07 2.05

3.6 5.36 5.9 8.87 11.8 14.2 16.3 19.6 20.6 23.0 27.1 39.05 42.74 47.50 52.45 56.98 59.82 61.32 62.14 64.79 65.47 66.87 68.45 71.77 75.26 76.47 78.94 81.18 83.64 86.74 89.32 91.93 93.61 95.88 97.95 #####

3.615 1.747 0.540 2.969 2.967 2.400 2.100 3.300 0.960 2.390 4.132 #### 3.690 4.766 4.948 4.532 2.841 1.497 0.820 2.649 0.686 1.394 1.586 3.319 3.483 1.213 0.977 2.819 1.784 1.164 2.129 1.600 0.499 0.067 0.128 0.029

3.6 5.36 5.90 8.87 11.8 14.2 16.3 19.6 20.6 23.0 27.1 39.0 42.7 47.5 52.45 56.98 59.82 61.32 62.14 64.79 65.47 66.87 68.45 71.77 75.26 76.47 77.45 80.27 82.05 83.21 85.34 86.94 87.44 87.51 87.64 87.67

Note : 1 11.19 Revised Target 1.19 % + Site Mobilisation 10%

Projected Cumulative Progress (%) (REVISED 01)

Actual Monthly Progress (%)

Actual Cumulative Progress (%)

Projected Monthly Progress (%)

Sub-Total

Contract Amount

Projected Monthly Progress (%) (REVISED 01)

Projected Cumulative Progress (%)

Projected Monthly Progress (%) (REV)

Actual Monthly Progress (%) Rev

10 Miscellanceous 7.500 1.000

11 Others 7.500 1.0

8Traffic Signs

and Markings15.000 2.000

9 Maintenance 7.500 1.00

6 Drainage 15.000 2.00

7

Toll Plaza &

Rigid

Pavements

15.000 2.00

4Bituminious

Course187.500 25.0

5 Structures 142.500 19.0

2 Earthworks 99.600 13.28

3Granular Base

and Sub-Base165.000 22.0

S-CURVE (NH-77)Target Achieved

1 Site clearance 12.900 1.72




PROGRESS STRIP CHART

OBSTRUCTIONS1ep land

SERVICE ROAD

BC0.8 1.0 1.0 1.0 1.0 0.4 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.4 0.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.2

DBM-II1.0 1.0 1.0 1.0 1.0 1.0 0.4 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.3 0.6 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.3

DBM-I0.9 1.0 1.0 1.0 1.0 1.0 1.0 0.7 0.8 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 ## 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.3

WMM-II1.0 0.3 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 ## 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.3

WMM-I1.0 0.3 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 ## 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.3

GSB-II1.0 0.3 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 ## 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.3

GSB-I1.0 0.3 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 ## 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.3

Subgrade1.0 0.3 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 ## 0.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.5

Embankment1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 ## 0.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.5

C&G1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.00 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 ## 1.0 1.0 1.0 0.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.5

STRUCTURE0.60 ### 0.16 ### ## 0.16 0.02 ### 0.03

Strip Chart

0.1

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

1.0

00

1.1

00

1.2

00

1.3

00

1.4

00

1.5

00

1.6

00

1.7

00

1.8

00

1.9

00

2.0

00

2.1

00

2.2

00

2.3

00

2.4

00

2.5

00

2.6

00

2.7

00

2.8

00

2.9

00

3.0

00

3.1

00

3.2

00

3.3

00

3.4

00

3.5

00

3.6

00

3.7

00

3.8

00

3.9

00

4.0

00

4.1

00

4.2

00

4.3

00

4.4

00

4.5

00

4.6

00

4.7

00

4.8

00

4.9

00

5.0

00

5.1

00

5.2

00

5.3

00

5.4

00

5.5

00

5.6

00

5.7

00

5.8

00

5.9

00

6.0

00

6.1

00

6.2

00

6.3

00

6.4

00

6.5

00

6.6

00

6.7

00

6.8

00

6.9

00

7.0

00

7.1

00

7.2

00

7.3

00

7.4

00

7.5

00

7.6

00

7.7

00

7.8

00

7.9

00

8.0

00

8.1

00

8.2

00

8.3

00

8.4

00

8.5

00

8.6

00

8.7

00

8.8

00

8.9

00

9.0

00

9.1

00

9.2

00

9.3

00

9.4

00

9.5

00

9.6

00

9.7

00

9.8

00

9.9

00

10.0

00

STRUCTURE0.6 0.0 0.2 0.0 ## 0.2 0.0 ### 0.0

C&G1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 ## 1.0 1.0 1.0 0.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.3 1

Embankment1.0 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 ## 0.1 0.2 1.0 0.4 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.3 1

Subgrade 1.0 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 ## 0.1 0.2 1.0 0.3 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.2 1

GSB-I 1.0 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 ## 0.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.2 1

GSB-II 1.0 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 ## 0.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.2 1

WMM-I 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 ## 0.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.2 1

WMM-II 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 ## 0.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.2 1

DBM-I 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 ## 0.1 0.7 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.2

DBM-II 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 1.0 1.0 1.0 1.0 1.0 1.0 0.3 0.6 ## 0.1 0.7 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.2

BC ## ## ### 1.0 1.0 ## ## ## ## 1.00 1.00 1.00 1.00 ## ## ## ## ## ## ## ## ## ## ## ## ## ## ### ### ## ## ## ## ## ### 1.00 ## ## ## ## ## ## ## ## ### 1.00 ### ## ## ## ## ## ## ## ## ## ## ## ## ## ## ### ## ## ## ##

SERVICE ROAD

OBSTRUCTIONS

CULVERT 1.0

1.0

Extra Widening of this

MonthVUP

BRIDGE

ROB

Main

Carr

iag

ew

ay (

LH

S)

Main

Carr

iag

ew

ay (

RH

S)

Progress of this Month

OBSTRUCTIONS

SERVICE ROAD0.0

BC1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.4 0.2 1.0 1.0 1.0 0.3 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 8.7

DBM-II1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.0 1.0 1.0 1.0 1.0 1.0 9.5

DBM-I1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 9.5

WMM-II1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 9.5

WMM-I1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 9.5

GSB-II1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 9.5

GSB-I1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 9.5

Subgrade1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 9.5

Embankment1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 9.5

C&G1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 9.5

STRUCTURE0 0 0 0 0 0 0 0.2 1 0 0 0 0 0 0.2

Strip Chart

10.1

00

10.2

00

10.3

00

10.4

00

10.5

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10.6

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10.7

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10.8

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10.9

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11.0

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11.1

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11.2

00

11.3

00

11.4

00

11.5

00

11.6

00

11.7

00

11.8

00

11.9

00

12.0

00

12.1

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12.2

00

12.3

00

12.4

00

12.5

00

12.6

00

12.7

00

12.8

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12.9

00

13.0

00

13.1

00

13.2

00

13.3

00

13.4

00

13.5

00

13.6

00

13.7

00

13.8

00

13.9

00

14.0

00

14.1

00

14.2

00

14.3

00

14.4

00

14.5

00

14.6

00

14.7

00

14.8

00

14.9

00

15.0

00

15.1

00

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00

15.3

00

15.4

00

15.5

00

15.6

00

15.7

00

15.8

00

15.9

00

16.0

00

16.1

00

16.2

00

16.3

00

16.4

00

16.5

00

16.6

00

16.7

00

16.8

00

16.9

00

17.0

00

17.1

00

17.2

00

17.3

00

17.4

00

17.5

00

17.6

00

17.7

00

17.8

00

17.9

00

18.0

00

18.1

00

18.2

00

18.3

00

18.4

00

18.5

00

18.6

00

18.7

00

18.8

00

18.9

00

19.0

00

19.1

00

19.2

00

19.3

00

19.4

00

19.5

00

19.6

00

19.7

00

19.8

00

19.9

00

20.0

00

STRUCTURE 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.2 1.0 0.0 0.0 0.0 0.1 0.0 0.2

C&G1.0 0.8 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 ###

Embankment1.0 0.8 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 ###

Subgrade1.0 0.8 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 ###

GSB-I 1.0 0.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 0.9 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 9.6

GSB-II 1.0 0.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 9.6

WMM-I 1.0 0.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 9.6

WMM-II 1.0 0.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 9.6

DBM-I1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 0.5 1.0 1.0 1.0 1.0 0.8 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 9.1

DBM-II1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 0.5 1.0 1.0 1.0 1.0 0.4 0.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 8.9

BC 0.3 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 0.5 1.0 1.0 1.0 1.0 0.4 0.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.4 0.7 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 8.5

SERVICE ROAD0.0

OBSTRUCTIONS

CULVERT 1.0

VUP 1.0

BRIDGE

ROB


Extra Widening of this Month

Main

Carr

iag

ew

ay (

LH

S)

Main

Carr

iag

ew

ay (

RH

S)

OBSTRUCTIONS

SERVICE ROAD0.0

BC1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.6 0.5 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 9.9

DBM-II1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 9.9

DBM-I1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 9.9

WMM-II1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 10.0

WMM-I1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 10.0

GSB-II1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 10.0

GSB-I1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 10.0

Subgrade1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 10.0

Embankment1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 10.0

C&G1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 10.0 .

STRUCTURE0.02 0.02 0.03 0.60 0.02 0.10 0.02 0.1

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STRUCTURE0.02 0.02 0.03 0.60 0.02 0.10 0.02 0.1

C&G1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.7 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 10.0

Embankment1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.7 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 10.0

Subgrade1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 9.9

GSB-I1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 9.9

GSB-II1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 9.9

WMM-I1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 9.9

WMM-II1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 9.9

DBM-I1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 9.9

DBM-II1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 9.9

BC1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.6 0.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 9.9

SERVICE ROAD0.0

OBSTRUCTIONS

CULVERT 1.0

VUP 1.0

BRIDGE

ROB



Ma

in C

arr

iag

ew

ay

(L

HS

)M

ain

Ca

rria

ge

wa

y (

RH

S)

1

OBSTRUCTIONS

SERVICE ROAD0.0

BC1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.2 0.7 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.7 1.0 1.0 0.7 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.4 0.8 1.0 1.0 1.0 8.8

DBM-II1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 0.2 1.0 0.4 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.7 1.0 1.0 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 9.2

DBM-I1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 0.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.7 1.0 1.0 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 9.5

WMM-II1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.4 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.7 1.0 1.0 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 9.9

WMM-I1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.4 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.7 1.0 1.0 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 9.9

GSB-II1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 10.0

GSB-I1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 10.0

Subgrade1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 10.0

Embankment1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 10.0

C&G1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 10.0

STRUCTURE0.40 0.02 0.16 0.03 0.02 0.02 0.10 0.16 0.02 0.06 0.40 0.16 0.03 0.02 0.2

Strip Chart

30.1

00

30.2

00

30.3

00

30.4

00

30.5

00

30.6

00

30.7

00

30.8

00

30.9

00

31.0

00

31.1

00

31.2

00

31.3

00

31.4

00

31.5

00

31.6

00

31.7

00

31.8

00

31.9

00

32.0

00

32.1

00

32.2

00

32.3

00

32.4

00

32.5

00

32.6

00

32.7

00

32.8

00

32.9

00

33.0

00

33.1

00

33.2

00

33.3

00

33.4

00

33.5

00

33.6

00

33.7

00

33.8

00

33.9

00

34.0

00

34.1

00

34.2

00

34.3

00

34.4

00

34.5

00

34.6

00

34.7

00

34.8

00

34.9

00

35.0

00

35.1

00

35.2

00

35.3

00

35.4

00

35.5

00

35.6

00

35.7

00

35.8

00

35.9

00

36.0

00

36.1

00

36.2

00

36.3

00

36.4

00

36.5

00

36.6

00

36.7

00

36.8

00

36.9

00

37.0

00

37.1

00

37.2

00

37.3

00

37.4

00

37.5

00

37.6

00

37.7

00

37.8

00

37.9

00

38.0

00

38.1

00

38.2

00

38.3

00

38.4

00

38.5

00

38.6

00

38.7

00

38.8

00

38.9

00

39.0

00

39.1

00

39.2

00

39.3

00

39.4

00

39.5

00

39.6

00

39.7

00

39.8

00

39.9

00

40.0

00

STRUCTURE0.40 0.02 0.16 0.03 0.02 0.02 0.10 0.16 0.02 0.06 0.40 0.16 0.03 0.02 0.2

C&G1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 10.0

Embankment1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 10.0

Subgrade1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 10.0

GSB-I1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 10.0

GSB-II1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 10.0

WMM-I1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 10.0

WMM-II1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 9.8

DBM-I1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.3 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 9.5

DBM-II1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.3 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 9.5

BC1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 0.6 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 1.0 1.0 1.0 8.8

SERVICE ROAD0.0

OBSTRUCTIONS

CULVERT 1.0

VUP 1.0

BRIDGE

ROB


Extra Widening of this

Month

Main

Carr

iag

ew

ay (

LH

S)

Main

Carr

iag

ew

ay (

RH

S)

OBSTRUCTIONS

SERVICE ROAD0.0

BC1.0 1.0 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.1 0.1 0.8 0.6 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 0.3 1.0 1.0 1.0 1.0 1.0 1.0 0.8 3.3

DBM-II1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.5 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 3.8

DBM-I1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.5 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 3.8

WMM-II1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.4 0.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 4.4

WMM-I1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.4 0.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 4.4

GSB-II1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.4 0.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.7 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.4 4.7

GSB-I1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.4 0.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.4 4.7

Subgrade1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.5 0.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.4 4.7

Embankment1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.5 0.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.4 4.7

C&G1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.5 0.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.4 4.7

STRUCTURE0.03 0.02 0.16 0.02 0.16 0.16 0.1

Strip Chart

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STRUCTURE0.03 0.02 0.16 0.02 0.16 0.16 0.1

C&G1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.4 5.9

Embankment1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.4 5.9

Subgrade1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.4 5.9

GSB-I1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 0.4 5.9

GSB-II1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 0.4 5.9

WMM-I1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 0.4 5.9

WMM-II1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 0.4 5.9

DBM-I1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.7 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.4 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 5.8

DBM-II1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.5 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.4 0.6 4.5

BC1.0 1.0 1.0 0.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 0.8 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.5 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.3 3.4

SERVICE ROAD0.0

OBSTRUCTIONS

CULVERT 1.0

VUP 1.0

BRIDGE

ROB



Main

Carr

iag

ew

ay (

LH

S)

Main

Carr

iag

ew

ay (

RH

S)

0j

p

OBSTRUCTIONS

SERVICE ROAD

BC

DBM-II0.8 1.0 0.8 1.0 0.8 1.0 1.0 1.0 1.0 1.0 0.9 0.8 1.0 1.0 1.0 0.9 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 1.0 1.0 1.0 1.0 1.0 1.0 0.1 0.3 1.0 0.9 1.0 1.0 0.6 1.0 0.5

DBM-I0.8 1.0 0.2 0.7 0.8 1.0 0.8 1.0 1.0 1.0 1.0 1.0 0.9 0.8 1.0 1.0 1.0 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 1.0 1.0 1.0 1.0 1.0 1.0 0.1 0.3 1.0 0.9 1.0 1.0 0.6 1.0 0.5 0.6 1.0

WMM-II 0.8 1.0 0.2 1.0 1.0 1.0 1.0 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.4 0.5 1.0 1.0 1.0 1.0 0.6 1.0 0.5 0.7 1.0 0.4 1.0 1.0 1.0 1.0 0.3 0.9 0.9 0.5 1.0

WMM-I 0.7 1.0 1.0 0.2 1.0 1.0 1.0 1.0 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.2 0.8 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.4 0.5 1.0 1.0 1.0 1.0 1.0 1.0 0.5 0.7 1.0 0.4 1.0 1.0 1.0 1.0 0.3 0.9 0.9 0.5 1.0

GSB-II 0.7 1.0 1.0 0.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.2 0.8 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.4 1.0 1.0 1.0 1.0 0.3 0.5 1.0 1.0 1.0 1.0 1.0 1.0 0.5 1.0 1.0 0.4 1.0 1.0 1.0 1.0 0.3 0.9 1.0 0.5 0.5 1.0

GSB-I 0.7 1.0 1.0 0.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.4 1.0 1.0 1.0 1.0 1.0 0.3 0.5 1.0 1.0 1.0 1.0 1.0 1.0 0.5 1.0 1.0 0.4 1.0 1.0 1.0 1.0 0.3 1.0 1.0 0.5 0.5 1.0

Subgrade 0.7 1.0 1.0 0.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.4 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.5 0.5 1.0

Embankment 1.0 1.0 1.0 1.0 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.6 0.5 1.0

C&G 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.6 0.5 1.0

STRUCTURE 0.16 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.02 0.03 0.20 0.03

Strip Chart

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STRUCTURE 0.16 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.02 0.03 0.20 0.03

C&G 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.6 0.5 1.0

Embankment 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 0.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.6 0.5 1.0

Subgrade 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.2 0.8 0.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.4 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.6 0.5 1.0

GSB-I 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.4 1.0 1.0 1.0 1.0 1.0 0.3 0.5 1.0 1.0 1.0 1.0 1.0 1.0 0.5 1.0 1.0 0.8 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.5 1.0

GSB-II 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.4 1.0 1.0 1.0 1.0 0.3 0.5 1.0 1.0 1.0 1.0 1.0 1.0 0.5 1.0 1.0 0.8 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.5 1.0

WMM-I 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.4 0.5 1.0 1.0 1.0 1.0 1.0 1.0 0.5 0.7 1.0 0.4 1.0 1.0 1.0 1.0 1.0 0.9 0.9 0.5 1.0

WMM-II 0.8 1.0 1.0 1.0 1.0 1.0 1.0 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.4 0.5 1.0 1.0 1.0 1.0 1.0 1.0 0.5 0.6 0.4 1.0 1.0 1.0 1.0 1.0 0.9 0.9 0.5 1.0

DBM-I 0.8 1.0 0.8 1.0 1.0 1.0 1.0 0.1 0.8 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 1.0 1.0 1.0 1.0 0.4 0.4 1.0 1.0 1.0 1.0 1.0 1.0 0.5 0.6

DBM-II 0.8 1.0 0.8 0.1 0.4 0.8 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.5 0.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 1.0 1.0 1.0 1.0 0.4 0.3 1.0 0.9 1.0 1.0 1.0 1.0 0.4

BC

SERVICE ROAD

OBSTRUCTIONS

1.0

1.0

BRIDGE

ROB

FLYOVER



CULVERT

VUP

Ma

in C

arr

iag

ew

ay

(L

HS

)M

ain

Ca

rria

ge

wa

y (

RH

S)

OBSTRUCTIONS

SERVICE ROAD0.0

BC0.0

DBM-II0.9 1.0 1.0 1.0 1.0 1.0 1.0 0.3 0.8 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.7 2.6

DBM-I0.9 1.0 1.0 1.0 1.0 1.0 1.0 0.3 0.8 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.7 2.6

WMM-II1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 0.8 0.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.7 0.7 0.9 3.1

WMM-I1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 0.8 0.8 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.7 0.7 0.9 3.3

GSB-II1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 0.8 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 0.7 1.0 0.5 1.0 1.0 0.7 3.7

GSB-I1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 0.7 1.0 0.5 1.0 1.0 0.7 3.8

Subgrade1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 1.0 1.0 0.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 1.0 1.0 0.5 1.0 1.0 0.7 4.0

Embankment1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.1 0.6 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.7 1.0 1.0 1.0 0.7 4.3

C&G1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.6 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.2 0.7 1.0 1.0 1.0 0.7 4.4

STRUCTURE## 0.03 0.16 0.10 0.03 0.03 ## 0.03 0.50 0.1

Strip Chart

10

.10

0

10

.20

0

10

.30

0

10

.40

0

10

.50

0

10

.60

0

10

.70

0

10

.80

0

10

.90

0

11

.00

0

11

.10

0

11

.20

0

11

.30

0

11

.40

0

11

.50

0

11

.60

0

11

.70

0

11

.80

0

11

.90

0

12

.00

0

12

.10

0

12

.20

0

12

.30

0

12

.40

0

12

.50

0

12

.60

0

12

.70

0

12

.80

0

12

.90

0

13

.00

0

13

.10

0

13

.20

0

13

.30

0

13

.40

0

13

.50

0

13

.60

0

13

.70

0

13

.80

0

13

.90

0

14

.00

0

14

.10

0

14

.20

0

14

.30

0

14

.40

0

14

.50

0

14

.60

0

14

.70

0

14

.80

0

14

.90

0

15

.00

0

15

.10

0

15

.20

0

15

.30

0

15

.40

0

15

.50

0

15

.60

0

15

.70

0

15

.80

0

15

.90

0

16

.00

0

16

.10

0

16

.20

0

16

.30

0

16

.40

0

16

.50

0

16

.60

0

16

.70

0

16

.80

0

16

.90

0

STRUCTURE## 0.03 0.16 0.10 0.03 0.03 ## 0.03 0.50 0.1

C&G1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.2 0.7 1.0 1.0 1.0 0.7 4.5

Embankment1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.1 0.6 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.7 1.0 1.0 1.0 0.7 4.3

Subgrade0.7 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 1.0 1.0 0.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.5 1.0 1.0 0.7 4.0

GSB-I 0.7 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.7 1.0 0.5 1.0 1.0 0.7 3.7

GSB-II 0.7 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.7 1.0 0.5 1.0 1.0 0.7 3.7

WMM-I 0.3 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 1.0 0.7 0.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.7 0.5 0.9 3.2

WMM-II 0.3 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 0.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.7 0.5 0.9 3.0

DBM-I 0.9 1.0 1.0 1.0 1.0 1.0 1.0 0.3 0.8 1.0 1.0 1.0 1.0 0.7 0.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.7 2.7

DBM-II 0.9 1.0 1.0 1.0 1.0 1.0 1.0 0.3 0.8 1.0 1.0 1.0 1.0 0.7 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.7 2.6

BC0.0

SERVICE ROAD0.0

OBSTRUCTIONS

1.0

1.0

CULVERT

VUP

BRIDGE

ROB

Ma

in C

arr

iag

ew

ay

(L

HS

)M

ain

Ca

rria

ge

wa

y (

RH

S)



PCC RAFT WALL DECK SLAB RETURN WALL Remarks PCC RAFT WALL DECK SLAB RETURN WALL Remarks

1 1+537.27 Box Culvert 1x3x3 Reconstruction . Completed Completed

2 4+064.50 Box Culvert 1x2x2 New Construction Completed Completed



5 9+356 Box Culvert 1x3x3 Reconstruction Completed Completed

6 10+046 Box Culvert 1x2x2 New Construction Building, temple& Market area.



9 13+261.78 Box Culvert 1x2x2 Reconstruction Completed Completed










3 27+565 Box Culvert 1x2x2 New Construction Completed Completed







10 35+926.72 Box Culvert 1x2x2 New Construction Land Problem Completed




14 39+372 Box Culvert 2*1.5 Reconstruction Completed Completed




1 1+356 Box Culvert 1x3x3 New Construction Building, temple& Market area.









10 8+903 Box Culvert 1x3x3 New Construction Not Required Completed Not Required Completed


12 11+500 Box Culvert 1x3x3 Aditional Completed Completed





17 13+910 Box Culvert 1x4x4 Aditional Completed Completed

18 14+725 Box Culvert 1x3x3 Aditional

GAMMON INDIA LIMITED

JOB : Hajipur - Muzaffarpur Road Project (Job Code:- 8828)

This Month Profress

SECTION 1

SECTION 2

BYPASS

STATUS OF BOX- CULVERTS Updated on 31/August/2014

LHS RHS

Sl. No. Chainage TypeSize of

CulvertDescription


Hajipur - Muzaffarpur Road Project (Job Code:- 8828) Date:31/August/2014

Test Pile

Casting

Test

Conducted

No. of Piles

Required

Pile

CastPile Cap Pier saft Pier Cap Abutment Abutment Cap Pedestal Deck Slab Remarks

Test Pile

Casting

Test

Conducted

No. of Piles

Required

Pile

CastPile Cap Pier saft Pier Caps Abutment Abutment Cap Pedestal Deck Slab Remarks

STATUS OF MAJOR BRIDGES

1 24+537.42 Major Bridge 3x20 Reconstruction Completed Completed32(Abutment

)32 Completed Completed Completed Completed Completed Completed

32(ABUTME

NT)32 Completed Completed completed Completed Complete Complete Complete

STATUS OF FLYOVER/GRADE SEPERATOR

1 8+531(BYPASS) FLYOVER 1x24 New Construction 20 20 Completed Completed CompletedA1,A2

Completed20 20 Complete Complete Complete A2 WIP

1 0+450 ROB-1 1x14.16+1x25+1x20 New Construction Completed Completed 20 Piles 16 CompletedP2

Completed

A2 ,P2

completedCompleted Completed 20 Piles 17 Completed Completed

P2,Complete

dCompeted Competed

2 6+255 ROB-2

1x27+1x40.724/1*

33.081/40.724+1x27

.00+1*30.00

New Construction Completed Completed 44 Piles 44 Completed Completed Completed Completed Completed CompletedA1- P1,P3,A2-

P4Completed Completed 45 Piles 45 Completed Completed Completed Completed Completed Completed Completed

3 15+317.00( Bypass) ROB-3 4x35 New Construction 39 piles 32 A1,A2 WIP A2 WIP Completed Completed 39 Piles 36 P3 ,A1,A2 A1 WIP

1 2+437.54 Minor Bridge 1x20 Reconstruction Completed Completed 24 24 Completed Completed Completed Completed Completed 24 24 Completed Completed Completed Completed Completed

2 6+525.661 Minor Bridge 1x16 Reconstruction 16 16 Completed Completed Completed Completed Completed Completed Completed 16 16 Completed Completed Completed Completed Completed

3 15+148.31 Minor Bridge 1x20 Reconstruction 24 24 completed Completed Completed Completed Completed Completed Completed 24 24 Completed Completed Completed Completed Completed

1 30+827 Minor Bridge 2x20 New Construction 36 36 Completed Completed Completed Completed Completed Completed Completed Completed Completed 36 36 Completed completed completed Completed Completed Completed Completed

2 31+189 Minor Bridge 1x16 Reconstruction Completed Completed 24 24 Completed Complited Completed Completed Completed Completed Completed 24 24 Completed Completed Completed Completed Completed

3 35+253.94 Minor Bridge 1x20 Reconstruction 36 36 Completed Complited Complited Complited Completed Completed 36 36 completed Completed Completed Completed Completed

4 37+038.651 Minor Bridge 1x16 Reconstruction 32 32 Completed Complited Complited Completed Completed Completed 32 32 completed Completed Completed Completed Completed

5 37+516.627 Minor Bridge 2x18 Widening 32 Completed 40 40 completed completed completed Completed Completed Completed Completed

6 38+287.59 Minor Bridge 1x16 Reconstruction 24 24 Completed Completed Completed Completed Completed 24 24 completed Completed Completed Completed Completed

7 42+899.37 Minor Bridge 1x20 Reconstruction 24 24 Completed Completed Completed completed Completed 24 22 completed Completed Completed Completed Completed

8 45+310.30 Minor Bridge 1*16 Reconstruction 24 24 Completed Completed Completed Completed Completed 24 24 completed Completed Completed Completed Completed

9 45+800.20 Minor Bridge 1x20 Reconstruction 32 32 Completed Completed Completed Completed Completed 32 32 completed Completed Completed Completed Completed

PCC RAFT WALL CURTAIN WALL APPROACH SLAB PCC RAFT WALL CURTAIN WALL APPROACH SLAB

10 43+045.85Box type Minor

Bridge2x7.5x4.58 Reconstruction Completed Completed Completed Completed Completed Completed Completed Completed Completed

11 43+445.12Box type Minor

Bridge2*7.5*3.909 Reconstruction Completed Completed Completed Completed Completed Completed Completed Completed

1 0+313 Minor Bridge 1X18 Reconstruction 36 Drawining Pending 36 Drawining Pending

2 0+464 Minor Bridge 1X18 New construction Drawining Pending Drawining Pending

3 10+760 Minor Bridge 1x16 New Construction 16 16 Completed Completed Completed Completed Completed 16 16 Completed Completed Completed Completed

4 14+177 Minor Bridge 3x17 New Construction 46 46 Completed Completed Completed 46 42 A1 Completed A1 Completed

This Month Profress

Section-1

DETAILS OF MINOR BGIDRES

LHS RHS

Sl. No. Chainage Type Size Description

STATUS OF ROB

Sl. No. Chainage TypeSize of

CulvertDescription

LHS

RETURN WALLDECK SLAB REMARKS

Completed

Completed Completed

Bypass

Section-2

RHS

DECK SLAB RETURN WALL REMARKS

Completed Completed

Completed

Completed

Completed


JOB : Hajipur - Muzaffarpur Road Project (Job Code:- 8828) Date:31/August/2014

PCC RAFT WALL DECK SLAB Remarks PCC RAFT WALL DECK SLAB Remarks

Section-1

1 0+431.733 VUP 1x10x5.50New

Construction

2 10+270 VUP 1x10x5.5

New

Construction

3 18+276.69 VUP 1x10x5.5

New

ConstructionCompleted Completed

Section-2

1 28+292.48 VUP(Box) 1x10x5.5

New


2 33+794.46 VUP(Box) 1x10x5.5

New


3 39+873 VUP 1x10x5.5

New


Bypass

1 11+979 VUP(Box) 1x10x5.5

New


This Month Profress

LHS RHS

STATUS OF VUP

Sl. No. Chainage Type Size Description




HINDRANCES STRIP CHART

39+500

40+285

39+620

39+86039+880

40+100

39+86039+880

0+5000+500

1+000

1+500

2+000

2+500

3+000

3+500

4+000

4+500

5+000

5+500

6+000

6+500

7+000

7+500

8+000

8+500

9+000

9+500

10+000

10+500

11+000

11+500

12+000

12+500

13+000

13+500

14+000

14+500

15+000

15+500

16+000

16+500

17+000

17+500

18+000

18+500

19+000

19+500

20+000

20+500

21+000

21+500

22+000

22+500

23+000

23+500

24+000

Chainage

Chainage

PresentStatus

24+500

25+000

25+500

26+000

26+500

27+000

27+500

28+000

28+500

29+000

29+500

30+000

30+500

31+000

31+500

32+000

32+500

33+000

33+500

34+000

34+500

35+000

35+500

36+000

36+500

37+000

37+500

38+000

38+500

39+000

39+500

40+000

40+500

41+000

41+500

42+000

42+500

43+000

43+500

44+000

44+500

45+000

45+500

46+000

46+300

FOU

R LANIN

G O

F HAJIPU

R TO M

UZAFFARPU

R R

OAD

AND

CON

STRU

CTION

OF M

UZAFFAR

PUR BYPASS

Status as on : 31st Aug,2014

PresentStatus

PresentStatus

PresentStatus

0+500

0+980

1+510

5+628

5+850

6+110

6+5356+6806+8006+885

9+140

9+400

10+600

12+480

12+890

24+000

0+500

0+980

1+710

5+530

5+730

6+180

6+535

6+8006+860

9+060

9+400

10+600

12+480

12+890

24+000

LHS

RH

S

TOTA

L

BC

DB

MW

MM

GSB

SG

EMB

Stru

cture

Hin

drance

Toll Plaza

31+69031+72031+790

32+75432+84033+000

33+330

41+520

41+71041+800

42+09042+230

43+450

44+000

44+180

44+370

44+900

45+28045+320

45+550

45+79045+810

46+300

43+450

44+055

45+015

45+28045+320

45+79045+81545+920

46+300

4+4754+545

19.363

19.010

38.373

20.238

20.280

40.518

20.238

20.280

40.518

20.238

20.280

40.518

20.238

20.280

40.518

21.653

21.945

43.598

0.425

0.355

0.780

1.922

1.700

3.622

0.410

0.410

0.820

LHS

RH

S

TOTA

L

BC

DB

MW

MM

GSB

SG

EMB

Stru

cture

Hin

drance

18.140

20.410

38.554

19.370

21.855

41.225

19.460

21.855

41.315

20.070

22.235

42.305

0.060

0.065

0.125

2.060

0.000

2.060

PCOD

Start CH.

PCOD

END

CH.

PC

OD

10+600

to24+

000

PC

OD

24+000

to41+

500

33+440

19.460

21.855

41.315

19.460

21.855

41.315

Chainage

PresentStatus

PresentStatus

FOU

R LANIN

G O

F HAJIPU

R TO M

UZAFFARPU

R R

OAD

AND

CON

STRU

CTION

OF M

UZAFFARPU

R BYPASS

LHS

RH

S

TOTA

L

BC

DB

MW

MM

GSB

SGEM

BS

tructureH

indrance

Toll Plaza

0.000

0.000

0.000

6.060

6.22012.280

9.120

9.260

18.380

10.280

10.100

20.380

10.990

11.030

22.020

13.004

13.064

26.068

0.226

0.206

0.432

3.640

3.600

7.240

N.A

N.A

N.A

0+500

1+000

1+500

2+000

2+500

3+000

3+500

4+000

4+500

5+000

5+500

6+000

6+500

7+000

7+500

8+000

8+500

Chainage

PresentStatus

PresentStatus

9+000

9+500

10+000

10+500

11+000

11+500

12+000

12+500

13+000

13+500

14+000

14+500

15+000

15+50015+500

16+000

16+500

16+870

Status as on : 31st Aug,2014

1+5001+500

3+570

6+450

7+740

8+130

8+500

3+680

8+450

1+500

3+570

6+450

8+130

8+500

3+700

3+800

8+450

3+520

3+800

7+2507+250

1+880

2+020

2+600

3+320

6+320

7+400

8+050

8+200

1+770

1+880

2+020

2+5402+600

3+300

7+400

8+050

8+200

1+600

6+550

1+600

3+520

6+550

1+990

2+380

3+200

6+200

7+700

7+940

1+990

2+380

3+200

6+320

7+9407+9907+990

8+650

9+830

14+440

8+650

9+830

14+440

10+830

11+470

13+330

10+830

11+470

13+330

8+900

9+500

10+84310+890

11+710

12+300

14+300

15+500

8+900

10+84310+890

11+710

12+300

14+300

15+500

11+85011+850

10+859

13+930

14+200

10+859

13+920

14+200

10+920

11+630

14+870

10+920

11+630

14+870

9+240

9+400

9+700

10+000

10+120

11+500

11+580

12+500

13+880

14+090

9+240

9+500

9+700

10+000

10+120

11+500

11+580

12+500

13+880

14+100

Progress Report No. – 48 (August 2014)


Monthly Progress Report –August ’201417

CHAPTER 6

Expenditure

Transactions Holding Company

Inter-corporate loan taken

Gammon Infrastructure Projects Ltd 62,000,000

Intangible assets under development (EPC contract expenditure)

Gammon India Ltd 255,357,289

Deposit towards nomination of Director

200,000

Expenses Incurred / Payments made on behalf of us


Outstanding balances receivable

Gammon Infrastructure Projects Ltd 271,385

894,250,000

Outstanding balances payable

Gammon India Ltd 69,649,838


Outstanding interest payable

Annexure

Outstanding loan balance payable

Gammon Infrastructure Projects Ltd

Gammon Infrastructure Projects Ltd



Monthly Progress Report –August ’201418

CHAPTER 7

QUALITY ASSURANCE & QUALITY CONTROL

Quality Assurance Plan (QAP) was resubmitted to the Independent Engineer and QAPapproved. The works are being supervised closely as per RFIs submitted by the EPCContractor on daily basis. Independent Engineer also inspects the site at frequent intervalsand intimate their observations, non conformances etc. QA & QC system is in place, RFIsystem is being followed scrupulously. Deficiencies observed & notified by IE and PMC arebeing attended on regular basis and non conformances are getting closed with IE. All theresults & records are being properly documented and kept.

Daily RFIs are closed and kept in record on weekly basis. The approved RFIs are taken bythe EPC Contractor for their billing purpose.

The laboratory is functioning with reasonably qualified staff to carry out regular materialtesting under the supervision QA & QC staff. The materials are also tested in outsidelaboratories as per the requirement.

All the manufacturers test certificates for the proprietary products are well documented and IEstaffs are attending the factory testing regularly.

All the BBS are first approved as per drawings through planning Department and welldocumented after then allowed to provide the Gate pass. The approved copy of BBS is thenAllowed to attach in RFIs.

All the testing equipment is calibrated and their validity is being checked regularly. The list ofLaboratory testing equipment is also appended to this Report.

Finally all the test results, reports, records are well documented in an easy andunderstandable way so that any record can be located at any time with least effort.



Monthly Progress Report August 201419

CHAPTER 8

CONSTRUCTION CONSTRAINTS

Item Description

a) Encumbrance freeland is not handedover by Authority asof now

As per the 3D notification authority has to acquire the landof 313 Ha including 136 Ha of existing road. As on dateAuthority has physically handed over only 273.975 Ha(87.532%) including existing road. After various meetingheld at top level (RO, NHAI, CGM, NHAI, DM’s, Chief-secretory, Bihar.), till date there is no development inacquisition of land since one & half year. Finally, localpublic forcely stopped the work and didn’t permit in12.468% of the total land, which is to be acquired atvarious locations. LA are the major hurdles for thisproject completion.

b) MaterialsThe crushed aggregates are procuring from eitherJharkhand or at very long distance which cost heavily aswell as transport time is increased.

c) Equipment Equipment’s are idle because land is not fully handed overby NHAI, which is a cesti lies affair.

d) Weather Weather Report Attached

e) Any other constraintsThe non-availability of land by the authority in highEmbankment areas, (either partly or fully) is the constraintfor erection of RE- wall in full length and width.

f) Design Drawings Few drawings are still under review at IC level



Monthly Progress Report August 201420

CHAPTER 9

APPENDICES

Progress Report No. – 48 (August ’14)Gammon India Limited

Page (20) 1 of 40Monthly Progress Report –August 2014

Appendix – (i)Project Staffing Gammon

Sl.No. Name Emp Code Designation Department Location

1 R. Prakash Project In-Charge Civil

2 Rakesh Jha 1003562 DGM In-charge Civil Kamtaul

Administration Section3 R.K.Singh 1004169 Manager-HR/Admin Administration Kamtaul

4Abhishek KumarSrivastava 1004088 Officer-HR/ Admin Administration Kamtaul

Planning Section5 A.Raja 1000350 Dy.Manager-I Project Planning Kamtaul

6 Priytam Dubey 1003834 AM-II Project Planning Kamtaul

7 S.kanaka Raju 2050130 AM-II Project Planning Kamtaul

Survey Section8 Nitis Bhakta 1407460 Jr.Engineer Survey Survey Kamtaul

Civil Section Kamtaul9 Anjani Kumar Mishra 1407309 Engg. Civil Civil Kamtaul

10 Kapil Deo Prasad Singh 1400948 Foreman-Civil Civil Kamtaul

Civil Section Bypass11 Ajit Kumar Sharma 1406741 Asst. Manager I- Project Civil Bypass

Civil Section Sarai12 Joy Choudhury 1401528 Dy.Manager-I (Civil) Civil sarai

13 Naveen Kumar 1407736 Dy.Manager-II Project Civil sarai

14 B.K.Pandey 1401513 Sr.Foreman(Civil) Civil sarai

Electricial Department15 Shakti Kumar 1407275 Engg,Plant Electricial Kamtaul

16 Madhav Ojha 1402823 Eletrical foreman Electricial sarai

17 Manoj Kumar Singh 1406810 Electriction Electricial Kamtaul

Account Section18 Sisir Bhuniya 1400986 Officer Accounts Account Kamtaul

19 D.J. Rakshit 1403643 Asst. Accountant Account Kamtaul

20 Mrs. Pallawi Kumari 1405196 Lab Technician (QA/QC) Account Kamtaul

Store Section21 Samir Ganguly 1500197 Dy. Manager II -Store Store Kamtaul

22 Rahul Jadhao 1407322 Store keeper Store Kamtaul

23 Sandeep Kumar Shukla 1407418 Store keeper Store Kamtaul

Lab Section24 Arvind Kumar 1407419 Lab Techanician Lab Kamtaul

Plant/ Mechanical Section25 Sachin Bhusari 1400599 Manager-Plant Plant Kamtaul

26 Niraj Kumar Sinha 1404314 D.Manager II Plant Kamtaul

27 Rajeev Kumar 1406000 Engineer (Mechanical) Plant Kamtaul

28 Vivek Kumar Patel 1407307 Engg.Plant Plant Kamtaul

29 Ajit Singh 1407422 Foreman Plant Kamtaul

30 Md.Shakil Khan 1406879 Machanic Plant Plant Kamtaul

Fabrication Section31 Surya Kant Mishra 1000723 Supervisor Fabrication Plant Kamtaul



Sl Emp Code Name Designation Department Remarks

Administration Section

1 88284732 Mahendra Kumar MauryaOfficer-HR/Administration Administration

2 88286474 Ravi Kumar IT Asst Administration

3 88288851 Kunal Kumar Asst Admin Administration

4 88284950 Subodh Kumar Supervisor Admin Administration

Liasoning Section

5 88284739 Kumar Chandrashekhar Liasoning Assistant Mess/AlliedWork

6 88284736 Vinod Kumar RaySupervisor - BorrowArea Liasoning

7 88285085 Rajiv Kumar Tiwari Liasoning Asst Administration

8 88288711 Vijay Kumar Liasoning Asst Administration

DLAO Staffs

9 88284592 Ratnesh Kumar Ratan Admin Officer Administration

10 88284957 Shivendra Kumar Mishra Supervisor Borrow Area Civil

Crusher Sekhpura

11 88288704 Mani Bhushan Jha Officer-Liasoning Administration

RO Office Patna Administration

12 88288700 Rajesh Kumar Roy Admin Officer Administration

Civil Section (Highway/ Structure/ Surveyor)

13 88288206 Ajay Kumar Asst. Manager-II Prject Civil (Bypass)

14 88288705 Pankaj Kumar Engg Civil Civil

15 88284757 Bhupesh Kumar Supervisor Civil

16 88284744 Juren Chandra Mahato Sr. Foremen Civil

17 88284746 Chandrashekhar Jha Sr. Supervisor Civil

18 88284749 Ghanshyam Singh Supervisor Civil

19 88284750 Dhananjay Singh Supervisor Civil

20 88288526 ANIL KUMAR PANDEY Supervisor Civil

21 88288858 Shailendra Kumar Ray Supervisor Civil

22 88289677 Swami Nath Prasad Sr. Foremen Civil

23 88284737 Sanjay Kumar Supervisor - BorrowArea

Liasoning

24 88285095 Pranab Dey Surveyor Civil

25 88284611 Mukul Kumar Srivastava Sr. Supervisor Civil

26 88284614 Birju Kumar Supervisor Civil

27 88288925 Manoj Kumar Gupta Supervisor Civil Civil

28 88285111 Tapas Patra Asst.Surveyor Civil



29 88284617 Tun Tun Kumar Supervisor Civil

30 88285096 Anil Kumar Patel Asst.Surveyor Civil

31 88284962 Bishnu Kant Supervisor Civil

32 88284961 Pramod Kumar Supervisor Civil

33 88284964 Pappu Kumar Sr. Supervisor Civil

Store Section

34 88284781 Rahul Kumar Weight Bridge Operator Store

35 88288885 Sikandar Prasad Asst.Store Keeper Store

36 88284966 Abhishek Kumar Mishara Assistant Store Keeper Store

Lab Section

37 88285059 Rajendra Kumar Mishra Lab Techanician Lab

38 88284790 Amit Kumar Lab Technician Lab

39 88285086 Rajeev Kumar Jha Lab Techinican Lab

40 88288701 Nabin Kumar Mishra Lab Asst Lab

41 88284792 Laxman Singh Superviosr - Lab Lab

42 88286468 Rishikesh Ku. Shahi Asst Lab Techanician Lab

Account Section

43 88288708Harendra KumarSrivastava Accountant Assistant Accounts

Billing Section

44 88285155 Geeta Dwivedi Assistant QS Billing

Planning Section

45 88285112 Biswa Prasad Behera Planning & Billing Engg Planning

46 88288520 Prameet Kumar Jha JE Engg Civil Civil

47 88285052 Manikant Gupta Planning & Billing Asst RFI/Letter

Sl Emp Code Name Designation Department Remark

Engineer/ Foreman/ Supervisor

1 88284855 Rakesh Kumar Mechanical Engineer Plant Kamtaul

2 88284829 Vinod Kumar ERP Executive Plant Kamtaul

3 88284807 Anil Kumar ChaudharyAssistant ForemenMechanic Plant Kamtaul

4 88284965 Amit Kumar Singh Tech.Asst Plant Sarai

Mechanic/ Welder

5 88284933 Daya Shankar Singh Sr.Mechanic Plant Kamtaul

6 88284923 Uttam Madak Mechanic Plant Kamtaul

7 88284824 Amod Kumar Mechanic Plant Kamtaul

8 88284914 Sanjeev Kumar Mechanic Plant Kamtaul



9 88284893 Ramaasheesh Denter Cum Welder Plant Kamtaul

10 88284884 Rahul Gautam Welder Plant Kamtaul

11 88284820 Dadan Yadav Mechenical Fitter Plant Kamtaul

12 88288510 Vinay Kumar Tyre Fitter Plant Kamtaul

13 88284822 Gunjan Kumar Junior Fitter Plant Kamtaul

Electrician

14 88284801 Pappu Kumar Verma Sr Electrician Plant Kamtaul

15 88284803 Sanjay Prasad Sah Electrician Plant Kamtaul

16 88284679 Rajnish Singh Electrician Plant Sarai

17 882810031

Sanjiv Kumar Pandey Electrician Plant Kamtaul

Auto Electrician

18 88284806 Rajendra Singh Auto Electrician Plant Kamtaul

Plant Operator

19 88284937 Narendra Kumar Patel Batching Plant Plant Kamtaul

20 88285144 Bhanu Pratap Singh Scrapper Operator Plant Kamtaul

Excavator Operator

21 88284968Bhupendra PratapKhrwar Excavator Operator Plant Kamtaul

22 88284969 Rama Ashish Kumar Excavator Operator Plant Kamtaul

23 88284832 Mahendra Singh Yadav Excavator Operator Plant Kamtaul

Tendam/ Paver/ PTR Operator

24 88284911 Vinay Kumar Tendam Optr Plant Kamtaul

25 88285206 Dinesh Singh Tendam Optr Plant Kamtaul

26 88284710 Md. Sajimuddin Paver Operator Plant Kamtaul

27 88284924 Sheshnath Tiwari Paver Operator Plant Kamtaul

Bitumin Operator

28 88284921 Pappu SinghBitumin SprayerOperator

Plant Kamtaul

Kerb/ Lath/ Mait Operator

29 88284878 Hari Singh Lathe Operator Plant Kamtaul

30 88284915 Randhir Kumar Kerb Operator Plant Kamtaul

Hydra Oprator

31 88284900 Uday Singh Hydra Operator Plant Kamtaul

32 88284727 Dinesh Pandey Hydra Operator Plant Sarai

33 New Mukesh Rai Hydra Operator Plant Kamtaul

Loader Operator

34 88284816 Ravindra Kumar Singh Loader Operator Plant Kamtaul



35 88284681 Mahesh Kumar Loader Operator Plant Kamtaul

36 88284895 Gajendra Pandey Loader Operator Plant Kamtaul

Roller Operator

37 88284897 Sakar Alee Roller Operator Plant Kamtaul

38 88284657 Subhash Kumar Roller Operator Plant Sarai

Grader Operator

39 88284826 Santosh Kumar Singh Grader Operator Plant Kamtaul

40 88285205 Amarnath Tiwari Grader Operator Plant Kamtaul

4188281001

5Raushan Kumar Tiwari Grader Operator Plant Kamtaul

JCB Operator

42 88284837 Harendra Yadav JCB Operator Plant Kamtaul

43 88284676 Shripati Bharti JCB Operator Plant Sarai

44 88288511 Bairister Yadav JCB Operator Plant Kamtaul

LMV Driver

45 88284819 Sanjay Kr.Srivastav Mechanic Operator Plant Kamtaul

46 88284834 Hanumanna Dutta LMV Driver Plant Kamtaul

47 88284857 Avinash Kumar Ray LMV Driver Plant Kamtaul

48 88284922 Shiv Rajak LMV Driver Plant Kamtaul

49 88285186 Ravi Bhushan Sahani LMV Driver Plant Kamtaul

50 88287377 Ramesh ChandraKushwaha

LMV Driver Plant Kamtaul

51 88288141 Dharmendra Singh LMV Driver Plant Kamtaul

52 88284992 Mahendra KumarKharwar

LMV Driver Plant Kamtaul

53 88285194 Ashutosh Kumar LMV Driver Plant Kamtaul

54 88284835 Vinod Kumar Pandey Bus Driver Plant Sarai

55 88284810 Rituraj Tiwari Driver Plant Kamtaul

Trailer/ HMV Driver

56 88284910 Sukhjinder Singh Trailer Driver Plant Kamtaul

57 88285008 Ajit Kumar HMV Driver Plant By Pass

58 88284841 Surender Singh HMV Driver Plant Kamtaul

59 88284853Baidyanath PrasadYadav

HMV Driver Plant Kamtaul

60 88284865 Lallan Singh HMV Driver Plant Kamtaul

61 88284871 Gajendra Ray HMV Driver Plant Kamtaul

62 88284874Akhilesh KumarSharma HMV Driver Plant Kamtaul



63 88284887 Sudhir Kumar - II HMV Driver Plant Kamtaul

64 88285204 Raj Kishore Das HMV Driver Plant Kamtaul

65 88288139 Mithilesh Yadav HMV Driver Plant Kamtaul

66 88288863 Ashok Ram HMV Driver Plant Kamtaul

67 88284880 Kailash Rai HMV Driver Plant Kamtaul

68 88288217 Chandeshwar Paswan HMV Driver Plant Kamtaul

69 88284684 Nabal KishorChaudhary

HMV Driver Plant Kamtaul

70 88285071 Devendra Ray HMV Driver Plant Sarai

71 88284974 Vinod Kumar HMV Driver Plant Kamtaul

72 88285022 Arjun Tiwari HMV Driver Plant Kamtaul

73 88285165 Ram Naresh Singh HMV Driver Plant Kamtaul

74 88285202 Gopal Kumar HMV Driver Plant Kamtaul

75 88288877SANTOSH KUMARYADAV HMV Driver Plant Kamtaul

76 88285020 Santosh Kumar Singh HMV Driver Plant Kamtaul

77 88284690 RavindraSingh HMV Driver Plant Kamtaul

78 88285039 Md.Swamiullah HMV Driver Plant Kamtaul

7988281001

4Kamla Kant Singh HMV Driver Plant Kamtaul

80 LMR Lal Kishore Choudhary HMV Driver Plant Kamtaul

81 LMR Uday Kumar Sharma HMV Driver Plant Kamtaul

82 LMR Buchan Singh HMV Driver Plant Kamtaul

83 LMR Surendra Chaudhary HMV Driver Plant Kamtaul

84 LMRBiswanath KumarYadav HMV Driver Plant Kamtaul

85 LMR Ajay Kumar HMV Driver Plant Kamtaul

86 LMR Md.Hussain HMV Driver Plant Kamtaul

87 LMR Pramod Kumar Singh HMV Driver Plant Kamtaul

88 LMR Balm Yadav HMV Driver Plant Kamtaul

89 LMR Munna Gope HMV Driver Plant Kamtaul

90 DMRAtatwa KumarPrajapati HMV Driver Plant Kamtaul

91 DMR Santosh Kumar Singh HMV Driver Plant Kamtaul

92 DMR Satyanarayan Sah HMV Driver Plant Kamtaul

93 DMR Raj Kumar HMV Driver Plant Kamtaul

94 DMR Pramod Thakur HMV Driver Plant Kamtaul



Sl Name Designation Remark

Sarai Section DMR1 Sarun Mallik Sweeper2 Arvind Thakur Cook Helper3 Bablu Razak Cook Helper Mech.MessKamtaul Section DMR4 Bam Shankar Office Boy5 Amit Kumar Singh Cook Helper6 Kumar Manish Cook Helper7 Sanjeev Kumar Cook Helper8 Ram Chandra Ram Asst.Supervisor9 Indra Kumar Plumber10 Babar Ali Office Work11 Vinod Kumar Sweeper12 Anil Kumar Mandal Cook13 Shiv Kumar Cook14 Ranjit Kumar Cook Helper15 Manoj Kumar Sahi Supervisor-Borrow Area16 Manoj Prasad Singh Supervisor-Borrow Area17 Chandan Kumar Store Helper18 Mukul Kumar Office Boy19 Somnath Kumar Cook20 Vinod Kumar Cook Helper21 Sanjay Kumar Amin22 Harendra Mahato Cook23 Indrajit Kumar Cook Helper24 Bharat Ram Cook Helper25 Babloo Kumar Cook Helper26 Jitendra Kumar Mandal Cook27 Santosh Kumar Tiwari Store Asst.Bypass Section DMR28 Pankaj Kumar Ojha Safety Supervisor29 Ravi Shankar Sah Safety Supervisor30 U.S.Pd.Nirala Safety Supervisor31 Rakesh Kumar Supervisor Structure32 Manish Kumar Chaudhary Supervisor Highway33 Satish Kumar Supervisor Structure34 Kumod Ranjan Supervisor Structure35 Ram Valak Roy Supervisor Highway



Appendix – (ii)

List of Plant & Machinery and Lab Equipments

Sr. No. Plant Description

Qty atCamp 1

Qty atCamp

2

Qty atCamp 3 Total

Qty0 to 21 21 to

47 (Bypass)

PNM Mobilisation Status as on 31-08-20141 Hot Mix Plant (160 TPH) 1 1 22 Wet Mix Plant (200 TPH) 1 1 23 Batching Plant (30 Cum) 1 14 Sensor Paver ( 9 m ) 1 15 Sensor Paver ( 5.5 m ) 1 16 Excavator (20 Ton) 5 57 Grader 3 38 Loader (2.1 Cum) JCB 1 2 39 Loader (1.7 Cum) Hindustan New 1 1

10 JCB (Backhoe Loader) 3 3 611 Soil Compactor (10 Ton) 1 2 312 Tandem Roller (10 ton) 2 2 413 Baby Roller (3 Ton) 1 114 PTR 1 1 215 Dumper (16 Cum) 19 1916 Bitumen Sprayer with Chassis 2 217 Broomer 1 118 BP 350 Concrete Pump 1 119 Truck Mounted Placer Boom (36 m) 1 120 Transit Mixers (6 cum) 4 421 Water Tanker (4 Kl) 0 022 Water Tanker (10 Kl) 1 3 423 Plate Compactors 1 1 224 Lighting Tower 4 4 1 925 Kerb Casting Machine 1 1 226 Kerb Cutting Machine 1 1 227 Hydra Crane (14 ton) Escorts 1 2 328 Hydra Crane (11 ton) ACE 1 129 Crawler Crane (20 Ton) 1 130 Mobile Workshop Van 1 131 Weigh Bridge (100 ton) 1 1 232 Scorpio New 2 233 Bolero (A.C.) 2 3 534 Bolero (Non A.C.) 3 335 TATA 709 1 1 236 Dumper ashok leyland 2 237 Bolero camper 1 4 5



38 Mini BUS (24 seater) 0 1 139 500 Kva D.G. set (Cummins) 2 240 250 Kva D.G. set with panels 1 1 241 125 Kva D.G. set with panels 0 3 342 75 Kva D.G. set with panels Jackson 1 1 243 75 Kva D.G. set with panels Old 1 144 25 Kva set 1 145 40 Kva D G set 1 146 Disel tanker (6000 ltrs) 1 1 247 Bar Bending Machine 3 348 Bar Cutting Machine 3 349 60 Ton Trailer 0 050 40 Ton Trailer 0 051 50 Ton Trailer New 1 152 50 Ton Trailer Old 1 153 Diesel Welding Set Ador New 1 2 354 Diesel Welding Set Ador 1 3 455 Electric Welding Transformer 3 4 756 Lathe machine for Work shop 1 157 Drill Machine 2 258 Rock breaker (Excavator mounted) 0 059 Ambulance 1 1 260 Car Washing Pump 1 2 361 Total Station 2 2 462 Auto Level 5 9 1463 Cement Silo 0 1 164 Cement feeding system 0 1 165 Air Compressor 1 2 366 Gantry Crane 1 167 Hydraulic Jack 100 Mt 3 368 Hydraulic Jack 500 Mt 4 469 Hydraulic Power Pack 1 170 Water Pump 8 13 2 2371 Vibrators 7 7 1472 Electric Vibrator 1 1 1 373 Density Gauge 1 174 Tractor Compressor 1 175 Tractor with Trolley 1 1

Total 229

Monthly Progress Report – August 2014 Page No: (20) 12of 40

Organisation Charts EPC Contractor

HR & AdminOfficer

SafetyManager

R.K. Singh

PurchaseManager

AccountsManager

StoresManager

QualityIncharge

-- -- Sachin Bhusari S.K. Ganguly

Ravi, I.TAmit Kumar

Geeta DiwadiR.K. Sahi

N.K. Mishra Anand

Abhisek

Ramjee

Arvind Kumar

Rajeev KumarJha

R.K. Mishra

Prameet Jha H. Srivastav

Shoab Ansari

Rahul Thakur

D.J. Rakshit S.K. Sukla

Mahendra K.MauryaVikash Kumar

Pallawi KumariVinodVivek

Kanak Raju Rajeev

Biswa P. Behera

RahulJadhaoSisir Bhuniya Rahul Jadhao

Kunal

AbhisekTapas PatraB. Pandey

Anjani Mishra

AjitAjay

Joy Choudhary

Manikant Gupta

Shakti

Pankaj

R.Prakash(Project In-Charge)

Uttam Kumar Priyatam Dubey Niraj Sinha

A. Raja --

Rakesh Jha(Dy. General Manager)

Survey, Highway & StructureIn-Charge

Nitis Bhakta

Planning, Billing& MIS Manager

Plant &ElectricalManager

Monthly Progress Report – August 2014 Page No: (20) 12of 40


Page: (20) 40 of 40Monthly Progress Report –August 2014

Appendices – (IV)

Minutes of the Meeting

1. Meeting / Reports / Site Visits

Monthly Progress Report –August 2014 21

CHAPTER 10

PROGRESS PHOTOGRAPH

Goraul VUP Work in Progress

Safety Work in Progress

Shoulder Filling Work in Progress

Existing Road Maintenance Work in Progress

Existing Road Maintenance Work in Progress

Miscellaneous Work in Progress

Documents

MONTHLY PROGRESS REPORT NO. -48 -2014nhai.org.in/spw/ConcessionaireDetails/Concessionaire...Progress Report No. – 48 (August, 2014) Gammon India Limited Monthly Progress Report –